Loading...
HomeMy WebLinkAbout7001-8000 Batch 11 From:Cohen, Rachel Sent:Friday, January 27, 2023 3:19 PM To:Nelson, Brian Subject:RE: Cultural Arts District Parking Structure Thank you Brian. This all looks good. Cheers, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, January 3, 2023 9:37 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, In compliance with MMRP CR-1, Historical Building Documentation Packages, Rincon has completed the HABS historical reports for 614 and 610 Monterey. Please take a look and let me know if you have any comments or questions. I have dropped the files here: Historic Documentation Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Thursday, November 10, 2022 11:49 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Thanks Brian. I have received the photo documentation for 633 Palm. 2 Cheers, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, November 8, 2022 8:16 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, I dropped the photo documentation for 633 Palm off at your desk. Let me know if you need anything else. Rincon has begun the historical documentation for 610 and 614 Monterey and I expect to receive the report in December. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Friday, November 4, 2022 11:29 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Thank you Brian. Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org 3 Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 4, 2022 11:10 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Our PW Intern is putting the final touches on the package, and we’ll include the signed acknowledgement as well. I’ll leave the binder on your desk once it’s complete. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Monday, October 10, 2022 9:56 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian – I think this looks good. And yes a thumb drive would be fine since most of us do not have access to a CD / DVD drive anymore. The only other item to include is a signed acknowledgment that the submitted photographs and thumb drive are now the property of the City of San Luis, Obispo. Thanks! Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 7:53 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Attached is the photo documentation of 633 Palm Street, which from my review seems to meet the documentation requirements. Please review and let me know if you see any corrections needed to meet requirements. If no 4 corrections, I will have it printed and delivered to you. Can we put it on a USB instead of DVD? Not sure if anyone has a DVD these days. By the way, Rincon will be performing historical documentation of 610 and 614 Monterey Street structures in accordance with the historic standards identified in the MMRP. That should occur within the next couple of months. Thanks for notifying me early so we could get ahead of these requirements. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Tuesday, July 12, 2022 11:33 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian- For noticing, the Construction and Fire Prevention Regulation Chapter 15.04, Section A203.3(2) state that “…an applicant shall provide evidence that for a period of not less than 90 days from date of permit application, the building was advertised in a local newspaper on at least 3 separate occasions not less than 15 days apar, as available to any interested person to be moved; and submit historic documentation for the structure in accordance with criteria established by the Community Development Director and the Cultural Heritage Committee.” I have attached a copy of an example notice. The text reads: Public Notice Notice of intent to demolish single family home at 570 Pacific Street, San Luis Obispo, CA 93401. If you claim and interest in moving this building you must contact …. I have also attached the City’s Photo documentation standards. I will bring by a hard copy of the an example as well. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, July 8, 2022 2:21 PM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, 5 I checked Richard’s files and with Lia, and was unable to find anything related to advertisement of the Adobe demolition. I think he was corresponding with Brian Leveille on the matter, perhaps Brian has those records? When you have a chance, please let me know the steps for advertisement of the other structures. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Thursday, June 30, 2022 2:52 PM To: Nelson, Brian <BNelson@slocity.org> Subject: Cultural Arts District Parking Structure Hi Brian- It appears that the City will soon be submitting demolition plans for the Cultural Arts District Parking Structure. There are a few items that we should probably discuss so that they are not an issue as you move forward on this project. 1. 633 Palm Street is not a historic structure, but it is older than 50 years old and has to be noticed in the paper like the other historic sites were. 2. All structures will have to be photo documented. 3. The lot merger for the site has been on hold and I am wondering if this is something that you want to process now. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications 6 From:Gauna, Samuel Sent:Thursday, January 26, 2023 7:40 AM To:Nelson, Brian Subject:RE: [EXT] MMRP Compliance Services It is identified as Optional Task 6. Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, January 25, 2023 4:50 PM To: Gauna, Samuel <sgauna@slocity.org> Subject: RE: [EXT] MMRP Compliance Services Yeah, that’s the document I’m thinking of. Is the XPI workplan identified as a base task or is it an optional task? If it’s optional, then it’s not budgeted for. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Gauna, Samuel <sgauna@slocity.org> Sent: Wednesday, January 25, 2023 4:46 PM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: [EXT] MMRP Compliance Services 7 Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, January 25, 2023 4:40 PM To: Gauna, Samuel <sgauna@slocity.org> Subject: RE: [EXT] MMRP Compliance Services What about in Rincon’s proposal that was included in the document? I thought they had specific tasks listed. Brian Nelson, PE 8 Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Gauna, Samuel <sgauna@slocity.org> Sent: Wednesday, January 25, 2023 4:30 PM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: [EXT] MMRP Compliance Services Sure thing: This is from the contract itself: The contract itself references their RFP description of services: Then you find the Rincon scope of work attached to their proposal 9 Is this typical or should there be a direct callout of CM regarding Rincon specifically within the contract language? Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, January 25, 2023 3:42 PM To: Gauna, Samuel <sgauna@slocity.org> Subject: RE: [EXT] MMRP Compliance Services Sam, Thanks for reviewing. Can you point me to that specific excerpt in Kitchell’s contract? Link and screenshot should be sufficient. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Gauna, Samuel <sgauna@slocity.org> Sent: Wednesday, January 25, 2023 2:56 PM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: [EXT] MMRP Compliance Services Yes sir, I’ve combed through the signed agreement and the Rincon’s scope of work document is attached and within the Kitchell’s own proposal it is laid out that they will oversee construction environmental mitigation & monitoring, including cultural/archaeological monitoring. Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 10 From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, January 13, 2023 9:10 AM To: Gauna, Samuel <sgauna@slocity.org> Subject: FW: [EXT] MMRP Compliance Services Can you check if this is already part of Kitchell’s contact? Also identify any issues there may be with the plan Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, December 19, 2022 3:59 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hey Brian, HABS is going through final QA/QC and should be on your desk by Wednesday. Also, here’s the XPI plan. Let me know if the city has any questions or comments or issues, thanks! Best Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com Rincon Offices Closed: Dec. 26th, 2022, and Jan. 2nd, 2023 Time Off Alert: Dec. 27th, 2022. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, December 19, 2022 1:51 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Can you provide an update on the status of the HABS documentation for 610 and 614 Monterey? Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo 11 From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, December 5, 2022 11:36 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks Brian! Not entirely surprising given the age of the buildings. Thanks for taking the time to look! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, December 2, 2022 1:50 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Staff did a review of hard copy records and microfilm and unfortunately was not able to local any permit information for construction of the buildings. Let me know if you need anything else. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, November 28, 2022 1:17 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, Hope you had a good Thanksgiving holiday. We’re working on the HABS documentation for the buildings, and the architectural historian was wondering if the city can provide permits for the buildings. Is that something the city has records of, and if so, can they provide us the documentation? Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager 12 Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 3:21 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, November 18, 2022 11:18 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Perfect, here’s the compiled PDF with changes incorporated, Brian. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 10:59 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick 13 <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Yes, very minor tweak. You can also change “Phase 1B in early 2023” to “Phase 1B in Spring 2023”. I think that’s it. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, November 17, 2022 1:45 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize if I hadn’t replied to this message previously. I just took a quick look at the draft pf the Phase 1B and Phase 2 MMP based on your comments here, and I think the only edit needed is the following tweak. Any change to the last sentence shown below that describes the anticipated timing? If not, I’ll finalize and send a revised version over to you. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. 14 From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, November 7, 2022 7:01 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Circling back to the original email where you submitted the Phase 1B/2 MMP. The document was submitted with the Phase 1B and 2 Permit packages and no comments were received by CDD. One change that has occurred since July is that the Phase 1B no longer includes grading and shoring and has been simplified to a demolition package (grading and shoring “site preparation” is now in Phase 2). So, the only comments I have are to clarify that in the introduction and update the date. With those updates, I consider it final. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, June 29, 2022 3:35 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Here it is, Brian. I have three comments in the Word version of the doc directed at you – two or them are related to timing, and are similar to a comment I left for you in the Phase 1A plan, which you didn’t express any concerns or questions about. The third comment is a recommendation that we set up a brief call for you, me, and Dustin (our project archeologist) to discuss the timing of the archaeological testing requirement. Let me know if you have any other questions or comments on this MMP, and we’ll address. I expect to provide you with a final PDF version that addresses any questions or comments. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 15 From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, June 29, 2022 2:50 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for the draft Phase 1B/2 MMP by end of day. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 27, 2022 4:33 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, my apologies I haven’t reported in on this. We’re finalizing the Phase 1B/2 MMP this week – I’m coordinating with Shawn on the progress he’s made on the soil testing component, and also coordinating with our cultural team to make sure we frame up the archaeological testing requirements correctly, but otherwise our draft of this deliverable is 90% complete. Right now I’m feeling confident we can get it across your desk on Wednesday. Give me a ring on my direct line at 805-242-4363 if you want to discuss. Thanks, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 27, 2022 9:35 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 16 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please provide an update on the Phase 1B/2 MMP. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 20, 2022 9:01 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I wanted to check and see whether you had any further comments on the Phase 1A MMP for this project. We’re buttoning up the Phase 1B/2 MMP this week, and I’d like the opportunity to make any updates across both MMPs, if possible, to minimize review time on Phase 1B/2. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, June 9, 2022 2:55 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Chris. I have submitted Phase 1A for building permit including the MMP so we’ll see if any other comments come through. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo 17 From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, June 9, 2022 2:34 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, attached is the Final MMP for Phase 1A. There were no major changes beyond your suggestions. The only other real edit was an update to the figure. Thanks for the quick review. We’re getting to work on the Phase 1B/2 MMP, and we’ll let you know if we have any questions about that deliverable as we proceed. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 6, 2022 12:18 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please see attached Phase 1A MMP Review. Very minimal revisions, primarily just some formatting emphasis added for stop work authority. Please proceed with Phase 1B and Phase 2 MMRP due two weeks from today, 6/20. This will align well with the planned building permit submittal for Phase 1B and 2. Let me know if you have any questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 4:43 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 18 Brian, A draft of the Phase 1A MMP is attached for your review. Please let us know if you have any questions. Once we’ve had the opportunity to review any comments, we’ll get moving on the Phase 1B/2 MMP. Thanks again for the opportunity to help the City continue to move this project forward! I hope you have a great Memorial Day weekend, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, May 27, 2022 11:19 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for Phase 1A today. Delivery of Phase 1B/2 two weeks after receipt of comments is reasonable. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 10:15 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize for the delay – my notes were more general than yours, and I’d just noted that we planned to deliver the Phase 1A MMP this week. I’m coordinating with our cultural group on the final edits, and we expect to have a draft of that deliverable to you by the end of the day today. I’d noted that we’d like to get the Phase 1A MMP on your desk for review to make sure it looked the way you’d like it to before we invested too much staff time in developing the Phase 1B/2 MMP. To that end, would it be acceptable to set the ETA for that deliverable as two weeks from Rincon receiving City comments on the Phase 1A MMP? 19 FYI, I’ll be out of the office for a meeting from about 11:30AM today through around 3PM, but I should be back after 3 if you have any questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 26, 2022 2:56 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Can you provide a deliverable status on the monitoring plan for Phase 1A? My notes from the 5/11 kickoff meeting provided two weeks for that piece as due 5/25. Also, please provide a status on expected delivery of the Phase 1B & Phase 2 components. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 3:47 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks for clarifying, Brian. That seems an appropriate way to handle the NAM component. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 20 From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, May 24, 2022 8:22 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Let’s stick with the mitigation requirement to only include a NAM if artifacts or remains are discovered. The Initial Study is included in the attachment starting on page 12 of the PDF. Let me know if you have any additional questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 7:31 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Brian, Thanks again for providing these helpful examples. I’m working with Dustin Merrick to get the MMP complete for Phase 1A. Dustin wanted to clarify a couple components of the mitigation needs for archaeological resources, so that we ultimately document the requirements in the right way for you:  The ER 10-07 Mitigation Measures document (attached) indicates the City is only required to bring in a Native American Monitor (NAM) if we find something prehistoric during construction monitoring (“If Native American artifacts or human remains are discovered within project areas, then the qualified Native American tribal representative or cultural community advisor shall be included as project monitors”). However, in the document, there is discussion between city personnel about bringing in a NAM that suggests a NAM would be present more generally during CR monitoring. Since the City will be on the hook to respond to the Tribes about any monitoring needs, we’d like staff to weigh in on whether we should assume a NAM will be present throughout the conditions that require CR monitoring, or only if there’s a prehistoric find.  Can we get a copy of the Initial Study/environmental document for the utility trenching (mentioned in the ER 10-07 Mitigation Measures document)? That document may give us more insight on why they didn’t call for a NAM and some background on what resources we are dealing with. (The Applied Earthworks CR report in the ER 10-07 Mitigation Measures doc is a monitoring plan/report for a project on Higuera Street.) If it’d help, I can also set up a call with you and Dustin to discuss these questions. 21 Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 12, 2022 8:20 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Attached are three examples of Mitigation and Monitoring plans prepared for underground utility projects in compliance with ER10-07. Below is a snip of City utilities surrounding the site. There are OH PG&E and cable facilities that are crossing the site removal of which is within the scope of Phase 1A. I found the following records for demolition and construction of the existing parking lot, as well as an aerial from 1963 that could help identify where to auger: https://publicplans.slocity.org/WebLink/0/edoc/8689/PFM09808.pdf https://publicplans.slocity.org/WebLink/0/edoc/6103/PFM00068.pdf (This one indicates some on-site electrical and water for existing the lighting and landscaping) https://publicplans.slocity.org/WebLink/0/edoc/8762/PFMg07b.pdf Please confirm receipt as the attached files are a bit large. Thanks, 22 Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications 23 From:Nelson, Brian Sent:Monday, January 23, 2023 2:03 PM To:natalie@verdinmarketing.com; Ashlee Verdin; Gauna, Samuel; jennifer@verdinmarketing.com; Mary Verdin Subject:RE: Cultural Arts District - Parking Structure Immersion Mtg. Attachments:614 Monterey_HABS Report.pdf; 614 Monterey Street_Drawings.pdf Verdin Team, Attached for reference is the historic analysis complete for the Heyd Adobe. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo -----Original Appointment----- From: natalie@verdinmarketing.com <natalie@verdinmarketing.com> Sent: Monday, January 16, 2023 11:08 AM To: natalie@verdinmarketing.com; Nelson, Brian; Bettina Swigger; Stanwyck, Shelly; Ashlee Verdin; Patty Thayer; Gauna, Samuel; lstandish@sloma.org; Szentesi, Whitney; Hussey, Gaven; jennifer@verdinmarketing.com; Jackson, Emily; Mary Verdin; Horn, Matt Subject: Cultural Arts District - Parking Structure Immersion Mtg. When: Monday, January 23, 2023 10:00 AM-11:30 AM America/Los_Angeles. Where: 919 Palm St. This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Cultural Arts District - Parking Structure Immersion Mtg. You have been invited by natalie@verdinmarketing.com to attend an event named Cultural Arts District - Parking Structure Immersion Mtg. on Monday Jan 23, 2023 ⋅ 10am – 11:30am (Pacific Time - Los Ange When Monday Jan 23, 2023 ⋅ 10am – 11:30am (Pacific Time - Los Angeles) Location 919 Palm St. View map Guests natalie@verdinmarketing.com - organizer bnelson@slocity.org bettina@downtownslo.com 24 sstanwyck@slocity.org Ashlee Akers Patty Thayer sgauna@slocity.org lstandish@sloma.org wszentes@slocity.org ghussey@slocity.org jennifer@verdinmarketing.com ejackson@slocity.org Mary Verdin mhorn@slocity.org View all guest info Reply for bnelson@slocity.org Yes No Maybe More options Invitation from Google Calendar You are receiving this email because you are an attendee on the event. To stop receiving future updates for this event, decline this event. Forwarding this invitation could allow any recipient to send a response to the organizer, be added to the guest list, invite others regardless of their own invitation status, or modify your RSVP. Learn more GRAPHIC SCALE0'10'20'40'614MONTEREY STREETRESIDENCECONCCONCCONCMONTEREY STREETBRBRB R BRB R CONCPAPAPAPAPAPAPAPAPAPAPAPAPAPACONCCONC CONC1/8" = 1'-0"SCALEPROJECTAPPROVED BYDATESHEETPREPARED FORPROJECT NAMEPLAN TYPEPROJECT ADDRESSWORRY FREERENOVATIONS3626 E. PACIFIC COASTHIGHWAY | 2ND FLOORLONG BEACH CA | 90804T 562.621.9100F 888.698.2966WWW.PPMCO.NETPRECISION PROPERTYMEASUREMENTSSITE PLAN5408_SC11/03/22RINCONCONSULTANTS614 MONTEREYSTREETRESIDENCE614 MONTEREY STREET,SAN LUIS OBISPO, CA93401 of 5All plans created by Precision PropertyMeasurement Ltd "PPM" are made exclusivelyfor landscaping purposes (Cal. Bus. & Prof.Code §8727). All site plans created by PPM do notinvolve the determination of any property line, and assuch do not constitute land surveying(Cal. Bus. & Prof. Code §§8726-8727). Inaddition, PPM services and plans do not constitutecivil engineering (Cal. Bus. & Prof. Code §§6702-6704),and thus should not be used for any studies or activitiesdefined as civil engineering (Cal. Bus. & Prof. Code§6731). All floor plans created by PPM are intended tobe used as a reference for design and construction andshould not be considered a substitute for the services ofa licensed structural engineer or licensed architect. PPMmakes every reasonable effort to ensure the accuracy ofthe information found in our plans. However, everyAs-Built drawing inherently contains errors to somedegree. It is the duty of the architect, contractor,designer or other licensed professional, as a consultantto the property owner, to determine the suitability of theAs-Built plans prior to construction. Measurements shouldbe field confirmed before commencing construction. in theevent that an error is found on a plan, PPM's liability islimited to the amount of the fee paid to PPM.AC1FLOWLINEBREQWFPACONC= ELECTRIC METER= NATURAL GAS LINE= DOWNSPOUT= BRICK= WATER FEATURE= PLANTING AREA= EQUIPMENT= CONCRETE= STREET LIGHT= STREET SIGN / POST= UTILITY POLE= AIR CONDITIONER= UTILITY BOX= WATER METER= DRAIN= FIRE HYDRANT= SEWER / MAN-HOLE COVER= IRRIGATION CONTROL VALVE= HOSE BIB= GAS METER= STEP MARKERPV= SOLAR COMPONENTS 4A4BOVEN36x48HH: 8248x48HH: 8248x48HH: 8048x48HH: 8236x48 HH: 82 36x48HH: 82 36x48HH: 82 36x48HH: 82 36x48 HH: 82 34x46HH: 80WHREFR34x46 HH: 8022x22HH: 72BEDROOM8'-1" CLGBEDROOM8'-1" CLGLIVING ROOM8'-8" LOWDINING AREA8'-1" CLGKITCHEN8'-1" CLGOFFICE8'-1" CLGGARAGE8'-6" LOWSHOP8'-6" LOW8'-1" CLG8'-1" CLG12'-0"8'-1"11'-1"14'-3"7'-6"14'-0"8'-1" CLG18'-4"8'-11"13'-3"9'-1"3'-10"13'-7"9'-1"7'-1"8'-1" CLG9'-0"7'-6"9'-9" 14'-2"7'-7" CLGPORCHPORCH8'-1" CLGSCALEPROJECTAPPROVED BYDATESHEETPREPARED FORPROJECT NAMEPLAN TYPEPROJECT ADDRESSWORRY FREERENOVATIONS3626 E. PACIFIC COASTHIGHWAY | 2ND FLOORLONG BEACH CA | 90804T 562.621.9100F 888.698.2966WWW.PPMCO.NETPRECISION PROPERTYMEASUREMENTSFLOOR PLAN5408_SC11/03/22RINCONCONSULTANTS614 MONTEREYSTREETRESIDENCE614 MONTEREY STREET,SAN LUIS OBISPO, CA93401 of 5All plans created by Precision PropertyMeasurement Ltd "PPM" are made exclusivelyfor landscaping purposes (Cal. Bus. & Prof.Code §8727). All site plans created by PPM do notinvolve the determination of any property line, and assuch do not constitute land surveying(Cal. Bus. & Prof. Code §§8726-8727). Inaddition, PPM services and plans do not constitutecivil engineering (Cal. Bus. & Prof. Code §§6702-6704),and thus should not be used for any studies or activitiesdefined as civil engineering (Cal. Bus. & Prof. Code§6731). All floor plans created by PPM are intended tobe used as a reference for design and construction andshould not be considered a substitute for the services ofa licensed structural engineer or licensed architect. PPMmakes every reasonable effort to ensure the accuracy ofthe information found in our plans. However, everyAs-Built drawing inherently contains errors to somedegree. It is the duty of the architect, contractor,designer or other licensed professional, as a consultantto the property owner, to determine the suitability of theAs-Built plans prior to construction. Measurements shouldbe field confirmed before commencing construction. in theevent that an error is found on a plan, PPM's liability islimited to the amount of the fee paid to PPM.AC2TWHPVWH= WATER HEATERFURNLOW CASEWORKFULL HEIGHT CASEWORKUPPER CASEWORKCLGHH= CEILING HEIGHT= HEADER HEIGHT= GAS METER= WALL HEATER= TRASH COMPACTOR= DISH WASHER= OVEN= REFRIGERATOR= RANGE= DRYER= WASHER= WASHER/DRYER COMBO= ELECTRIC METERW/DWDREFROVENDWTC= FURNACE= ELECTRICAL PANEL= SOLAR COMPONENTS= TANKLESS WATER HEATER= FLOOR DRAINWS= WATER SOFTNER1/4" = 1'-0" EXISTING4.5:12EXISTING4.5:12EXISTING4.9:12EXISTING5:12EXISTING4.5:12 EXISTING 4.5:12 EXISTING 7.2:12 EXISTING 4.9:12EXISTING2:12EXISTING 7.2:12 EXISTING 4.5:12 EXISTING5:12EXISTING5.2:12EXISTING 0.8:12 4A4BEXISTING7.2:12SCALEPROJECTAPPROVED BYDATESHEETPREPARED FORPROJECT NAMEPLAN TYPEPROJECT ADDRESSWORRY FREERENOVATIONS3626 E. PACIFIC COASTHIGHWAY | 2ND FLOORLONG BEACH CA | 90804T 562.621.9100F 888.698.2966WWW.PPMCO.NETPRECISION PROPERTYMEASUREMENTSROOF PLAN5408_SC11/03/22RINCONCONSULTANTS614 MONTEREYSTREETRESIDENCE614 MONTEREY STREET,SAN LUIS OBISPO, CA93401 of 5All plans created by Precision PropertyMeasurement Ltd "PPM" are made exclusivelyfor landscaping purposes (Cal. Bus. & Prof.Code §8727). All site plans created by PPM do notinvolve the determination of any property line, and assuch do not constitute land surveying(Cal. Bus. & Prof. Code §§8726-8727). Inaddition, PPM services and plans do not constitutecivil engineering (Cal. Bus. & Prof. Code §§6702-6704),and thus should not be used for any studies or activitiesdefined as civil engineering (Cal. Bus. & Prof. Code§6731). All floor plans created by PPM are intended tobe used as a reference for design and construction andshould not be considered a substitute for the services ofa licensed structural engineer or licensed architect. PPMmakes every reasonable effort to ensure the accuracy ofthe information found in our plans. However, everyAs-Built drawing inherently contains errors to somedegree. It is the duty of the architect, contractor,designer or other licensed professional, as a consultantto the property owner, to determine the suitability of theAs-Built plans prior to construction. Measurements shouldbe field confirmed before commencing construction. in theevent that an error is found on a plan, PPM's liability islimited to the amount of the fee paid to PPM.AC3RTUCHIMNEY OUTLINEBUILDING FOOTPRINT= AIR CONDITIONER= UTILITY BOX= ROOF DRAIN= ROOF VENT= ROOF TOP UNIT= ROOF TOP HATCH= DOWNSPOUT1/4" = 1'-0" ASECTIONTOOUTSIDETOBEDROOMHALLWAYBATHROOMLIVING ROOMDINING AREATOGARAGEBSECTIONOPENTOHALLWAYLIVING ROOMSCALEPROJECTAPPROVED BYDATESHEETPREPARED FORPROJECT NAMEPLAN TYPEPROJECT ADDRESSWORRY FREERENOVATIONS3626 E. PACIFIC COASTHIGHWAY | 2ND FLOORLONG BEACH CA | 90804T 562.621.9100F 888.698.2966WWW.PPMCO.NETPRECISION PROPERTYMEASUREMENTSSECTIONS5408_SC11/03/22RINCONCONSULTANTS614 MONTEREYSTREETRESIDENCE614 MONTEREY STREET,SAN LUIS OBISPO, CA93401 of 5All plans created by Precision PropertyMeasurement Ltd "PPM" are made exclusivelyfor landscaping purposes (Cal. Bus. & Prof.Code §8727). All site plans created by PPM do notinvolve the determination of any property line, and assuch do not constitute land surveying(Cal. Bus. & Prof. Code §§8726-8727). Inaddition, PPM services and plans do not constitutecivil engineering (Cal. Bus. & Prof. Code §§6702-6704),and thus should not be used for any studies or activitiesdefined as civil engineering (Cal. Bus. & Prof. Code§6731). All floor plans created by PPM are intended tobe used as a reference for design and construction andshould not be considered a substitute for the services ofa licensed structural engineer or licensed architect. PPMmakes every reasonable effort to ensure the accuracy ofthe information found in our plans. However, everyAs-Built drawing inherently contains errors to somedegree. It is the duty of the architect, contractor,designer or other licensed professional, as a consultantto the property owner, to determine the suitability of theAs-Built plans prior to construction. Measurements shouldbe field confirmed before commencing construction. in theevent that an error is found on a plan, PPM's liability islimited to the amount of the fee paid to PPM.AC41/4" = 1'-0" SOUTHWEST125124.5124.51'-11"12'-0"F.G.MAJORRIDGE13'-11"1ST FLOORF.F.E.127.2SOUTHEAST124.5124.9127.2NORTHEAST124.5124.9125.2125127.2122NORTHWEST124.5127.2127.212.83'-1"12'-0"F.G.MAJORRIDGE15'-0"1ST FLOORF.F.E.SCALEPROJECTAPPROVED BYDATESHEETPREPARED FORPROJECT NAMEPLAN TYPEPROJECT ADDRESSWORRY FREERENOVATIONS3626 E. PACIFIC COASTHIGHWAY | 2ND FLOORLONG BEACH CA | 90804T 562.621.9100F 888.698.2966WWW.PPMCO.NETPRECISION PROPERTYMEASUREMENTSEXTERIORELEVATIONS5408_SC11/03/22RINCONCONSULTANTS614 MONTEREYSTREETRESIDENCE614 MONTEREY STREET,SAN LUIS OBISPO, CA93401 of 5All plans created by Precision PropertyMeasurement Ltd "PPM" are made exclusivelyfor landscaping purposes (Cal. Bus. & Prof.Code §8727). All site plans created by PPM do notinvolve the determination of any property line, and assuch do not constitute land surveying(Cal. Bus. & Prof. Code §§8726-8727). Inaddition, PPM services and plans do not constitutecivil engineering (Cal. Bus. & Prof. Code §§6702-6704),and thus should not be used for any studies or activitiesdefined as civil engineering (Cal. Bus. & Prof. Code§6731). All floor plans created by PPM are intended tobe used as a reference for design and construction andshould not be considered a substitute for the services ofa licensed structural engineer or licensed architect. PPMmakes every reasonable effort to ensure the accuracy ofthe information found in our plans. However, everyAs-Built drawing inherently contains errors to somedegree. It is the duty of the architect, contractor,designer or other licensed professional, as a consultantto the property owner, to determine the suitability of theAs-Built plans prior to construction. Measurements shouldbe field confirmed before commencing construction. in theevent that an error is found on a plan, PPM's liability islimited to the amount of the fee paid to PPM.AC5FINISHED GRADE LINEFINISHED FLOOR LINEROOF PITCH LABEL (RISE/RUN)X121/4" = 1'-0" 614 Monterey Street Historic Building Documentation Report prepared by Rincon Consultants, Inc. 209 East Victoria Street Santa Barbara, California 93101 December 2022 HISTORIC BUILDING DOCUMENTATION REPORT 614 Monterey Street Location: 614 Monterey Street is located in San Luis Obispo, California, occupying Assessor’s Parcel Number 002-412-012. The building is a contributor to the to the locally designated San Luis Obispo Downtown Historic District. The building at 614 Monterey Street is also listed on the City Inventory of Historic Resources as a Contributing Resource. The building is proposed for demolition and, as such, is the subject of this Historic Building Documentation Report. The site occupies the San Luis Obispo, California USGS 7.5’ quad, township 30S, range 12E. Present Owner: City of San Luis Obispo Present Use: 614 Monterey Street is currently vacant. Significance: 614 Monterey Street is a contributor to the Downtown Historic District which is significant as the oldest section of San Luis Obispo and contains the city’s highest concentration of historic sites and structures. The property was not constructed during the district’s period of significance, 1870 to 1930, however the district nomination notes that not all the historic resources date to the period of significance but are significant as they contribute to the historic character of the city through their age, architectural style or historical association. 614 Monterey Street is significant as an example of Spanish Revival architecture with adobe construction, constructed and designed in 1939 by architect William Scott. The house represents the early 20th Century residential development of San Luis Obispo characterized by Revival styles and early Minimal Traditional dwellings. Historian(s): This report was prepared by Rincon Consultants, Inc. Architectural Historian Ashley Losco, MHP. Rincon Architectural Historian James Williams, MA, conducted the site survey for digital images of the property. Part I. Historical Information A. Physical History: 1. Date of erection: 614 Monterey Street was constructed in 1939. 2. Architect: 614 Monterey Street was designed and constructed by architect William Scott. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 3) 3. Original and subsequent owners, occupants, uses: 614 Monterey Street was originally owned by Louis Heyd until the 1970s.1 Subsequent occupants include Dylan Price in 1974 and Franklin Grammar in 1980. The City of San Luis Obispo purchased the property by 2006.2 4. Builder, contractor: 614 Monterey Street was designed and constructed by architect William Scott.3 5. Original plans and construction: Original plans were not identified during research. 6. Alterations and additions: A portion of the residence containing the office and hallway between the garage and dwelling appears to be an early addition to the dwelling as evidenced by its wood, and not adobe construction which comprises the remainder of the structure. B. Historical Context: 1. San Luis Obispo Downtown Historic District (1870-1930) The dwelling at 614 Monterey Street is a contributor to the locally designated San Luis Obispo Downtown Historic District, established in 1983. 614 Monterey Street was added to the district 1987.4 The district includes the city’s highest concentration of historic sites and structures dating from the earliest settlement of San Luis Obispo in the1870s to the 1920s when the city experienced a construction boom. The Mission San Luis Obispo de Tolosa is the center of the district which is roughly bound by Palm and Marsh Streets on the north and south, Osos and Nipomo Streets on the east and west, and Dana Street as the northwest corner. The district represents the city’s earliest commercial corridors which retain this historical use today. Commercial structures were laid out in a grid pattern with buildings set back from the street by sidewalks creating a pedestrian friendly main street common during the 19th and early 20th centuries. Commercial buildings within the district reflect the architectural styles of the period: Classical Revival, Italianate and Romanesque, and Spanish Revival. Some of the buildings were designed and built by notable local builders including the Maino family, as well as architects John Chapek and Frank Mitchell.5 The district also includes a small residential section along Dana and Monterey Streets west of the mission. The dwellings represent residential settlement from the mid-19th 1 “Open House Set Tuesday at New Heyd Home,” San Luis Obispo Tribune, July 31, 1939. 2 Ancestry.com. U.S., Public Records Index, 1950-1993, Volume 2 [database on-line]. Lehi, UT, USA: Ancestry.com Operations, Inc., 2010. 3 Ibid. 4 City of San Luis Obispo, Historic Preservation Program Guidelines, (San Luis Obispo: November 2010), 38. 5 City of San Luis Obispo, Historic Preservation Program Guidelines, 38. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 4) century to the 1920s and the architectural styles of that period including Vernacular Adobes, Folk and High Victorian, and Spanish Revival. Dwellings within the Downtown Historic District are characterized by street yard setbacks of 20 or more feet, coach barn or garage recessed into rear yard, front entries oriented toward the street with prominent porches or steps, facades oriented toward the street, one-story form, gable or hip roof, traditional fenestration, and/or painted wood or smooth stucco siding. Though the period ends in 1930, few buildings, including 614 Monterey Street, date to the 1930s and contribute to the historic character of the city in their own right based on age, architectural style, or historical associations.6 614 Monterey Street meets the criteria listed above as it as it represents the Spanish Revival style, which was popular during the 1930s.7 2. Spanish Revival Architecture In 1915, Spanish Revival architecture became a prevalent style after its use in the Panama-California Exposition of 1915 in San Diego, California. Visitors from throughout the United States, including architects, were inspired by the Old World- designed buildings and wanted to recreate that style. Spanish Revival architecture proliferated throughout the United States through kit books and building publications with several variations such as Moorish, Byzantine, Gothic, or Renaissance inspirations creating a diverse spectrum of architectural designs and construction. Buildings, typically dwellings, were defined by white stucco walls, asymmetrical facades, and red Spanish tile or wood Shake roofs in either a large, two-story colonial form or a small bungalow. The style was most prevalent in California, Florida, Texas, and the Southwest.8 Character-defining features of the Spanish Revival style include: • Asymmetrical facade • Low-pitched roof with little to no overhang • Red tile or wood Shake roof covering • Stucco wall surface • Arches above doors and windows typically casement or double-hung • Elaborate door surrounds, focal windows, or window grilles • Stucco or tile decorative vents • Open or roofed porches of iron or wood9 Constructed in 1939, 614 Monterey Street is a late example of the Spanish Revival style in bungalow form. The dwelling expresses the character-defining features of the style 6 City of San Luis Obispo, Historic Preservation Program Guidelines, 38. 7 McAlester, Virginia Savage, A Field Guide to American Houses, (New York: Knopf, 2015), 520-534. 8 McAlester, 520-534. 9 McAlester, 520-534. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 5) including asymmetrical façade, stucco exterior, wood windows, and low-pitched roof sheathed in wood shake shingles. 3. Adobe Revival Architecture Adobe construction has roots in Spanish settlement of the United States utilizing local earth to construct bricks or compact walls which were stuccoed for further stabilization. This method of construction was revived in the United States in the 1890s after exhibition of the California Building at the Chicago World’s Fair and construction of William Randolph Hearst’s first home, Hacienda del Oso, both designed in the Mission and Pueblo Revival styles which coincided with revival of adobe construction.10 Adobe revival construction was advertised as an easy, affordable method of construction any individual could construct through “Do-it-Yourself” kit books.11 Adobe revival began to spread throughout California and the Southwest seen in individual dwellings, housing tracts, and government buildings. By the 1930s, contractors wanted to continue this style of construction but with modern materials. The American Bitumuls Company, later called Stancal Asphalt & Bitumuls Company, created Bitudobe which utilized local earth, asphalt, and petroleum oil to form adobe bricks; it was believed the oil would make the bricks waterproof and walls were reinforced further with rebar.12 This method of construction, also referred to as Caladobe, was seen as revolutionary and utilized throughout the United States but predominantly in California and the Southwest. Bitudobe was approved by the Federal Housing Administration for home loans as the houses could be constructed quickly and were structurally sound.13 Examples of Bitudobe include a large housing tract in Albuquerque, the University of California San Diego’s Chancellor’s House, and two houses by Julia Morgan in Oakland.14 4. 614 Monterey Street Property History 614 Monterey Street, also referred to locally as the Heyd Adobe, was constructed in 1939 for Louis R. Heyd, replacing his former home on the property from circa 1888.15 Designed in the Spanish Revival style, the building was designed and constructed by William Scott, builder and designer of Spanish Revival and California Ranch dwellings in the San Luis Obispo area. The building was constructed of Bitudobe, a form of adobe 10 Papp, James, “Letter in favor of building the new SLO Rep AND preserving the National Register -eligible Heyd Adobe,” Public Comment for City Council Meeting 11/12/2019, 1. 11 “New Adobe Dwellings,” New York Times, May 9, 1920; and Paul and Doris Aller , Build Your Own Adobe, (Palo Alto: Stanford University Press, 1946). 12 American Bitumuls Company, Bitudobe Water-Resistant Soil Bricks for Modern Building, (1946), 4-18. 13 American Bitumuls Company, 4-18. 14 Papp, 11. 15 “Open House Set Tuesday at New Heyd Home,” San Luis Obispo Tribune, July 31, 1939. And Sanborn Fire Insurance Company. Sanborn Fire Insurance Maps: 1888 Sheet 2, 1909 Sheet 2, 1926 Sheet 4, and 1950 Sheet 4. Accessed through ProQuest Digital Sanborn Maps. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 6) wall construction integrating traditional adobe construction of local soil and water with modern emulsified asphalt, patented as Bitudobe Emulsified Asphalt Stabilizer. This form of construction was common in the 1920s into the 1930s when traditional styles were revived while utilizing modern building methods. The original design of the dwelling included a combined kitchen and dining room, which was rare at the time, a barbecue pit in the dining room, hand-hewn rafters, and built-in dressing tables, chest of drawers, and closets.16 William Scott designed and constructed other Bitudobe dwellings in Central California, including Dr. Horace Pierce’s home in Santa Barbara which was featured in an American Bitumuls Company brochure.17 When 614 Monterey Street was constructed, it was used as an open house to demonstrate the Bitudobe construction.18 Louis R. Heyd and his family owned and occupied 614 Monterey Street until the 1970s. Mr. Heyd was born and raised in San Luis Obispo at his parent’s family home which occupied the 614 Monterey Street property from the 1880s until Mr. Heyd replaced the house with the 1939 Spanish Revival dwelling.19 After serving in World War I, Mr. Heyd worked for Union Oil as an engineer and ran a miscellaneous repair shop out of his home part time.20 After he retired from Union Oil, he worked as a mailman for California Polytechnic University. His wife, Lucy Heyd, was a practical nurse, officer of the Pythian Sisters, and a leader of a local sewing club. Their son, Private Merle V. Heyd, served during World War II when he died in action during the Battle of the Bulge; he received a Purple Heart for his service.21 16 “Open House Set Tuesday at New Heyd Home,” San Luis Obispo Tribune, July 31, 1939. 17 American Bitumuls Company, 2. 18 “Advertisement,” San Luis Obispo Telegram-Tribune, July 31, 1939. Advertisement for the open house for 614 Monterey Street. 19 “Open House Set Tuesday at New Heyd Home,” San Luis Obispo Tribune, July 31, 1939. And Sanborn Fire Insurance Company. Sanborn Fire Insurance Maps: 1888 Sheet 2, 1909 Sheet 2, 1926 Sheet 4, and 1950 Sheet 4. Accessed through ProQuest Digital Sanborn Maps. 20 R.L. Polk & Company of California. San Luis Obispo City Directory, 1953-1974. And “Advertisements,” San Luis Obispo Tribune, November 16, 1946. 21 “Merle V. Heyd Killed in Action,” San Luis Obispo Tribune, March 5, 1945. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 7) Part II. Architectural Information A. General Statement: 1. Architectural character: 614 Monterey Street is a single-family dwelling designed in the Spanish Revival style and of adobe construction. 2. Condition of fabric: The subject building is in fair condition overall. B. Description of Exterior: 1. Overall dimensions: The building is roughly rectangular in plan measuring 60’ east-to-west and 30’ north-to-south. 2. Foundations: The foundation of the building is composed of concrete. 3. Walls: The walls are exposed brick and stucco. 4. Structural system, framing: The building has an adobe brick structural system. 5. Porches, stoops, balconies, bulkheads: The main entrance on the south elevation features a partial width shed roof porch with a concrete foundation lined with bricks and a step. The south elevation features a small portico at the rear entrance with a flat roof, built-in bench, and concrete foundation. 6. Chimneys: The building exhibits an exterior brick chimney painted white and straddling the south and east elevations. 7. Openings: Doorways and doors: The main entrance features a vertical wood panel door with a glazed wood-framed screen door with ironwork within the glass. There are three secondary entrances at the north and west elevations: a flush wood door with no framing and two entrances which are boarded. Windows: Fenestration throughout the building is deeply recessed within the adobe walls with bricks angled at the openings and sills. The windows are wood sash or fixed pane units within wood framing. The north elevation features a deeply recessed porthole window opening which is currently boarded. 8. Roof: Shape, covering: 614 Monterey Street has a hipped roof sheathed in wood shingles. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 8) Cornice, eaves: The building does not include cornices but has very slight overhanging eaves. Dormers, cupolas, towers: The building does not include any dormers, cupolas, or towers. C. Description of Interior: 1. Floor plans: The interior is divided into a living room, dining area, kitchen, office, two bathrooms, two bedrooms, and a garage. The living room is the center of the building near the primary entrance. The kitchen, dining area, office, one of the bathrooms, and garage are attached to the east (right) end of the living room, and the two bedrooms and one of the bathrooms is attached to the west (left). The garage has a small shop at the rear separated from the parking area. 2. Stairways, Balcony, Pulpit, Steps: The building does not exhibit stairways, balconies, pulpits, or steps. 3. Flooring: The floors in most of the building are wood except the bathroom between the two bedrooms has carpeting. 4. Wall and ceiling finish: Walls through most of the building are exposed Bitudobe brick. One of the bathrooms has a combination of brick and plaster. As the office and connecting hall between the garage and kitchen are most likely an addition, they have wood paneling over plaster. 5. Openings: Doorways and doors: Most internal doors are vertical wood panel doors within wood framing. Several glazed French doors have been removed from their openings and are stored in the living room. Windows: The windows are wood sash or fixed pane units within wood framing. The north elevation features a deeply recessed porthole window opening which is currently boarded. A sash window in the bathroom between the two bedrooms features louvered shutters. 6. Decorative features and trim: The bedrooms, living room, and dining room feature small, square niches with brick sills near the room entrances. The bedrooms have original built-in closets, dressers, and dressing tables of knotty pine, and the living room has a built-in bookcase. The kitchen features knotty pine cabinets with brass cabinet pulls and is separated from the dining area by a decorative scalloped beam and cabinets. The kitchen has yellow and maroon tile backsplash and countertops. The dining room has a corner fireplace with a rounded brick ledge and a brick and stucco vent hood. Adjacent to the fireplace is a built-in brick bench or HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 9) shelf for firewood. There are thin, wood baseboards throughout the building. The living room ceiling features exposed wood rafters. 7. Hardware: Hardware throughout the building, including doorknobs and hinges, is metal. The doorknobs throughout are original brass doorknobs. The kitchen cabinets have original brass handle cabinet pulls. 8. Mechanical equipment: Heating, air condition, ventilation: Two fireplaces heat the building: one in the dining area with a rounded brick base and stone and stucco vent hood and one in the living room with no decoration and brick flooring adjacent. Lighting: Lighting in the building has been removed. The laundry room and kitchen feature single ceiling lights. Plumbing: The building has several bathroom fixtures, among them, toilets, sinks, tubs and showers. The bathroom between the two bedrooms has peach and red decorative tile around the bathtub and sink. The tub, sink, and bathtub are porcelain. 9. Original Furnishings: The building does not have any original furnishings. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 10) Part III. Sources of Information A. Architectural Drawings: The appendix of this reports contains construction plans and as-built drawings dating to 2022 prepared by Precision Property Measurements. No historic construction plans or drawings were identified. B. Early Views: N/A C. Interviews: N/A D. Likely Sources Not Yet Investigated: Research for this report did not identify specific known sources that have not yet been investigated. E. Bibliography: Aller, Paul and Doris. Build Your Own Adobe. Palo Alto: Stanford University Press, 1946. American Bitumuls Company (Stancal Asphalt & Bitumuls Company). Bitudobe Water- Resistant Soil Bricks for Modern Building. 1946. Ancestry.com. 1910 United States Federal Census. Census Place: San Luis Obispo, San Luis Obispo, California; Roll: T624_104; Page: 24B; Enumeration District: 0041; FHL microfilm: 1374117. 1940 United States Federal Census. Census Place: San Luis Obispo, San Luis Obispo, California; Roll: m-t0627-00328; Page: 6B; Enumeration District: 40-24. U.S., Public Records Index, 1950-1993, Volume 2 [database on-line]. Lehi, UT, USA: Ancestry.com Operations, Inc., 2010. Historic American Buildings Survey. Guidelines for Historical Reports. https://www.nps.gov/hdp/standards/HABS/HABSHistoryGuidelines. Historic Resources Group. City of San Luis Obispo Citywide Historic Context Statement. September 2013. McAlester, Virginia Savage. A Field Guide to American Houses. New York: Knopf, 2015. New York Times. “New Adobe Dwellings.” May 9, 1920. Papp, James. “Letter in favor of building the new SLO Rep AND preserving the National Register-eligible Heyd Adobe.” Public Comment for City Council Meeting 11/12/2019. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET (page 11) R.L. Polk & Company of California. San Luis Obispo City Directory, 1953-1974. Sanborn Fire Insurance Company. Sanborn Fire Insurance Maps: 1888 Sheet 2, 1909 Sheet 2, 1926 Sheet 4, and 1950 Sheet 4. Accessed through ProQuest Digital Sanborn Maps. San Luis Obispo, City of. Historic Preservation Program Guidelines. November 2010. The San Luis Obispo Tribune. 1939. “Open House Set Tuesday at New Heyd Home.” July 31. 1945. “Merle V. Heyd Killed in Action.” March 5. 1946. “Advertisements.” November 16. 1951. “Our Yesterdays.” October 8. 1980. “Louis R. Heyd.” May 24. HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET Part IV. Appendix Location Maps, Photographs & As-Built Drawings HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT INDEX TO PHOTOGRAPHS 614 Monterey Street San Luis Obispo San Luis Obispo County California INDEX TO PHOTOGRAPHS Photographer: James Williams, November 2022 MTY-001 South elevation, 614 Monterey Street, facing north-northwest. MTY-002 East elevation, facing north-northwest. MTY-003 Portion of west and north elevations, facing south-southeast. MTY-004 North elevation, facing south. MTY-005 North and west elevations, facing south-southeast. MTY-006 Detail view of main entrance front door, facing north. MTY-007 Detail view of overhanging eaves, facing north. MTY-008 Detail view of rear porch and entrance, facing south-southeast. MTY-009 Taken in living room, facing north-northwest. MTY-010 Taken in dining area, facing south-southeast. MTY-011 Taken in kitchen, facing north-northwest. MTY-012 Taken in Bedroom 1, facing north-northwest. MTY-013 Taken in Bathroom 1, facing west. MTY-014 Taken in hall between bedrooms, facing west. MTY-015 Taken in Bedroom 2, facing south-southwest. 614 MONTEREY STREET HISORTIC BUILDING DOCUMENTATION REPORT INDEX TO PHOTOGRAPHS (Page 2) MTY-016 Taken in office, facing north-northeast. MTY-017 Taken in hall between kitchen and garage, facing north-northeast. MTY-018 Taken in garage, facing north. 0102030405060708091011 1213141516 1 7 18614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 1. MTY-001 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 2. MTY-002 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 3. MTY-003 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 4. MTY-004 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 5. MTY-005 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 6. MTY-006 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 7. MTY-007 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 8. MTY-008 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 9. MTY-009 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 10. MTY-010 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 11. MTY-011 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 12. MTY-012 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 13. MTY-013 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 14. MTY-014 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 15. MTY-015 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 16. MTY-016 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 17. MTY-017 614 MONTEREY STREET HISTORIC BUILDING DOCUMENTATION REPORT 18. MTY-018 25 From:Nelson, Brian Sent:Friday, January 13, 2023 9:10 AM To:Gauna, Samuel Subject:FW: [EXT] MMRP Compliance Services Attachments:XPI Plan_Draft12192022.pdf Can you check if this is already part of Kitchell’s contact? Also identify any issues there may be with the plan Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, December 19, 2022 3:59 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hey Brian, HABS is going through final QA/QC and should be on your desk by Wednesday. Also, here’s the XPI plan. Let me know if the city has any questions or comments or issues, thanks! Best Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com Rincon Offices Closed: Dec. 26th, 2022, and Jan. 2nd, 2023 Time Off Alert: Dec. 27th, 2022. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, December 19, 2022 1:51 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Can you provide an update on the status of the HABS documentation for 610 and 614 Monterey? Thanks, 26 Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, December 5, 2022 11:36 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks Brian! Not entirely surprising given the age of the buildings. Thanks for taking the time to look! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, December 2, 2022 1:50 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Staff did a review of hard copy records and microfilm and unfortunately was not able to local any permit information for construction of the buildings. Let me know if you need anything else. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, November 28, 2022 1:17 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, 27 Hope you had a good Thanksgiving holiday. We’re working on the HABS documentation for the buildings, and the architectural historian was wondering if the city can provide permits for the buildings. Is that something the city has records of, and if so, can they provide us the documentation? Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 3:21 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, November 18, 2022 11:18 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Perfect, here’s the compiled PDF with changes incorporated, Brian. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. 28 From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 10:59 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Yes, very minor tweak. You can also change “Phase 1B in early 2023” to “Phase 1B in Spring 2023”. I think that’s it. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, November 17, 2022 1:45 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize if I hadn’t replied to this message previously. I just took a quick look at the draft pf the Phase 1B and Phase 2 MMP based on your comments here, and I think the only edit needed is the following tweak. Any change to the last sentence shown below that describes the anticipated timing? If not, I’ll finalize and send a revised version over to you. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com 29 Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, November 7, 2022 7:01 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Circling back to the original email where you submitted the Phase 1B/2 MMP. The document was submitted with the Phase 1B and 2 Permit packages and no comments were received by CDD. One change that has occurred since July is that the Phase 1B no longer includes grading and shoring and has been simplified to a demolition package (grading and shoring “site preparation” is now in Phase 2). So, the only comments I have are to clarify that in the introduction and update the date. With those updates, I consider it final. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, June 29, 2022 3:35 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Here it is, Brian. I have three comments in the Word version of the doc directed at you – two or them are related to timing, and are similar to a comment I left for you in the Phase 1A plan, which you didn’t express any concerns or questions about. The third comment is a recommendation that we set up a brief call for you, me, and Dustin (our project archeologist) to discuss the timing of the archaeological testing requirement. Let me know if you have any other questions or comments on this MMP, and we’ll address. I expect to provide you with a final PDF version that addresses any questions or comments. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 30 From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, June 29, 2022 2:50 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for the draft Phase 1B/2 MMP by end of day. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 27, 2022 4:33 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, my apologies I haven’t reported in on this. We’re finalizing the Phase 1B/2 MMP this week – I’m coordinating with Shawn on the progress he’s made on the soil testing component, and also coordinating with our cultural team to make sure we frame up the archaeological testing requirements correctly, but otherwise our draft of this deliverable is 90% complete. Right now I’m feeling confident we can get it across your desk on Wednesday. Give me a ring on my direct line at 805-242-4363 if you want to discuss. Thanks, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 27, 2022 9:35 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> 31 Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please provide an update on the Phase 1B/2 MMP. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 20, 2022 9:01 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I wanted to check and see whether you had any further comments on the Phase 1A MMP for this project. We’re buttoning up the Phase 1B/2 MMP this week, and I’d like the opportunity to make any updates across both MMPs, if possible, to minimize review time on Phase 1B/2. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, June 9, 2022 2:55 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Chris. I have submitted Phase 1A for building permit including the MMP so we’ll see if any other comments come through. Thanks, 32 Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, June 9, 2022 2:34 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, attached is the Final MMP for Phase 1A. There were no major changes beyond your suggestions. The only other real edit was an update to the figure. Thanks for the quick review. We’re getting to work on the Phase 1B/2 MMP, and we’ll let you know if we have any questions about that deliverable as we proceed. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 6, 2022 12:18 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please see attached Phase 1A MMP Review. Very minimal revisions, primarily just some formatting emphasis added for stop work authority. Please proceed with Phase 1B and Phase 2 MMRP due two weeks from today, 6/20. This will align well with the planned building permit submittal for Phase 1B and 2. Let me know if you have any questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 4:43 PM To: Nelson, Brian <BNelson@slocity.org> 33 Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, A draft of the Phase 1A MMP is attached for your review. Please let us know if you have any questions. Once we’ve had the opportunity to review any comments, we’ll get moving on the Phase 1B/2 MMP. Thanks again for the opportunity to help the City continue to move this project forward! I hope you have a great Memorial Day weekend, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, May 27, 2022 11:19 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for Phase 1A today. Delivery of Phase 1B/2 two weeks after receipt of comments is reasonable. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 10:15 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize for the delay – my notes were more general than yours, and I’d just noted that we planned to deliver the Phase 1A MMP this week. I’m coordinating with our cultural group on the final edits, and we expect to have a draft of that deliverable to you by the end of the day today. 34 I’d noted that we’d like to get the Phase 1A MMP on your desk for review to make sure it looked the way you’d like it to before we invested too much staff time in developing the Phase 1B/2 MMP. To that end, would it be acceptable to set the ETA for that deliverable as two weeks from Rincon receiving City comments on the Phase 1A MMP? FYI, I’ll be out of the office for a meeting from about 11:30AM today through around 3PM, but I should be back after 3 if you have any questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 26, 2022 2:56 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Can you provide a deliverable status on the monitoring plan for Phase 1A? My notes from the 5/11 kickoff meeting provided two weeks for that piece as due 5/25. Also, please provide a status on expected delivery of the Phase 1B & Phase 2 components. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 3:47 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks for clarifying, Brian. That seems an appropriate way to handle the NAM component. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 35 From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, May 24, 2022 8:22 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Let’s stick with the mitigation requirement to only include a NAM if artifacts or remains are discovered. The Initial Study is included in the attachment starting on page 12 of the PDF. Let me know if you have any additional questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 7:31 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Brian, Thanks again for providing these helpful examples. I’m working with Dustin Merrick to get the MMP complete for Phase 1A. Dustin wanted to clarify a couple components of the mitigation needs for archaeological resources, so that we ultimately document the requirements in the right way for you:  The ER 10-07 Mitigation Measures document (attached) indicates the City is only required to bring in a Native American Monitor (NAM) if we find something prehistoric during construction monitoring (“If Native American artifacts or human remains are discovered within project areas, then the qualified Native American tribal representative or cultural community advisor shall be included as project monitors”). However, in the document, there is discussion between city personnel about bringing in a NAM that suggests a NAM would be present more generally during CR monitoring. Since the City will be on the hook to respond to the Tribes about any monitoring needs, we’d like staff to weigh in on whether we should assume a NAM will be present throughout the conditions that require CR monitoring, or only if there’s a prehistoric find.  Can we get a copy of the Initial Study/environmental document for the utility trenching (mentioned in the ER 10-07 Mitigation Measures document)? That document may give us more insight on why they didn’t call for a NAM and some 36 background on what resources we are dealing with. (The Applied Earthworks CR report in the ER 10-07 Mitigation Measures doc is a monitoring plan/report for a project on Higuera Street.) If it’d help, I can also set up a call with you and Dustin to discuss these questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 12, 2022 8:20 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Attached are three examples of Mitigation and Monitoring plans prepared for underground utility projects in compliance with ER10-07. Below is a snip of City utilities surrounding the site. There are OH PG&E and cable facilities that are crossing the site removal of which is within the scope of Phase 1A. I found the following records for demolition and construction of the existing parking lot, as well as an aerial from 1963 that could help identify where to auger: https://publicplans.slocity.org/WebLink/0/edoc/8689/PFM09808.pdf https://publicplans.slocity.org/WebLink/0/edoc/6103/PFM00068.pdf (This one indicates some on-site electrical and water for existing the lighting and landscaping) https://publicplans.slocity.org/WebLink/0/edoc/8762/PFMg07b.pdf Please confirm receipt as the attached files are a bit large. Thanks, 37 Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications 38 From:Gauna, Samuel Sent:Thursday, January 12, 2023 2:35 PM To:twyatt@kitchell.com Cc:Fagundes, Bill Subject:CADPS Phase 1B Docs Attachments:CADPS Phase 1B Special Provisions Final.pdf; CADPS_Phase 1B_Plans_Final.pdf Good afternoon, You’ll find the documents for Phase 1B attached. Please feel free to reach out with any questions. Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 39 From:Cohen, Rachel Sent:Tuesday, January 10, 2023 3:11 PM To:Bliss, Matheson Subject:City of SLO Mitigation For the Cultural Arts District Parking Structure Attachments:Palm Nipomo MMRP.pdf; BLDG-2274-2022 919 Palm Street CAD PS - Cultural Arts Parking Structure Project Soil Assessment Report.pdf Follow Up Flag:Follow up Flag Status:Completed Hi Mattie, Attached is a Soils Assessment Report for the Cultural Arts District Parking Structure. This was completed in response to Mitigation Measure HAZ-1 (see attached MMRP). Please let me know if you need additional information. Cheers, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications Rincon Consultants, Inc. 1530 Monterey Street, Suite D San Luis Obispo, California 93401 805 547 0900 info@rinconconsultants.com www.rinconconsultants.com Environmental Scientists Planners Engineers September 20, 2022 Project 22-12836 Brian Nelson, Deputy Director of Public Works/City Engineer City of San Luis Obispo 919 Palm Street San Luis Obispo, California 93401 c/o Lief McKay via email: LIMcKay@rrmdesign.com Subject: Soil Assessment Report, Cultural Arts District Parking Structure Project, San Luis Obispo, California Mr. Nelson, On behalf of the City of San Luis Obispo (City), Rincon Consultants, Inc. (Rincon) has prepared this report presenting the findings of a soil assessment performed at 609 Palm Street in San Luis Obispo, California (Vicinity Map, Figure 1). The soil assessment was performed for compliance with HAZ-1 of the Cultural Arts District Parking Structure Project (Project) Mitigation, Monitoring, and Reporting Program (MMRP). The following sections describe the Project and site background, soil assessment methodology, screening criteria, analytical findings of the soil assessment, and conclusions and recommendations. Background Project Description The site is currently developed with a surface level parking lot divided by a sloped garden planter, creating an approximate 4 to 6-foot height variation between the upper and lower parking sections (Figure 2). The area consists of overhead power lines, mature trees, and underground utilities surrounding the perimeter. The Project includes the construction of a multi -level parking structure in roughly the same area as the existing surface parking lot at the corner of Palm and Nipomo streets, and construction of a Repertory Theatre structure to the southeast towards Monterey Street. The portion of the Project site that was included in the soil assessment was the planned parking structure at the corner of Palm and Nipomo Streets. Our understanding of Project earthwork was based on review of the April 20, 2020, Preliminary Palm and Nipomo Phase 1 On-Site Improvement Plans prepared by RRM Design Group. The existing parking lot and structures will be demolished, and then excavated to maximum depths of 18 feet. Raw cut is estimated as 15,300 cubic yards. In the assessment area at 609 Palm Street, the Project excavation depths will be between 2 and 6 feet (RRM 2020). Site Setting The site slopes downward from southeast to northwest with a maximum elevation of 203 feet above mean sea level (AMSL) at the southeast corner, and minimum elevation of 190 feet AMSL at the northwest corner (Earth Systems Pacific, 2011). City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 2 The site is characterized by alluvial sand and gravel from surrounding valley areas and is underlain by Franciscan Assemblage, primarily consisting of greywacke sandstone and metavolcanic rock . This metavolcanic rock often has high levels of iron, nickel, chromium, and magnesium (Earth Systems Pacific 2011). Alluvium observed during an assessment performed by Kleinfelder contained inconsistent zones of sandy clay, clay, and clayey gravel underlain by weak to moderately strong shale bedrock (Kleinfelder 2005). Groundwater was first encountered at approximately 30 feet below ground surface (bgs) in one boring advanced by Kleinfelder in 2005 and between 24 and 30 feet bgs in four borings advanced by Earth Systems Pacific at the site in 2011. Site History A June 8, 2005, report titled Constraints Level Environmental and Geotechnical Assessment (report) prepared by Kleinfelder describes previous site uses, areas of concern for soil impacts, and soil assessment findings. Except for 960 Nipomo Street (address changed to 609 Palm Street in 1992), most of the site appears to have been residential use prior to development as a parking lot. A welding shop and automotive repair station were previously located at 960 Nipomo Street. The onsite parking lot development appears to occur after 1998. The report included documents from Cleath and Associates (Cleath) and San Luis Obispo (SLO) City Fire Department that describe the following potential areas of concern at 960 Nipomo/609 Palm:  Hydraulic lift. A hydraulic lift was removed in the early 1990s. No evidence of soil discoloration and odor were reported by Cleath in the excavation and soil stockpile (Cleath 1992).  Oil-stained surface soil was identified near the northeast corner of the building at the garage entrance. During an inspection performed by Cleath in 1992, the area of oil-stained soil was no longer evident (Cleath 1992).  Dry well. A dry well approximately 15 feet bgs was observed. A 1991 memorandum from Michael Smith, SLO City Hazardous Materials Inspector, recommends destruction per County Health Department standards (SLO 1991).  Concrete pit (mechanics pit). A memorandum from Michael Smith, SLO City Hazardous Materials Inspector, indicates the concrete pit was found to be sound, with the concrete floor, and sides containing no indications of petroleum spillage (SLO 1991).  Fill pipe. A fill pipe likely used as modified sewer clean-out was observed (SLO 1991). Kleinfelder advanced three borings at the site with one of the borings being advanced at 960 Nipomo Street/609 Palm. One soil sample from each boring, collected at 5 feet bgs, was analyzed for volatile organic compounds (VOCs) using United States Environmental Protection Agency (EPA) Method 8260, semi-volatile organic compounds (SVOCs) using EPA Method 8270, and cadmium, chromium, lead, nickel, and zinc using EPA Method 6010. VOCs and SVOCs were not detected above laboratory reporting limits in the soil samples. Chromium and nickel were detected at total concentrations exceeding ten times soluble threshold limit concentration (STLC) levels and were analyzed for soluble chromium and soluble nickel using deionized water waste extraction test (DI-WET). Leachable chromium and nickel were detected at concentrations below STLC levels. DI-WET uses deionized water for metal extraction. If soil is to be disposed at a landfill, STLC analysis using WET with acid extraction is required for total metals detected at concentrations exceeding City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 3 ten times STLC. The current assessment performed by Rincon and described in this report, analyzed metals by WET as warranted and described in the Results section. Five borings were additionally advanced at the site by Earth Systems Pacific in 2011. Metals were detected in the soil samples at similar concentrations to the 2005 Kleinfelder assessment. Total petroleum hydrocarbons (TPH) in the oil range were detected at 3,700 milligrams per kilogram (mg/kg) in the sample collected from 3 feet bgs in boring B-6, and at 140 mg/kg in the sample collected at 4 feet bgs in boring B-4. TPH was not detected or detected at low concentrations in the other analyzed soil samples. Methodology Boring locations were marked in the field using a GPS device with submeter accuracy (Figure 3). A hand auger was utilized on May 26, 2022, to continuously core five soil borings. Soil samples were collected at 2 feet bgs from borings HA1 to HA5, and 5 feet bgs from HA3 and HA4. When the target sampling depth was reached, a slide hammer sampler was utilized to collect discrete soil samples in 6-inch long by 2- inch diameter stainless steel sleeves. A second mobilization was subsequently conducted on July 6, 2022. Additional characterization of constituents detected, as well as the need to resample locations requiring additional solubility analysis (due to inadvertent disposal of samples by the analytical laboratory) was conducted. A Geoprobe® was utilized by Oilfield Environmental and Compliance (OEC) under direction of Rincon to advance five borings to 2 feet bgs . Soil samples were collected from the borings (HA6 to HA10) at 2 feet bgs . Borings were continuously cored by hydraulically driving a two-inch diameter sampling rod into the ground. The macro -core sampler consists of a two-inch diameter tube containing an acetate sleeve liner. By advancing this sampler into the soil, soil was forced into the opening of the sampling tube and a sample was obtained. The designated sampling section (6-inch) length was cut and retained for laboratory analysis. All samples retained were sealed with Teflon sheets, capped, labeled, and stored in a cooler, chilled to approximately 4 degrees Celsius, pending delivery to the analytical laboratory. Soil sample collection was in conformance with the current version of the United States EPA, SW-846 guidance document – Test Methods for Evaluating Solid Waste. The samples were couriered to the analytical laboratory using chain-of-custody protocol. Unretained soil recovered near the sample depths was used to field screen for VOCs, total lead, and to classify the soils. Soil was placed in a zip lock baggie and allowed to volatilize. After sufficient time, the baggie was slightly opened, and the photoionization detector (PID) probe tip was placed within one- eighth inch of the soil inside the baggie. Prior to testing, the PID was calibrated to an isobutylene standard. Soil was also field screened for lead with a x-ray fluorescence (XRF) analyzer. Observations made in the field, including soil classification per the Unified Soil Classification System, a description of any debris, discoloration, odors, PID readings, and XRF measurements were documented on boring logs completed for each loc ation (Appendix A). Following collection of soil samples, all equipment was washed in a non-phosphate detergent solution and double rinsed with water. Borings were backfilled with a concrete bentonite slurry. Asphalt patch was added to the top several inches of the borings to attain a flush paved finish. Soil cuttings and City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 4 decontamination water were properly stored onsite in one labeled Department of Transportation 55- gallon drum pending receipt of analytical data. Sampling was performed under the oversight of a California Professional Geologist. Sample Analysis The soil samples collected on May 26, 2022, were analyzed for the following:  Polyaromatic hydrocarbons (PAHs) using EPA Method 8270C Selected Ion Monitoring (SIM) mode  Full range TPH using EPA Method 8015M  Metals using EPA Method 6010B/7471A  VOCs using EPA Method 8260B Soil samples collected on July 6, 2022, were analyzed for the following:  Two soil samples (HA8-2 and HA9-2) were analyzed for PAHs using EPA Method 8270C SIM  Five soil samples (HA6-2 to HA10-2) were analyzed for total chromium, STLC chromium, and toxicity characteristic leaching procedure (TCLP) chromium using EPA Method 6010B  Two soil samples (HA5-2 and HA6-2) were analyzed for total lead and STLC lead using EPA Method 6010B  One soil sample (HA6-2) was analyzed for total nickel and STLC nickel using EPA Method 6010B Screening Criteria The site is within the jurisdictional area of the Central Coast Regional Water Quality Control Board (CCRWQCB). The CCRWQCB generally uses Environmental Screening Levels (ESLs ) developed by the San Francisco Bay RWQCB. ESLs are conservative concentration thresholds designed to be protective of the environment and human health. Under most circumstances, the presence of a chemical in soil, soil vapor, groundwater, or ambient air at concentrations below the corresponding ESL can be assumed to not pose a significant, long term (chronic) threat to human health and the environment. Additional evaluation is generally necessary at sites where a chemical is detected at concentrations above the corresponding ESL. Active remediation may or may not be required depending on site specific conditions and considerations. The constituents detected in soil samples were evaluated with consideration to the following:  Were any ESLs exceeded?  Is additional delineation (lateral or vertical) warranted based on the ESLs?  Will remediation be required prior to or during construction?  Will special handling and disposal of impacted soil be required during construction? Constituents detected during the Rincon assessment were compared to the following ESLs:  Tier 1 ESL: Acceptable for most land uses  Commercial/Industrial Sites: Based on direct contact at commercial and industrial sites. The lower value of carcinogenic or non-carcinogenic risk was used as the screening level. City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 5  Construction Worker: Based on direct contact with soil by a construction worker. The lower value of carcinogenic or non-carcinogenic risk was used as the screening level.  Leaching: Based on potential to leach to groundwater. The lower value for drinking water was used as the screening level. The following describes additional constituent specific screening criteria: PAHs In addition to compari ng PAHs to ESLs, a toxicity equivalency factor (TEF) was used to convert concentrations of carcinogenic PAHs to an equivalent concentration of benzo(a)pyrene (BaP). The BaP toxicity equivalent (TE) was used to evaluate cancer risk posed by these PAHs from oral exposure. The seven carcinogenic PAHs and their respective TEFs are listed below: Toxicity Equivalency Factors for Carcinogenic PAHs PAH Compound TEF Benzo(a)pyrene 1.0 Benz(a)anthracene 0.1 Benzo(b)fluoranthene 0.1 Benzo(k)fluoranthene 0.01 Chrysene 0.001 Dibenz(a,h)anthracene 1.0 Indeno(1,2,3-c,d)pyrene 0.1 TPH TPH was compared to ESLs. ESLs use the following carbon ranges to differentiate the different types of hydrocarbons: gasoline range organics are in the carbon 4 (C4) to C12 range, diesel range organics are in the C13 to C22 range, and oil range organics are in the C23 to C40 range. The analytical laboratory (OEC) distinguishes the type of hydrocarbons by the same carbon ranges as ESLs. VOCs VOCs were compared to ESLs. Metals Metals were compared to ESLs, background concentrations, and hazardous waste determination criteria. Typical background concentrations for metals in soil in California are as referenced in Kearny Foundation of Soil Science, Division of Agriculture and Natural Resources, University of California, March 1996. Hazardous waste determination, for soil disposal purposes, included comparing metals to the following screening criteria:  Total metal concentrations were compared to the respective total threshold limit concentration (TTLC), to evaluate whether the soil is a California non- Resource Conservation and Recovery Act (RCRA) waste City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 6  STLC metal concentrations were compared to STLC thresholds to evaluate whether the soil is a non- RCRA waste  TCLP metal concentrations were compared to TCLP thresholds to evaluate whether the soil is a RCRA waste Results No soil discoloration or odors were noted that may be indicative of impacted soil collected from the borings. Soil encountered in the borings generally consisted of medium grained silty sand with clay and gravel. Groundwater was not encountered in the borings. Soil analytical results are summarized on Tables 1 through 3. A complete list of the analyzed constituents is included in the laboratory analytical reports in Appendix B. TPH TPH was not detected above method detection limits in any of the soil samples (Table 1) collected by Rincon. TPH was detected during the previous 2011 assessment at boring locations B-4 and B-6. Rincon deliberately located boring HA-4 near B-6 and boring HA-8 near B-4 based on the results of the 2011 assessment. Although TPH was not detected during Rincon’s assessment, it is possible there are isolated areas containing TPH at concentrations exceeding screening criteria. VOCs VOCs were not detected or detected at very low concentrations by the PID. The highest PID measurement was 10.3 parts per million by volume (ppmv) in boring HA5. As summarized on Table 1, the only VOC detected in the soil samples was 0.015 micrograms per kilogram (µg/kg) 4-isopropyl toluene in soil sample HA5-2. An ESL has not been developed for 4-isopropyl toluene. PAHS PAHs were detected above ESLs in one (HA1-2) of the nine soil samples (Table 2). The lateral and vertical extent of BaP and BaP TE detected in HA1-2 was delineated based on soil samples collected from adjacent borings. Metals As summarized on Table 3, the following metals exceeded screening levels:  Arsenic, lead, nickel, vanadium, and zinc exceeded ESLs  Chromium, lead, and nickel were detected at concentrations that warrant soluble analyses for disposal purposes Metals detected at concentrations within background levels generally do not require additional assessment or remediation. However, ESLs and hazardous waste determination levels for lead are below the upper range of background levels for lead in Cal ifornia soil. Arsenic, lead, nickel, and vanadium were detected above ESLs but within background levels for California soils (Kearny 1996). City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 7 Zinc was detected in HA5-2 at 460 mg/kg which exceeds the Tier 1 ESL of 340 mg/kg, which is based on terrestrial risk. ESLs for direct contact of zinc in soil at commercial sites and by construction workers are 350,000 mg/kg and 110,000 mg/kg, respectively. The zinc detected in HA5-2 is well below these ESLs. Chromium, lead, and nickel were detected at concentrations warranting STLC analysis and chromium also warranted TCLP analysis for disposal purposes. STLC and TCLP detections did not exceed hazardous waste thresholds. Chromium was detected at similar concentrations in all of the soil samples and is likely representative of background chromium in site soil. Conclusions PAHs detected in HA1-2 at concentrations exceeding ESLs are delineated by adjacent samples. Certain metals were detected at concentrations exceeding ESLs and above thresholds that warrant additional hazardous waste determination analyses. TPH was not detected and only one low detection of a VOC was reported. Recommendations Soil remediation does not appear to be warranted based on the findings of this soil assessment. Soil excavated during Project construction should be properly managed and its use may be restricted based on the analytical data. Soil at HA1-2 could be re-used onsite if it is re-used at the same location it was removed from. If soil from the location of HA1-2 is to be removed from the site, it should be properly disposed. Other site soil may not be suitable for offsite re-use due to the elevated concentrations of certain metals. A soil management plan is recommended to be developed and used for the Project, and this report submitted to an oversight agency for review. It appears that certain subsurface features such as the mechanics pit and dry well may remain at the site. If encountered, soil impacts may be associated with the features. The soil management plan should describe the methodology for performing soil characterization during Project construction, as warranted. To avoid construction delays, required permits and notifications for excavation of impacted soil should be completed prior to commencing Project earthwork. It is anticipated that the City’s annual permit with the SLO County Air Pollution Co ntrol District will cover the impacted soil management activities . City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 8 Limitations This report has been prepared for and is intended for the exclusive use of the City of San Luis Obispo. The contents of this report should not be relied upon by any other party without the written consent of Rincon Consultants, Inc. Our conclusions regarding the site are based on the results of limited sampling programs conducted. The results of these evaluations are qualified by the fact that only limited sampling and analytical testing was conducted during these assessments. If there are questions regarding the content of this report, please feel free to contact Shawn Decker at 805-319 -4092. Sincerely, Rincon Consultants, Inc. This document has been digitally signed and sealed by Julie Doane-Allmon, PG, on 9/20/2022. Shawn Decker, MESM, LEED AP Senior Program Manager Julie Doane-Allmon, PG #9252 Senior Program Manager City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 9 Attachments Table 1 Soil Analytical Results – TPH and VOCs Table 2 Soil Analytical Results – PAHs Table 3 Soil Analytical Results – Metals Figure 1 Vicinity Figure 2 Site Figure 3 Boring Locations Figure 4 Site Photographs Attachment 1 Boring Logs Attachment 2 Analytical Reports City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Page 10 References City of San Luis Obispo. 1990. V’s Unlimited – 960 Nipomo Street, February 5. ______. 1991. Memorandum, Site Environmental Review- 960 Nipomo Street, January 15. Cleath & Associates. 1990. Reconnaissance for contamination at former Auto Repair Shop at the Northeast corner of the intersection of Nipomo and Palm Streets, January 25. ______. 1992. Soil Inspection at former auto repair shop at the Northeast corner of the intersection of Nipomo and Palm Streets, July 21. Earth Systems Pacific. 2011. Geotechnical, Geologic, and Hazardous Materials Assessment Report, Palm and Nipomo Parking Structure, Palm and Nipomo Streets, San Luis Obispo, California, April 21. Environmental Protection Agency. 1993. Provisional Guidance for Quantitative Risk Assessment of Polycyclic Aromatic Hydrocarbons, July. Kearney Foundation of Soil Science, Division of Agriculture and Natural Resources, University of California. 1996. Background Concentrations of Trace and Major Elements in California Soils. March. Kleinfelder. 2005. Constraints Level Environmental and Geotechnical Assessment, Proposed Palm- Nipomo Garage Site, San Luis Obispo, California. Rincon Consultants, Inc. 2018. Mitigation Monitoring and Reporting Program, Palm Nipomo Parking Structure Project. July. RRM Design Group. 2020. Phase I On-Site Improvement Plans, 609 & 633 Palm, 970 & 972 Nipomo, 610, 614, & 630 Monterey. April 24. State Water Resources Control Board. 2022. https://geotracker.waterboards.ca.gov/profile_report?global_id=T10000007943. United States Geological Survey (USGS). 1986. Water-Resources Investigations Report 86-4103. http://pubs.er.usgs.gov/publication/wri864103 ______. 1995. Geologic map of the Solvang and Gaviota quadrangles, Santa Barbara County, California. https://ngmdb.usgs.gov/Prodesc/proddesc_205.htm Tables City of San Luis Obispo Cultural Arts District Parking Structure Project, 609 Palm Street, San Luis Obispo, California TPHg (C5-C12) TPHd (C13-C22) TPHo (C23-C40) Full Range TPH HA1 2 <0.0094 <10 <50 ND ND HA2 2 <0.0094 <10 <50 ND ND 2 <0.0094 <10 <50 ND ND 5 <0.0094 <10 <50 ND ND 2 <0.0094 <10 <50 ND ND 5 <0.0094 <10 <50 ND ND HA5 2 <0.0094 <10 <50 ND 0.015 4-Isopropyl Toluene 100 260 1,600 NE Varies 2,000 1,200 180,000 NE Varies ESL- L 1,100 1,100 NE NE Varies 1,800 1,100 54,000 NE Varies Definitions: bold Constituent detected above method detection limit <10 Constituent not detected above method detection limit ND Constituent not detected above method detection limit NE Environmental screening level not established TPH Total petroleum hydrocarbons as gasoline (TPHg), diesel (TPHd), and motor oil (TPHo) VOC Volatile organic compounds ESL San Francisco Bay Regional Water Quality Control Board Environmental Screening Levels (2019, Revision 2) Tier 1 ESL Acceptable for most land uses (basis- leaching, terrestrial habitat, odors, or health risk) ESL- C Direct contact at commercial sites. Lower value of carcinogenic or non-carcinogenic used ESL- L Leaching to groundwater (drinking water) ESL- CW Direct contact construction worker. Lower value of carcinogenic or non-carcinogenic used bgs Below ground surface Notes: Soil samples collected by Rincon on May 26, 2022 Table 1: Soil Analytical Results - TPH Boring Identification Sample Depth (feet bgs) TPH - EPA Method 8015B(M) HA3 VOCs - EPA Method 8260B milligrams per kilogram ESL- C Tier 1 ESL ESL- CW HA4 1 Rincon Consultants, Inc. City of San Luis Obispo Cultural Arts District Parking Structure Project, 609 Palm Street, San Luis Obispo, California AcenaphtheneAcenaphthyleneAnthraceneBenz(a)anthraceneBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo(a)pyreneBenzo(g,h,i)peryleneChryseneDibenz(a,h)anthraceneFluorantheneFluoreneIndeno(1,2,3-c,d)pyreneNaphthalenePhenanthrenePyreneBenzo(a)pyrene TEHA1 2 <0.02 0.028 0.032 0.19 0.26 0.099 0.27 0.19 0.14 0.048 0.27 <0.02 0.16 <0.02 0.18 0.31 0.38 HA2 2 <0.02 <0.02 0.0067 0.034 0.052 0.018 0.040 0.0093 0.028 <0.02 0.054 <0.02 0.010 <0.02 0.035 0.062 0.05 2 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 ND 5 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 ND 2 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 ND 5 0.13 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 <0.02 0.028 <0.02 0.13 <0.02 <0.02 ND HA5 2 <0.02 <0.02 <0.02 <0.02 0.010 <0.02 0.0063 <0.02 <0.02 <0.02 0.0053 <0.02 <0.02 <0.02 <0.02 0.0060 0.0063 HA8 2 <0.01 0.010 0.015 0.080 0.130 0.047 0.100 0.029 0.069 <0.01 0.110 <0.01 0.031 <0.01 0.068 0.120 0.011 HA9 2 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 ND ------0.1 0.1 0.01 1 --0.001 1 ----0.1 -------- 12 6.4 1.9 0.63 1.1 2.8 0.11 2.5 2.2 0.11 0.69*6 0.48*0.04 7.8 45 0.11 45,000 --230,000 20 21 210 2.1 --2,100 2.1 30,000 30,000 21 17 --23,000 2.1 ESL- L 12 6.4 1.9 10 5.4 5 5.7 27.00 2.2 29 86 6 16 0.042 11 45 5.7 10,000 --50,000 110 110 910 10 --9,100 11 6,700 6,700 110 400 --5,000 10 Definitions:Notes: bold Constituent detected above method detection limit * Tier I ESL based on terrestrial risk. Most conservative non-terrestrial based risk: <0.02 Constituent not detected above method detection limit Fluoranthene ESL based on leaching to groundwater risk is 86 mg/kg ND Constituent not detected above method detection limit Indeno ESL based on direct contact in a residential land use is 1.1 mg/kg NE Environmental screening level not established PAHs Polycyclic aromatic hydrocarbons ESL San Francisco Bay Regional Water Quality Control Board Environmental Screening Levels (2019, Revision 2) Tier 1 ESL Acceptable for most land uses (basis- leaching, terrestrial habitat, odors, or health risk) ESL- C Direct contact at commercial sites. Lower value of carcinogenic or non-carcinogenic used ESL- CW Direct contact construction worker. Lower value of carcinogenic or non-carcinogenic used TE Toxicity equivalent TEF Toxicity equivalent factor bgs Below ground surface Table 2: Soil Analytical Results - PAHs Boring Identification Sample Depth (feet bgs)milligrams per kilogram ESL- C ESL- CW HA3 HA4 PAHs - EPA Method 8270C Benzo(a)pyrene TEF Date Sampled May 26, 2022 July 6, 2022 Tier 1 ESL 1 Rincon Consultants, Inc. City of San Luis Obispo Cultural Arts District Parking Structure Project, 609 Palm Street, San Luis Obispo, California AntimonyBariumBerylliumCadmiumChromiumCobaltCopperMercuryMolybdenumNickelSeleniumSilverThalliumVanadiumZincChromium STLCChromium TCLPLead STLCNickel STLCHA1 2 <2.3 4.7 110 <0.46 <0.23 120 18 25 30 0.10 1.2 210 <1.8 <0.46 <0.92 35 68 N/A N/A N/A N/A HA2 2 <2.3 4.1 130 <0.46 <0.23 110 21 30 57 0.16 0.91 180 <1.8 <0.46 <0.92 40 84 N/A N/A N/A N/A 2 <2.3 6.3 150 <0.46 <0.23 110 22 33 6.6 <0.09 1.5 180 <1.8 <0.46 <0.92 46 68 N/A N/A N/A N/A 5 <2.3 3.8 120 <0.46 <0.23 110 22 19 5.3 0.17 0.80 130 <1.8 <0.46 <0.92 41 32 N/A N/A N/A N/A 2 <2.3 5.6 130 <0.46 <0.23 100 18 30 11 <0.09 1.6 170 <1.8 <0.46 <0.92 43 63 N/A N/A N/A N/A 5 <2.3 5.5 120 <0.46 <0.23 120 18 26 6.6 <0.09 1.1 180 <1.8 <0.46 <0.92 43 56 N/A N/A N/A N/A HA5 2 <2.3 3.2 130 <0.46 0.51 94 15 19 41 0.18 1.0 130 <1.8 <0.46 <0.92 33 460 N/A N/A N/A N/A HA6 2 N/A N/A N/A N/A N/A 120 N/A N/A 47 N/A N/A 180 N/A N/A N/A N/A N/A 0.75 <0.05 0.87 3.4 HA7 2 N/A N/A N/A N/A N/A 130 N/A N/A 6 N/A N/A N/A N/A N/A N/A N/A N/A 0.79 <0.05 0.12 N/A HA8 2 N/A N/A N/A N/A N/A 140 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.7 <0.05 N/A N/A HA9 2 N/A N/A N/A N/A N/A 120 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.65 <0.05 N/A N/A HA10 2 N/A N/A N/A N/A N/A 78 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.34 N/A N/A N/A<1 8 <0 46 <0 92150501,000 7.5 10 50 800 250 50 2 3,500 200 10 50 70 240 2,500 -------- NA 100 2,000 NE 20 100 NE NE 100 4 NE NE 20 100 NE NE NE -------- 0.15 - 1.95 0.6 - 11 133 - 1,400 0.25 - 2.70 0.05 - 1.70 23 - 1,579 2.7 - 46.9 9.1 - 96.4 12.4 - 97.1 0.05 - 0.90 0.1 - 9.6 9.0 - 509 0.015 - 0.430 0.10 - 8.3 0.17- 1.1 39 - 288 88 - 236 -------- 11 0.067 390 5 1.9 160 23 180 32 13 6.9 86 2.4 25 0.78 18 340 -------- 160 0.31 220,000 230 1,100 --350 47,000 320 190 5,800 11,000 5,800 5,800 12 5,800 350,000 -------- ESL- L NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE NE -------- 50 0.98 3,000 27 51 --28 14,000 160 44 1,800 86 1,700 1,800 3.5 470 110,000 -------- 15 5.0 100 0.75 1.0 5.0 80 25 5.0 0.20 350 20 1.0 5.0 7.0 24 250 5.0 --5.0 20 500 500 10,000 75 100 2,500 2,500 8,000 1,000 20 3,500 2,000 100 500 700 2,400 5,000 -------- NE 5.0 100 NE 1.0 5.0 NE NE 5.0 0.20 NE NE 1.0 5.0 NE NE NE --5.0 ---- Definitions: bold Constituent detected above method detection limit <2.3 Constituent not detected above method detection limit ND Constituent not detected above method detection limit NE Screening level not established Background Concentration Kearney, Background Concentrations of Trace and Major Elements in California Soils, University of California, 1996 ESL San Francisco Bay Regional Water Quality Control Board Environmental Screening Levels (2019, Revision 2) Tier 1 ESL Acceptable for most land uses (basis- leaching, terrestrial habitat, odors, or health risk) ESL- C Direct contact at commercial sites. Lower value of carcinogenic or non-carcinogenic used ESL- L Leaching to groundwater (drinking water) ESL- CW Direct contact construction worker. Lower value of carcinogenic or non-carcinogenic used TTLC Total Threshold Limit Concentration STLC Soluble Threshold Limit Concentration TCLP Toxicity Characteristic Leaching Procedure bgs Below ground surface N/A Analysis not run RCRA Resource Conservation and Recovery Act milligrams per kilogramBoring Identification Sample Depth (feet bgs) TCLP (mg/L) May 26, 2022 July 6, 2022 Date Sampled Dispose Offsite as non-RCRA Waste Dispose Offsite as RCRA Waste TTLC ESL-C STLC (mg/L) milligrams per kilogram STLC/TCLP Metals - 6010B Table 3: Soil Analytical Results - Metals Metals - EPA Method 6010B; Mercury - EPA Method 7471A ESL- CW Trigger Level for performing CA-WET (10 x STLC) Trigger Level for performing TCLP (20 x TCLP)ArsenicLeadHA3 HA4 Tier 1 ESL Background Concentration 1 Rincon Consultants, Inc. Figures ^_ Rincon Consultants, Inc . Vicinity Figure 1 ± Basemap Source: ESRI Data, 2004, and USGS/CD FG, 2002. ^_P a c i f i cOcean Avenal Bakersfield Coalinga Delano Lemoore Lompoc Oxnard Santa Barbara Santa Maria Soledad Visalia Los PadresNationalForest £¤101 |ÿ99 §¨¦5 0 2,0001,000 Scale in Feet Site ± Imagery provided by National Geographic Society, Esri andits licensors © 2022. The topographic representation depictedin this map may not portray all of the features currently found inthe vicinity today and/or features depicted in this map may havechanged since the original topographic map was assembled. Community Development Department City of San Luis OispoCultural Arts District Parking Structure Project - 609 Palm Street, San Luis Obispo, California Cultural Arts District Parking Structure Project609 Palm Street, San Luis Obispo, California Community Development Department City of San Luis Obispo Site Figure 2 Rincon Consultants, Inc. 0 10050 Feet ± Project Site Parcel Boundaries Soil Assessment Site Imagery provided by Microsoft Bing and its licensors © 2022. S i n g l e F a m i l yResidential R e i s F a m i l yMortuary(H i s t o r i c H a r m o n y C r e a m e r y ) S o d a W o r k sMixed U s e C h i l d r e n 'sMuseum C o n t r i b u t i n gHistoricBuildings F u t u r e M o n t e r e yPlace M i x e d Us e H i s t o r i cLattimer-H a y e sAdobe M u l t i -f a m i l y R e s i d e n t i a l M i s s i o n C o l l e g e P r e p a r a t o r ySchool & A t h l e t i c F i e l d 002-412-001609 Palm St002-412-002972 Nipomo St0 0 2-4 1 2-0 1 1 6 1 0 M o ntere y St 0 0 2-4 1 2-0 1 2 6 1 4 M o ntere y St 0 0 2-4 1 2-0 0 4 6 3 0 P al m St 0 0 2-4 1 2-0 0 3 6 3 3 P al m St City of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm Street, San Luis Obispo, California Rincon Consultants, Inc. Figure 4 Photograph 1. View of HA1, HA2, HA2-stepout, HA4 and soil storage drum from the northwest. Photograph 2. View of HA3, HA2, HA2-stepout, and HA4 from the west. Photograph 3. View of HA5 coring from the northeast. Photograph 4. View of direct push rig at HA7 from the southeast. Attachment 1 Boring Logs 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA1.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA1 (Page 1 of 1) Date Completed : May 26, 2022 Method : Hand Auger Drilled By : Sawyer Carman Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 SamplesUSCSSM GRAPHICDESCRIPTION Silty SAND with gravel, moist, brown, coarse-grained, poorly-sorted, weak cement, no odor Extent of Boring = 2.5 feet; Groundwater not encountered; Backfilled with bentonite-concrete slurry; Refusal at 2.5 feet PID 0.0 XRF (Pb) 20 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA2.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA2 (Page 1 of 1) Date Completed : May 26, 2022 Method : Hand Auger Drilled By : Sawyer Carman Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 SamplesUSCSSC GRAPHICDESCRIPTION Silty SAND with gravel, moist, brown, medium-grained, poorly-sorted, moderate cement, no odor Extent of Boring = 2.5 feet; Groundwater not encountered; Backfilled with bentonite-concrete slurry; Refusal at 2.5 feet PID 0.0 XRF (Pb) 95 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA2-Stepout.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA2 - Stepout (Page 1 of 1) Date Completed : May 26, 2022 Method : Hand Auger Drilled By : Sawyer Carman Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 SamplesUSCSSC GRAPHICDESCRIPTION Extent of Boring = 1.5 feet; Groundwater not encountered; Backfilled with bentonite-concrete slurry; Refusal at 1.5 feet 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA3.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA3 (Page 1 of 1) Date Completed : May 26, 2022 Method : Hand Auger Drilled By : Sawyer Carman Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 SamplesUSCSCL CL GRAPHICDESCRIPTION LEAN CLAY with sand, moist, brown, fine-grained, poorly-sorted, moderate cement, no odor LEAN CLAY with sand, moist, brown, fine-grained, poorly-sorted, strong cement, no odor Extent of Boring = 5 feet; Groundwater not encountered; Backfilled with bentonite-concrete slurry PID 0.0 0.0 XRF (Pb) 94 ND 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA4.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA4 (Page 1 of 1) Date Completed : May 26, 2022 Method : Hand Auger Drilled By : Sawyer Carman Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 SamplesUSCSML ML GRAPHICDESCRIPTION SILT with sand, moist, brown, fine-grained, poorly-sorted, weak cement, no odor Sandy SILT, moist, brown, fine-grained, well-sorted, weak cement, no odor Extent of Boring = 5 feet; Groundwater not encountered; Backfilled with bentonite-concrete slurry PID 0.3 0.0 XRF (Pb) ND ND 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA5.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA5 (Page 1 of 1) Date Completed : May 26, 2022 Method : Hand Auger Drilled By : Sawyer Carman Logged By : Sawyer Carman Depth in Feet 0.0 0.2 0.4 0.6 0.8 1.0 1.2 SamplesUSCSSC GRAPHICDESCRIPTION Extent of Boring = 1.2 feet; Groundwater not encountered; Backfilled with bentonite-concrete slurry; Refusal at 1.2 feet 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA5-Planter.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA5 - Planter (Page 1 of 1) Date Completed : May 26, 2022 Method : Hand Auger Drilled By : Sawyer Carman Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 3.0 SamplesUSCSSM GRAPHICDESCRIPTION Sandy SILT with trace gravel, moist, brown, medium-grained, poorly-sorted, weak cement, no odor Extent of Boring = 2.9 feet; Groundwater not encountered; Backfilled with bentonite-concrete slurry PID 10.3 XRF (Pb) 333 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA6.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA6 (Page 1 of 1) Date Completed : July 6, 2022 Method : DPT Drilled By : Oilfield Environmental & Compliance Inc. Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 SamplesUSCSCL GRAPHICDESCRIPTION LEAN CLAY with sand and gravel, moist, brown, fine to medium-grained, poorly-sorted, moderate cement, no odor Extent of Boring = 2.0 feet; Groundwater not encountered; Backfilled with bentonite PID 4.1 XRF (Pb) 71 XRF (Cr) 530 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA7.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA7 (Page 1 of 1) Date Completed : July 6, 2022 Method : DPT Drilled By : Oilfield Environmental & Compliance Inc. Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 SamplesUSCSSC GRAPHICDESCRIPTION Silty SAND with gravel, moist, brown, medium-grained, poorly-sorted, weak cement, no odor Extent of Boring = 2.0 feet; Groundwater not encountered; Backfilled with bentonite PID 5.7 XRF (Pb) ND XRF (Cr) 480 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA8.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA8 (Page 1 of 1) Date Completed : July 6, 2022 Method : DPT Drilled By : Oilfield Environmental & Compliance Inc. Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 SamplesUSCSSC GRAPHICDESCRIPTION Silty SAND with gravel, dry to moist, brown, medium-grained, poorly-sorted, weak cement, no odor Extent of Boring = 2.0 feet; Groundwater not encountered; Backfilled with bentonite PID 3.8 XRF (Pb) 46 XRF (Cr) 510 09-14-2022 C:\Users\tsinnott\OneDrive - Rincon Consultants\Documents\Temp\20220918 WE\HA9.borCity of San Luis Obispo Cultural Arts District Parking Structure Project 609 Palm St Project No. 22-12836 LOG OF BORING HA9 (Page 1 of 1) Date Completed : July 6, 2022 Method : DPT Drilled By : Oilfield Environmental & Compliance Inc. Logged By : Sawyer Carman Depth in Feet 0.0 0.5 1.0 1.5 2.0 2.5 SamplesUSCSSC GRAPHICDESCRIPTION Silty SAND with gravel, moist, brown, medium-grained, poorly-sorted, weak cement, no odor Extent of Boring = 2.0 feet; Groundwater not encountered; Backfilled with bentonite PID 5.4 XRF (Pb) 20 XRF (Cr) 500 Attachment 2 Analytical Reports [TOC_1]Cover Page[ Oilfield Environmental & Compliance, Inc. Analytical Report Project: Cultural Arts District Ventura, CA 93003 180 N. Ashwood Ave. Rincon Consultants Shawn Decker OEC Work Order:2203318 Report Date: June 13, 2022 16:49 22-12836Number: msprister@oecusa.com Meredith Sprister, Business Director Enclosed is an analytical report for the above referenced project. The samples included in this report were received on May 27, 2022 16:00 and analyzed in accordance with the attached chain-of-custody. Unless otherwise noted, all analytical testing was accomplished in accordance with the guidelines established in our Quality Manual, applicable standard operating procedures, and other related documentation. The results in this analytical report are limited to the samples tested and any reproduction thereof must be made in its entirety. If you have any questions regarding this report, please do not hesitate to contact the undersigned. Authorized for release by: This laboratory is accredited in accordance with the recognised International Standard ISO /IEC 17025. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISOILAC-IAF CommuniquØ dated April 2017) 307 Roemer Way, Suite 300 Santa Maria, CA 93454 client.oec.com\reports CA-ELAP 2438, TNI 02666 TNI 2016 & ISO/IEC 17025:2017 www.oecusa.com Fax: Main: (805) 925-3376 (805) 922-4772 Page 1 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Sample ID Laboratory ID Client Matrix Date Sampled Sample Summary Date Received [TOC_1]Sample Summary[TOC] Lab Matrix HA1-2 2203318-01 05/26/2022 15:20 05/27/2022 16:00Solid Solid HA2-2 2203318-02 05/26/2022 16:10 05/27/2022 16:00Solid Solid HA3-2 2203318-03 05/26/2022 12:30 05/27/2022 16:00Solid Solid HA4-2 2203318-04 05/26/2022 10:40 05/27/2022 16:00Solid Solid HA5-Planter 2203318-05 05/26/2022 14:20 05/27/2022 16:00Solid Solid HA3-5 2203318-06 05/26/2022 13:10 05/27/2022 16:00Solid Solid HA4-5 2203318-07 05/26/2022 11:20 05/27/2022 16:00Solid Solid [TOC_1]Sample Batch Preparation Summary[Sample Batch Preparation Summary Analysis Preparation Date/TimeBatch ID Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring 8270C PNA SIM 06/03/2022 09:37B2F0107 Semi-Volatile Organic TPH by GC/FID 8015 Diesel & Motor Oil List 06/01/2022 13:28B2F0033 Total Metals by CVAA Mercury Total EPA 7471A 05/31/2022 08:48B2E0873 Total Metals by ICP 6010B Total 06/01/2022 12:09B2F0026 Volatile Organic Compounds by GC/MS 8260B Full List/TPH-Gas 06/03/2022 07:28B2F0101 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 2 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 2 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA1-2 Sampled : 05/26/22 15:20 Lab ID : 2203318-01 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2203318-01 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by CVAA[TOC] Total Metals by CVAA EPA 7471A0.10 B2E0873 06/01/22 13:05mg/kg 1Mercury0.090 [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP ND EPA 6010B06/06/22 12:12mg/kg B2F00261Antimony2.3 "4.7 """"Arsenic 1.8 "110 """"Barium 0.92 ND """ ""Beryllium 0.46 ND """ ""Cadmium 0.23 "120 """"Chromium 0.46 N-02, N-03 "18 """"Cobalt 0.46 "25 """"Copper 0.92 "30 """"Lead 0.46 "1.2 """"Molybdenum 0.46 "210 """"Nickel 0.46 N-02 ND """ ""Selenium 1.8 ND """ ""Silver 0.46 ND """ ""Thallium 0.92 "35 """"Vanadium 1.8 "68 """"Zinc 1.8 [TOC_2]Semi-Volatile Organic TPH by GC/FID[TOC] Semi-Volatile Organic TPH by GC/FID ND EPA 8015M06/02/22 19:43mg/kg B2F00331TPH Diesel (C13-C22)10 ND """ ""TPH Motor Oil (C23-C40)50 """( 52 - 145 )123 %Surrogate: o-Terphenyl The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 3 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 3 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA1-2 Sampled : 05/26/22 15:20 Lab ID : 2203318-01 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Volatile Organic Compounds by GC/MS[TOC] Volatile Organic Compounds by GC/MS ND EPA 8260B/LUFT06/03/22 17:57mg/kg B2F01011Benzene0.0094 ND """ ""Bromobenzene 0.0094 ND """ ""Bromochloromethane 0.0094 ND """ ""Bromodichloromethane 0.0094 ND """ ""Bromoform 0.0094 ND """ ""Bromomethane 0.0094 ND """ ""n-Butylbenzene 0.0094 ND """ ""sec-Butylbenzene 0.0094 ND """ ""tert-Butylbenzene 0.0094 ND """ ""Carbon tetrachloride 0.0094 ND """ ""Chlorobenzene 0.0094 ND """ ""Chloroethane 0.0094 ND """ ""Chloroform 0.0094 ND """ ""Chloromethane 0.0094 ND """ ""2-Chlorotoluene 0.0094 ND """ ""4-Chlorotoluene 0.0094 ND """ ""Dibromochloromethane 0.0094 ND """ ""1,2-Dibromo-3-chloropropane 0.0094 ND """ ""1,2-Dibromoethane (EDB)0.0094 ND """ ""Dibromomethane 0.0094 ND """ ""1,2-Dichlorobenzene 0.0094 ND """ ""1,3-Dichlorobenzene 0.0094 ND """ ""1,4-Dichlorobenzene 0.0094 ND """ ""Dichlorodifluoromethane 0.0094 ND """ ""1,1-Dichloroethane 0.0094 ND """ ""1,2-Dichloroethane 0.0094 ND """ ""1,1-Dichloroethene 0.0094 ND """ ""cis-1,2-Dichloroethene 0.0094 ND """ ""trans-1,2-Dichloroethene 0.0094 ND """ ""1,2-Dichloropropane 0.0094 ND """ ""1,3-Dichloropropane 0.0094 ND """ ""2,2-Dichloropropane 0.0094 ND """ ""1,1-Dichloropropene 0.0094 ND """ ""cis-1,3-Dichloropropene 0.0094 ND """ ""trans-1,3-Dichloropropene 0.0094 ND """ ""Ethylbenzene 0.0094 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 4 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 4 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA1-2 Sampled : 05/26/22 15:20 Lab ID : 2203318-01 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult Volatile Organic Compounds by GC/MS (Continued) ND EPA 8260B/LUFT06/03/22 17:57mg/kg B2F01011Hexachlorobutadiene0.0094 ND """ ""4-Isopropyl Toluene 0.0094 ND """ ""Isopropylbenzene 0.0094 ND """ ""Methylene chloride 0.0094 ND """ ""Naphthalene 0.0094 ND """ ""n-Propylbenzene 0.0094 ND """ ""Styrene 0.0094 ND """ ""1,1,1,2-Tetrachloroethane 0.0094 ND """ ""1,1,2,2-Tetrachloroethane 0.0094 ND """ ""Tetrachloroethene (PCE)0.0094 ND """ ""Toluene 0.0094 ND """ ""1,2,3-Trichlorobenzene 0.0094 ND """ ""1,2,4-Trichlorobenzene 0.0094 ND """ ""1,1,1-Trichloroethane 0.0094 ND """ ""1,1,2-Trichloroethane 0.0094 ND """ ""Trichloroethene (TCE)0.0094 ND """ ""Trichlorofluoromethane 0.0094 ND """ ""1,2,3-Trichloropropane 0.0094 ND """ ""1,2,4-Trimethylbenzene 0.0094 ND """ ""1,3,5-Trimethylbenzene 0.0094 ND """ ""Vinyl chloride 0.0094 ND """ ""Xylenes (total)0.0094 ND """ ""TPH Gasoline (C4-C12)0.94 """( 77 - 124 )100 %Surrogate: Dibromofluoromethane """( 79 - 124 )98 %Surrogate: Toluene-d8 """( 80 - 122 )94 %Surrogate: 4-Bromofluorobenzene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 5 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 5 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA1-2 Sampled : 05/26/22 15:20 Lab ID : 2203318-01 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult R-06 [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM06/09/22 17:48mg/kg B2F01074Acenaphthene0.020 "0.028 """"Acenaphthylene 0.020 "0.032 """"Anthracene 0.020 "0.19 """"Benz (a) anthracene 0.020 "0.26 """"Benzo (b) fluoranthene 0.020 "0.099 """"Benzo (k) fluoranthene 0.020 "0.27 """"Benzo (a) pyrene 0.020 "0.19 """"Benzo (g,h,i) perylene 0.020 "0.14 """"Chrysene 0.020 "0.048 """"Dibenz (a,h) anthracene 0.020 "0.27 """"Fluoranthene 0.020 ND """ ""Fluorene 0.020 "0.16 """"Indeno (1,2,3-cd) pyrene 0.020 ND """ ""Naphthalene 0.020 "0.18 """"Phenanthrene 0.020 "0.31 """"Pyrene 0.020 """( 19 - 192 )115 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 6 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 6 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA2-2 Sampled : 05/26/22 16:10 Lab ID : 2203318-02 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2203318-02 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by CVAA[TOC] Total Metals by CVAA EPA 7471A0.16 B2E0873 06/01/22 13:07mg/kg 1Mercury0.087 [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP ND EPA 6010B06/06/22 12:15mg/kg B2F00261Antimony2.4 "4.1 """"Arsenic 1.9 "130 """"Barium 0.94 ND """ ""Beryllium 0.47 ND """ ""Cadmium 0.24 "110 """"Chromium 0.47 N-02, N-03 "21 """"Cobalt 0.47 "30 """"Copper 0.94 "57 """"Lead 0.47 N-02 "0.91 """"Molybdenum 0.47 "180 """"Nickel 0.47 ND """ ""Selenium 1.9 ND """ ""Silver 0.47 ND """ ""Thallium 0.94 "40 """"Vanadium 1.9 "84 """"Zinc 1.9 [TOC_2]Semi-Volatile Organic TPH by GC/FID[TOC] Semi-Volatile Organic TPH by GC/FID ND EPA 8015M06/02/22 19:22mg/kg B2F00331TPH Diesel (C13-C22)10 ND """ ""TPH Motor Oil (C23-C40)50 """( 52 - 145 )124 %Surrogate: o-Terphenyl The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 7 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 7 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA2-2 Sampled : 05/26/22 16:10 Lab ID : 2203318-02 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Volatile Organic Compounds by GC/MS[TOC] Volatile Organic Compounds by GC/MS ND EPA 8260B/LUFT06/03/22 18:24mg/kg B2F01011Benzene0.0052 ND """ ""Bromobenzene 0.0052 ND """ ""Bromochloromethane 0.0052 ND """ ""Bromodichloromethane 0.0052 ND """ ""Bromoform 0.0052 ND """ ""Bromomethane 0.0052 ND """ ""n-Butylbenzene 0.0052 ND """ ""sec-Butylbenzene 0.0052 ND """ ""tert-Butylbenzene 0.0052 ND """ ""Carbon tetrachloride 0.0052 ND """ ""Chlorobenzene 0.0052 ND """ ""Chloroethane 0.0052 ND """ ""Chloroform 0.0052 ND """ ""Chloromethane 0.0052 ND """ ""2-Chlorotoluene 0.0052 ND """ ""4-Chlorotoluene 0.0052 ND """ ""Dibromochloromethane 0.0052 ND """ ""1,2-Dibromo-3-chloropropane 0.0052 ND """ ""1,2-Dibromoethane (EDB)0.0052 ND """ ""Dibromomethane 0.0052 ND """ ""1,2-Dichlorobenzene 0.0052 ND """ ""1,3-Dichlorobenzene 0.0052 ND """ ""1,4-Dichlorobenzene 0.0052 ND """ ""Dichlorodifluoromethane 0.0052 ND """ ""1,1-Dichloroethane 0.0052 ND """ ""1,2-Dichloroethane 0.0052 ND """ ""1,1-Dichloroethene 0.0052 ND """ ""cis-1,2-Dichloroethene 0.0052 ND """ ""trans-1,2-Dichloroethene 0.0052 ND """ ""1,2-Dichloropropane 0.0052 ND """ ""1,3-Dichloropropane 0.0052 ND """ ""2,2-Dichloropropane 0.0052 ND """ ""1,1-Dichloropropene 0.0052 ND """ ""cis-1,3-Dichloropropene 0.0052 ND """ ""trans-1,3-Dichloropropene 0.0052 ND """ ""Ethylbenzene 0.0052 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 8 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 8 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA2-2 Sampled : 05/26/22 16:10 Lab ID : 2203318-02 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult Volatile Organic Compounds by GC/MS (Continued) ND EPA 8260B/LUFT06/03/22 18:24mg/kg B2F01011Hexachlorobutadiene0.0052 ND """ ""4-Isopropyl Toluene 0.0052 ND """ ""Isopropylbenzene 0.0052 ND """ ""Methylene chloride 0.0052 ND """ ""Naphthalene 0.0052 ND """ ""n-Propylbenzene 0.0052 ND """ ""Styrene 0.0052 ND """ ""1,1,1,2-Tetrachloroethane 0.0052 ND """ ""1,1,2,2-Tetrachloroethane 0.0052 ND """ ""Tetrachloroethene (PCE)0.0052 ND """ ""Toluene 0.0052 ND """ ""1,2,3-Trichlorobenzene 0.0052 ND """ ""1,2,4-Trichlorobenzene 0.0052 ND """ ""1,1,1-Trichloroethane 0.0052 ND """ ""1,1,2-Trichloroethane 0.0052 ND """ ""Trichloroethene (TCE)0.0052 ND """ ""Trichlorofluoromethane 0.0052 ND """ ""1,2,3-Trichloropropane 0.0052 ND """ ""1,2,4-Trimethylbenzene 0.0052 ND """ ""1,3,5-Trimethylbenzene 0.0052 ND """ ""Vinyl chloride 0.0052 ND """ ""Xylenes (total)0.0052 ND """ ""TPH Gasoline (C4-C12)0.52 """( 77 - 124 )103 %Surrogate: Dibromofluoromethane """( 79 - 124 )96 %Surrogate: Toluene-d8 """( 80 - 122 )96 %Surrogate: 4-Bromofluorobenzene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 9 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 9 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA2-2 Sampled : 05/26/22 16:10 Lab ID : 2203318-02 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM06/09/22 18:12mg/kg B2F01071Acenaphthene0.0050 ND """ ""Acenaphthylene 0.0050 "0.0067 """"Anthracene 0.0050 "0.034 """"Benz (a) anthracene 0.0050 "0.052 """"Benzo (b) fluoranthene 0.0050 "0.018 """"Benzo (k) fluoranthene 0.0050 "0.040 """"Benzo (a) pyrene 0.0050 "0.0093 """"Benzo (g,h,i) perylene 0.0050 "0.028 """"Chrysene 0.0050 ND """ ""Dibenz (a,h) anthracene 0.0050 "0.054 """"Fluoranthene 0.0050 ND """ ""Fluorene 0.0050 "0.010 """"Indeno (1,2,3-cd) pyrene 0.0050 ND """ ""Naphthalene 0.0050 "0.035 """"Phenanthrene 0.0050 "0.062 """"Pyrene 0.0050 """( 19 - 192 )111 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 10 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 10 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA3-2 Sampled : 05/26/22 12:30 Lab ID : 2203318-03 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2203318-03 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by CVAA[TOC] Total Metals by CVAA ND EPA 7471A06/01/22 13:09mg/kg B2E08731Mercury0.084 [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP ND EPA 6010B06/06/22 12:17mg/kg B2F00261Antimony2.5 "6.3 """"Arsenic 2.0 "150 """"Barium 0.99 ND """ ""Beryllium 0.49 ND """ ""Cadmium 0.25 "110 """"Chromium 0.49 N-02, N-03 "22 """"Cobalt 0.49 "33 """"Copper 0.99 "6.6 """"Lead 0.49 "1.5 """"Molybdenum 0.49 "180 """"Nickel 0.49 ND """ ""Selenium 2.0 ND """ ""Silver 0.49 ND """ ""Thallium 0.99 "46 """"Vanadium 2.0 "68 """"Zinc 2.0 [TOC_2]Semi-Volatile Organic TPH by GC/FID[TOC] Semi-Volatile Organic TPH by GC/FID ND EPA 8015M06/02/22 13:08mg/kg B2F00331TPH Diesel (C13-C22)10 ND """ ""TPH Motor Oil (C23-C40)50 """( 52 - 145 )102 %Surrogate: o-Terphenyl The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 11 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 11 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA3-2 Sampled : 05/26/22 12:30 Lab ID : 2203318-03 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Volatile Organic Compounds by GC/MS[TOC] Volatile Organic Compounds by GC/MS ND EPA 8260B/LUFT06/03/22 18:51mg/kg B2F01011Benzene0.0056 ND """ ""Bromobenzene 0.0056 ND """ ""Bromochloromethane 0.0056 ND """ ""Bromodichloromethane 0.0056 ND """ ""Bromoform 0.0056 ND """ ""Bromomethane 0.0056 ND """ ""n-Butylbenzene 0.0056 ND """ ""sec-Butylbenzene 0.0056 ND """ ""tert-Butylbenzene 0.0056 ND """ ""Carbon tetrachloride 0.0056 ND """ ""Chlorobenzene 0.0056 ND """ ""Chloroethane 0.0056 ND """ ""Chloroform 0.0056 ND """ ""Chloromethane 0.0056 ND """ ""2-Chlorotoluene 0.0056 ND """ ""4-Chlorotoluene 0.0056 ND """ ""Dibromochloromethane 0.0056 ND """ ""1,2-Dibromo-3-chloropropane 0.0056 ND """ ""1,2-Dibromoethane (EDB)0.0056 ND """ ""Dibromomethane 0.0056 ND """ ""1,2-Dichlorobenzene 0.0056 ND """ ""1,3-Dichlorobenzene 0.0056 ND """ ""1,4-Dichlorobenzene 0.0056 ND """ ""Dichlorodifluoromethane 0.0056 ND """ ""1,1-Dichloroethane 0.0056 ND """ ""1,2-Dichloroethane 0.0056 ND """ ""1,1-Dichloroethene 0.0056 ND """ ""cis-1,2-Dichloroethene 0.0056 ND """ ""trans-1,2-Dichloroethene 0.0056 ND """ ""1,2-Dichloropropane 0.0056 ND """ ""1,3-Dichloropropane 0.0056 ND """ ""2,2-Dichloropropane 0.0056 ND """ ""1,1-Dichloropropene 0.0056 ND """ ""cis-1,3-Dichloropropene 0.0056 ND """ ""trans-1,3-Dichloropropene 0.0056 ND """ ""Ethylbenzene 0.0056 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 12 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 12 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA3-2 Sampled : 05/26/22 12:30 Lab ID : 2203318-03 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult Volatile Organic Compounds by GC/MS (Continued) ND EPA 8260B/LUFT06/03/22 18:51mg/kg B2F01011Hexachlorobutadiene0.0056 ND """ ""4-Isopropyl Toluene 0.0056 ND """ ""Isopropylbenzene 0.0056 ND """ ""Methylene chloride 0.0056 ND """ ""Naphthalene 0.0056 ND """ ""n-Propylbenzene 0.0056 ND """ ""Styrene 0.0056 ND """ ""1,1,1,2-Tetrachloroethane 0.0056 ND """ ""1,1,2,2-Tetrachloroethane 0.0056 ND """ ""Tetrachloroethene (PCE)0.0056 ND """ ""Toluene 0.0056 ND """ ""1,2,3-Trichlorobenzene 0.0056 ND """ ""1,2,4-Trichlorobenzene 0.0056 ND """ ""1,1,1-Trichloroethane 0.0056 ND """ ""1,1,2-Trichloroethane 0.0056 ND """ ""Trichloroethene (TCE)0.0056 ND """ ""Trichlorofluoromethane 0.0056 ND """ ""1,2,3-Trichloropropane 0.0056 ND """ ""1,2,4-Trimethylbenzene 0.0056 ND """ ""1,3,5-Trimethylbenzene 0.0056 ND """ ""Vinyl chloride 0.0056 ND """ ""Xylenes (total)0.0056 ND """ ""TPH Gasoline (C4-C12)0.56 """( 77 - 124 )105 %Surrogate: Dibromofluoromethane """( 79 - 124 )97 %Surrogate: Toluene-d8 """( 80 - 122 )96 %Surrogate: 4-Bromofluorobenzene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 13 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 13 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA3-2 Sampled : 05/26/22 12:30 Lab ID : 2203318-03 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM06/08/22 22:54mg/kg B2F01071Acenaphthene0.0050 ND """ ""Acenaphthylene 0.0050 ND """ ""Anthracene 0.0050 ND """ ""Benz (a) anthracene 0.0050 ND """ ""Benzo (b) fluoranthene 0.0050 ND """ ""Benzo (k) fluoranthene 0.0050 ND """ ""Benzo (a) pyrene 0.0050 ND """ ""Benzo (g,h,i) perylene 0.0050 ND """ ""Chrysene 0.0050 ND """ ""Dibenz (a,h) anthracene 0.0050 ND """ ""Fluoranthene 0.0050 ND """ ""Fluorene 0.0050 ND """ ""Indeno (1,2,3-cd) pyrene 0.0050 ND """ ""Naphthalene 0.0050 ND """ ""Phenanthrene 0.0050 ND """ ""Pyrene 0.0050 """( 19 - 192 )102 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 14 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 14 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA4-2 Sampled : 05/26/22 10:40 Lab ID : 2203318-04 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2203318-04 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by CVAA[TOC] Total Metals by CVAA ND EPA 7471A06/01/22 13:11mg/kg B2E08731Mercury0.085 [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP ND EPA 6010B06/06/22 12:20mg/kg B2F00261Antimony2.5 "5.6 """"Arsenic 2.0 "130 """"Barium 1.0 ND """ ""Beryllium 0.50 ND """ ""Cadmium 0.25 "100 """"Chromium 0.50 N-02, N-03 "18 """"Cobalt 0.50 "30 """"Copper 1.0 "11 """"Lead 0.50 "1.6 """"Molybdenum 0.50 "170 """"Nickel 0.50 ND """ ""Selenium 2.0 ND """ ""Silver 0.50 ND """ ""Thallium 1.0 "43 """"Vanadium 2.0 "63 """"Zinc 2.0 [TOC_2]Semi-Volatile Organic TPH by GC/FID[TOC] Semi-Volatile Organic TPH by GC/FID ND EPA 8015M06/02/22 13:29mg/kg B2F00331TPH Diesel (C13-C22)10 ND """ ""TPH Motor Oil (C23-C40)50 """( 52 - 145 )99 %Surrogate: o-Terphenyl The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 15 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 15 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA4-2 Sampled : 05/26/22 10:40 Lab ID : 2203318-04 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Volatile Organic Compounds by GC/MS[TOC] Volatile Organic Compounds by GC/MS ND EPA 8260B/LUFT06/03/22 19:17mg/kg B2F01011Benzene0.0056 ND """ ""Bromobenzene 0.0056 ND """ ""Bromochloromethane 0.0056 ND """ ""Bromodichloromethane 0.0056 ND """ ""Bromoform 0.0056 ND """ ""Bromomethane 0.0056 ND """ ""n-Butylbenzene 0.0056 ND """ ""sec-Butylbenzene 0.0056 ND """ ""tert-Butylbenzene 0.0056 ND """ ""Carbon tetrachloride 0.0056 ND """ ""Chlorobenzene 0.0056 ND """ ""Chloroethane 0.0056 ND """ ""Chloroform 0.0056 ND """ ""Chloromethane 0.0056 ND """ ""2-Chlorotoluene 0.0056 ND """ ""4-Chlorotoluene 0.0056 ND """ ""Dibromochloromethane 0.0056 ND """ ""1,2-Dibromo-3-chloropropane 0.0056 ND """ ""1,2-Dibromoethane (EDB)0.0056 ND """ ""Dibromomethane 0.0056 ND """ ""1,2-Dichlorobenzene 0.0056 ND """ ""1,3-Dichlorobenzene 0.0056 ND """ ""1,4-Dichlorobenzene 0.0056 ND """ ""Dichlorodifluoromethane 0.0056 ND """ ""1,1-Dichloroethane 0.0056 ND """ ""1,2-Dichloroethane 0.0056 ND """ ""1,1-Dichloroethene 0.0056 ND """ ""cis-1,2-Dichloroethene 0.0056 ND """ ""trans-1,2-Dichloroethene 0.0056 ND """ ""1,2-Dichloropropane 0.0056 ND """ ""1,3-Dichloropropane 0.0056 ND """ ""2,2-Dichloropropane 0.0056 ND """ ""1,1-Dichloropropene 0.0056 ND """ ""cis-1,3-Dichloropropene 0.0056 ND """ ""trans-1,3-Dichloropropene 0.0056 ND """ ""Ethylbenzene 0.0056 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 16 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 16 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA4-2 Sampled : 05/26/22 10:40 Lab ID : 2203318-04 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult Volatile Organic Compounds by GC/MS (Continued) ND EPA 8260B/LUFT06/03/22 19:17mg/kg B2F01011Hexachlorobutadiene0.0056 ND """ ""4-Isopropyl Toluene 0.0056 ND """ ""Isopropylbenzene 0.0056 ND """ ""Methylene chloride 0.0056 ND """ ""Naphthalene 0.0056 ND """ ""n-Propylbenzene 0.0056 ND """ ""Styrene 0.0056 ND """ ""1,1,1,2-Tetrachloroethane 0.0056 ND """ ""1,1,2,2-Tetrachloroethane 0.0056 ND """ ""Tetrachloroethene (PCE)0.0056 ND """ ""Toluene 0.0056 ND """ ""1,2,3-Trichlorobenzene 0.0056 ND """ ""1,2,4-Trichlorobenzene 0.0056 ND """ ""1,1,1-Trichloroethane 0.0056 ND """ ""1,1,2-Trichloroethane 0.0056 ND """ ""Trichloroethene (TCE)0.0056 ND """ ""Trichlorofluoromethane 0.0056 ND """ ""1,2,3-Trichloropropane 0.0056 ND """ ""1,2,4-Trimethylbenzene 0.0056 ND """ ""1,3,5-Trimethylbenzene 0.0056 ND """ ""Vinyl chloride 0.0056 ND """ ""Xylenes (total)0.0056 ND """ ""TPH Gasoline (C4-C12)0.56 """( 77 - 124 )106 %Surrogate: Dibromofluoromethane """( 79 - 124 )99 %Surrogate: Toluene-d8 """( 80 - 122 )91 %Surrogate: 4-Bromofluorobenzene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 17 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 17 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA4-2 Sampled : 05/26/22 10:40 Lab ID : 2203318-04 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM06/08/22 22:31mg/kg B2F01071Acenaphthene0.0050 ND """ ""Acenaphthylene 0.0050 ND """ ""Anthracene 0.0050 ND """ ""Benz (a) anthracene 0.0050 ND """ ""Benzo (b) fluoranthene 0.0050 ND """ ""Benzo (k) fluoranthene 0.0050 ND """ ""Benzo (a) pyrene 0.0050 ND """ ""Benzo (g,h,i) perylene 0.0050 ND """ ""Chrysene 0.0050 ND """ ""Dibenz (a,h) anthracene 0.0050 ND """ ""Fluoranthene 0.0050 ND """ ""Fluorene 0.0050 ND """ ""Indeno (1,2,3-cd) pyrene 0.0050 ND """ ""Naphthalene 0.0050 ND """ ""Phenanthrene 0.0050 ND """ ""Pyrene 0.0050 """( 19 - 192 )101 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 18 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 18 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA5-Planter Sampled : 05/26/22 14:20 Lab ID : 2203318-05 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2203318-05 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by CVAA[TOC] Total Metals by CVAA EPA 7471A0.18 B2E0873 06/01/22 13:13mg/kg 1Mercury0.082 [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP ND EPA 6010B06/06/22 12:23mg/kg B2F00261Antimony2.4 "3.2 """"Arsenic 1.9 "130 """"Barium 0.95 ND """ ""Beryllium 0.47 "0.51 """"Cadmium 0.24 "94 """"Chromium 0.47 N-02 "15 """"Cobalt 0.47 "19 """"Copper 0.95 "41 """"Lead 0.47 "1.0 """"Molybdenum 0.47 "130 """"Nickel 0.47 ND """ ""Selenium 1.9 ND """ ""Silver 0.47 ND """ ""Thallium 0.95 "33 """"Vanadium 1.9 "460 """"Zinc 1.9 [TOC_2]Semi-Volatile Organic TPH by GC/FID[TOC] Semi-Volatile Organic TPH by GC/FID ND EPA 8015M06/02/22 14:53mg/kg B2F00331TPH Diesel (C13-C22)10 ND """ ""TPH Motor Oil (C23-C40)51 """( 52 - 145 )109 %Surrogate: o-Terphenyl The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 19 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 19 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA5-Planter Sampled : 05/26/22 14:20 Lab ID : 2203318-05 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Volatile Organic Compounds by GC/MS[TOC] Volatile Organic Compounds by GC/MS ND EPA 8260B/LUFT06/03/22 19:44mg/kg B2F01011Benzene0.0080 ND """ ""Bromobenzene 0.0080 ND """ ""Bromochloromethane 0.0080 ND """ ""Bromodichloromethane 0.0080 ND """ ""Bromoform 0.0080 ND """ ""Bromomethane 0.0080 ND """ ""n-Butylbenzene 0.0080 ND """ ""sec-Butylbenzene 0.0080 ND """ ""tert-Butylbenzene 0.0080 ND """ ""Carbon tetrachloride 0.0080 ND """ ""Chlorobenzene 0.0080 ND """ ""Chloroethane 0.0080 ND """ ""Chloroform 0.0080 ND """ ""Chloromethane 0.0080 ND """ ""2-Chlorotoluene 0.0080 ND """ ""4-Chlorotoluene 0.0080 ND """ ""Dibromochloromethane 0.0080 ND """ ""1,2-Dibromo-3-chloropropane 0.0080 ND """ ""1,2-Dibromoethane (EDB)0.0080 ND """ ""Dibromomethane 0.0080 ND """ ""1,2-Dichlorobenzene 0.0080 ND """ ""1,3-Dichlorobenzene 0.0080 ND """ ""1,4-Dichlorobenzene 0.0080 ND """ ""Dichlorodifluoromethane 0.0080 ND """ ""1,1-Dichloroethane 0.0080 ND """ ""1,2-Dichloroethane 0.0080 ND """ ""1,1-Dichloroethene 0.0080 ND """ ""cis-1,2-Dichloroethene 0.0080 ND """ ""trans-1,2-Dichloroethene 0.0080 ND """ ""1,2-Dichloropropane 0.0080 ND """ ""1,3-Dichloropropane 0.0080 ND """ ""2,2-Dichloropropane 0.0080 ND """ ""1,1-Dichloropropene 0.0080 ND """ ""cis-1,3-Dichloropropene 0.0080 ND """ ""trans-1,3-Dichloropropene 0.0080 ND """ ""Ethylbenzene 0.0080 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 20 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 20 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA5-Planter Sampled : 05/26/22 14:20 Lab ID : 2203318-05 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult Volatile Organic Compounds by GC/MS (Continued) ND EPA 8260B/LUFT06/03/22 19:44mg/kg B2F01011Hexachlorobutadiene0.0080 "0.015 """"4-Isopropyl Toluene 0.0080 ND """ ""Isopropylbenzene 0.0080 ND """ ""Methylene chloride 0.0080 ND """ ""Naphthalene 0.0080 ND """ ""n-Propylbenzene 0.0080 ND """ ""Styrene 0.0080 ND """ ""1,1,1,2-Tetrachloroethane 0.0080 ND """ ""1,1,2,2-Tetrachloroethane 0.0080 ND """ ""Tetrachloroethene (PCE)0.0080 ND """ ""Toluene 0.0080 ND """ ""1,2,3-Trichlorobenzene 0.0080 ND """ ""1,2,4-Trichlorobenzene 0.0080 ND """ ""1,1,1-Trichloroethane 0.0080 ND """ ""1,1,2-Trichloroethane 0.0080 ND """ ""Trichloroethene (TCE)0.0080 ND """ ""Trichlorofluoromethane 0.0080 ND """ ""1,2,3-Trichloropropane 0.0080 ND """ ""1,2,4-Trimethylbenzene 0.0080 ND """ ""1,3,5-Trimethylbenzene 0.0080 ND """ ""Vinyl chloride 0.0080 ND """ ""Xylenes (total)0.0080 ND """ ""TPH Gasoline (C4-C12)0.80 """( 77 - 124 )103 %Surrogate: Dibromofluoromethane """( 79 - 124 )98 %Surrogate: Toluene-d8 """( 80 - 122 )95 %Surrogate: 4-Bromofluorobenzene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 21 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 21 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA5-Planter Sampled : 05/26/22 14:20 Lab ID : 2203318-05 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM06/08/22 23:17mg/kg B2F01071Acenaphthene0.0050 ND """ ""Acenaphthylene 0.0050 ND """ ""Anthracene 0.0050 ND """ ""Benz (a) anthracene 0.0050 "0.010 """"Benzo (b) fluoranthene 0.0050 ND """ ""Benzo (k) fluoranthene 0.0050 "0.0063 """"Benzo (a) pyrene 0.0050 ND """ ""Benzo (g,h,i) perylene 0.0050 ND """ ""Chrysene 0.0050 ND """ ""Dibenz (a,h) anthracene 0.0050 "0.0053 """"Fluoranthene 0.0050 ND """ ""Fluorene 0.0050 ND """ ""Indeno (1,2,3-cd) pyrene 0.0050 ND """ ""Naphthalene 0.0050 ND """ ""Phenanthrene 0.0050 "0.0060 """"Pyrene 0.0050 """( 19 - 192 )94 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 22 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 22 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA3-5 Sampled : 05/26/22 13:10 Lab ID : 2203318-06 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2203318-06 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by CVAA[TOC] Total Metals by CVAA EPA 7471A0.17 B2E0873 06/01/22 13:15mg/kg 1Mercury0.079 [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP ND EPA 6010B06/06/22 12:26mg/kg B2F00261Antimony2.4 "3.8 """"Arsenic 1.9 "120 """"Barium 0.97 ND """ ""Beryllium 0.48 ND """ ""Cadmium 0.24 "110 """"Chromium 0.48 N-02, N-03 "22 """"Cobalt 0.48 "19 """"Copper 0.97 "5.3 """"Lead 0.48 "0.80 """"Molybdenum 0.48 "130 """"Nickel 0.48 ND """ ""Selenium 1.9 ND """ ""Silver 0.48 ND """ ""Thallium 0.97 "41 """"Vanadium 1.9 "32 """"Zinc 1.9 [TOC_2]Semi-Volatile Organic TPH by GC/FID[TOC] Semi-Volatile Organic TPH by GC/FID ND EPA 8015M06/02/22 08:58mg/kg B2F00331TPH Diesel (C13-C22)10 ND """ ""TPH Motor Oil (C23-C40)50 """( 52 - 145 )111 %Surrogate: o-Terphenyl The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 23 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 23 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA3-5 Sampled : 05/26/22 13:10 Lab ID : 2203318-06 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Volatile Organic Compounds by GC/MS[TOC] Volatile Organic Compounds by GC/MS ND EPA 8260B/LUFT06/03/22 20:10mg/kg B2F01011Benzene0.0076 ND """ ""Bromobenzene 0.0076 ND """ ""Bromochloromethane 0.0076 ND """ ""Bromodichloromethane 0.0076 ND """ ""Bromoform 0.0076 ND """ ""Bromomethane 0.0076 ND """ ""n-Butylbenzene 0.0076 ND """ ""sec-Butylbenzene 0.0076 ND """ ""tert-Butylbenzene 0.0076 ND """ ""Carbon tetrachloride 0.0076 ND """ ""Chlorobenzene 0.0076 ND """ ""Chloroethane 0.0076 ND """ ""Chloroform 0.0076 ND """ ""Chloromethane 0.0076 ND """ ""2-Chlorotoluene 0.0076 ND """ ""4-Chlorotoluene 0.0076 ND """ ""Dibromochloromethane 0.0076 ND """ ""1,2-Dibromo-3-chloropropane 0.0076 ND """ ""1,2-Dibromoethane (EDB)0.0076 ND """ ""Dibromomethane 0.0076 ND """ ""1,2-Dichlorobenzene 0.0076 ND """ ""1,3-Dichlorobenzene 0.0076 ND """ ""1,4-Dichlorobenzene 0.0076 ND """ ""Dichlorodifluoromethane 0.0076 ND """ ""1,1-Dichloroethane 0.0076 ND """ ""1,2-Dichloroethane 0.0076 ND """ ""1,1-Dichloroethene 0.0076 ND """ ""cis-1,2-Dichloroethene 0.0076 ND """ ""trans-1,2-Dichloroethene 0.0076 ND """ ""1,2-Dichloropropane 0.0076 ND """ ""1,3-Dichloropropane 0.0076 ND """ ""2,2-Dichloropropane 0.0076 ND """ ""1,1-Dichloropropene 0.0076 ND """ ""cis-1,3-Dichloropropene 0.0076 ND """ ""trans-1,3-Dichloropropene 0.0076 ND """ ""Ethylbenzene 0.0076 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 24 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 24 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA3-5 Sampled : 05/26/22 13:10 Lab ID : 2203318-06 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult Volatile Organic Compounds by GC/MS (Continued) ND EPA 8260B/LUFT06/03/22 20:10mg/kg B2F01011Hexachlorobutadiene0.0076 ND """ ""4-Isopropyl Toluene 0.0076 ND """ ""Isopropylbenzene 0.0076 ND """ ""Methylene chloride 0.0076 ND """ ""Naphthalene 0.0076 ND """ ""n-Propylbenzene 0.0076 ND """ ""Styrene 0.0076 ND """ ""1,1,1,2-Tetrachloroethane 0.0076 ND """ ""1,1,2,2-Tetrachloroethane 0.0076 ND """ ""Tetrachloroethene (PCE)0.0076 ND """ ""Toluene 0.0076 ND """ ""1,2,3-Trichlorobenzene 0.0076 ND """ ""1,2,4-Trichlorobenzene 0.0076 ND """ ""1,1,1-Trichloroethane 0.0076 ND """ ""1,1,2-Trichloroethane 0.0076 ND """ ""Trichloroethene (TCE)0.0076 ND """ ""Trichlorofluoromethane 0.0076 ND """ ""1,2,3-Trichloropropane 0.0076 ND """ ""1,2,4-Trimethylbenzene 0.0076 ND """ ""1,3,5-Trimethylbenzene 0.0076 ND """ ""Vinyl chloride 0.0076 ND """ ""Xylenes (total)0.0076 ND """ ""TPH Gasoline (C4-C12)0.76 """( 77 - 124 )106 %Surrogate: Dibromofluoromethane """( 79 - 124 )98 %Surrogate: Toluene-d8 """( 80 - 122 )97 %Surrogate: 4-Bromofluorobenzene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 25 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 25 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA3-5 Sampled : 05/26/22 13:10 Lab ID : 2203318-06 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM06/08/22 22:07mg/kg B2F01071Acenaphthene0.0050 ND """ ""Acenaphthylene 0.0050 ND """ ""Anthracene 0.0050 ND """ ""Benz (a) anthracene 0.0050 ND """ ""Benzo (b) fluoranthene 0.0050 ND """ ""Benzo (k) fluoranthene 0.0050 ND """ ""Benzo (a) pyrene 0.0050 ND """ ""Benzo (g,h,i) perylene 0.0050 ND """ ""Chrysene 0.0050 ND """ ""Dibenz (a,h) anthracene 0.0050 ND """ ""Fluoranthene 0.0050 ND """ ""Fluorene 0.0050 ND """ ""Indeno (1,2,3-cd) pyrene 0.0050 ND """ ""Naphthalene 0.0050 ND """ ""Phenanthrene 0.0050 ND """ ""Pyrene 0.0050 """( 19 - 192 )101 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 26 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 26 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA4-5 Sampled : 05/26/22 11:20 Lab ID : 2203318-07 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2203318-07 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by CVAA[TOC] Total Metals by CVAA ND EPA 7471A06/01/22 13:28mg/kg B2E08731Mercury0.086 [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP ND EPA 6010B06/06/22 12:28mg/kg B2F00261Antimony2.4 "5.5 """"Arsenic 1.9 "120 """"Barium 0.95 ND """ ""Beryllium 0.48 ND """ ""Cadmium 0.24 "120 """"Chromium 0.48 N-02, N-03 "18 """"Cobalt 0.48 "26 """"Copper 0.95 "6.6 """"Lead 0.48 "1.1 """"Molybdenum 0.48 "180 """"Nickel 0.48 ND """ ""Selenium 1.9 ND """ ""Silver 0.48 ND """ ""Thallium 0.95 "43 """"Vanadium 1.9 "56 """"Zinc 1.9 [TOC_2]Semi-Volatile Organic TPH by GC/FID[TOC] Semi-Volatile Organic TPH by GC/FID ND EPA 8015M06/02/22 09:19mg/kg B2F00331TPH Diesel (C13-C22)10 ND """ ""TPH Motor Oil (C23-C40)50 """( 52 - 145 )111 %Surrogate: o-Terphenyl The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 27 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 27 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA4-5 Sampled : 05/26/22 11:20 Lab ID : 2203318-07 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Volatile Organic Compounds by GC/MS[TOC] Volatile Organic Compounds by GC/MS ND EPA 8260B/LUFT06/03/22 20:37mg/kg B2F01011Benzene0.0043 ND """ ""Bromobenzene 0.0043 ND """ ""Bromochloromethane 0.0043 ND """ ""Bromodichloromethane 0.0043 ND """ ""Bromoform 0.0043 ND """ ""Bromomethane 0.0043 ND """ ""n-Butylbenzene 0.0043 ND """ ""sec-Butylbenzene 0.0043 ND """ ""tert-Butylbenzene 0.0043 ND """ ""Carbon tetrachloride 0.0043 ND """ ""Chlorobenzene 0.0043 ND """ ""Chloroethane 0.0043 ND """ ""Chloroform 0.0043 ND """ ""Chloromethane 0.0043 ND """ ""2-Chlorotoluene 0.0043 ND """ ""4-Chlorotoluene 0.0043 ND """ ""Dibromochloromethane 0.0043 ND """ ""1,2-Dibromo-3-chloropropane 0.0043 ND """ ""1,2-Dibromoethane (EDB)0.0043 ND """ ""Dibromomethane 0.0043 ND """ ""1,2-Dichlorobenzene 0.0043 ND """ ""1,3-Dichlorobenzene 0.0043 ND """ ""1,4-Dichlorobenzene 0.0043 ND """ ""Dichlorodifluoromethane 0.0043 ND """ ""1,1-Dichloroethane 0.0043 ND """ ""1,2-Dichloroethane 0.0043 ND """ ""1,1-Dichloroethene 0.0043 ND """ ""cis-1,2-Dichloroethene 0.0043 ND """ ""trans-1,2-Dichloroethene 0.0043 ND """ ""1,2-Dichloropropane 0.0043 ND """ ""1,3-Dichloropropane 0.0043 ND """ ""2,2-Dichloropropane 0.0043 ND """ ""1,1-Dichloropropene 0.0043 ND """ ""cis-1,3-Dichloropropene 0.0043 ND """ ""trans-1,3-Dichloropropene 0.0043 ND """ ""Ethylbenzene 0.0043 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 28 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 28 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA4-5 Sampled : 05/26/22 11:20 Lab ID : 2203318-07 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult Volatile Organic Compounds by GC/MS (Continued) ND EPA 8260B/LUFT06/03/22 20:37mg/kg B2F01011Hexachlorobutadiene0.0043 ND """ ""4-Isopropyl Toluene 0.0043 ND """ ""Isopropylbenzene 0.0043 ND """ ""Methylene chloride 0.0043 ND """ ""Naphthalene 0.0043 ND """ ""n-Propylbenzene 0.0043 ND """ ""Styrene 0.0043 ND """ ""1,1,1,2-Tetrachloroethane 0.0043 ND """ ""1,1,2,2-Tetrachloroethane 0.0043 ND """ ""Tetrachloroethene (PCE)0.0043 ND """ ""Toluene 0.0043 ND """ ""1,2,3-Trichlorobenzene 0.0043 ND """ ""1,2,4-Trichlorobenzene 0.0043 ND """ ""1,1,1-Trichloroethane 0.0043 ND """ ""1,1,2-Trichloroethane 0.0043 ND """ ""Trichloroethene (TCE)0.0043 ND """ ""Trichlorofluoromethane 0.0043 ND """ ""1,2,3-Trichloropropane 0.0043 ND """ ""1,2,4-Trimethylbenzene 0.0043 ND """ ""1,3,5-Trimethylbenzene 0.0043 ND """ ""Vinyl chloride 0.0043 ND """ ""Xylenes (total)0.0043 ND """ ""TPH Gasoline (C4-C12)0.43 """( 77 - 124 )101 %Surrogate: Dibromofluoromethane """( 79 - 124 )97 %Surrogate: Toluene-d8 """( 80 - 122 )96 %Surrogate: 4-Bromofluorobenzene The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 29 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 29 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Analytical Report for Samples HA4-5 Sampled : 05/26/22 11:20 Lab ID : 2203318-07 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM06/08/22 17:29mg/kg B2F01071Acenaphthene0.0050 ND """ ""Acenaphthylene 0.0050 ND """ ""Anthracene 0.0050 ND """ ""Benz (a) anthracene 0.0050 ND """ ""Benzo (b) fluoranthene 0.0050 ND """ ""Benzo (k) fluoranthene 0.0050 ND """ ""Benzo (a) pyrene 0.0050 ND """ ""Benzo (g,h,i) perylene 0.0050 ND """ ""Chrysene 0.0050 ND """ ""Dibenz (a,h) anthracene 0.0050 ND """ ""Fluoranthene 0.0050 ND """ ""Fluorene 0.0050 ND """ ""Indeno (1,2,3-cd) pyrene 0.0050 ND """ ""Naphthalene 0.0050 ND """ ""Phenanthrene 0.0050 ND """ ""Pyrene 0.0050 """( 19 - 192 )102 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 30 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 30 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Total Metals by CVAA - Quality Control[TOC_1] Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2E0873 - EPA 7471A Prep[TOC] Batch B2E0873 - EPA 7471A Preparation: EPA 7471A Prep 05/31/22 08:48 Blank (B2E0873-BLK1) [TOC_3]Blank (B2E0873-BLK1)[TOC] Analyzed: 06/01/22 12:29 Mercury mg/kgND0.10 LCS (B2E0873-BS1) [TOC_3]LCS (B2E0873-BS1)[TOC] Analyzed: 06/01/22 12:30 Mercury mg/kg0.823 0.10 0.833 85-11599 LCS Dup (B2E0873-BSD1) [TOC_3]LCS Dup (B2E0873-BSD1)[TOC] Analyzed: 06/01/22 12:33 Mercury mg/kg0.823 0.10 0.833 2085-11599 0 Duplicate (B2E0873-DUP1)Source: 2203286-01 [TOC_3]Duplicate (B2E0873-DUP1)[TOC] Analyzed: 06/01/22 12:48 Mercury mg/kg0.0235 0.084 0.0247 205 Matrix Spike (B2E0873-MS1)Source: 2203286-01 [TOC_3]Matrix Spike (B2E0873-MS1)[TOC] Analyzed: 06/01/22 12:37 Mercury mg/kg0.764 0.092 0.767 0.0247 75-12596 Matrix Spike Dup (B2E0873-MSD1)Source: 2203286-01 [TOC_3]Matrix Spike Dup (B2E0873-MSD1)[TOC] Analyzed: 06/01/22 12:40 Mercury mg/kg0.841 0.099 0.828 0.0247 2075-12599 10 Post Spike (B2E0873-PS1)Source: 2203286-01 [TOC_3]Post Spike (B2E0873-PS1)[TOC] Analyzed: 06/01/22 12:43 Mercury ug/L5.24 5.00 0.190 85-115101 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 31 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 31 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Total Metals by ICP - Quality Control[TOC_1] Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2F0026 - EPA 3050B[TOC] Batch B2F0026 - EPA 6010B Preparation: EPA 3050B 06/01/22 12:09 Blank (B2F0026-BLK1) [TOC_3]Blank (B2F0026-BLK1)[TOC] Analyzed: 06/02/22 14:03 Antimony mg/kgND2.5 Arsenic "ND 2.0 Barium "ND 1.0 Beryllium "ND 0.50 Cadmium "ND 0.25 Chromium "ND 0.50 Cobalt "ND 0.50 Copper "ND 1.0 Lead "ND 0.50 Molybdenum "ND 0.50 Nickel "ND 0.50 Selenium "ND 2.0 Silver "ND 0.50 Thallium "ND 1.0 Vanadium "ND 2.0 Zinc "ND 2.0 LCS (B2F0026-BS1) [TOC_3]LCS (B2F0026-BS1)[TOC] Analyzed: 06/02/22 14:08 Antimony mg/kg99.0 2.5 100 80-12099 Arsenic "101 2.0 100 80-120101 Barium "103 1.0 100 80-120103 Beryllium "103 0.50 100 80-120103 Cadmium "103 0.25 100 80-120103 Chromium "103 0.50 100 80-120103 Cobalt "103 0.50 100 80-120103 Copper "103 1.0 100 80-120103 Lead "104 0.50 100 80-120104 Molybdenum "100 0.50 100 80-120100 Nickel "103 0.50 100 80-120103 Selenium "101 2.0 100 80-120101 Silver "5.14 0.50 5.00 80-120103 Thallium "104 1.0 100 80-120104 Vanadium "101 2.0 100 80-120101 Zinc "103 2.0 100 80-120103 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 32 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 32 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Total Metals by ICP - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0026 - EPA 6010B Preparation: EPA 3050B 06/01/22 12:09 LCS Dup (B2F0026-BSD1) [TOC_3]LCS Dup (B2F0026-BSD1)[TOC] Analyzed: 06/02/22 14:11 Antimony mg/kg99.0 2.5 100 2080-12099 0 Arsenic "101 2.0 100 2080-120101 0.1 Barium "103 1.0 100 2080-120103 0.1 Beryllium "103 0.50 100 2080-120103 0.4 Cadmium "103 0.25 100 2080-120103 0.5 Chromium "102 0.50 100 2080-120102 1 Cobalt "103 0.50 100 2080-120103 0.5 Copper "101 1.0 100 2080-120101 2 Lead "103 0.50 100 2080-120103 0.6 Molybdenum "100 0.50 100 2080-120100 0.1 Nickel "103 0.50 100 2080-120103 0.6 Selenium "101 2.0 100 2080-120101 0.3 Silver "5.06 0.50 5.00 2080-120101 1 Thallium "104 1.0 100 2080-120104 0.3 Vanadium "100 2.0 100 2080-120100 1 Zinc "103 2.0 100 2080-120103 0.2 Duplicate (B2F0026-DUP1)Source: 2203286-01 [TOC_3]Duplicate (B2F0026-DUP1)[TOC] Analyzed: 06/02/22 14:34 Antimony mg/kgND2.5 ND 20 Arsenic "5.69 2.0 6.63 2015 Barium "115 0.98 53.0 20 QR-0474 Beryllium "ND 0.49 ND 20 Cadmium "ND 0.25 ND 20 Chromium "43.0 0.49 41.1 205 Cobalt "5.79 0.49 7.14 20 QR-0421 Copper "13.3 0.98 14.2 207 Lead "3.68 0.49 3.55 204 Molybdenum "2.44 0.49 3.04 20 QR-0422 Nickel "48.4 0.49 68.8 20 QR-0435 Selenium "ND 2.0 ND 20 Silver "ND 0.49 ND 20 Thallium "ND 0.98 ND 20 Vanadium "20.9 2.0 21.8 204 Zinc "45.2 2.0 43.9 203 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 33 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 33 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Total Metals by ICP - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0026 - EPA 6010B Preparation: EPA 3050B 06/01/22 12:09 Matrix Spike (B2F0026-MS1)Source: 2203286-01 [TOC_3]Matrix Spike (B2F0026-MS1)[TOC] Analyzed: 06/02/22 14:13 Antimony mg/kg36.7 2.4 96.5 ND 10-9438 Arsenic "97.2 1.9 96.5 6.63 84-11094 Barium "138 0.97 96.5 53.0 27-17188 Beryllium "93.1 0.48 96.5 ND 83-11196 Cadmium "89.0 0.24 96.5 ND 80-10892 Chromium "138 0.48 96.5 41.1 70-134101 Cobalt "94.7 0.48 96.5 7.14 81-10991 Copper "108 0.97 96.5 14.2 66-13697 Lead "92.3 0.48 96.5 3.55 58-13292 Molybdenum "87.5 0.48 96.5 3.04 65-11488 Nickel "139 0.48 96.5 68.8 61-13072 Selenium "89.3 1.9 96.5 ND 76-10992 Silver "4.60 0.48 4.83 ND 82-11495 Thallium "87.7 0.97 96.5 ND 72-11191 Vanadium "116 1.9 96.5 21.8 82-11898 Zinc "131 1.9 96.5 43.9 46-14690 Matrix Spike Dup (B2F0026-MSD1)Source: 2203286-01 [TOC_3]Matrix Spike Dup (B2F0026-MSD1)[TOC] Analyzed: 06/02/22 14:16 Antimony mg/kg44.7 2.5 99.6 ND 2010-9445 20 Arsenic "107 2.0 99.6 6.63 2084-110100 9 Barium "161 1.0 99.6 53.0 2027-171108 15 Beryllium "101 0.50 99.6 ND 2083-111102 8 Cadmium "96.1 0.25 99.6 ND 2080-10896 8 Chromium "162 0.50 99.6 41.1 2070-134121 16 Cobalt "103 0.50 99.6 7.14 2081-10996 8 Copper "120 1.0 99.6 14.2 2066-136106 10 Lead "98.6 0.50 99.6 3.55 2058-13295 7 Molybdenum "93.5 0.50 99.6 3.04 2065-11491 7 Nickel "161 0.50 99.6 68.8 2061-13093 15 Selenium "99.1 2.0 99.6 ND 2076-109100 10 Silver "4.91 0.50 4.98 ND 2082-11498 6 Thallium "94.9 1.0 99.6 ND 2072-11195 8 Vanadium "127 2.0 99.6 21.8 2082-118106 9 Zinc "129 2.0 99.6 43.9 2046-14685 2 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 34 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 34 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Total Metals by ICP - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0026 - EPA 6010B Preparation: EPA 3050B 06/01/22 12:09 Post Spike (B2F0026-PS1)Source: 2203286-01 [TOC_3]Post Spike (B2F0026-PS1)[TOC] Analyzed: 06/02/22 14:18 Antimony mg/L2.25 2.00 -0.00570 75-125112 Arsenic "2.23 2.00 0.134 75-125105 Barium "3.12 2.00 1.07 75-125102 Beryllium "2.06 2.00 0.00270 75-125103 Cadmium "1.98 2.00 -0.00720 75-12599 Chromium "2.81 2.00 0.831 75-12599 Cobalt "2.11 2.00 0.145 75-12598 Copper "2.35 2.00 0.286 75-125103 Lead "2.06 2.00 0.0718 75-12599 Molybdenum "2.27 2.00 0.0615 75-125111 Nickel "3.34 2.00 1.39 75-12597 Selenium "2.04 2.00 -0.0367 75-125102 Silver "0.0996 0.100 -0.00180 75-125100 Thallium "1.96 2.00 -0.0405 75-12598 Vanadium "2.44 2.00 0.441 75-125100 Zinc "2.88 2.00 0.888 75-125100 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 35 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 35 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Semi-Volatile Organic TPH by GC/FID - Quality Control[TOC_1]Semi- Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2F0033 - EPA 3550C[TOC] Batch B2F0033 - EPA 8015M Preparation: EPA 3550C 06/01/22 13:28 Blank (B2F0033-BLK1) [TOC_3]Blank (B2F0033-BLK1)[TOC] Analyzed: 06/02/22 08:58 TPH Diesel (C13-C22)mg/kgND10 TPH Motor Oil (C23-C40)"ND 50 "50.3 52-145Surrogate: o-Terphenyl 9648.4 LCS (B2F0033-BS1) [TOC_3]LCS (B2F0033-BS1)[TOC] Analyzed: 06/02/22 09:19 TPH Diesel (C13-C22)mg/kg44310 500 65-11789 TPH Motor Oil (C23-C40)"509 50 500 68-132102 "50.0 52-145Surrogate: o-Terphenyl 9848.9 LCS Dup (B2F0033-BSD1) [TOC_3]LCS Dup (B2F0033-BSD1)[TOC] Analyzed: 06/02/22 09:40 TPH Diesel (C13-C22)mg/kg42910 500 2065-11786 3 TPH Motor Oil (C23-C40)"502 50 500 2068-132100 1 "50.0 52-145Surrogate: o-Terphenyl 9848.9 Duplicate (B2F0033-DUP1)Source: 2203316-14 [TOC_3]Duplicate (B2F0033-DUP1)[TOC] Analyzed: 06/02/22 10:22 TPH Diesel (C13-C22)mg/kgND10 ND 20 TPH Motor Oil (C23-C40)"ND 51 ND 20 "50.5 52-145Surrogate: o-Terphenyl 10553.1 Matrix Spike (B2F0033-MS1)Source: 2203316-14 [TOC_3]Matrix Spike (B2F0033-MS1)[TOC] Analyzed: 06/02/22 10:43 TPH Diesel (C13-C22)mg/kg4499.9 495 ND 10-17091 TPH Motor Oil (C23-C40)"520 50 495 ND 10-186105 "49.5 52-145Surrogate: o-Terphenyl 9948.9 Matrix Spike Dup (B2F0033-MSD1)Source: 2203316-14 [TOC_3]Matrix Spike Dup (B2F0033-MSD1)[TOC] Analyzed: 06/02/22 11:03 TPH Diesel (C13-C22)mg/kg44510 499 ND 2010-17089 0.9 TPH Motor Oil (C23-C40)"530 50 499 ND 2010-186106 2 "49.9 52-145Surrogate: o-Terphenyl 9949.4 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 36 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 36 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control[TOC_1] Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2F0101 - EPA 5035/5030B Solid[TOC] Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 Blank (B2F0101-BLK1) [TOC_3]Blank (B2F0101-BLK1)[TOC] Analyzed: 06/03/22 12:38 Benzene mg/kgND0.0050 Bromobenzene "ND 0.0050 Bromochloromethane "ND 0.0050 Bromodichloromethane "ND 0.0050 Bromoform "ND 0.0050 Bromomethane "ND 0.0050 n-Butylbenzene "ND 0.0050 sec-Butylbenzene "ND 0.0050 tert-Butylbenzene "ND 0.0050 Carbon tetrachloride "ND 0.0050 Chlorobenzene "ND 0.0050 Chloroethane "ND 0.0050 Chloroform "ND 0.0050 Chloromethane "ND 0.0050 2-Chlorotoluene "ND 0.0050 4-Chlorotoluene "ND 0.0050 Dibromochloromethane "ND 0.0050 1,2-Dibromo-3-chloropropane "ND 0.0050 1,2-Dibromoethane (EDB)"ND 0.0050 Dibromomethane "ND 0.0050 1,2-Dichlorobenzene "ND 0.0050 1,3-Dichlorobenzene "ND 0.0050 1,4-Dichlorobenzene "ND 0.0050 Dichlorodifluoromethane "ND 0.0050 1,1-Dichloroethane "ND 0.0050 1,2-Dichloroethane "ND 0.0050 1,1-Dichloroethene "ND 0.0050 cis-1,2-Dichloroethene "ND 0.0050 trans-1,2-Dichloroethene "ND 0.0050 1,2-Dichloropropane "ND 0.0050 1,3-Dichloropropane "ND 0.0050 2,2-Dichloropropane "ND 0.0050 1,1-Dichloropropene "ND 0.0050 cis-1,3-Dichloropropene "ND 0.0050 trans-1,3-Dichloropropene "ND 0.0050 Ethylbenzene "ND 0.0050 Hexachlorobutadiene "ND 0.0050 4-Isopropyl Toluene "ND 0.0050 Isopropylbenzene "ND 0.0050 Methylene chloride "ND 0.0050 Naphthalene "ND 0.0050 n-Propylbenzene "ND 0.0050 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 37 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 37 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 Blank (B2F0101-BLK1)Analyzed: 06/03/22 12:38 Styrene mg/kgND0.0050 1,1,1,2-Tetrachloroethane "ND 0.0050 1,1,2,2-Tetrachloroethane "ND 0.0050 Tetrachloroethene (PCE)"ND 0.0050 Toluene "ND 0.0050 1,2,3-Trichlorobenzene "ND 0.0050 1,2,4-Trichlorobenzene "ND 0.0050 1,1,1-Trichloroethane "ND 0.0050 1,1,2-Trichloroethane "ND 0.0050 Trichloroethene (TCE)"ND 0.0050 Trichlorofluoromethane "ND 0.0050 1,2,3-Trichloropropane "ND 0.0050 1,2,4-Trimethylbenzene "ND 0.0050 1,3,5-Trimethylbenzene "ND 0.0050 Vinyl chloride "ND 0.0050 Xylenes (total)"ND 0.0050 TPH Gasoline (C4-C12)"ND 0.50 "0.0500 77-124Surrogate: Dibromofluoromethane 1010.0506 "0.0500 79-124Surrogate: Toluene-d8 960.0480 "0.0500 80-122Surrogate: 4-Bromofluorobenzene 940.0471 LCS (B2F0101-BS1) [TOC_3]LCS (B2F0101-BS1)[TOC] Analyzed: 06/03/22 10:52 Benzene mg/kg0.0413 0.0050 0.0398 62-135104 Bromobenzene "0.0472 0.0050 0.0398 74-143118 Bromochloromethane "0.0376 0.0050 0.0398 62-13894 Bromodichloromethane "0.0433 0.0050 0.0398 76-131109 Bromoform "0.0403 0.0050 0.0398 63-146101 Bromomethane "0.0315 0.0050 0.0398 10-18479 n-Butylbenzene "0.0616 0.0050 0.0398 70-164154 sec-Butylbenzene "0.0587 0.0050 0.0398 78-160147 tert-Butylbenzene "0.0541 0.0050 0.0398 73-149136 Carbon tetrachloride "0.0422 0.0050 0.0398 62-148106 Chlorobenzene "0.0498 0.0050 0.0398 79-131125 Chloroethane "0.0488 0.0050 0.0398 10-186122 Chloroform "0.0419 0.0050 0.0398 71-128105 Chloromethane "0.0402 0.0050 0.0398 30-156101 2-Chlorotoluene "0.0513 0.0050 0.0398 73-139129 4-Chlorotoluene "0.0524 0.0050 0.0398 74-144131 Dibromochloromethane "0.0424 0.0050 0.0398 72-130106 1,2-Dibromo-3-chloropropane "0.0416 0.0050 0.0398 52-146104 1,2-Dibromoethane (EDB)"0.0408 0.0050 0.0398 71-124102 Dibromomethane "0.0364 0.0050 0.0398 65-14091 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 38 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 38 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 LCS (B2F0101-BS1)Analyzed: 06/03/22 10:52 1,2-Dichlorobenzene mg/kg0.0493 0.0050 0.0398 71-144124 1,3-Dichlorobenzene "0.0514 0.0050 0.0398 73-146129 1,4-Dichlorobenzene "0.0492 0.0050 0.0398 72-142123 Dichlorodifluoromethane "0.0541 0.0050 0.0398 10-188136 1,1-Dichloroethane "0.0394 0.0050 0.0398 60-13899 1,2-Dichloroethane "0.0341 0.0050 0.0398 64-12686 1,1-Dichloroethene "0.0357 0.0050 0.0398 32-16189 cis-1,2-Dichloroethene "0.0388 0.0050 0.0398 64-13397 trans-1,2-Dichloroethene "0.0407 0.0050 0.0398 53-148102 1,2-Dichloropropane "0.0386 0.0050 0.0398 67-12797 1,3-Dichloropropane "0.0407 0.0050 0.0398 68-121102 2,2-Dichloropropane "0.0445 0.0050 0.0398 64-158112 1,1-Dichloropropene "0.0432 0.0050 0.0398 61-143108 cis-1,3-Dichloropropene "0.0392 0.0050 0.0398 73-12598 trans-1,3-Dichloropropene "0.0424 0.0050 0.0398 74-131106 Ethylbenzene "0.0496 0.0050 0.0398 77-137124 Hexachlorobutadiene "0.0480 0.0050 0.0398 59-195121 4-Isopropyl Toluene "0.0568 0.0050 0.0398 75-158143 Isopropylbenzene "0.0561 0.0050 0.0398 80-147141 Methylene chloride "0.0338 0.0050 0.0398 46-13285 Naphthalene "0.0343 0.0050 0.0398 57-15186 n-Propylbenzene "0.0547 0.0050 0.0398 75-149137 Styrene "0.0530 0.0050 0.0398 78-140133 1,1,1,2-Tetrachloroethane "0.0453 0.0050 0.0398 75-137114 1,1,2,2-Tetrachloroethane "0.0405 0.0050 0.0398 50-140102 Tetrachloroethene (PCE)"0.0490 0.0050 0.0398 73-142123 Toluene "0.0464 0.0050 0.0398 70-135116 1,2,3-Trichlorobenzene "0.0403 0.0050 0.0398 67-159101 1,2,4-Trichlorobenzene "0.0436 0.0050 0.0398 65-164109 1,1,1-Trichloroethane "0.0425 0.0050 0.0398 68-143107 1,1,2-Trichloroethane "0.0420 0.0050 0.0398 69-127106 Trichloroethene (TCE)"0.0431 0.0050 0.0398 61-148108 Trichlorofluoromethane "0.0424 0.0050 0.0398 52-167106 1,2,3-Trichloropropane "0.0400 0.0050 0.0398 60-136100 1,2,4-Trimethylbenzene "0.0559 0.0050 0.0398 69-143140 1,3,5-Trimethylbenzene "0.0539 0.0050 0.0398 70-143135 Vinyl chloride "0.0510 0.0050 0.0398 49-155128 Xylenes (total)"0.155 0.0050 0.120 75-135129 "0.0498 77-124Surrogate: Dibromofluoromethane 1020.0506 "0.0498 79-124Surrogate: Toluene-d8 950.0475 "0.0498 80-122Surrogate: 4-Bromofluorobenzene 980.0490 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 39 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 39 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 LCS (B2F0101-BS2)Analyzed: 06/03/22 11:45 TPH Gasoline (C4-C12)mg/kg1.88 0.50 1.99 60-13795 "0.0497 77-124Surrogate: Dibromofluoromethane 930.0460 "0.0497 79-124Surrogate: Toluene-d8 930.0464 "0.0497 80-122Surrogate: 4-Bromofluorobenzene 930.0464 LCS Dup (B2F0101-BSD1) [TOC_3]LCS Dup (B2F0101-BSD1)[TOC] Analyzed: 06/03/22 11:19 Benzene mg/kg0.0441 0.0050 0.0397 2062-135111 7 Bromobenzene "0.0506 0.0050 0.0397 2074-143127 7 Bromochloromethane "0.0392 0.0050 0.0397 2062-13899 4 Bromodichloromethane "0.0459 0.0050 0.0397 2076-131116 6 Bromoform "0.0434 0.0050 0.0397 2063-146109 7 Bromomethane "0.0346 0.0050 0.0397 2010-18487 9 n-Butylbenzene "0.0664 0.0050 0.0397 20 QM-0970-164167 8 sec-Butylbenzene "0.0633 0.0050 0.0397 2078-160159 7 tert-Butylbenzene "0.0585 0.0050 0.0397 2073-149147 8 Carbon tetrachloride "0.0442 0.0050 0.0397 2062-148111 5 Chlorobenzene "0.0539 0.0050 0.0397 20 QM-0979-131136 8 Chloroethane "0.0713 0.0050 0.0397 20 QR-0210-186180 38 Chloroform "0.0434 0.0050 0.0397 2071-128109 4 Chloromethane "0.0430 0.0050 0.0397 2030-156108 7 2-Chlorotoluene "0.0546 0.0050 0.0397 2073-139138 6 4-Chlorotoluene "0.0560 0.0050 0.0397 2074-144141 7 Dibromochloromethane "0.0461 0.0050 0.0397 2072-130116 8 1,2-Dibromo-3-chloropropane "0.0469 0.0050 0.0397 2052-146118 12 1,2-Dibromoethane (EDB)"0.0422 0.0050 0.0397 2071-124106 3 Dibromomethane "0.0383 0.0050 0.0397 2065-14096 5 1,2-Dichlorobenzene "0.0531 0.0050 0.0397 2071-144134 7 1,3-Dichlorobenzene "0.0553 0.0050 0.0397 2073-146139 7 1,4-Dichlorobenzene "0.0545 0.0050 0.0397 2072-142137 10 Dichlorodifluoromethane "0.0584 0.0050 0.0397 2010-188147 8 1,1-Dichloroethane "0.0417 0.0050 0.0397 2060-138105 6 1,2-Dichloroethane "0.0360 0.0050 0.0397 2064-12691 5 1,1-Dichloroethene "0.0384 0.0050 0.0397 2032-16197 7 cis-1,2-Dichloroethene "0.0427 0.0050 0.0397 2064-133108 10 trans-1,2-Dichloroethene "0.0430 0.0050 0.0397 2053-148108 5 1,2-Dichloropropane "0.0414 0.0050 0.0397 2067-127104 7 1,3-Dichloropropane "0.0422 0.0050 0.0397 2068-121106 4 2,2-Dichloropropane "0.0463 0.0050 0.0397 2064-158117 4 1,1-Dichloropropene "0.0444 0.0050 0.0397 2061-143112 3 cis-1,3-Dichloropropene "0.0408 0.0050 0.0397 2073-125103 4 trans-1,3-Dichloropropene "0.0454 0.0050 0.0397 2074-131114 7 Ethylbenzene "0.0546 0.0050 0.0397 20 QM-0977-137138 10 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 40 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 40 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 LCS Dup (B2F0101-BSD1)Analyzed: 06/03/22 11:19 Hexachlorobutadiene mg/kg0.0508 0.0050 0.0397 2059-195128 6 4-Isopropyl Toluene "0.0612 0.0050 0.0397 2075-158154 7 Isopropylbenzene "0.0599 0.0050 0.0397 20 QM-0980-147151 7 Methylene chloride "0.0344 0.0050 0.0397 2046-13287 2 Naphthalene "0.0387 0.0050 0.0397 2057-15198 12 n-Propylbenzene "0.0597 0.0050 0.0397 20 QM-0975-149150 9 Styrene "0.0565 0.0050 0.0397 20 QM-0978-140142 6 1,1,1,2-Tetrachloroethane "0.0508 0.0050 0.0397 2075-137128 11 1,1,2,2-Tetrachloroethane "0.0438 0.0050 0.0397 2050-140110 8 Tetrachloroethene (PCE)"0.0516 0.0050 0.0397 2073-142130 5 Toluene "0.0483 0.0050 0.0397 2070-135122 4 1,2,3-Trichlorobenzene "0.0434 0.0050 0.0397 2067-159109 7 1,2,4-Trichlorobenzene "0.0451 0.0050 0.0397 2065-164114 3 1,1,1-Trichloroethane "0.0448 0.0050 0.0397 2068-143113 5 1,1,2-Trichloroethane "0.0463 0.0050 0.0397 2069-127117 10 Trichloroethene (TCE)"0.0449 0.0050 0.0397 2061-148113 4 Trichlorofluoromethane "0.0463 0.0050 0.0397 2052-167117 9 1,2,3-Trichloropropane "0.0437 0.0050 0.0397 2060-136110 9 1,2,4-Trimethylbenzene "0.0588 0.0050 0.0397 20 QM-0969-143148 5 1,3,5-Trimethylbenzene "0.0569 0.0050 0.0397 2070-143143 5 Vinyl chloride "0.0542 0.0050 0.0397 2049-155137 6 Xylenes (total)"0.165 0.0050 0.119 20 QM-0975-135138 6 "0.0496 77-124Surrogate: Dibromofluoromethane 970.0482 "0.0496 79-124Surrogate: Toluene-d8 940.0468 "0.0496 80-122Surrogate: 4-Bromofluorobenzene 970.0483 LCS Dup (B2F0101-BSD2)Analyzed: 06/03/22 12:12 TPH Gasoline (C4-C12)mg/kg2.14 0.50 2.00 2060-137107 13 "0.0499 77-124Surrogate: Dibromofluoromethane 920.0459 "0.0499 79-124Surrogate: Toluene-d8 930.0463 "0.0499 80-122Surrogate: 4-Bromofluorobenzene 930.0466 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 41 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 41 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 Duplicate (B2F0101-DUP1)Source: 2203316-08 [TOC_3]Duplicate (B2F0101-DUP1)[TOC] Analyzed: 06/03/22 13:32 Benzene mg/kgND0.0050 ND 20 Bromobenzene "ND 0.0050 ND 20 Bromochloromethane "ND 0.0050 ND 20 Bromodichloromethane "ND 0.0050 ND 20 Bromoform "ND 0.0050 ND 20 Bromomethane "ND 0.0050 ND 20 n-Butylbenzene "ND 0.0050 ND 20 sec-Butylbenzene "ND 0.0050 ND 20 tert-Butylbenzene "ND 0.0050 ND 20 Carbon tetrachloride "ND 0.0050 ND 20 Chlorobenzene "ND 0.0050 ND 20 Chloroethane "ND 0.0050 ND 20 Chloroform "ND 0.0050 ND 20 Chloromethane "ND 0.0050 ND 20 2-Chlorotoluene "ND 0.0050 ND 20 4-Chlorotoluene "ND 0.0050 ND 20 Dibromochloromethane "ND 0.0050 ND 20 1,2-Dibromo-3-chloropropane "ND 0.0050 ND 20 1,2-Dibromoethane (EDB)"ND 0.0050 ND 20 Dibromomethane "ND 0.0050 ND 20 1,2-Dichlorobenzene "ND 0.0050 ND 20 1,3-Dichlorobenzene "ND 0.0050 ND 20 1,4-Dichlorobenzene "ND 0.0050 ND 20 Dichlorodifluoromethane "ND 0.0050 ND 20 1,1-Dichloroethane "ND 0.0050 ND 20 1,2-Dichloroethane "ND 0.0050 ND 20 1,1-Dichloroethene "ND 0.0050 ND 20 cis-1,2-Dichloroethene "ND 0.0050 ND 20 trans-1,2-Dichloroethene "ND 0.0050 ND 20 1,2-Dichloropropane "ND 0.0050 ND 20 1,3-Dichloropropane "ND 0.0050 ND 20 2,2-Dichloropropane "ND 0.0050 ND 20 1,1-Dichloropropene "ND 0.0050 ND 20 cis-1,3-Dichloropropene "ND 0.0050 ND 20 trans-1,3-Dichloropropene "ND 0.0050 ND 20 Ethylbenzene "ND 0.0050 ND 20 Hexachlorobutadiene "ND 0.0050 ND 20 4-Isopropyl Toluene "ND 0.0050 ND 20 Isopropylbenzene "ND 0.0050 ND 20 Methylene chloride "ND 0.0050 ND 20 Naphthalene "ND 0.0050 ND 20 n-Propylbenzene "ND 0.0050 ND 20 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 42 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 42 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 Duplicate (B2F0101-DUP1)Source: 2203316-08 Analyzed: 06/03/22 13:32 Styrene mg/kgND0.0050 ND 20 1,1,1,2-Tetrachloroethane "ND 0.0050 ND 20 1,1,2,2-Tetrachloroethane "ND 0.0050 ND 20 Tetrachloroethene (PCE)"ND 0.0050 ND 20 Toluene "ND 0.0050 ND 20 1,2,3-Trichlorobenzene "ND 0.0050 ND 20 1,2,4-Trichlorobenzene "ND 0.0050 ND 20 1,1,1-Trichloroethane "ND 0.0050 ND 20 1,1,2-Trichloroethane "ND 0.0050 ND 20 Trichloroethene (TCE)"ND 0.0050 ND 20 Trichlorofluoromethane "ND 0.0050 ND 20 1,2,3-Trichloropropane "ND 0.0050 ND 20 1,2,4-Trimethylbenzene "ND 0.0050 ND 20 1,3,5-Trimethylbenzene "ND 0.0050 ND 20 Vinyl chloride "ND 0.0050 ND 20 Xylenes (total)"ND 0.0050 ND 20 TPH Gasoline (C4-C12)"ND 0.50 ND 20 "0.0498 77-124Surrogate: Dibromofluoromethane 1000.0496 "0.0498 79-124Surrogate: Toluene-d8 940.0466 "0.0498 80-122Surrogate: 4-Bromofluorobenzene 930.0461 Matrix Spike (B2F0101-MS1)Source: 2203316-09 [TOC_3]Matrix Spike (B2F0101-MS1)[TOC] Analyzed: 06/03/22 21:03 Benzene mg/kg0.0391 0.0049 0.0394 ND 49-13799 Bromobenzene "0.0398 0.0049 0.0394 ND 44-149101 Bromochloromethane "0.0365 0.0049 0.0394 ND 52-14493 Bromodichloromethane "0.0419 0.0049 0.0394 ND 63-137106 Bromoform "0.0377 0.0049 0.0394 ND 45-15496 Bromomethane "0.0246 0.0049 0.0394 ND 16-17362 n-Butylbenzene "0.0380 0.0049 0.0394 ND 12-16496 sec-Butylbenzene "0.0397 0.0049 0.0394 ND 23-166101 tert-Butylbenzene "0.0395 0.0049 0.0394 ND 29-155100 Carbon tetrachloride "0.0393 0.0049 0.0394 ND 42-151100 Chlorobenzene "0.0422 0.0049 0.0394 ND 50-139107 Chloroethane "0.0559 0.0049 0.0394 ND 22-170142 Chloroform "0.0406 0.0049 0.0394 ND 57-135103 Chloromethane "0.0444 0.0049 0.0394 ND 23-153113 2-Chlorotoluene "0.0384 0.0049 0.0394 ND 35-14497 4-Chlorotoluene "0.0380 0.0049 0.0394 ND 35-14896 Dibromochloromethane "0.0398 0.0049 0.0394 ND 53-140101 1,2-Dibromo-3-chloropropane "0.0373 0.0049 0.0394 ND 24-17195 1,2-Dibromoethane (EDB)"0.0383 0.0049 0.0394 ND 51-13697 Dibromomethane "0.0328 0.0049 0.0394 ND 54-14683 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 43 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 43 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 Matrix Spike (B2F0101-MS1)Source: 2203316-09 Analyzed: 06/03/22 21:03 1,2-Dichlorobenzene mg/kg0.0386 0.0049 0.0394 ND 37-14798 1,3-Dichlorobenzene "0.0381 0.0049 0.0394 ND 34-14897 1,4-Dichlorobenzene "0.0361 0.0049 0.0394 ND 35-14591 Dichlorodifluoromethane "0.0539 0.0049 0.0394 ND 10-177137 1,1-Dichloroethane "0.0397 0.0049 0.0394 ND 48-141101 1,2-Dichloroethane "0.0327 0.0049 0.0394 ND 53-13283 1,1-Dichloroethene "0.0366 0.0049 0.0394 ND 24-15793 cis-1,2-Dichloroethene "0.0375 0.0049 0.0394 ND 50-13895 trans-1,2-Dichloroethene "0.0369 0.0049 0.0394 ND 41-14894 1,2-Dichloropropane "0.0376 0.0049 0.0394 ND 54-13395 1,3-Dichloropropane "0.0374 0.0049 0.0394 ND 49-13195 2,2-Dichloropropane "0.0369 0.0049 0.0394 ND 37-14994 1,1-Dichloropropene "0.0377 0.0049 0.0394 ND 41-14496 cis-1,3-Dichloropropene "0.0330 0.0049 0.0394 ND 51-13284 trans-1,3-Dichloropropene "0.0370 0.0049 0.0394 ND 48-14294 Ethylbenzene "0.0411 0.0049 0.0394 ND 38-146104 Hexachlorobutadiene "0.0305 0.0049 0.0394 ND 10-18477 4-Isopropyl Toluene "0.0383 0.0049 0.0394 ND 20-16397 Isopropylbenzene "0.0422 0.0049 0.0394 ND 28-162107 Methylene chloride "0.0316 0.0049 0.0394 ND 38-13580 Naphthalene "0.0259 0.0049 0.0394 ND 16-16266 n-Propylbenzene "0.0402 0.0049 0.0394 ND 24-157102 Styrene "0.0422 0.0049 0.0394 ND 43-149107 1,1,1,2-Tetrachloroethane "0.0431 0.0049 0.0394 ND 54-142109 1,1,2,2-Tetrachloroethane "0.0356 0.0049 0.0394 ND 10-17390 Tetrachloroethene (PCE)"0.0402 0.0049 0.0394 ND 37-149102 Toluene "0.0396 0.0049 0.0394 ND 43-145100 1,2,3-Trichlorobenzene "0.0290 0.0049 0.0394 ND 10-16673 1,2,4-Trichlorobenzene "0.0300 0.0049 0.0394 ND 10-16576 1,1,1-Trichloroethane "0.0407 0.0049 0.0394 ND 50-146103 1,1,2-Trichloroethane "0.0410 0.0049 0.0394 ND 42-156104 Trichloroethene (TCE)"0.0402 0.0049 0.0394 ND 33-171102 Trichlorofluoromethane "0.0493 0.0049 0.0394 ND 37-168125 1,2,3-Trichloropropane "0.0386 0.0049 0.0394 ND 34-16798 1,2,4-Trimethylbenzene "0.0396 0.0049 0.0394 ND 22-156100 1,3,5-Trimethylbenzene "0.0396 0.0049 0.0394 ND 29-147100 Vinyl chloride "0.0524 0.0049 0.0394 ND 36-159133 Xylenes (total)"0.122 0.0049 0.118 ND 31-151103 "0.0493 77-124Surrogate: Dibromofluoromethane 970.0480 "0.0493 79-124Surrogate: Toluene-d8 950.0470 "0.0493 80-122Surrogate: 4-Bromofluorobenzene 950.0467 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 44 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 44 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Volatile Organic Compounds by GC/MS - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0101 - EPA 8260B/LUFT Preparation: EPA 5035/5030B Solid 06/03/22 07:28 Matrix Spike (B2F0101-MS2)Source: 2203316-14 Analyzed: 06/03/22 21:30 TPH Gasoline (C4-C12)mg/kg1.82 0.50 2.00 ND 21-14091 "0.0499 77-124Surrogate: Dibromofluoromethane 920.0460 "0.0499 79-124Surrogate: Toluene-d8 930.0465 "0.0499 80-122Surrogate: 4-Bromofluorobenzene 950.0475 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 45 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 45 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring - Quality Control[TOC_1]Polynuclear Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2F0107 - EPA 3550C MS[TOC] Batch B2F0107 - EPA 8270-SIM Preparation: EPA 3550C MS 06/03/22 09:37 Blank (B2F0107-BLK1) [TOC_3]Blank (B2F0107-BLK1)[TOC] Analyzed: 06/08/22 16:42 Acenaphthene mg/kgND0.0050 Acenaphthylene "ND 0.0050 Anthracene "ND 0.0050 Benz (a) anthracene "ND 0.0050 Benzo (b) fluoranthene "ND 0.0050 Benzo (k) fluoranthene "ND 0.0050 Benzo (a) pyrene "ND 0.0050 Benzo (g,h,i) perylene "ND 0.0050 Chrysene "ND 0.0050 Dibenz (a,h) anthracene "ND 0.0050 Fluoranthene "ND 0.0050 Fluorene "ND 0.0050 Indeno (1,2,3-cd) pyrene "ND 0.0050 Naphthalene "ND 0.0050 Phenanthrene "ND 0.0050 Pyrene "ND 0.0050 "0.0266 19-192Surrogate: p-Terphenyl-d14 1040.0276 LCS (B2F0107-BS1) [TOC_3]LCS (B2F0107-BS1)[TOC] Analyzed: 06/08/22 15:10 Acenaphthene mg/kg0.0193 0.0050 0.0266 36-9872 Acenaphthylene "0.0213 0.0050 0.0266 33-9580 Anthracene "0.0210 0.0050 0.0266 44-11379 Benz (a) anthracene "0.0269 0.0050 0.0266 47-145101 Benzo (b) fluoranthene "0.0289 0.0050 0.0266 45-152109 Benzo (k) fluoranthene "0.0243 0.0050 0.0266 58-14391 Benzo (a) pyrene "0.0269 0.0050 0.0266 58-126101 Benzo (g,h,i) perylene "0.0359 0.0050 0.0266 54-136135 Chrysene "0.0203 0.0050 0.0266 54-13176 Dibenz (a,h) anthracene "0.0269 0.0050 0.0266 52-143101 Fluoranthene "0.0226 0.0050 0.0266 56-12785 Fluorene "0.0213 0.0050 0.0266 39-10380 Indeno (1,2,3-cd) pyrene "0.0269 0.0050 0.0266 55-138101 Naphthalene "0.0186 0.0050 0.0266 35-8870 Phenanthrene "0.0230 0.0050 0.0266 38-11686 Pyrene "0.0213 0.0050 0.0266 55-12880 "0.0266 19-192Surrogate: p-Terphenyl-d14 960.0256 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 46 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 46 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0107 - EPA 8270-SIM Preparation: EPA 3550C MS 06/03/22 09:37 LCS Dup (B2F0107-BSD1) [TOC_3]LCS Dup (B2F0107-BSD1)[TOC] Analyzed: 06/08/22 15:33 Acenaphthene mg/kg0.0206 0.0050 0.0266 3036-9877 7 Acenaphthylene "0.0223 0.0050 0.0266 3033-9584 5 Anthracene "0.0223 0.0050 0.0266 3044-11384 6 Benz (a) anthracene "0.0276 0.0050 0.0266 3047-145104 2 Benzo (b) fluoranthene "0.0296 0.0050 0.0266 3045-152111 2 Benzo (k) fluoranthene "0.0270 0.0050 0.0266 3058-143101 10 Benzo (a) pyrene "0.0280 0.0050 0.0266 3058-126105 4 Benzo (g,h,i) perylene "0.0359 0.0050 0.0266 3054-136135 0.03 Chrysene "0.0206 0.0050 0.0266 3054-13177 2 Dibenz (a,h) anthracene "0.0266 0.0050 0.0266 3052-143100 1 Fluoranthene "0.0240 0.0050 0.0266 3056-12790 6 Fluorene "0.0213 0.0050 0.0266 3039-10380 0.03 Indeno (1,2,3-cd) pyrene "0.0270 0.0050 0.0266 3055-138101 0.03 Naphthalene "0.0196 0.0050 0.0266 3035-8874 5 Phenanthrene "0.0236 0.0050 0.0266 3038-11689 3 Pyrene "0.0233 0.0050 0.0266 3055-12887 9 "0.0266 19-192Surrogate: p-Terphenyl-d14 980.0260 Duplicate (B2F0107-DUP1)Source: 2203318-07 [TOC_3]Duplicate (B2F0107-DUP1)[TOC] Analyzed: 06/08/22 17:05 Acenaphthene mg/kgND0.0050 ND 30 Acenaphthylene "ND 0.0050 ND 30 Anthracene "ND 0.0050 ND 30 Benz (a) anthracene "ND 0.0050 ND 30 Benzo (b) fluoranthene "ND 0.0050 ND 30 Benzo (k) fluoranthene "ND 0.0050 ND 30 Benzo (a) pyrene "ND 0.0050 ND 30 Benzo (g,h,i) perylene "ND 0.0050 ND 30 Chrysene "ND 0.0050 ND 30 Dibenz (a,h) anthracene "ND 0.0050 ND 30 Fluoranthene "ND 0.0050 ND 30 Fluorene "ND 0.0050 ND 30 Indeno (1,2,3-cd) pyrene "ND 0.0050 ND 30 Naphthalene "ND 0.0050 ND 30 Phenanthrene "ND 0.0050 ND 30 Pyrene "ND 0.0050 ND 30 "0.0266 19-192Surrogate: p-Terphenyl-d14 990.0263 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 47 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 47 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2F0107 - EPA 8270-SIM Preparation: EPA 3550C MS 06/03/22 09:37 Matrix Spike (B2F0107-MS1)Source: 2203318-07 [TOC_3]Matrix Spike (B2F0107-MS1)[TOC] Analyzed: 06/08/22 15:56 Acenaphthene mg/kg0.0199 0.0050 0.0266 ND 29-11375 Acenaphthylene "0.0223 0.0050 0.0266 ND 15-12384 Anthracene "0.0203 0.0050 0.0266 ND 38-12376 Benz (a) anthracene "0.0266 0.0050 0.0266 ND 28-165100 Benzo (b) fluoranthene "0.0289 0.0050 0.0266 ND 26-171109 Benzo (k) fluoranthene "0.0246 0.0050 0.0266 ND 49-14693 Benzo (a) pyrene "0.0266 0.0050 0.0266 ND 40-135100 Benzo (g,h,i) perylene "0.0362 0.0050 0.0266 ND 10-158136 Chrysene "0.0196 0.0050 0.0266 ND 36-14274 Dibenz (a,h) anthracene "0.0266 0.0050 0.0266 ND 19-156100 Fluoranthene "0.0233 0.0050 0.0266 ND 31-14988 Fluorene "0.0216 0.0050 0.0266 ND 30-12481 Indeno (1,2,3-cd) pyrene "0.0266 0.0050 0.0266 ND 12-159100 Naphthalene "0.0189 0.0050 0.0266 ND 10-11771 Phenanthrene "0.0229 0.0050 0.0266 ND 31-13286 Pyrene "0.0226 0.0050 0.0266 ND 37-14085 "0.0266 19-192Surrogate: p-Terphenyl-d14 980.0259 Matrix Spike Dup (B2F0107-MSD1)Source: 2203318-07 [TOC_3]Matrix Spike Dup (B2F0107-MSD1)[TOC] Analyzed: 06/08/22 16:19 Acenaphthene mg/kg0.0203 0.0050 0.0266 ND 3029-11376 2 Acenaphthylene "0.0217 0.0050 0.0266 ND 3015-12381 3 Anthracene "0.0210 0.0050 0.0266 ND 3038-12379 3 Benz (a) anthracene "0.0266 0.0050 0.0266 ND 3028-165100 0.2 Benzo (b) fluoranthene "0.0286 0.0050 0.0266 ND 3026-171108 1 Benzo (k) fluoranthene "0.0237 0.0050 0.0266 ND 3049-14689 4 Benzo (a) pyrene "0.0256 0.0050 0.0266 ND 3040-13596 4 Benzo (g,h,i) perylene "0.0356 0.0050 0.0266 ND 3010-158134 2 Chrysene "0.0197 0.0050 0.0266 ND 3036-14274 0.2 Dibenz (a,h) anthracene "0.0266 0.0050 0.0266 ND 3019-156100 0.2 Fluoranthene "0.0237 0.0050 0.0266 ND 3031-14989 2 Fluorene "0.0223 0.0050 0.0266 ND 3030-12484 3 Indeno (1,2,3-cd) pyrene "0.0263 0.0050 0.0266 ND 3012-15999 1 Naphthalene "0.0187 0.0050 0.0266 ND 3010-11770 2 Phenanthrene "0.0237 0.0050 0.0266 ND 3031-13289 3 Pyrene "0.0227 0.0050 0.0266 ND 3037-14085 0.2 "0.0266 19-192Surrogate: p-Terphenyl-d14 990.0263 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 48 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 48 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Sample Method Summary Laboratory & CertificationMethodAnalysisMatrix Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring EPA 8270-SIM OEC, NELAP8270C PNA SIM Solid EPA 8270-SIM OEC, Internal8270C PNA SIM Solid EPA 8270-SIM OEC, NELAP8270C PNA SIM Solid EPA 8270-SIM OEC, Internal8270C PNA SIM Solid EPA 8270-SIM OEC, NELAP8270C PNA SIM Solid EPA 8270-SIM OEC, Internal8270C PNA SIM Solid EPA 8270-SIM OEC, NELAP8270C PNA SIM Solid EPA 8270-SIM OEC, Internal8270C PNA SIM Solid EPA 8270-SIM OEC, NELAP8270C PNA SIM Solid EPA 8270-SIM OEC, Internal8270C PNA SIM Solid EPA 8270-SIM OEC, NELAP8270C PNA SIM Solid Semi-Volatile Organic TPH by GC/FID EPA 8015M OEC, Internal8015 Diesel & Motor Oil List Solid EPA 8015M OEC, CA-ELAP,NELAP8015 Diesel & Motor Oil List Solid EPA 8015M OEC, Internal8015 Diesel & Motor Oil List Solid EPA 8015M OEC, CA-ELAP,NELAP8015 Diesel & Motor Oil List Solid EPA 8015M OEC, Internal8015 Diesel & Motor Oil List Solid EPA 8015M OEC, CA-ELAP,NELAP8015 Diesel & Motor Oil List Solid EPA 8015M OEC, Internal8015 Diesel & Motor Oil List Solid EPA 8015M OEC, CA-ELAP,NELAP8015 Diesel & Motor Oil List Solid EPA 8015M OEC, Internal8015 Diesel & Motor Oil List Solid EPA 8015M OEC, CA-ELAP,NELAP8015 Diesel & Motor Oil List Solid EPA 8015M OEC, Internal8015 Diesel & Motor Oil List Solid Total Metals by CVAA EPA 7471A OEC, InternalMercury Total EPA 7471A Solid The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 49 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 49 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Sample Method Summary (Continued) Laboratory & CertificationMethodAnalysisMatrix Total Metals by ICP EPA 6010B OEC, CA-ELAP,NELAP6010B Total Antimony Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Arsenic Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Barium Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Beryllium Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Cadmium Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Chromium Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Cobalt Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Copper Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Lead Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Molybdenum Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Nickel Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Selenium Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Silver Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Thallium Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Vanadium Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Zinc Solid Volatile Organic Compounds by GC/MS EPA 8260B/LUFT OEC, Internal8260B Full List/TPH-Gas Solid The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 50 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 50 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: Notes and Definitions [TOC_1]Notes and Definitions[TOC] DefinitionQualifier MDL Relative Percent DifferenceRPD Analyte NOT DETECTED at or above the method limit (MDL)ND Method Detection Limit Reporting Limit (Quantitation Limit)RL N-02 Analyte concentration below TTLC but above 10x STLC. N-03 Analyte concentration above 20x TCLP. QM-09 The spike recovery was outside acceptance limits for the LCSD. The batch was accepted based on acceptable LCS recovery. QR-02 The RPD result exceeded the QC control limits; however, both percent recoveries were acceptable. Sample results for the QC batch were accepted based on percent recoveries and completeness of QC data. QR-04 The RPD exceeded the QC control limits. R-06 The Reporting Limit has been raised to account for the presence of high levels of analytes. TMP3 Temperature [Out-Acceptable] Direct from Field The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 51 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 51 of 58 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 06/13/2022 16:49Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2203318 WO & Reported: [TOC_1]Other Documents[ The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 52 of 56 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 52 of 58 Page 53 of 58 Page 54 of 58 TPH-G by 8260 out of Encores MLS 6/1/22Page 55 of 58 $0BUHFHLSWVDPSOHRHFFRPLQGH[SKS6DPSOH5HFHLSW:RUN2UGHU5HYLHZLV&RPSOHWH:RUN2UGHU5HIUHVK&OLHQW1DPH7HPS&5HIULJHUDWRUV&2&5HFHLYHG/RJLQ5LQFRQ&RQVXOWDQWVeluinuieiielujhuieii5HFRUGHG&RUUHFWHG$FFHSWDEOH5DQJH&WR&6HH([FHSWLRQ1RWHV%HORZ6DPSOH7UDQVSRUW2(&&RXULHU6DPSOHU$IWHU+RXUV’URS2II’HOLYHU\2WKHUWKDQ2(&6KLSPHQW&DUULHU7UDFNLQJ&XVWRG\6HDOV1RQH3UHVHQW&RROHUV3UHVHQW,QWDFW3UHVHQW1RW,QWDFW1RQH6DPSOHV3UHVHQW,QWDFW3UHVHQW1RW,QWDFW1RQH&RQGLWLRQ3UHVHUYDWLRQ<HV1R1$5HFHLYHG2Q,FH:LWKLQ5DQJH$FFHSWDEOH&RPSOHWHG&2&V5HFHLYHGZLWK6DPSOHV5HFHLYHG2XWVLGH5DQJH$FFHSWDEOH&RUUHFW&RQWDLQHUV3UHVHUYHIRU$QDO\VLV’LUHFWIURP)LHOGRQ,FH&RQWDLQHUV,QWDFWDQG*RRG&RQGLWLRQ$PELHQW$LURU)LOWHU0DWUL[&RQWDLQHU/DEHOV&RQVLVWHQWZLWK&2&5HFHLYHG$PELHQW3ODFHGRQ,FH2(&3UHVHUYDWLRQ$GGHG6DPSOH7HPSHUDWXUH$FFHWDEOHIRU$QDO\VLV6DPSOH4XDQWLW\6XIILFHQW5HFHLYHG2XWVLGH5DQJH>([FHSWLRQ@,QVXIILFLHQW,FHRU8QNQRZQ([FHVVLYH)UHH/LTXLGPage 56 of 58 $0BUHFHLSWVDPSOHRHFFRPLQGH[SKS&RQWDLQHUV&2&&KDQJHV$QG2U&RUUHFWLRQV&RWDQLQHU,’&2&&RQWDLQHU’HVFULSWLRQ+RPH0DWUL[3UHVHUYDWLYHS+&KORULQH6XOIXU&RPPHQWV$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG%P/92$SUHWDUHGZP/0H2+)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH&P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH’P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH(P/92$)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG%P/92$SUHWDUHGZP/0H2+)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH&P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH’P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH(P/92$)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG%P/92$SUHWDUHGZP/0H2+)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH&P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH’P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH(P/92$)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG%P/92$SUHWDUHGZP/0H2+)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH&P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH’P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH(P/92$)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG%P/92$SUHWDUHGZP/0H2+)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH&P/92$1D62)ULGJH6ROLGPage 57 of 58 $0BUHFHLSWVDPSOHRHFFRPLQGH[SKS92$&RQWDLQHU)UHHRI+HDGVSDFH’P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH(P/92$)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG%P/92$SUHWDUHGZP/0H2+)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH&P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH’P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH(P/92$)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG%P/92$SUHWDUHGZP/0H2+)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH&P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH’P/92$1D62)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH(P/92$)ULGJH6ROLG92$&RQWDLQHU)UHHRI+HDGVSDFH5HFHLSW/RJLQ%\’$5HFHLSW5HYLHZHG%\*65Page 58 of 58 [TOC_1]Cover Page[ Oilfield Environmental & Compliance, Inc. Analytical Report Project: Cultural Arts District Ventura, CA 93003 180 N. Ashwood Ave. Rincon Consultants Shawn Decker OEC Work Order:2204107 Report Date: July 29, 2022 14:20 22-12836Number: msprister@oecusa.com Meredith Sprister, Business Director Enclosed is an analytical report for the above referenced project. The samples included in this report were received on July 06, 2022 12:15 and analyzed in accordance with the attached chain-of-custody. Unless otherwise noted, all analytical testing was accomplished in accordance with the guidelines established in our Quality Manual, applicable standard operating procedures, and other related documentation. The results in this analytical report are limited to the samples tested and any reproduction thereof must be made in its entirety. If you have any questions regarding this report, please do not hesitate to contact the undersigned. Authorized for release by: This laboratory is accredited in accordance with the recognised International Standard ISO /IEC 17025. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISOILAC-IAF CommuniquØ dated April 2017) 307 Roemer Way, Suite 300 Santa Maria, CA 93454 client.oec.com\reports CA-ELAP 2438, TNI 02666 TNI 2016 & ISO/IEC 17025:2017 www.oecusa.com Fax: Main: (805) 925-3376 (805) 922-4772 Page 1 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Revision History[TOC_1]Revision History[ Reason for RevisionPrevious Report Complete report.2204107 07/15/2022 11:45 Sample ID Laboratory ID Client Matrix Date Sampled Sample Summary Date Received [TOC_1]Sample Summary[TOC] Lab Matrix HA6 2204107-01 07/06/2022 10:05 07/06/2022 12:15Solid Solid HA7 2204107-02 07/06/2022 10:25 07/06/2022 12:15Solid Solid HA8 2204107-03 07/06/2022 09:45 07/06/2022 12:15Solid Solid HA9 2204107-04 07/06/2022 10:15 07/06/2022 12:15Solid Solid HA10 2204107-05 07/06/2022 09:20 07/06/2022 12:15Solid Solid [TOC_1]Sample Batch Preparation Summary[Sample Batch Preparation Summary Analysis Preparation Date/TimeBatch ID Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring 8270C PNA SIM 07/07/2022 10:56B2G0155 STLC Metals by ICP 6010B STLC 07/14/2022 10:59B2G0341 STLC Metals Extraction STLC Metals Extraction 07/07/2022 15:33B2G0173 TCLP Metals by ICP 6010B TCLP 07/27/2022 13:59B2G0748 TCLP Metals Extraction TCLP Metals Extraction 07/26/2022 11:20B2G0700 Total Metals by ICP 6010B Total 07/11/2022 14:02B2G0236 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 2 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 2 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Analytical Report for Samples HA6 Sampled : 07/06/22 10:05 Lab ID : 2204107-01 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2204107-01 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP EPA 6010B120B2G023607/14/22 17:21mg/kg 1Chromium0.50 N-02, N-03 "47 """"Lead 0.50 "180 """"Nickel 0.50 [TOC_2]STLC Metals by ICP[TOC] STLC Metals by ICP STLC/EPA 6010B0.75 B2G0341 07/19/22 14:10mg/L 1Chromium0.10 "0.87 """"Lead 0.10 "3.4 """"Nickel 0.10 B-02 [TOC_2]TCLP Metals by ICP[TOC] TCLP Metals by ICP ND EPA 1311/EPA 6010B07/28/22 11:55mg/L B2G07481Chromium0.050 B-02 HA7 Sampled : 07/06/22 10:25 Lab ID : 2204107-02 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2204107-02 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP EPA 6010B130B2G023607/14/22 17:24mg/kg 1Chromium0.49 N-02, N-03 "6.0 """"Lead 0.49 [TOC_2]STLC Metals by ICP[TOC] STLC Metals by ICP STLC/EPA 6010B0.79 B2G0341 07/19/22 14:13mg/L 1Chromium0.10 "0.12 """"Lead 0.10 [TOC_2]TCLP Metals by ICP[TOC] TCLP Metals by ICP ND EPA 1311/EPA 6010B07/28/22 11:58mg/L B2G07481Chromium0.050 B-02 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 3 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 3 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Analytical Report for Samples HA8 Sampled : 07/06/22 09:45 Lab ID : 2204107-03 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2204107-03 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP EPA 6010B140B2G023607/14/22 17:27mg/kg 1Chromium0.49 N-02, N-03 [TOC_2]STLC Metals by ICP[TOC] STLC Metals by ICP STLC/EPA 6010B0.70 B2G0341 07/19/22 14:16mg/L 1Chromium0.10 [TOC_2]TCLP Metals by ICP[TOC] TCLP Metals by ICP ND EPA 1311/EPA 6010B07/28/22 12:11mg/L B2G07481Chromium0.050 B-02 R-06 [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM07/13/22 12:49mg/kg B2G01552Acenaphthene0.010 "0.010 """"Acenaphthylene 0.010 "0.015 """"Anthracene 0.010 "0.080 """"Benz (a) anthracene 0.010 "0.13 """"Benzo (b) fluoranthene 0.010 "0.047 """"Benzo (k) fluoranthene 0.010 "0.10 """"Benzo (a) pyrene 0.010 "0.029 """"Benzo (g,h,i) perylene 0.010 "0.069 """"Chrysene 0.010 ND """ ""Dibenz (a,h) anthracene 0.010 "0.11 """"Fluoranthene 0.010 ND """ ""Fluorene 0.010 "0.031 """"Indeno (1,2,3-cd) pyrene 0.010 ND """ ""Naphthalene 0.010 "0.068 """"Phenanthrene 0.010 "0.12 """"Pyrene 0.010 """( 10 - 190 )67 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 4 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 4 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Analytical Report for Samples HA9 Sampled : 07/06/22 10:15 Lab ID : 2204107-04 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2204107-04 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP EPA 6010B120B2G023607/14/22 17:29mg/kg 1Chromium0.47 N-02, N-03 [TOC_2]STLC Metals by ICP[TOC] STLC Metals by ICP STLC/EPA 6010B0.65 B2G0341 07/19/22 14:19mg/L 1Chromium0.10 [TOC_2]TCLP Metals by ICP[TOC] TCLP Metals by ICP ND EPA 1311/EPA 6010B07/28/22 12:14mg/L B2G07481Chromium0.050 B-02 [TOC_2]Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring[TOC] Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring ND EPA 8270-SIM07/12/22 20:12mg/kg B2G01551Acenaphthene0.0050 ND """ ""Acenaphthylene 0.0050 ND """ ""Anthracene 0.0050 ND """ ""Benz (a) anthracene 0.0050 ND """ ""Benzo (b) fluoranthene 0.0050 ND """ ""Benzo (k) fluoranthene 0.0050 ND """ ""Benzo (a) pyrene 0.0050 ND """ ""Benzo (g,h,i) perylene 0.0050 ND """ ""Chrysene 0.0050 ND """ ""Dibenz (a,h) anthracene 0.0050 ND """ ""Fluoranthene 0.0050 ND """ ""Fluorene 0.0050 ND """ ""Indeno (1,2,3-cd) pyrene 0.0050 ND """ ""Naphthalene 0.0050 ND """ ""Phenanthrene 0.0050 ND """ ""Pyrene 0.0050 """( 10 - 190 )54 %Surrogate: p-Terphenyl-d14 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 5 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 5 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Analytical Report for Samples HA10 Sampled : 07/06/22 09:20 Lab ID : 2204107-05 Matrix : Solid Sample ID : Sampled by : Sawyer Carman Field Data : NA [TOC_1]2204107-05 (Solid)[ Units Dilution Notes MethodAnalyzedRLBatchAnalyteResult [TOC_2]Total Metals by ICP[TOC] Total Metals by ICP EPA 6010B78B2G023607/14/22 17:32mg/kg 1Chromium0.50 N-02 [TOC_2]STLC Metals by ICP[TOC] STLC Metals by ICP STLC/EPA 6010B0.34 B2G0341 07/19/22 14:21mg/L 1Chromium0.10 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 6 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 6 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Total Metals by ICP - Quality Control[TOC_1] Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2G0236 - EPA 3050B[TOC] Batch B2G0236 - EPA 6010B Preparation: EPA 3050B 07/11/22 14:02 Blank (B2G0236-BLK1) [TOC_3]Blank (B2G0236-BLK1)[TOC] Analyzed: 07/13/22 12:02 Chromium mg/kgND0.50 Lead "ND 0.50 Nickel "ND 0.50 LCS (B2G0236-BS1) [TOC_3]LCS (B2G0236-BS1)[TOC] Analyzed: 07/13/22 12:07 Chromium mg/kg97.1 0.50 100 80-12097 Lead "99.4 0.50 100 80-12099 Nickel "99.2 0.50 100 80-12099 LCS Dup (B2G0236-BSD1) [TOC_3]LCS Dup (B2G0236-BSD1)[TOC] Analyzed: 07/13/22 12:10 Chromium mg/kg96.6 0.50 100 2080-12097 0.6 Lead "101 0.50 100 2080-120101 2 Nickel "100 0.50 100 2080-120100 1 Duplicate (B2G0236-DUP1)Source: 2204178-03 [TOC_3]Duplicate (B2G0236-DUP1)[TOC] Analyzed: 07/13/22 12:21 Chromium mg/kg9.52 0.46 9.25 203 Lead "3.88 0.46 3.82 202 Nickel "12.5 0.46 14.4 2014 Matrix Spike (B2G0236-MS1)Source: 2204178-03 [TOC_3]Matrix Spike (B2G0236-MS1)[TOC] Analyzed: 07/13/22 12:12 Chromium mg/kg1100.49 98.4 9.25 70-134102 Lead "99.7 0.49 98.4 3.82 58-13197 Nickel "116 0.49 98.4 14.4 61-131103 Matrix Spike Dup (B2G0236-MSD1)Source: 2204178-03 [TOC_3]Matrix Spike Dup (B2G0236-MSD1)[TOC] Analyzed: 07/13/22 12:16 Chromium mg/kg1060.47 93.6 9.25 2070-134103 4 Lead "93.7 0.47 93.6 3.82 2058-13196 6 Nickel "108 0.47 93.6 14.4 2061-131100 7 Post Spike (B2G0236-PS1)Source: 2204178-03 [TOC_3]Post Spike (B2G0236-PS1)[TOC] Analyzed: 07/13/22 12:18 Chromium mg/L2.22 2.00 0.191 75-125101 Lead "2.06 2.00 0.0787 75-12599 Nickel "2.29 2.00 0.298 75-12599 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 7 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 7 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: STLC Metals by ICP - Quality Control[TOC_1]STLC Metals by IC Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2G0341 - EPA 3010A Leachate[TOC] Batch B2G0341 - STLC/EPA 6010B Preparation: EPA 3010A Leachate 07/14/22 10:59 Blank (B2G0341-BLK1) [TOC_3]Blank (B2G0341-BLK1)[TOC] Analyzed: 07/15/22 14:18 Chromium mg/LND0.010 Lead "ND 0.010 Nickel "ND 0.010 LCS (B2G0341-BS1) [TOC_3]LCS (B2G0341-BS1)[TOC] Analyzed: 07/15/22 14:03 Chromium mg/L1.87 0.010 2.00 80-12093 Lead "1.90 0.010 2.00 80-12095 Nickel "1.87 0.010 2.00 80-12094 LCS Dup (B2G0341-BSD1) [TOC_3]LCS Dup (B2G0341-BSD1)[TOC] Analyzed: 07/15/22 14:05 Chromium mg/L1.85 0.010 2.00 2080-12092 1 Lead "1.88 0.010 2.00 2080-12094 0.8 Nickel "1.85 0.010 2.00 2080-12092 1 Duplicate (B2G0341-DUP1)Source: 2203981-05 [TOC_3]Duplicate (B2G0341-DUP1)[TOC] Analyzed: 07/15/22 14:08 Chromium mg/L0.0570 0.10 0.0610 207 Lead "ND 0.10 ND 20 Nickel "0.176 0.10 0.168 205 Leach Fluid Blank (B2G0341-LBK1) [TOC_3]Leach Fluid Blank (B2G0341-LBK1)[TOC] Analyzed: 07/15/22 14:21 Chromium mg/LND0.10 Lead "ND 0.10 Nickel "0.0590 0.10 B-02 Matrix Spike (B2G0341-MS1)Source: 2203981-05 [TOC_3]Matrix Spike (B2G0341-MS1)[TOC] Analyzed: 07/19/22 13:45 Chromium mg/L19.7 0.10 20.0 0.0610 84-11398 Lead "18.5 0.10 20.0 ND 73-12392 Nickel "18.2 0.10 20.0 0.168 85-10990 Matrix Spike Dup (B2G0341-MSD1)Source: 2203981-05 [TOC_3]Matrix Spike Dup (B2G0341-MSD1)[TOC] Analyzed: 07/19/22 13:47 Chromium mg/L19.9 0.10 20.0 0.0610 2084-11399 0.9 Lead "18.6 0.10 20.0 ND 2073-12393 1 Nickel "18.5 0.10 20.0 0.168 2085-10992 2 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 8 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 8 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: TCLP Metals by ICP - Quality Control[TOC_1]TCL Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2G0748 - EPA 3010A Leachate[TOC] Batch B2G0748 - EPA 1311/EPA 6010B Preparation: EPA 3010A Leachate 07/27/22 13:59 Blank (B2G0748-BLK1) [TOC_3]Blank (B2G0748-BLK1)[TOC] Analyzed: 07/28/22 13:14 Chromium mg/LND0.010 LCS (B2G0748-BS1) [TOC_3]LCS (B2G0748-BS1)[TOC] Analyzed: 07/28/22 10:49 Chromium mg/L1.77 0.010 2.00 80-12089 LCS Dup (B2G0748-BSD1) [TOC_3]LCS Dup (B2G0748-BSD1)[TOC] Analyzed: 07/28/22 11:01 Chromium mg/L1.80 0.010 2.00 2080-12090 1 Duplicate (B2G0748-DUP1)Source: 2203981-18 [TOC_3]Duplicate (B2G0748-DUP1)[TOC] Analyzed: 07/28/22 11:14 Chromium mg/L0.0305 0.050 ND 20 Leach Fluid Blank (B2G0748-LBK1) [TOC_3]Leach Fluid Blank (B2G0748-LBK1)[TOC] Analyzed: 07/28/22 10:38 Chromium mg/L0.0340 0.050 B-02 Matrix Spike (B2G0748-MS1)Source: 2203981-18 [TOC_3]Matrix Spike (B2G0748-MS1)[TOC] Analyzed: 07/28/22 11:04 Chromium mg/L9.04 0.050 10.0 ND 84-11390 Matrix Spike Dup (B2G0748-MSD1)Source: 2203981-18 [TOC_3]Matrix Spike Dup (B2G0748-MSD1)[TOC] Analyzed: 07/28/22 11:06 Chromium mg/L9.02 0.050 10.0 ND 2084-11390 0.3 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 9 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 9 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring - Quality Control[TOC_1]Polynuclear Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte [TOC_2]Batch B2G0155 - EPA 3550C MS[TOC] Batch B2G0155 - EPA 8270-SIM Preparation: EPA 3550C MS 07/07/22 10:56 Blank (B2G0155-BLK1) [TOC_3]Blank (B2G0155-BLK1)[TOC] Analyzed: 07/12/22 18:45 Acenaphthene mg/kgND0.0050 Acenaphthylene "ND 0.0050 Anthracene "ND 0.0050 Benz (a) anthracene "ND 0.0050 Benzo (b) fluoranthene "ND 0.0050 Benzo (k) fluoranthene "ND 0.0050 Benzo (a) pyrene "ND 0.0050 Benzo (g,h,i) perylene "ND 0.0050 Chrysene "ND 0.0050 Dibenz (a,h) anthracene "ND 0.0050 Fluoranthene "ND 0.0050 Fluorene "ND 0.0050 Indeno (1,2,3-cd) pyrene "ND 0.0050 Naphthalene "ND 0.0050 Phenanthrene "ND 0.0050 Pyrene "ND 0.0050 "0.0267 10-190Surrogate: p-Terphenyl-d14 640.0170 LCS (B2G0155-BS1) [TOC_3]LCS (B2G0155-BS1)[TOC] Analyzed: 07/12/22 13:47 Acenaphthene mg/kg0.0150 0.0050 0.0267 36-10056 Acenaphthylene "0.0160 0.0050 0.0267 33-10360 Anthracene "0.0140 0.0050 0.0267 42-11552 Benz (a) anthracene "0.0193 0.0050 0.0267 52-14472 Benzo (b) fluoranthene "0.0210 0.0050 0.0267 47-14779 Benzo (k) fluoranthene "0.0180 0.0050 0.0267 45-14467 Benzo (a) pyrene "0.0180 0.0050 0.0267 55-12767 Benzo (g,h,i) perylene "0.0147 0.0050 0.0267 48-14155 Chrysene "0.0167 0.0050 0.0267 50-12362 Dibenz (a,h) anthracene "0.0157 0.0050 0.0267 50-14959 Fluoranthene "0.0160 0.0050 0.0267 55-12560 Fluorene "0.0137 0.0050 0.0267 39-10651 Indeno (1,2,3-cd) pyrene "0.0147 0.0050 0.0267 54-13655 Naphthalene "0.0137 0.0050 0.0267 35-9251 Phenanthrene "0.0193 0.0050 0.0267 42-11972 Pyrene "0.0160 0.0050 0.0267 53-12560 "0.0267 10-190Surrogate: p-Terphenyl-d14 620.0167 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 10 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 10 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2G0155 - EPA 8270-SIM Preparation: EPA 3550C MS 07/07/22 10:56 LCS Dup (B2G0155-BSD1) [TOC_3]LCS Dup (B2G0155-BSD1)[TOC] Analyzed: 07/12/22 17:19 Acenaphthene mg/kg0.0173 0.0050 0.0267 3036-10065 14 Acenaphthylene "0.0187 0.0050 0.0267 3033-10370 15 Anthracene "0.0153 0.0050 0.0267 3042-11557 9 Benz (a) anthracene "0.0197 0.0050 0.0267 3052-14474 2 Benzo (b) fluoranthene "0.0223 0.0050 0.0267 3047-14784 6 Benzo (k) fluoranthene "0.0197 0.0050 0.0267 3045-14474 9 Benzo (a) pyrene "0.0183 0.0050 0.0267 3055-12769 2 Benzo (g,h,i) perylene "0.0183 0.0050 0.0267 3048-14169 22 Chrysene "0.0173 0.0050 0.0267 3050-12365 4 Dibenz (a,h) anthracene "0.0193 0.0050 0.0267 3050-14972 21 Fluoranthene "0.0167 0.0050 0.0267 3055-12562 4 Fluorene "0.0160 0.0050 0.0267 3039-10660 16 Indeno (1,2,3-cd) pyrene "0.0173 0.0050 0.0267 3054-13665 17 Naphthalene "0.0167 0.0050 0.0267 3035-9262 20 Phenanthrene "0.0213 0.0050 0.0267 3042-11980 10 Pyrene "0.0167 0.0050 0.0267 3053-12562 4 "0.0267 10-190Surrogate: p-Terphenyl-d14 610.0163 Duplicate (B2G0155-DUP1)Source: 2204107-04 [TOC_3]Duplicate (B2G0155-DUP1)[TOC] Analyzed: 07/12/22 19:50 Acenaphthene mg/kgND0.0050 ND 30 Acenaphthylene "ND 0.0050 ND 30 Anthracene "ND 0.0050 ND 30 Benz (a) anthracene "ND 0.0050 ND 30 Benzo (b) fluoranthene "ND 0.0050 ND 30 Benzo (k) fluoranthene "ND 0.0050 ND 30 Benzo (a) pyrene "0.00200 0.0050 ND 30 Benzo (g,h,i) perylene "ND 0.0050 ND 30 Chrysene "ND 0.0050 ND 30 Dibenz (a,h) anthracene "ND 0.0050 ND 30 Fluoranthene "ND 0.0050 ND 30 Fluorene "ND 0.0050 ND 30 Indeno (1,2,3-cd) pyrene "ND 0.0050 ND 30 Naphthalene "ND 0.0050 ND 30 Phenanthrene "ND 0.0050 ND 30 Pyrene "ND 0.0050 ND 30 "0.0267 10-190Surrogate: p-Terphenyl-d14 610.0163 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 11 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 11 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring - Quality Control Result RL Units Level Spike Result Source %REC %REC Limits RPD RPD Limit Notes Analyte Batch B2G0155 - EPA 8270-SIM Preparation: EPA 3550C MS 07/07/22 10:56 Matrix Spike (B2G0155-MS1)Source: 2204107-04 [TOC_3]Matrix Spike (B2G0155-MS1)[TOC] Analyzed: 07/12/22 18:02 Acenaphthene mg/kg0.0136 0.0050 0.0266 ND 29-10851 Acenaphthylene "0.0143 0.0050 0.0266 ND 18-12054 Anthracene "0.0123 0.0050 0.0266 ND 37-11946 Benz (a) anthracene "0.0160 0.0050 0.0266 ND 33-15960 Benzo (b) fluoranthene "0.0170 0.0050 0.0266 ND 32-15964 Benzo (k) fluoranthene "0.0143 0.0050 0.0266 ND 37-14654 Benzo (a) pyrene "0.0153 0.0050 0.0266 ND 41-13157 Benzo (g,h,i) perylene "0.0106 0.0050 0.0266 ND 21-15540 Chrysene "0.0136 0.0050 0.0266 ND 32-13351 Dibenz (a,h) anthracene "0.0123 0.0050 0.0266 ND 26-16146 Fluoranthene "0.0136 0.0050 0.0266 ND 36-13851 Fluorene "0.0126 0.0050 0.0266 ND 31-11847 Indeno (1,2,3-cd) pyrene "0.0106 0.0050 0.0266 ND 24-15240 Naphthalene "0.0126 0.0050 0.0266 ND 12-11047 Phenanthrene "0.0173 0.0050 0.0266 ND 37-12765 Pyrene "0.0136 0.0050 0.0266 ND 41-12951 "0.0266 10-190Surrogate: p-Terphenyl-d14 570.0153 Matrix Spike Dup (B2G0155-MSD1)Source: 2204107-04 [TOC_3]Matrix Spike Dup (B2G0155-MSD1)[TOC] Analyzed: 07/12/22 18:24 Acenaphthene mg/kg0.0150 0.0050 0.0267 ND 3029-10856 9 Acenaphthylene "0.0160 0.0050 0.0267 ND 3018-12060 11 Anthracene "0.0133 0.0050 0.0267 ND 3037-11950 8 Benz (a) anthracene "0.0177 0.0050 0.0267 ND 3033-15966 10 Benzo (b) fluoranthene "0.0193 0.0050 0.0267 ND 3032-15972 13 Benzo (k) fluoranthene "0.0157 0.0050 0.0267 ND 3037-14659 9 Benzo (a) pyrene "0.0170 0.0050 0.0267 ND 3041-13164 10 Benzo (g,h,i) perylene "0.00933 0.0050 0.0267 ND 3021-15535 13 Chrysene "0.0153 0.0050 0.0267 ND 3032-13357 12 Dibenz (a,h) anthracene "0.0113 0.0050 0.0267 ND 3026-16142 8 Fluoranthene "0.0140 0.0050 0.0267 ND 3036-13852 3 Fluorene "0.0147 0.0050 0.0267 ND 3031-11855 15 Indeno (1,2,3-cd) pyrene "0.0100 0.0050 0.0267 ND 3024-15238 6 Naphthalene "0.0130 0.0050 0.0267 ND 3012-11049 3 Phenanthrene "0.0190 0.0050 0.0267 ND 3037-12771 9 Pyrene "0.0143 0.0050 0.0267 ND 3041-12954 5 "0.0267 10-190Surrogate: p-Terphenyl-d14 460.0123 The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 12 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 12 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: Sample Method Summary Laboratory & CertificationMethodAnalysisMatrix Polynuclear Aromatic Compounds by GC/MS with Selected Ion Monitoring EPA 8270-SIM OEC, Internal8270C PNA SIM Solid EPA 8270-SIM OEC, NELAP8270C PNA SIM Solid EPA 8270-SIM OEC, Internal8270C PNA SIM Solid STLC Metals by ICP STLC/EPA 6010B OEC, Internal6010B STLC Chromium Water STLC/EPA 6010B OEC, Internal6010B STLC Lead Water STLC/EPA 6010B OEC, Internal6010B STLC Nickel Water STLC Metals Extraction STLC OEC, InternalSTLC Metals Extraction Solid TCLP Metals by ICP EPA 1311/EPA 6010B OEC, Internal6010B TCLP Chromium Water TCLP Metals Extraction EPA 1311 OEC, InternalTCLP Metals Extraction Solid Total Metals by ICP EPA 6010B OEC, CA-ELAP,NELAP6010B Total Chromium Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Lead Solid EPA 6010B OEC, CA-ELAP,NELAP6010B Total Nickel Solid Notes and Definitions [TOC_1]Notes and Definitions[TOC] DefinitionQualifier MDL Relative Percent DifferenceRPD Analyte NOT DETECTED at or above the method limit (MDL)ND Method Detection Limit Reporting Limit (Quantitation Limit)RL B-02 The method blank contains analyte at a J-flag concentration. N-02 Analyte concentration below TTLC but above 10x STLC. N-03 Analyte concentration above 20x TCLP. R-06 The Reporting Limit has been raised to account for the presence of high levels of analytes. The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 13 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 13 of 21 Project: Project Number: Project Manager: Rincon Consultants 180 N. Ashwood Ave.22-12836 Shawn Decker Cultural Arts District 07/29/2022 14:20Ventura CA, 93003 Oilfield Environmental & Compliance, Inc. 2204107 WO & Reported: [TOC_1]Other Documents[ The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. Page 14 of 19 307 Roemer Way, Santa Maria, CA 93454 TEL: (805) 922-4772 FAX: (805) 925-3376www.oecusa.com client.oec.com\reportsClient Connect:CA-ELAP 2438, TNI02666 Page 14 of 21 Page 15 of 21 $0BUHFHLSWVDPSOHRHFFRPLQGH[SKS6DPSOH5HFHLSW:RUN2UGHU5HYLHZLV&RPSOHWH:RUN2UGHU5HIUHVK&OLHQW1DPH7HPS&5HIULJHUDWRUV&2&5HFHLYHG/RJLQ5LQFRQ&RQVXOWDQWVenuemuieiienuemuieii5HFRUGHG&RUUHFWHG$FFHSWDEOH5DQJH&WR&6HH([FHSWLRQ1RWHV%HORZ6DPSOH7UDQVSRUW2(&&RXULHU6DPSOHU$IWHU+RXUV’URS2II’HOLYHU\2WKHUWKDQ2(&6KLSPHQW&DUULHU7UDFNLQJ&XVWRG\6HDOV1RQH3UHVHQW&RROHUV3UHVHQW,QWDFW3UHVHQW1RW,QWDFW1RQH6DPSOHV3UHVHQW,QWDFW3UHVHQW1RW,QWDFW1RQH&RQGLWLRQ3UHVHUYDWLRQ<HV1R1$5HFHLYHG2Q,FH:LWKLQ5DQJH$FFHSWDEOH&RPSOHWHG&2&V5HFHLYHGZLWK6DPSOHV5HFHLYHG2XWVLGH5DQJH$FFHSWDEOH&RUUHFW&RQWDLQHUV3UHVHUYHIRU$QDO\VLV’LUHFWIURP)LHOGRQ,FH&RQWDLQHUV,QWDFWDQG*RRG&RQGLWLRQ$PELHQW$LURU)LOWHU0DWUL[&RQWDLQHU/DEHOV&RQVLVWHQWZLWK&2&5HFHLYHG$PELHQW3ODFHGRQ,FH2(&3UHVHUYDWLRQ$GGHG6DPSOH7HPSHUDWXUH$FFHWDEOHIRU$QDO\VLV6DPSOH4XDQWLW\6XIILFHQW5HFHLYHG2XWVLGH5DQJH>([FHSWLRQ@,QVXIILFLHQW,FHRU8QNQRZQ([FHVVLYH)UHH/LTXLGPage 16 of 21 $0BUHFHLSWVDPSOHRHFFRPLQGH[SKS&RQWDLQHUV&2&&KDQJHV$QG2U&RUUHFWLRQV&RWDQLQHU,’&2&&RQWDLQHU’HVFULSWLRQ+RPH0DWUL[3UHVHUYDWLYHS+&KORULQH6XOIXU&RPPHQWV$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG5HFHLSW/RJLQ%\*655HFHLSW5HYLHZHG%\’$Page 17 of 21 057/6/202209:20S1HA10XAdded per client- GSR 7/7/22Page 18 of 21 30BUHFHLSWVDPSOHRHFFRPLQGH[SKS6DPSOH5HFHLSW:RUN2UGHU5HYLHZLV&RPSOHWH:RUN2UGHU5HIUHVK&OLHQW1DPH7HPS&5HIULJHUDWRUV&2&5HFHLYHG/RJLQ5LQFRQ&RQVXOWDQWVenuemuieiienuemuieii5HFRUGHG&RUUHFWHG$FFHSWDEOH5DQJH&WR&6HH([FHSWLRQ1RWHV%HORZ6DPSOH7UDQVSRUW2(&&RXULHU6DPSOHU$IWHU+RXUV’URS2II’HOLYHU\2WKHUWKDQ2(&6KLSPHQW&DUULHU7UDFNLQJ&XVWRG\6HDOV1RQH3UHVHQW&RROHUV3UHVHQW,QWDFW3UHVHQW1RW,QWDFW1RQH6DPSOHV3UHVHQW,QWDFW3UHVHQW1RW,QWDFW1RQH&RQGLWLRQ3UHVHUYDWLRQ<HV1R1$5HFHLYHG2Q,FH:LWKLQ5DQJH$FFHSWDEOH&RPSOHWHG&2&V5HFHLYHGZLWK6DPSOHV5HFHLYHG2XWVLGH5DQJH$FFHSWDEOH&RUUHFW&RQWDLQHUV3UHVHUYHIRU$QDO\VLV’LUHFWIURP)LHOGRQ,FH&RQWDLQHUV,QWDFWDQG*RRG&RQGLWLRQ$PELHQW$LURU)LOWHU0DWUL[&RQWDLQHU/DEHOV&RQVLVWHQWZLWK&2&5HFHLYHG$PELHQW3ODFHGRQ,FH2(&3UHVHUYDWLRQ$GGHG6DPSOH7HPSHUDWXUH$FFHWDEOHIRU$QDO\VLV6DPSOH4XDQWLW\6XIILFHQW5HFHLYHG2XWVLGH5DQJH>([FHSWLRQ@,QVXIILFLHQW,FHRU8QNQRZQ([FHVVLYH)UHH/LTXLGPage 19 of 21 30BUHFHLSWVDPSOHRHFFRPLQGH[SKS&RQWDLQHUV&2&&KDQJHV$QG2U&RUUHFWLRQV&RWDQLQHU,’&2&&RQWDLQHU’HVFULSWLRQ+RPH0DWUL[3UHVHUYDWLYHS+&KORULQH6XOIXU&RPPHQWV$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG$3ODVWLF6WHHO%UDVV7XEH)ULGJH:DON,Q6ROLG5HFHLSW/RJLQ%\*655HFHLSW5HYLHZHG%\’$Page 20 of 21 TCLP CrXXXXX added 7/15/2022MLS, per client057/6/202209:20S1HA10XAdded per client- GSR 7/7/22Page 21 of 21 Mitigation Monitoring and Reporting Program Final Environmental Impact Report 1 Mitigation Monitoring and Reporting Program This document is the Mitigation Monitoring and Reporting Program (MMRP) for the Palm Nipomo Parking Structure Project, proposed in the City of San Luis Obispo, California. Public Resources Code Section 21081.6(a)(1) requires that a Lead Agency adopt an MMRP before approving a project in order to mitigate or avoid significant impacts that have been identified in an Environmental Impact Report (EIR). The purpose of the MMRP is to ensure that the required mitigation measures identified in the EIR are implemented as part of the overall project development process. In addition to ensuring implementation of mitigation measures, the MMRP provides guidance to agency staff and decision-makers during project implementation, and identifies the need for enforcement action before irreversible environmental damage occurs. The following table summarizes the mitigation measures for each issue area identified in the EIR for the project. Specifically, the table identifies each mitigation measure; the action required for the measure to be implemented; the time at which the monitoring is to occur; the monitoring conditions; and the agency or party responsible for ensuring that the monitoring is performed. In addition, the table includes columns for compliance verification. City of San Luis Obispo Palm Nipomo Parking Structure Project 2 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments Aesthetics AES-3(a) Lighting Plan Prior to issuance of building permits, the applicant shall prepare and submit a comprehensive lighting plan for Architectural Review Committee review and approval. The lighting plan shall be consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall address all aspects of the lighting, including but not limited to all buildings, infrastructure, driveways, paths, plazas, safety, and signage. The lighting plan must include identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting, and a photometric map must be provided. The lighting plan shall include the following: a. The point source of all exterior lighting shall be shielded from offsite views b. Light trespass from exterior lights shall be minimized by directing light downward and utilizing cut-off fixtures or shields c. Lumination from exterior lights shall be the lowest level allowed by public safety standards d. Exterior lighting shall be designed to not focus illumination onto exterior walls e. Any signage visible from offsite shall not be internally laminated Review lighting plan to verify compliance with measure requirements Prior to issuance of building permit Once City of San Luis Obispo Community Development Department AES-3(b) Glare Reduction To minimize impacts on residential development in proximity to the project site, roof and building materials shall be non-reflective, and shall be muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. Review final building plans to verify compliance with measure requirements Prior to issuance of building permit Once City of San Luis Obispo Community Development Department Mitigation Monitoring and Reporting Program Final Environmental Impact Report 3 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments Air Quality AQ-1 Fugitive Dust Control Measures Construction projects shall implement the following dust control measures so as to reduce PM10 emissions in accordance with San Luis Obispo Air Pollution Control District (SLOAPCD) requirements.  Reduce the amount of the disturbed area where possible  Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non-potable) water shall be used whenever possible  All dirt stock pile areas shall be sprayed daily as needed  Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities  Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established  All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD  All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used  Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site  All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of Review final grading plans to verify measure requirements have been listed Field verify compliance with measure requirements Prior to issuance of grading permit During construction Once during plan review Periodically during construction City of San Luis Obispo Community Development Department City of San Luis Obispo Palm Nipomo Parking Structure Project 4 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114  Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site  Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible  All of these fugitive dust mitigation measures shall be shown on grading and building plans  The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. AQ-2(a) Standard Control Measures for Construction Equipment The following standard air quality mitigation measures shall be implemented during construction activities at the project site:  Maintain all construction equipment in proper tune according to manufacturer’s specifications  Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road) Review final grading plans to verify standard control measures have been listed Feld verify compliance with measure requirements Prior to issuance of grading permit During construction Once Periodically during constriction City of San Luis Obispo Community Development Department Mitigation Monitoring and Reporting Program Final Environmental Impact Report 5 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments  Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation  Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation  Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance  All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit  Diesel idling within 1,000 feet of sensitive receptors is not permitted  Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors  Electrify equipment when feasible  Substitute gasoline-powered in place of diesel-powered equipment, where feasible  Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel AQ-2(b) Best Available Control Technology (BACT) for Construction Equipment The following BACT for diesel-fueled construction equipment shall be implemented during construction activities at the project site, where feasible:  Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible  Repower equipment with the cleanest engines available Review final grading plans to verify measures have been listed Prior to issuance of grading permit During construction Once City of San Luis Obispo Community Development Department City of San Luis Obispo Palm Nipomo Parking Structure Project 6 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments  Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) Field verify compliance with measure requirements Periodically during constriction AQ-2(c) Architectural Coating To reduce ROG and NOX levels during the architectural coating phase, low or no VOC-emission paint shall be used with levels of 50 g/L or less. Review final building plans to verify requirement has been listed Field verify compliance with measure requirements Prior to issuance of building permit During construction Once Periodically during construction City of San Luis Obispo Community Development Department Biological Resources BIO-1 Nesting Bird Protection To avoid disturbance of nesting and special-status birds, activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition shall occur outside of the bird breeding season (typically February through August in the project region). If construction must begin within the breeding season, then a pre-construction nesting bird survey shall be conducted no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. The survey shall be conducted by a biologist familiar with the identification of avian species known to occur in the area. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) If grading or construction is to occur between February and August, verify that a pre-construction/ grading bird nest survey has been completed If an active bird nest is identified, verify that a buffer zone has been established by a qualified biologist and field verify compliance Prior to construction Following identification of active nest Once Once City of San Luis Obispo Community Development Department Mitigation Monitoring and Reporting Program Final Environmental Impact Report 7 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments shall be determined and demarcated by the biologist with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary. All construction personnel shall be notified as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground-disturbing activities shall occur within this buffer until the avian biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. Cultural and Tribal Resources CR-1 Historical Building Documentation Packages Impacts to historical resources shall be minimized through the preparation of archival historic building documentation packages for both 610 and 614 Monterey Street. Prior to issuance of demolition permits, the City of San Luis Obispo shall ensure that documentation of both properties is completed in the form of a Historic American Building Survey (HABS)-Like documentation that shall comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall generally follow the HABS Level III requirements and include high-quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed for both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation Verify archival documentation has been completed by a qualified architectural historian in accordance with standards and provided to the San Luis Obispo Library and the History Center of San Luis Obispo County Prior to issuance of demolition permit Once City of San Luis Obispo Community Development Department City of San Luis Obispo Palm Nipomo Parking Structure Project 8 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments measure shall be monitored and enforced by the lead agency. CR-2(a) Retain a Qualified Principal Investigator A qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Standards for professional archaeology (hereafter qualified archaeologist), shall be retained to carry out all mitigation measures related to archaeological resources. Retain a qualified principal investigator Prior to issuance of demolition permit Once City of San Luis Obispo Community Development Department CR-2(b) City of San Luis Obispo Consolidated Approach for Archaeological Investigations Mitigation of archaeological resources within the project area shall follow the Consolidated Approach as outlined in the City of San Luis Obispo Archaeological Resource Preservation Program Guidelines. The Consolidated Approach shall include (1) the preparation of a Research Design and Mitigation Plan prepared by the qualified archaeologist and submitted for written approval to the City’s Community Development Director (Director), which shall include but not be limited to the research design, laboratory and field methods, public interpretation, and location of curation; (2) monitoring of demolition and clearing of pavement within the project area; (3) fieldwork after the removal of pavement consisting of a Phase I inventory, Phase 2 Testing and Evaluation, and Phase 3 Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; (4) the completion of special studies, such as faunal analysis, if appropriate, and the curation of recovered artifacts; and (5) the completion of a technical report documenting the results of the consolidated approach prepared in accordance with current professional standards and submitted to the Director. Verify a Research Design and Mitigation Plan has been prepared by a qualified archaeologist in accordance with measure requirements Field verify compliance with monitoring and fieldwork activities Verify completion of technical report Prior to issuance of demolition permit Once during demolition activities and once after pavement removal Upon completion of archaeological investigations Once prior to issuance of demolition permit Once during demolition activities and once after pavement removal Once upon completion of investigation City of San Luis Obispo Community Development Department Mitigation Monitoring and Reporting Program Final Environmental Impact Report 9 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments CR-2(c) Archaeological Monitoring An archaeological monitor shall be present for all project- related ground-disturbing construction activities. The monitor(s) shall be onsite on a full-time basis during earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. Field verify presence of archaeological monitor during ground- disturbing construction activities During ground- disturbing construction activities Periodically City of San Luis Obispo Community Development Department CR-2(d) Unanticipated Discovery of Archaeological Resources In the event that cultural resources are encountered during the implementation of mitigation measures CR-2b or CR-2c, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and the testing plan outlined under MM CR-2b. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the City. Review construction plans for stop work requirement in the event of discovery If cultural resources are found, verify work has been halted until the discovery has been evaluated. Verify report has been prepared to evaluate the find and identify mitigation Prior to issuance of grading permit Upon finding of cultural resources Once prior to issuance of grading permit Once upon finding of cultural resource City of San Luis Obispo Community Development Department CR-3(a) Qualified Project Paleontologist A qualified project paleontologist, defined as a paleontologist who meets the standards of the SVP (2010), shall be retained to carry out all mitigation measures related to paleontological resources. Retain a qualified paleontologist Prior to issuance of demolition permits Once City of San Luis Obispo Community Development Department City of San Luis Obispo Palm Nipomo Parking Structure Project 10 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments CR-3(b) Worker Environmental Awareness Program (WEAP) Prior to the start of construction, the project paleontologist or his or her designee shall conduct training for construction personnel regarding the appearance of fossils and the procedures for notifying paleontological staff should fossils be discovered by construction staff. The WEAP shall be fulfilled at the time of a preconstruction meeting at which a qualified paleontologist shall attend. Verify WEAP completed Prior to construction Once City of San Luis Obispo Community Development Department CR-3(c) Paleontological Monitoring Ground-disturbing construction activities (including grading, trenching, foundation work, and other excavations) in previously undisturbed sediments that exceed 10 feet in depth shall be monitored on a full-time basis during initial ground disturbance. Monitoring shall be conducted by a qualified paleontological monitor, who is defined as an individual who has experience with collection and salvage of paleontological resources and meets the minimum standards of the SVP (2010). The duration and timing of the monitoring will be determined by the project paleontologist and the location and extent of proposed ground disturbance. If the project paleontologist determines that full-time monitoring is no longer warranted, based on the specific geologic conditions at the surface or at depth, the project paleontologist may recommend that monitoring be reduced to periodic spot-checking or cease entirely. Monitoring is not necessary in artificial fill or for activities that do not reach 10 feet in depth. Review final construction plans to verify compliance with measure requirements. Field verify presence of paleontological monitor during ground- disturbing construction activities Prior to issuance of construction permit During construction Once Periodically during construction City of San Luis Obispo Community Development Department Mitigation Monitoring and Reporting Program Final Environmental Impact Report 11 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments CR-3(d) Fossil Discoveries In the event of a fossil discovery by the paleontological monitor or construction personnel, all work in the immediate vicinity of the find shall cease. The project paleontologist shall evaluate the find before restarting construction activity in the area. If it is determined that the fossil(s) is (are) scientifically significant, the project paleontologist shall complete the following conditions to mitigate impacts to significant fossil resources: 1) Salvage of Fossils. The project paleontologist (or paleontological monitor) shall recover significant fossils following standard field procedures for collecting paleontological resources, as described by the SVP (2010). Typically, fossils can be safely salvaged quickly by a single paleontologist and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. In this case the paleontologist shall have the authority to temporarily direct, divert or halt construction activity to ensure that the fossil(s) can be removed in a safe and timely manner. 2) Preparation and Curation of Recovered Fossils. Once salvaged, significant fossils shall be identified to the lowest possible taxonomic level, prepared to a curation-ready condition, and curated in a scientific institution with a permanent paleontological collection (such as the University of California Museum of Paleontology), along with all pertinent field notes, photos, data, and maps. Fossils of undetermined significance at the time of collection may also warrant curation at the discretion of the project paleontologist. Verify the requirement that construction work be stopped in the event of discovery of paleontological resources is be included on construction plans If paleontological resources are found, verify work has been halted until the discovery has been evaluated Prior to issuance of grading permit Upon finding of paleontological resource Once Once City of San Luis Obispo Community Development Department City of San Luis Obispo Palm Nipomo Parking Structure Project 12 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments Geology and Soils GEO-1 Minimization of Expansive Soil Hazards Once the final maximum loads of the project have been determined, a design-level geotechnical report shall be prepared that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. Recommendations could include, but are not limited to the following:  Use imported non-expansive materials combined with pre-moistening of the soils to provide protection for slabs and flatwork  Provide a layer of non-expansive material 18 to 24 inches thick  Use post-tensioned slabs-on-grade  Implement shoring methods, such as shotcrete-faced soil nail walls, tangent drilled caissons, whaler-braced retaining walls, and steel I-beam and lagging walls  Use over-excavation and recompaction  Utilize a deep foundation system, such as caissons or rammed aggregate piers  A certified soils engineer shall be retained for monitoring during construction of the project. The certified soils engineer shall also provide any necessary soil testing during construction, to ensure compliance with the design-level geotechnical report, and to provide site-specific guidance as subsurface materials are encountered. Verify preparation of a design-level geotechnical report Prior to the issuance of building permit Once City of San Luis Obispo Community Development Department Mitigation Monitoring and Reporting Program Final Environmental Impact Report 13 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments Hazardous Materials HAZ-1 Hazardous Materials Soil Sampling and Remediation Prior to issuance of grading permits, additional soil samples testing for total petroleum hydrocarbons shall be performed. A work plan shall be completed to address the sampling protocols to be followed, as well as the number of samples to be taken and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation, contaminated materials shall be remediated either prior to or concurrent with construction. Remediation shall generally include a management plan which establishes design and implementation of remediation. Cleanup may include excavation, disposal, bio-remediation, or any other treatment of conditions subject to regulatory action. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be remediated under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency. The remediation program shall also be approved by the San Luis Obispo Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation, the environmental consultant shall prepare a report summarizing the project, the remediation approach implemented, and the analytical results after completion of the remediation, including all waste disposal or treatment manifests. Review grading plans to verify compliance with measure requirements; verify completion of work plan and soil samples testing Review the results of the soil sampling and determine if additional investigation or remedial activities are necessary If remediation is necessary, review and approve the remediation management plan Review remediation completion report to verify compliance with measure requirements Prior to issuance of grading permit Prior to issuance of construction permit Prior to construction Following completion of remediation, if required Once Once Once Once City of San Luis Obispo Community Development Department and Fire Department City of San Luis Obispo Palm Nipomo Parking Structure Project 14 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments Noise N-1(a) Construction Vehicle Travel Route Construction vehicles and haul trucks shall utilize roadways which avoid residential neighborhoods and sensitive receptors where possible. The applicant shall submit a proposed construction vehicle and hauling route for City review and approval prior to grading/building permit issuance. The approved construction vehicle and hauling route shall be used for all construction vehicles and hauling trips during the duration of construction. Review proposed construction vehicle and hauling route(s) to verify compliance with measure requirements Prior to approval of grading/ building permit issuance Once City of San Luis Obispo Public Works Department N-1(b) Construction Activity Timing Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. Review construction plans to verify compliance with measure requirements Field verify compliance with measure requirements Prior to issuance of grading/ building permit During construction Once during plan review Periodically during construction City of San Luis Obispo Community Development Department Mitigation Monitoring and Reporting Program Final Environmental Impact Report 15 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments N-1(c) Construction Equipment Best Management Practices (BMPs) For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include:  Sound blankets on noise-generating equipment  Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25  All diesel equipment shall be operated with closed engine doors and shall be equipped with factory- recommended mufflers  For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities  Electrical power shall be used to power air compressors and similar power tools  The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day)  Temporary sound barriers shall be constructed between construction sites and affected uses Review construction plans to verify compliance with measure requirements Field verify compliance with measure requirements Prior to issuance of grading/ building permits During construction Once Periodically during construction City of San Luis Obispo Community Development Department City of San Luis Obispo Palm Nipomo Parking Structure Project 16 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments N-1(d) Neighborhood Property Owner Notification and Construction Noise Complaints The contractor shall inform residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. Proof of mailing the notices shall be provided to the Community Development Department before the City issues a zoning clearance. Signs shall be in place before beginning of and throughout grading and construction activities. Noise-related complaints shall be directed to the City’s Community Development Department. Verify compliance with measure requirements Prior to issuance of zoning clearance; during construction Once prior to zoning clearance; periodically during construction City of San Luis Obispo Community Development Department N-4 Coordination of Construction Timing Prior to the issuance of grading permits, the City of San Luis Obispo shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. Review and coordinate the construction schedules of any other projects within 300 feet of project Prior to issuance of grading permit Once City of San Luis Obispo Community Development Department Transportation T-1 Construction Management Plan Prior to the issuance of each building permit, the construction contractor shall meet with the Public Works department to determine traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. The construction contractor will develop a construction management plan for review and approval by the Public Works department. The plan shall include at least the following items and requirements:  A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour Meet with contractor to determine traffic management strategies Prior to issuance of building permit Once City of San Luis Obispo Public Works Department Mitigation Monitoring and Reporting Program Final Environmental Impact Report 17 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments signs if required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes.  Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur.  Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site).  Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant.  Temporary construction fences to contain debris and material and to secure the site.  Provisions for removal of trash generated by project construction activity.  A process for responding to and tracking complaints pertaining to construction activity.  Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected.  It is anticipated that this Construction Traffic Management Plan would be developed in the context of a larger Construction Management Plan, which would address other issues such as hours of construction onsite, limitations on noise and dust emissions, and other applicable items. City of San Luis Obispo Palm Nipomo Parking Structure Project 18 Mitigation Measure/ Condition of Approval Action Required Monitoring Timing Monitoring Frequency Responsible Agency Compliance Verification Initial Date Comments T-3 Pedestrian Access Subject to approval of the Public Works Director, the City shall incorporate improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street to enhance pedestrian safety and accessibility. The improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of each mode of use. At a minimum the project should consider:  High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure.  High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street.  Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street.  Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. Review final building plans to verify improvements are identified Prior to issuance of grading permit Once City Public Works Director Mitigation Monitoring and Reporting Program Type of Report 19 This page intentionally left blank. 40 From:Leveille, Brian Sent:Monday, January 9, 2023 1:21 PM To:Cohen, Rachel Subject:RE: Cultural Arts District Parking Structure Hi Rachel, Well sort of. Yes. Please print a copy for the library and make sure we have digital copies in the project file to easily retrieve later. Thanks! From: Cohen, Rachel <rcohen@slocity.org> Sent: Monday, January 9, 2023 1:03 PM To: Leveille, Brian <bleveill@slocity.org> Subject: FW: Cultural Arts District Parking Structure Hi Brian- Is there any procedure once we receive historical reports such as the one below? Does this need to be printed for the library? Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, January 3, 2023 9:37 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, In compliance with MMRP CR-1, Historical Building Documentation Packages, Rincon has completed the HABS historical reports for 614 and 610 Monterey. Please take a look and let me know if you have any comments or questions. I have dropped the files here: Historic Documentation Thanks, Brian Nelson, PE 41 Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Thursday, November 10, 2022 11:49 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Thanks Brian. I have received the photo documentation for 633 Palm. Cheers, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, November 8, 2022 8:16 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, I dropped the photo documentation for 633 Palm off at your desk. Let me know if you need anything else. Rincon has begun the historical documentation for 610 and 614 Monterey and I expect to receive the report in December. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Friday, November 4, 2022 11:29 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Thank you Brian. Rachel Cohen pronouns she/her/hers Senior Planner 42 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 4, 2022 11:10 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Our PW Intern is putting the final touches on the package, and we’ll include the signed acknowledgement as well. I’ll leave the binder on your desk once it’s complete. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Monday, October 10, 2022 9:56 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian – I think this looks good. And yes a thumb drive would be fine since most of us do not have access to a CD / DVD drive anymore. The only other item to include is a signed acknowledgment that the submitted photographs and thumb drive are now the property of the City of San Luis, Obispo. Thanks! Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications 43 From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 7:53 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Attached is the photo documentation of 633 Palm Street, which from my review seems to meet the documentation requirements. Please review and let me know if you see any corrections needed to meet requirements. If no corrections, I will have it printed and delivered to you. Can we put it on a USB instead of DVD? Not sure if anyone has a DVD these days. By the way, Rincon will be performing historical documentation of 610 and 614 Monterey Street structures in accordance with the historic standards identified in the MMRP. That should occur within the next couple of months. Thanks for notifying me early so we could get ahead of these requirements. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Tuesday, July 12, 2022 11:33 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian- For noticing, the Construction and Fire Prevention Regulation Chapter 15.04, Section A203.3(2) state that “…an applicant shall provide evidence that for a period of not less than 90 days from date of permit application, the building was advertised in a local newspaper on at least 3 separate occasions not less than 15 days apar, as available to any interested person to be moved; and submit historic documentation for the structure in accordance with criteria established by the Community Development Director and the Cultural Heritage Committee.” I have attached a copy of an example notice. The text reads: Public Notice Notice of intent to demolish single family home at 570 Pacific Street, San Luis Obispo, CA 93401. If you claim and interest in moving this building you must contact …. I have also attached the City’s Photo documentation standards. I will bring by a hard copy of the an example as well. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org 44 Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, July 8, 2022 2:21 PM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, I checked Richard’s files and with Lia, and was unable to find anything related to advertisement of the Adobe demolition. I think he was corresponding with Brian Leveille on the matter, perhaps Brian has those records? When you have a chance, please let me know the steps for advertisement of the other structures. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Thursday, June 30, 2022 2:52 PM To: Nelson, Brian <BNelson@slocity.org> Subject: Cultural Arts District Parking Structure Hi Brian- It appears that the City will soon be submitting demolition plans for the Cultural Arts District Parking Structure. There are a few items that we should probably discuss so that they are not an issue as you move forward on this project. 1. 633 Palm Street is not a historic structure, but it is older than 50 years old and has to be noticed in the paper like the other historic sites were. 2. All structures will have to be photo documented. 3. The lot merger for the site has been on hold and I am wondering if this is something that you want to process now. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications 45 Wooten, Eric From:Chang, Argelia Sent:Thursday, January 5, 2023 9:08 AM To:Guzman, Manuel Subject:Signed Agreement - RFP for Resident Engineer and Construction Management Services, Cultural Arts District Parking Structure, City Project, Specification No. 90435-CM Attachments:RE and CM Services Cultural Arts District - Signed Agreement.pdf Good day Manny, We just received the fully executed agreement for the above-mentioned project. I have uploaded it to the G drive and also attached to this email. G:\Projects\ActiveProjects\Buildings and Structures\90435 - CAD Parking Structure\200 Consultant Files\202 Consultant Proposals\Kitchell Thank you, Argelia Chang Administrative Assistant III Public Works 919 Palm, San Luis Obispo, CA 93401-3218 E AChang@slocity.org T 805.781.7057 slocity.org Stay connected with the City by signing up for e-notifications EXHIBIT C DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 1 Fee Proposal Within a separate sealed envelope, submit a complete fee proposal for the scope of services. Provide separate subtotals for Phase 1B and Phase 2 broken down by task and staff billing rates with estimated hours. Clearly identify fees for subconsultant services. Compensation for Services Kitchell’s philosophy for determining our compensation for services is driven by matching value to cost. In other words, we strive to provide the most appropriate complement of services and delivery methods to meet your objectives. Our primary goal is to align our understanding of the project success factors with your expectations. Our approach can be best described as “bottom-up-planning,” where we define the tasks to be performed, produce a detailed scope of services, identify staff that will implement the tasks, calculate the staff time requirement for each task and determine the resulting compensation. We believe this method provides you with the most cost- effective fee for the services provided. Typically, we prefer to be compensated on a lump sum fixed fee basis derived by using the approach just described. This arrangement eliminates the perception that the construction manager would benefit financially from construction cost overruns and change orders. We do not make it a practice to request changes to our contract for minor scope changes, or for major scope changes which can be managed within our established staffing plan and schedule. Billing amounts are determined using the method most appropriate to match the cost of carrying out our services. We are accustomed to billing using various compensation methods, which include: a fixed billing schedule, percentage of project/contract completion, and predetermined hourly rates, among other methods. Kitchell has worked under many different compensation methods and is flexible in meeting your preferences. Reimbursable Expenses Reimbursable expenses are those customary and reasonable costs associated with carrying out our Construction Management services and includes subconsultant invoices, Resident Engineer’s travel, printing, postage, and a copier/scanner for the job site office. We will charge only actual costs plus 10% to cover invoice processing and insurance. We understand the Phase 2 construction contract will include provisions for the contractor to provide an office space and a conference room for the construction management team including electricity, phone, internet, water, and sanitation services. Preconstruction services and Phase 1B construction services will be managed from our San Luis Obispo Office. Proposed Fees Phase 1B and Phase 2 fees are summarized below and broken down in detail by task and staff billing rates with estimated hours in the succeeding table. Subconsultant fees are identified within their respective tasks and include Kitchell’s mark-up on their fees. Our fee is based upon utilizing a full-time Project Inspector provided by Earth Systems. This position may not be redundant with City inspection, and if eliminated, would render $852,720 savings. Refer to the attached subconsultant fee proposal for further information regarding assumptions each firm used in deriving their fees. Rincon’s fees are for basic services. Their fee proposal also includes optional services the City may wish to consider. Our fees are based upon the scope of services described in Appendix A of the RFP and the following durations: Preconstruction services, 3-4 months from commencement of services to start of Phase 1B construction; Phase 1B, 6 months construction with post-construction concurrent with Phase 2 construction; Phase 2, 23 months construction in sequence with Phase 1B construction followed by 3 months for post-construction. Please see the following page for details. Task Phase 1B Phase B Task 1: Preconstruction Services $41,750 $22,500 Task 2: Construction Services $584,580 $2,788,440 Task 3: Geotechnical & Materials Testing & Specialty Inspection $111,553 $469,975 Task 4: Surveying $3,960 $19,800 Task 5: Construction Environmental Mitigation & Monitoring $29,638 $28,679 Task 6: Post-Construction Services $12,200 $126,500 Grand Totals:$783,681 $3,455,894 EXHIBIT C REVISED 11.9.2022 $3,436,094 $405,060 $600,201 DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 2 Description Rate/ Unit Price Phase 1B Phase 2 Hrs/Units Amount Hrs/Units Amount Task 1: Preconstruction Services Project Director $230 12 $2,760 2 $460 Resident Engineer $220 76 $16,720 40 $8,800 Assistant Resident Engineer/Sr. PM $205 76 $15,580 40 $8,200 Sr. Scheduler $180 20 $3,600 16 $2,880 Sr. Estimator $180 8 $1,440 12 $2,160 Reimbursable Expenses Allowance -$1,650 -$0 Task 2: Construction Services Project Director $230 48 $11,040 184 $42,320 Resident Engineer $220 96 $21,120 736 $161,920 Assistant Resident Engineer/Sr. PM $205 920 $186,600 3,680 $754,400 Quality Assurance Manager $170 960 $163,200 3,660 $622,200 Project Engineer ---3,600 $396,000 Project Inspector (By Earth Systems)$187 960 $179,520 3,600 $673,200 Sr. Scheduler $180 72 $12,960 300 $54,000 Sr. Estimator ---200 $36,000 Reimbursable Expenses Allowance -$8,140 -$48,400 Task 3: Geotechnical and Materials Testing and Specialty Inspection (Performed by Earth Systems) Earth Systems’ Fee with Kitchell Mark-up Quotation -$111,553 -$469,975 Task 4: Surveying (Performed by RRM) RRM’s Fee with Kitchell Mark-Up Quotation -$3,960 -$19,800 Task 5: Construction Environmental Mitigation and Monitoring (Performed by Rincon) Rincon’s Fee with Kitchell Mark-Up Quotation -$29,638 -$28,679 Task 6: Post-Construction Services Project Director ---24 $5,520 Resident Engineer ---24 $5,280 Assistant Resident Engineer/Sr. PM ---96 $19,680 Quality Assurance Manager $170 20 $3,400 240 $40,800 Project Engineer $110 80 $8,800 480 $52,800 Reimbursable Expenses Allowance -$0 -$2,420 DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 3 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 2 Scope of Work Phase 1B Task 1 Project Initiation and Project Management This task includes project management, client coordination, quality assurance/quality control, and administration needed to prepare and execute the mitigation and monitoring plan for the project. The Rincon Principal and/or Project Manager will participate in one (1) project kickoff call with Kitchell and City staff. As part of this task, Rincon will undertake ongoing environmental compliance coordination with Kitchell and the City, review the overall project schedule, and establish a communication protocol to coordinate project changes or other issues that may arise throughout the duration of Phase 1B and Phase 2 construction activities. The project management task will also focus on maintenance of the project schedule. Rincon will manage the project team associated with environmental compliance activities including any optional tasks (if necessary), on-site monitoring, and reporting; coordinate the environmental review process schedule; and provide project updates for the environmental compliance. Rincon’s principal in charge and/or project manager will review and comment on the meeting minutes project status and budget updates. In addition to the kickoff meeting, Rincon proposes to attend up to six (6) coordination meetings with Kitchell and City staff, if applicable. Task 2 Nesting Bird Surveys and Reporting As outlined in the Plan, project activities that occur during the nesting bird season (February 1 through August 31) to be supported by a nesting bird survey conducted by a qualified biologist no more than three days prior to the initiation of ground disturbance and/or vegetation removal activities. A qualified Rincon biologist will conduct a nesting bird survey within three days prior to ground disturbing and/or vegetation removal activities for Phase 1B and Phase 2 as two separate surveys based on our understanding of the timing for each of these phases (see task 7). The nesting bird surveys will be conducted within the project boundary plus a 500-foot buffer for raptors and within the project area plus a 300-foot buffer for all other bird species where safely and legally accessible. The surveys will be conducted on foot within all accessible areas. Binoculars will be used for all inaccessible areas (e.g., private lands). This scope of work and associated cost assumes an individual nesting bird survey and report will be required for each of two phases: Phase 1B and Phase 2. Each nesting bird survey can be completed by one biologist in a single 4-hour day. If active an active nest(s) is found during a given survey, additional field time will be required to complete the survey (i.e., observation and documentation time necessary to assess nesting status such as clutch size and egg/fledging presence) and will be included as an amendment. If either of the project’s phases are to occur outside of the nesting bird season, a nesting bird survey and report will not be prepared for that phase. Upon completion of each nesting bird survey, Rincon will prepare a brief letter report that includes the purpose, methodology, and results. If active nests are found, a figure depicting the nest(s) location will be prepared. The reports will include a recommended avoidance buffer and monitoring period if an active nest is found within the survey area. Since the number of nests that may be identified is unknown, our cost does not include installing nest buffer(s), additional coordination, or monitoring the Rincon Consulting Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 3 active nest(s). If required, these monitoring tasks will be included as an additional scope of work to be authorized by the City prior to completion. The cost for this task assumes the draft letter reports will be submitted electronically for client review. Response to comments with up to two hours of staff time for each report is included. The final drafts will be compiled and submitted electronically. Task 3 Archaeological Construction Monitoring and Reporting for Phase 1B As discussed in the Plan, archaeological monitoring is required during initial ground disturbance. Rincon will conduct the required archaeological construction monitoring and reporting during Phase 1B activities. Additionally, a qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Professional Qualifications Standard for archeology, shall be retained to oversee all mitigation measures related to archaeological resources, outlined in the following tasks. Task 3.1 Project Kickoff and WEAP Training Prior to the start of construction, Rincon will prepare a WEAP training program. The training will be presented to all on-site personnel and will include a briefing regarding the types of archaeological resources and/or fossils that could be found in the project area and the procedures to follow should archaeological or paleontological resources be encountered. The training will also include a discussion of applicable laws and penalties for removal or disturbance of archaeological or paleontological materials found on site. The training will provide instruction for workers with procedures to follow in the event of an archaeological resource or fossil discovery, including reporting procedures, and will provide contact information for the on-site monitor(s), Qualified Archaeologist, and Qualified Paleontologist. This training will be accomplished at the pre-construction kick-off meeting and will be conducted by the Qualified Archaeologist, Qualified Paleontologist, or their designated representative(s). Task 3.2 Archaeological Monitoring Rincon will provide a qualified archaeologist to observe all project-related ground-disturbing construction activities for Phase 1B of the project. The monitor shall be on-site on a full-time basis during initial earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. The qualified archaeologist will observe soil disturbances, inspect exposed soils, and will re-direct equipment in the event potential resources are encountered. The monitor will conduct a cursory inspection of any discoveries; however, in the event resources potentially significant under CEQA are encountered, further investigation beyond the scope of work described may be required. The monitor will prepare daily monitoring logs that include a description of construction activities, soil descriptions (color, grain size, sediments, etc.), and cultural materials identified, if any. The monitoring logs will be reviewed as necessary by a Rincon senior archaeologist and filed at Rincon’s San Luis Obispo office. Rincon requires that construction staff provide 48-hour notice for mobilization of a monitor. Rincon will provide up to five (5), 8-hour days of archaeological monitoring at a day rate of $1500 per day. Should more than 5, 8 hour days for monitoring be required, Rincon can provide additional monitoring at the standard $1500 day rate Rincon will charge a half day rate of $800 for every day the monitor is on-site for less than 4 hours or if work is cancelled without 48 hours notification. Rincon assumes no cultural resources will be encountered during monitoring. A scope and budget augmentation will be requested to address finds encountered during monitoring. This scope and cost do DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 4 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 4 not include analysis, laboratory preparation, or documentation of identified cultural resources discovered during monitoring. In the event cultural resources are encountered during the construction, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and mitigation measures outlined in the Plan. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the Kitchell and the City. Task 4 Paleontological Construction Monitoring for Phase 1B Task 4.1 Paleontological Monitoring Rincon will provide a qualified paleontological monitor to be on site during initial project-related ground-disturbing activities of 10 feet or more in depth within previously undisturbed sediments. The monitor will inspect excavated or graded areas and trench sidewalls for evidence of paleontological resources. Monitoring procedures may also include onsite sample screening of sedimentary matrix for the presence of microfossils, at the discretion of the Qualified Paleontologist. Rincon will provide up to five (5), 8-hour days of paleontological monitoring. Rincon will charge a minimum 4 hours/day for every day the monitor is on-site for less than 4 hours or if work is cancelled without proper notification. An approximate daily monitoring rate for paleontological services would be $1,500 per day. If fossils are discovered, the monitor will temporarily divert construction to assess the find. If deemed scientifically significant or potentially significant, the monitor will collect the fossil specimen(s) and pertinent associated data in a manner that would minimize or avoid construction delays. All scientifically significant fossils recovered during monitoring will be prepared, identified, and curated permanently into a permanent repository. Optional Task 5 Historic American Building Survey Documentation Phase 1B and 2 are subject to the requirements of MMRP Measure CR-1 outlined in the Final EIR MMRP, which requires historic American building survey documentation prior to construction. If authorized, Rincon will prepare the required Historic American Building Survey (HABS)-level III documentation of two buildings, 610 and 614 Monterey Street prior to initiation of Phase 1B and Phase 2 construction activities. For this effort, Rincon’s project team will be led by Architectural History Project Manager JulieAnn Murphy with oversight provided by Architectural History Principal Shannon Carmack. Both Ms. Murphy and Ms. Carmack meet and exceed the Secretary of Interior’s Professional Qualification Standards (PQS) for History and Architectural History (36 CFR, Part 61). Additionally, they have prepared several HABS- like documentation packages for buildings and structures located throughout California. Photographs A Rincon Architectural Historian meeting the PQS Standards will conduct site visits to 610 Monterey Street and 614 Monterey Street. The purpose of the site visit will be to photograph the buildings. Photographs will be taken using a professional-quality single lens reflex digital camera. Large-format photographs and site drawings/plans will not be included as a component of the HABS package; either can be provided but would require a contract amendment. Images captured will include context views, elevations/exteriors, architectural details, overall interiors, and interior details (if warranted). A Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 5 maximum of 30 views of each building will be taken. The actual number of views obtained will depend upon site conditions, access, and safety considerations. Rincon assumes the City’s staff will facilitate access to the buildings, including the interiors and exteriors of the buildings. Given the close proximity of the buildings, Rincon further assumes one site visit will be sufficient to complete documentation. Following completion of the site visit, Rincon will upload photographs to an FTP site for review by the City to confirm that the photographs are adequate and will satisfy the HABS documentation requirements. Supplemental Research and Preparation of HABS Reports Rincon will prepare a HABS-level III report for the buildings in a format consistent with the Secretary of the Interior’s Standards and Guidelines for Architectural and Engineering Documentation: Historic American Building Survey. The report will include a physical description of the buildings and available information on their design and history. It will document the buildings’ construction history, architecture, and historical significance. Rincon will draw on existing documentation to the greatest extent feasible and will perform additional research as needed. The scope for this task does not include preparation of updated Department of Parks and Recreation (DPR) forms. Compilation of HABS Documentation Packages Upon completion the tasks described above, Rincon will assemble a HABS-level III documentation package for each building. The package will include photographs and the HABS-level III report. It will integrate any additional data collected. A map indicating the location from which each photograph was taken, and a photograph log, will be included for reference. A draft digital copy of each package will be submitted to the City for review and approval, following which point it will be finalized. Following finalization, Rincon will send original hard copies of the packages to San Luis Obispo Library and the History Center of San Luis Obispo County to satisfy the specific requirements of MMRP Measure CR-1. The photographs and the report will be printed on acid-free archival-bond paper and labeled and stored in archival sleeves and folders accordingly. The entire package will be housed in an acid-free storage container prior to delivery. Should additional hard or electronic copies of the documentation packages be requested, a change order will be necessary. Optional Task 6 Extended Phase 1 Testing Based on the findings of the Mitigation and Monitoring Plan prepared by Rincon in 2022, the anticipated method for investigating subsurface remains associated with CA-SLO-2431H is through an Extended Phase 1 (XPI) investigation consisting of mechanical backhoe trenching subsequent to demolition and pavement removal. Use of a backhoe will allow for an expedited review of the soil profiles and an assessment as to the potential to encounter buried archaeological deposits. The area of disturbance for demolition and pavement removal for Phase 1B and Phase 2 of the project is approximately 300 feet by 200 feet. Therefore, four backhoe trenches oriented from east to west and spaced approximately 20 meters (66 feet) apart will be necessary. Rincon assumes the XPI investigation will be negative for subsurface archaeological material that will require formal evaluation. In the event subsurface deposits that require such evaluation are identified during the XPI investigation, a budget amendment would be necessary to document and evaluate the finds. If the XPI investigation is positive, a Phase 2 significance evaluation may also be necessary to determine if the project will have a significant impact on the resource and to evaluate the deposit(s) for significance under CEQA. If an intact archaeological deposit is encountered during the Phase 2 that cannot be avoided by project design, a Phase 3 data recovery DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 5 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 6 excavation of the deposit would likely be necessary to mitigate impacts. Phase 2 and Phase 3 testing would require a separate scope of work and cost. Optional Task 6.1 Extended Phase 1 Testing Plan Rincon will prepare an XPI work plan upon authorization. The work plan will include a discussion of the goals of the study, methods to be employed, and factors that determined the scope. Rincon assumes this plan will be submitted electronically and approved with a single combined round of comments from the City. Optional Task 6.2 Extended Phase 1 Fieldwork This work effort will be conducted under the direction of Rincon archaeologist Dustin Merrick, MA, RPA, who meets the Secretary of the Interior’s Professional Qualification Standard for prehistoric and historic archaeology. Under the direction of the Qualified Archaeologist, two Rincon archaeologists will direct the mechanical excavation of a series of up to four (4) trenches totaling approximately 800 linear feet to assess the presence or absence of subsurface archaeological deposits associated with CA-SLO-2341H within the project site. XPI fieldwork will require a two-person crew for no more than five (5), eight (8) hour days inclusive of travel time. Trenching will be performed by a qualified excavation contractor under the direction of the Rincon field director. This scope of work assumes costs for the excavation contractor will not exceed $1,200 per day. Rincon assumes that the presence of a Native American monitor will not be required for excavation activities, as no prehistoric resources are anticipated. For the purposes of this proposal, Rincon estimates that no more than four (4) trenches will be excavated. Excavation will be conducted using a standard backhoe fit with a flat blade. Excavation will be conducted in small lifts (10 to 20 cm) so that any archaeological materials, features or deposits can be identified immediately upon exposure. Stratigraphic soil profiles will be drawn of at least one side wall of a representative sample of the trenches. In lieu of hand excavation, Rincon will screen samples of excavated soils from the trenches to identify the amounts and types of artifacts and ecofacts that may be present in particular soil strata. Samples will be screened from different stratigraphic layers as identified in the field and at systematic intervals during trenching. The excavated soils will be dry screened through 1/8-inch (3-millimeter) mesh. Artifacts and ecofacts recovered during screening will be analyzed and documented in the field; no artifacts, samples, or specimens will be collected during the testing and no laboratory analysis is currently proposed. Artifacts recovered will be reburied within the trenches during backfilling. Excavation forms will be prepared providing all pertinent data (e.g., trench number, date, provenience, location justification, and termination justification). All excavation locations will be recorded using a sub- meter-accurate handheld GPS unit and documented both with notes and photographs. Should feature(s) be encountered that require hand excavation, Rincon will expose the feature so that it can be identified and its location recorded but will not complete full excavation of the feature. Complete recovery of the feature would be proposed for Phase 3 efforts, if needed. Should the feature consist of human remains, Rincon will cease work and notify the Kitchell, the City and the County Coroner. Rincon will submit a budget augmentation for the additional work related to the treatment of human remains that are Native American in origin. Optional Task 6.3 Extended Phase I Reporting Rincon will prepare a technical report to document the results of the investigation. The report will be prepared following the California Office of Historic Preservation’s Archaeological Resource Management Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 7 Reports (ARMR) Guidelines. The report will include a discussion of the findings of the study and all appropriate maps, figures, photographs, and tables. The report will also provide management recommendations for the project and outline procedures to be followed in the event of an unanticipated discovery during project construction. No more than one round of revisions to the XPI report will be necessary following review by Kitchell and the City. In addition to the XPI testing report, Rincon will prepare Department of Parks and Recreation 523 series forms to update the existing resource record (CA-SLO-2341H) that was identified within the current project boundaries. Phase 2 Task 7 Nesting Bird Surveys and Reporting As described under Task 2, project activities that occur during the nesting bird season (February 1 through August 31) to be supported by a nesting bird survey conducted by a qualified biologist no more than three days prior to the initiation of ground disturbance and/or vegetation removal activities. Upon completion of the nesting bird survey, Rincon will prepare a brief letter report that includes the purpose, methodology, and results as described in greater detail under Task 2. Task 8 Archaeological Construction Monitoring and Reporting for Phase 2 As discussed in the Plan, archaeological monitoring is required during initial ground disturbance. Rincon will conduct the required archaeological construction monitoring and reporting during Phase 2 activities. Additionally, a qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Professional Qualifications Standard for archeology, shall be retained to oversee all mitigation measures related to archaeological resources, outlined in the following tasks. Task 8.1 Project Kickoff and WEAP Training Rincon will present the previously prepared WEAP for Phase 1B during the initiation of Phase 2 construction activities. The training will be presented to all on-site personnel and will include a briefing regarding the types of archaeological resources and/or fossils that could be found in the project area and the procedures to follow should archaeological or paleontological resources be encountered. The training will also include a discussion of applicable laws and penalties for removal or disturbance of archaeological or paleontological materials found on site. The training will provide instruction for workers with procedures to follow in the event of an archaeological resource or fossil discovery, including reporting procedures, and will provide contact information for the on-site monitor(s), Qualified Archaeologist, and Qualified Paleontologist. This training will be conducted on the first day of Phase 2 construction monitoring. Rincon assumes the Phase 1B WEAP will be sufficient and new WEAP or any preconstruction preparation will be required Task 8.2 Archaeological Monitoring Rincon will provide a qualified archaeologist to observe all project-related ground-disturbing construction activities for Phase 2 of the project. The monitor shall be on-site on a full-time basis during initial earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. The qualified archaeologist will observe soil DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 6 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 8 disturbances, inspect exposed soils, and will re-direct equipment in the event potential resources are encountered. The monitor will conduct a cursory inspection of any discoveries; however, in the event resources potentially significant under CEQA are encountered, further investigation beyond the scope of work described may be required. The monitor will prepare daily monitoring logs that include a description of construction activities, soil descriptions (color, grain size, sediments, etc.), and cultural materials identified, if any. The monitoring logs will be reviewed as necessary by a Rincon senior archaeologist and filed at Rincon’s San Luis Obispo office. Rincon requires that construction staff provide 48-hour notice for mobilization of a monitor. Rincon will provide up to five (5), 8-hour days of archaeological monitoring at a day rate of $1500 per day. Should more than 5, 8 hour days for monitoring be required, Rincon can provide additional monitoring at the standard $1500 day rate Rincon will charge a half day rate of $800 for every day the monitor is on-site for less than 4 hours or if work is cancelled without 48 hours notification. Rincon assumes no cultural resources will be encountered during monitoring. A scope and budget augmentation will be requested to address finds encountered during monitoring. This scope and cost do not include analysis, laboratory preparation, or documentation of identified cultural resources discovered during monitoring. In the event cultural resources are encountered during the construction, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and mitigation measures outlined in the Plan. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the Kitchell and the City. Task 8.3 Archaeological Monitoring Letter Report Upon completion of the monitoring effort, Rincon will prepare a letter report that will describe the results, analysis, and conclusions of the archaeological monitoring effort. The letter report will be submitted to Kitchell and the City for review and approval within 30 days following the completion of monitoring. Rincon will respond to one (1) round of consolidated, minor comments on the draft letter report from Kitchell and the City staff. A copy of the final version of the letter report will be submitted to the City within 30 days of approval. All deliverables will be presented electronically. After the final copy is accepted by the City, the final report will be submitted to the Central Coast Information Center. Rincon assumes the archaeological monitoring letter report findings will be negative. Should a resource be discovered during archaeological monitoring, Rincon will request a scope and budget augmentation for the additional scope and cost. Rincon assumes that a single letter report for Phases 1B and 2 will suffice; therefore, we have budgeted a single letter report as a cost-saving measure. Task 9 Paleontological Construction Monitoring for Phase 2 Task 9.1 Paleontological Monitoring Rincon will provide a qualified paleontological monitor to be on site during initial project-related ground-disturbing activities of 10 feet or more in depth within previously undisturbed sediments. The monitor will inspect excavated or graded areas and trench sidewalls for evidence of paleontological resources. Monitoring procedures may also include onsite sample screening of sedimentary matrix for the presence of microfossils, at the discretion of the Qualified Paleontologist. Rincon will provide up to five (5), 8-hour days of paleontological monitoring. Rincon will charge a minimum 4 hours/day for every Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 9 day the monitor is on-site for less than 4 hours or if work is cancelled without proper notification. An approximate daily monitoring rate for paleontological services would be $1,500 per day. If fossils are discovered, the monitor will temporarily divert construction to assess the find. If deemed scientifically significant or potentially significant, the monitor will collect the fossil specimen(s) and pertinent associated data in a manner that would minimize or avoid construction delays. All scientifically significant fossils recovered during monitoring will be prepared, identified, and curated permanently into a permanent repository. Task 9.2 Paleontological Negative Findings Letter Report Rincon will prepare a final monitoring letter report that will outline the methodology of paleontological monitoring at the project site, describe the construction activity and duration, describe the lithology of the depositional units exposed during excavations, and present the results of the monitoring. The level of effort to complete a monitoring report is dependent on the number of resources recovered during monitoring activities. Rincon assumes that a single letter report for Phases 1B and 2 will suffice; therefore, we have budgeted a single letter report as a cost-saving measure. Assumptions Our scope of work and cost for this project has incorporated the following assumptions. ▪ This proposal assumes no cultural resources will be discovered during cultural resources monitoring and the current scope of work and cost estimate does not include analysis, collection, laboratory preparation, or documentation of identified cultural resources discovered during monitoring. A scope and budget augmentation will be requested to address finds encountered during monitoring. ▪ Access to the project boundary will be provided by Kitchell. The project boundary within private lands will be surveyed with the use of binoculars for the nesting bird survey. ▪ Rincon is not responsible for delays due to weather, site conditions (e.g., prohibited access, flooding, fire, safety) or other conditions out of Rincon’s control. ▪ One WEAP training by the archaeological and paleontological monitors on the first day of monitoring will be sufficient to train the entire construction crew and no additional WEAP training will be necessary. If additional training for new crew members is needed, Rincon can provide recorded presentations. ▪ Rincon assumes negative findings during paleontological monitoring, and the current cost estimate does not include expenses related to the treatment and curation of fossil specimens. Should fossils be recovered during monitoring, Rincon will immediately prepare an estimate for the anticipated costs associated with documentation and reporting requirements for the discovery. ▪ Kitchell will provide current project site plans for inclusion in the Archaeological Monitoring Technical Memorandum ▪ In light of the current COVID-19 pandemic, Rincon staff will conduct the nesting bird survey in accordance with the most current relevant, local COVID-19 safety protocols and social distancing guidance. ▪ Rincon is not responsible for damage to subsurface structures, utilities, pipelines, or other objects that are not marked or identified to us by client or Underground Service Alert utility notification service, provided that we have made appropriate inquiries to USA utility notification services. DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 7 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 10 ▪ Rincon assumes that the extended Phase I testing will not discover a resource that could be considered a historical resource under CEQA, and the current scope of work and cost estimate does not include analysis, collection, laboratory preparation, or documentation of identified cultural resources discovered during testing. If a cultural resource be discovered that has the potential to be a historic resource under CEQA, a scope and budget augmentation will be requested to address finds encountered during testing. ▪ Rincon is not responsible for delays due to weather, site conditions (e.g., prohibited access, flooding, fire, safety) or other conditions out of Rincon’s control. ▪ If additional effort is required beyond that identified in the work program outlined above, Rincon will perform the work on a time and materials basis with an amendment of the project cost and scope of work approved by Kitchell. These rates do not include overtime or penalties for missed meal periods. Should overtime be required, hours greater than eight (8) hours per day onsite or 40 hours per week onsite will be charged at a rate consistent with California state law (generally 1.5 times). As part of this work program, Rincon assumes a meal period will be allotted before the fifth hour of work. If a meal period is not allotted by the end of the fifth hour on any workday, an additional hour of labor will be charged. No additional services would be provided without receipt of prior written approval. Schedule Construction monitoring activities (Tasks 2, 3, 4, and optional Tasks 5 and 6) would proceed alongside the planned project construction schedule for Phase 1B. Similarly, construction monitoring activities (Tasks 7, 8, and 9) would proceed alongside the planned project construction schedule for Phase 2. Cost Rincon will complete the work scope for the tasks identified above to not exceed of $53,016 for Tasks 1 through 4 and $107,163 including all optional tasks. No other services will be provided without your express written authorization. Please see Table 1 below for a cost breakdown of each task. Table 1 Cost Summary Tasks Cost Phase 1B Task 1 Project Initiation and Project Management $4,165 Task 2 Nesting Bird Surveys and Reporting $3,265 Task 3 Archeological Construction Monitoring and Reporting for Phase 1B Task 3.1 Project Kickoff and WEAP Training $2,508 Task 3.2 Archaeological Monitoring $8,503 Task 4 Paleontological Construction for Phase 1B and Phase 2 Task 4.1 Paleontological Monitoring $8,503 Optional Task 5 Historic American Building Survey Documentation $19,609 Optional Task 6 Extended Phase 1 Testing Optional Task 6.1 Extended Phase I Testing Plan $4,744 Optional Task 6.2 Extended Phase I Fieldwork $23,204 Optional Task 6.3 Extended Phase 1 Reporting $6,590 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 11 Phase 2 Task 7 Nesting Bird Surveys and Reporting $3,265 Task 8 Archaeological Construction Monitoring and Reporting for Phase 2 Task 8.1 Project Kickoff and WEAP Training – Task 8.2 Archaeological Monitoring $8,503 Task 8.3 Archaeological Monitoring Letter Report $3,739 Task 9 Paleontological Construction Monitoring for Phase 2 Task 9.1 Paleontological Monitoring $8,503 Task 9.2 Paleontological Negative Findings Letter Report $2,062 Total $107,163 All work will be performed on a time and materials basis in accordance with the work scope outlined above. Should the actual effort required to complete the tasks be less than anticipated, the amount billed will be less than the total cost outlined above. This cost estimate is in effect for a period of 30 days, during which time all of the elements of this proposal are fully negotiable to meet the needs of Kitchell. This work effort will be managed by Rincon Project Manager Dustin Merrick, M.A., Registered Professional Archaeologist (RPA), and Rincon Principal Christopher Duran, M.A., RPA. Both Mr. Merrick and Mr. Duran meet the Secretary of the Interior’s Professional Qualification Standards for prehistoric and historic archaeology (NPS 1983). Rincon is prepared to begin the work scope outlined above following receipt of a signed copy of this proposal as well as a retainer of $13,250 (approximately 25 percent of the proposed budget, not including optional tasks). Thank you for your consideration and for this opportunity to support your project. If you have any questions regarding this proposal, please contact Mr. Merrick at (805) 762-4064 or dmerrick@rinconconsultants.com, or Mr. Duran at (805) 644-4455, extension 22 or cduran@rinconconsultants.com. Sincerely, Rincon Consultants, Inc. Dustin Merrick, MA, RPA Project Manager/Archaeologist Christopher Duran, MA, RPA Principal/Senior Archaeologist Attachments Attachment 1 Reference List Attachment 2 Resumes of Key Personnel DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 8 RRM Design Group 1 SCOPE OF SERVICES TASK S.1: CONSTRUCTION STAKING This task will include the following: SUBTASK S.1A: PHASE 1B STAKING Rough Grade/Shoring Staking • One (1) set of rough grade and shoring offset stakes with grades to finish grade SUBTASK S.1B: PHASE 2 Sawcut • One (1) set of stakes will be provided for sawcut lines Sewer • One (1) set of offset stakes will be provided for sewer services with grades to flowline Water • One (1) set of offset stakes will be provided for water services with grades to finish the surface or top of curb Storm Drain • One (1) set of offset stakes at an interval of no greater than 50 feet, angle points and tees with grades to flowline. Double offsets will be provided for utility holes, drainage chambers and drain inlets with grades to flowline in/flowline out and rim/top of grate Building • One (1) set of offset stakes at grid lines 1 through 14, A, A.1, A.3, A.4, A.6, A.8, A.9, B, B.2, B.3, B.6, B.7, C, C.1, C.2, C.3, C.5, C.6, C.7, C.8, D, E for level one (1) with grades to finish surface Walls • One (1) set of offset stakes to centerline of wall with grades to top of footing or finish surface. • Street lights/transformers/vault • One (1) set of double offsets stakes to street lights transformers and vaults with grades top of curb or finish surface • Curb, flatwork • One (1) set of offset stakes to face of curb at an interval of no greater than 50 feet along straight sections and interval of no greater than 25 feet on curves sections, grade breaks, angle points and radius points with grades to top of curb or finish surface NOTE: Gas lines and conduits are not included in this proposal 2 MOVE-IN SCHEDULE: It will be the contractor’s responsibility to review the following move-in schedule with respect to possible phasing and overall project schedule. Any changes to this move-in schedule must be made prior to the award of contract. MOVE-IN SCHEDULE AND FEES Item No. Description No. of Move-ins 1 Rough Grade/Shoring 2 2 Sawcut 1 3, 4 Sewer/Water 1 5 Storm Drain 1 6 Building 1 7 Walls 1 8 Street Lights/Transformers/Vault 1 9 Curb, Flatwork 3 Total Moves to Site: 11 Deliverables: • Construction Stakes Fixed Fee: • Subtask S.1A: $3,600.00 (see footnote 1) This fee is based on prevailing wage • Subtask S.1B: $18,000.00 (see footnote 1) This fee is based on prevailing wage TASK S.2: RE-STAKING AND ADDITIONAL SERVICES All re-staking and services beyond the scope of work described herein will be performed on an hourly basis based on standard billing rates at the time the services are requested. Fee: Time and Materials • Hourly (see footnote 2) Fee Footnotes 1. Fixed fee tasks will be billed as the work progresses until the task is completed and the total amount stated in the contract for the task is invoiced. 2. Amounts billed for tasks shown as “Time and Materials” (T&M) will reflect actual hours worked. TOTAL RRM SERVICE FIX FEES: $21,600.00 Any work outside the scope of the original agreement between RRM Design Group and the Client and authorized by Client, is subject to the Terms and Conditions of the Prime Agreement. DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 9 BILL RATE RANGES Subject to change effective March 1st each year  EXHIBIT A-1 SCHEDULE 1 Bill Rate Ranges Subject to change effective March 1st each year ARCHITECTURE INTERIOR DESIGN Architect 95$ -155$ Designer I 60$ -95$ Associate Manager of Architecture 140$ -200$ Designer II 70$ -120$ Design Director 145$ -240$ Interior Designer I 75$ -125$ Designer I 70$ -100$ Interior Designer II 90$ -150$ Designer II 80$ -125$ Intern 45$ -85$ Designer III 95$ -150$ Job Captain 105$ -165$ Intern 45$ -85$ Senior Interior Designer 110$ -195$ Job Captain 95$ -150$ Manager of Architecture 165$ -280$ LANDSCAPE ARCHITECTURE Principal 185$ -350$ Assistant Designer 70$ -110$ Project Architect 115$ -185$ Associate Designer 80$ -125$ Project Designer 115$ -185$ Designer 95$ -140$ Project Manager 115$ -185$ Design Director 135$ -235$ Senior Architect 135$ -235$ Intern 45$ -85$ Senior Designer 135$ -220$ Landscape Architect 95$ -145$ Senior Project Manager 135$ -240$ Manager of Landscape Architecture 150$ -245$ Principal 185$ -350$ ENGINEERING & SURVEYING Principal Landscape Architect 135$ -235$ Associate Engineer 115$ -170$ Senior Landscape Architect 115$ -175$ Construction Inspector 105$ -175$ Designer I 55$ -95$ PLANNING Designer II 75$ -125$ Assistant Planner 90$ -130$ Designer III (Structural only)90$ -135$ Associate Planner 105$ -170$ Engineer I 90$ -140$ Intern 45$ -85$ Engineer II 105$ -165$ GIS Specialist 80$ -150$ Land Surveyor 115$ -170$ Senior GIS Specialist 105$ -185$ Manager of Engineering Services 170$ -280$ Manager of Planning 175$ -265$ Manager of Surveying 155$ -235$ Principal 185$ -350$ Party Chief 90$ -150$ Principal Planner 165$ -250$ Principal 185$ -350$ Senior Planner 135$ -205$ Project Engineer 125$ -185$ Senior Urban Designer 135$ -210$ Project Manager 150$ -245$ Urban Designer 105$ -170$ Senior Associate Engineer 130$ -210$ Senior Designer 110$ -185$ CORPORATE SERVICES Senior Land Surveyor 135$ -210$ Administrative Assistant 60$ -95$ Senior Party Chief 115$ -185$ Administrative Coordinator 75$ -130$ Senior Project Engineer 140$ -230$ Assistant Office Manager 90$ -135$ Supervisor of Surveying 145$ -220$ Chief Executive Officer 195$ -500$ Survey Technician I 60$ -100$ File Clerk/Administrative Support 45$ -65$ Survey Technician II 75$ -115$ Marketing Assistant 45$ -85$ Survey Technician III 90$ -155$ Marketing Coordinator 65$ -115$ Surveying Crew Rates Marketing Manager 125$ -235$ REGULAR Marketing Specialist 90$ -155$ One person w/ GPS or Robotic Workstation 125$ -155$ Office Coordinator 75$ -130$ Two person 175$ -290$ Proposal Coordinator 80$ -140$ Three person 235$ -390$ Receptionist 45$ -80$ PREVAILING WAGE Senior Marketing Specialist 105$ -190$ One person w/ GPS or Robotic Workstation 150$ -180$ Two person 225$ -340$ Three person 325$ -490$      Rev 3/1/2022 3 CONSTRUCTION STAKING CONDITIONS: 1. It will be the contractor’s responsibility to inform RRM of changes in the Plans and Specifications that will affect the location of improvements. RRM will not be liable for misplaced improvements due to such changes that were not brought to our attention. Additional work caused by changes to the Plans and Specifications will be billed on an hourly basis. Also, any construction based on staking requested by the contractor based on unapproved plans and specifications will be done at the contractor’s sole risk. RRM will not be held liable for damages suffered by the contractor resulting from changes to the plans after RRM has set stakes. 2. To provide for reasonable preparation and organization, requests for staking should be made at least 48 hours in advance. Although RRM will make every effort to accommodate the unforeseen, no guarantee can be made without sufficient notice. 3. The contractor will be responsible for ensuring that the construction site is clear of debris and vehicles before ordering stakes. If staking is requested and site conditions do not allow the survey crew to work, you will be charged hourly for the time lost. This does not include poor site conditions caused by weather or other circumstances beyond the control of the contractor. 4. Any claim against RRM for losses or damages resulting from errors in staking (either horizontal or vertical) must be accompanied by proof of the actual location of the stake used and the information written on the lath (i.e., stakes must still be in place in the field when the claim is made). 5. The contractor will be responsible for discussing offsets for stakes prior to fieldwork. Otherwise, offsets will be chosen according to standard practice in this County, and any changes requested after the completion of staking will be billed to the contractor as an extra. 6. For your convenience, we will provide the job superintendent with a “construction staking request form” that must be signed before any extra work beyond the scope of the contract is done. Copies of this signed form will be sent with each monthly billing for your records. 7. Stakes shall be used only for their intended purpose. For example, rough grade stakes shall not be used for finish grading or building layout. 8. Three (3) consecutive points shown to be on the same slope rate must be used in common order that the contractor may detect any variation out of a perfect straight grade. In case any discrepancy is found, it shall be reported to the surveyor. Otherwise, the surveyor will not be responsible for any error in grade of the finished work. DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 10 Earth Systems EARTH SYSTEMS | AUGUST 29, 2022 | CITY OF SAN LUIS OBISPO - CULTURAL ARTS DISTRICT PARKING STRUCTURE Earth Systems FEE BREAKDOWN Hours/Units Rate Total Earth Systems Fee Breakdown PROJECT: DATE: Hours/Units Rate Total PHASE IB - Cultural Arts District Parking Structure On-Site Improvements - 120 Work Day Duration Project Inspector 960 $170.00 $163,200.00 Subtotal Task 2 $163,200.00 Geotechnical Observation - Professional 40 $200.00 $8,000.00 Project Management/Quality Control 40 $225.00 $9,000.00 Grading Observation and Testing 320 $140.00 $44,800.00 Special Inspection - Shoring Wall 120 $145.00 $17,400.00 Reporting and Document Posting 40 $125.00 $5,000.00 Compaction Tests (per test)150 $10.00 $1,500.00 Mileage (per trip)170 $7.50 $1,275.00 Laboratory Testing - Per Fee Schedule (Allotment) $12,000.00 DIR/ECPR Posting 20 $90.00 $1,800.00 Subtotal Task 3 $100,775.00 Hours/Units Rate Total PHASE 2 - Project Inspector 3600 $170.00 $612,000.00 Subtotal Task 2 $612,000.00 Geotechnical Observation - Professional 40 $200.00 $8,000.00 Project Management/Quality Control 100 $225.00 $22,500.00 Grading Observation and Testing - 2023 280 $140.00 $39,200.00 Special Inspection - 2023 320 $145.00 $46,400.00 Grading Observation and Testing -2024 120 $140.00 $16,800.00 Special Inspection -2024 1600 $145.00 $232,000.00 Reporting and Document Posting 180 $125.00 $22,500.00 Compaction Tests (per test)150 $10.00 $1,500.00 Mileage (per trip)700 $7.50 $5,250.00 Laboratory Testing - Per Fee Schedule (Allotment) $25,000.00 DIR/ECPR Posting 90 $90.00 $8,100.00 Subtotal Task 3 $427,250.00 TOTAL TASK 2 $775,200.00 TOTAL TASK 3 $528,025.00 Task 2 - Construction Observations/Inspections Task 3 – Geotechnical and Materials Testing and Specialty Inspection City of San Luis Obispo - Cultural Arts District Parking Structure August 29, 2022 Cultural Arts District Parking Structure - 450 Work Day Duration Task 2 - Construction Observations/Inspections Task 3 – Geotechnical and Materials Testing and Specialty Inspection PHASE 1B - Cultural Arts District Parking Structure On-Site Improvements - 120 Work Day Duration Hours/Units Rate Total PHASE 2 - Cultural Arts District Parking Structure - 450 Work Day Duration DocuSign Envelope ID: 39089CD9-7632-471F-8036-895978DF81A8 Certificate Of Completion Envelope Id: 39089CD97632471F8036895978DF81A8 Status: Completed Subject: Complete with DocuSign: Resident Engineer and Construction Management - Agreement.pdf Department: Supplier: Source Envelope: Document Pages: 93 Signatures: 4 Envelope Originator: Certificate Pages: 5 Initials: 0 Argelia Chang AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 990 Palm Street San Luis Obispo, CA 93422 achang@slocity.org IP Address: 104.129.202.169 Record Tracking Status: Original 12/15/2022 11:55:07 AM Holder: Argelia Chang achang@slocity.org Location: DocuSign Signer Events Signature Timestamp Wendy Cohen wcohen@kitchell.com President Kitchell CEM, Inc. Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: Sent: 12/15/2022 11:58:04 AM Resent: 12/22/2022 4:26:12 PM Viewed: 12/23/2022 7:27:46 AM Signed: 12/23/2022 7:27:50 AM Electronic Record and Signature Disclosure: Accepted: 11/14/2022 12:37:10 PM ID: f59ea0e7-4d0e-4510-85e7-51548060a030 Randy Rominger rrominger@kitchell.com Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: Signed using mobile Sent: 12/23/2022 7:27:55 AM Viewed: 12/23/2022 2:07:31 PM Signed: 12/23/2022 2:08:04 PM Electronic Record and Signature Disclosure: Accepted: 12/23/2022 2:07:31 PM ID: ab204dce-8a22-46ed-ba83-0c357d81b18c Christine Dietrick cdietric@slocity.org Security Level: Email, Account Authentication (None) Signature Adoption: Drawn on Device Using IP Address: Sent: 12/23/2022 2:08:09 PM Resent: 1/5/2023 8:01:21 AM Viewed: 1/5/2023 8:40:44 AM Signed: 1/5/2023 8:44:44 AM Electronic Record and Signature Disclosure: Accepted: 6/15/2020 2:16:11 PM ID: a47fa5a6-25c4-499a-ad2d-b3750c2fd621 Matt Horn mhorn@slocity.org Director of Public Works Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: Sent: 1/5/2023 8:44:50 AM Viewed: 1/5/2023 8:53:08 AM Signed: 1/5/2023 8:53:26 AM Electronic Record and Signature Disclosure: Signer Events Signature Timestamp Accepted: 11/7/2018 6:54:10 PM ID: abbb6413-5f03-483d-8739-5befeff5edf7 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Argelia Chang achang@slocity.org Administrative Assistant III City of San Luis Obispo Security Level: Email, Account Authentication (None) Sent: 1/5/2023 8:53:30 AM Resent: 1/5/2023 8:53:38 AM Viewed: 1/5/2023 8:55:42 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Daniel Clancy dclancy@slocity.org Purchasing Analyst City of San Luis Obispo Security Level: Email, Account Authentication (None) Sent: 1/5/2023 8:53:32 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign Manuel Guzman mguzman@slocity.org Security Level: Email, Account Authentication (None) Sent: 1/5/2023 8:53:33 AM Electronic Record and Signature Disclosure: Accepted: 12/18/2020 9:05:30 AM ID: bda270ba-efa2-4807-a1cc-c5e70f600cee Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 12/15/2022 11:58:04 AM Certified Delivered Security Checked 1/5/2023 8:53:08 AM Signing Complete Security Checked 1/5/2023 8:53:26 AM Completed Security Checked 1/5/2023 8:53:33 AM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Carahsoft OBO City of San Luis Obispo (we, us or Company) may be required by law to provide to you certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically through your DocuSign, Inc. (DocuSign) Express user account. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to these terms and conditions, please confirm your agreement by clicking the 'I agree' button at the bottom of this document. Getting paper copies At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. For such copies, as long as you are an authorized user of the DocuSign system you will have the ability to download and print any documents we send to you through your DocuSign user account for a limited period of time (usually 30 days) after such documents are first sent to you. After such time, if you wish for us to send you paper copies of any such documents from our office to you, you will be charged a $0.00 per-page fee. You may request delivery of such paper copies from us by following the procedure described below. Withdrawing your consent If you decide to receive notices and disclosures from us electronically, you may at any time change your mind and tell us that thereafter you want to receive required notices and disclosures only in paper format. How you must inform us of your decision to receive future notices and disclosure in paper format and withdraw your consent to receive notices and disclosures electronically is described below. Consequences of changing your mind If you elect to receive required notices and disclosures only in paper format, it will slow the speed at which we can complete certain steps in transactions with you and delivering services to you because we will need first to send the required notices or disclosures to you in paper format, and then wait until we receive back from you your acknowledgment of your receipt of such paper notices or disclosures. To indicate to us that you are changing your mind, you must withdraw your consent using the DocuSign 'Withdraw Consent' form on the signing page of your DocuSign account. This will indicate to us that you have withdrawn your consent to receive required notices and disclosures electronically from us and you will no longer be able to use your DocuSign Express user account to receive required notices and consents electronically from us or to sign electronically documents from us. All notices and disclosures will be sent to you electronically Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through your DocuSign user account all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures electronically from us. Electronic Record and Signature Disclosure created on: 5/10/2017 10:25:58 AM Parties agreed to: Wendy Cohen, Randy Rominger, Christine Dietrick, Matt Horn, Manuel Guzman How to contact Carahsoft OBO City of San Luis Obispo: You may contact us to let us know of your changes as to how we may contact you electronically, to request paper copies of certain information from us, and to withdraw your prior consent to receive notices and disclosures electronically as follows: To contact us by email send messages to: keriksso@slocity.org To advise Carahsoft OBO City of San Luis Obispo of your new e-mail address To let us know of a change in your e-mail address where we should send notices and disclosures electronically to you, you must send an email message to us at keriksso@slocity.org and in the body of such request you must state: your previous e-mail address, your new e-mail address. We do not require any other information from you to change your email address.. In addition, you must notify DocuSign, Inc to arrange for your new email address to be reflected in your DocuSign account by following the process for changing e-mail in DocuSign. To request paper copies from Carahsoft OBO City of San Luis Obispo To request delivery from us of paper copies of the notices and disclosures previously provided by us to you electronically, you must send us an e-mail to keriksso@slocity.org and in the body of such request you must state your e-mail address, full name, US Postal address, and telephone number. We will bill you for any fees at that time, if any. To withdraw your consent with Carahsoft OBO City of San Luis Obispo To inform us that you no longer want to receive future notices and disclosures in electronic format you may: i. decline to sign a document from within your DocuSign account, and on the subsequent page, select the check-box indicating you wish to withdraw your consent, or you may; ii. send us an e-mail to keriksso@slocity.org and in the body of such request you must state your e-mail, full name, IS Postal Address, telephone number, and account number. We do not need any other information from you to withdraw consent.. The consequences of your withdrawing consent for online documents will be that transactions may take a longer time to process.. Required hardware and software Operating Systems: Windows2000? or WindowsXP? Browsers (for SENDERS): Internet Explorer 6.0? or above Browsers (for SIGNERS): Internet Explorer 6.0?, Mozilla FireFox 1.0, NetScape 7.2 (or above) Email: Access to a valid email account Screen Resolution: 800 x 600 minimum Enabled Security Settings: •Allow per session cookies •Users accessing the internet behind a Proxy Server must enable HTTP 1.1 settings via proxy connection ** These minimum requirements are subject to change. If these requirements change, we will provide you with an email message at the email address we have on file for you at that time providing you with the revised hardware and software requirements, at which time you will have the right to withdraw your consent. Acknowledging your access and consent to receive materials electronically To confirm to us that you can access this information electronically, which will be similar to other electronic notices and disclosures that we will provide to you, please verify that you were able to read this electronic disclosure and that you also were able to print on paper or electronically save this page for your future reference and access or that you were able to e-mail this disclosure and consent to an address where you will be able to print on paper or save it for your future reference and access. Further, if you consent to receiving notices and disclosures exclusively in electronic format on the terms and conditions described above, please let us know by clicking the 'I agree' button below. By checking the 'I Agree' box, I confirm that: • I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and • I can print on paper the disclosure or save or send the disclosure to a place where I can print it, for future reference and access; and • Until or unless I notify Carahsoft OBO City of San Luis Obispo as described above, I consent to receive from exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to me by Carahsoft OBO City of San Luis Obispo during the course of my relationship with you. 51 From:Nelson, Brian Sent:Wednesday, December 21, 2022 4:21 PM To:Dustin Merrick Cc:McKay, Lief I.; JulieAnn Murphy Subject:RE: [EXT] MMRP Compliance Services Hi Dustin, I will send to staff for review. City offices will be closed for the holidays so I’ll follow up in the first or second week of the New Year. For Phase 1A, please coordinate directly with Bill Fagundes for field work and timing. Thanks and happy holidays! Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, December 21, 2022 3:42 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, As promised, here’s the Here’s an FTP link for the HABS documentation: https://rinconconsultants.exavault.com/share/view/3a5yl-gg4lv2cq Feel free to let me know if the city still has questions on the HABS or XPI plan. On a semi-related note, I was planning to reach out to Bill Fagundes regarding the initiation of Phase 1A cultural resources monitoring but let me know if you prefer to keep that communication running through you. Have a good holiday! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com Rincon Offices Closed: Dec. 26th, 2022, and Jan. 2nd, 2023 Time Off Alert: Dec. 27th, 2022. 52 From: Dustin Merrick Sent: Monday, December 19, 2022 3:59 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hey Brian, HABS is going through final QA/QC and should be on your desk by Wednesday. Also, here’s the XPI plan. Let me know if the city has any questions or comments or issues, thanks! Best Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com Rincon Offices Closed: Dec. 26th, 2022, and Jan. 2nd, 2023 Time Off Alert: Dec. 27th, 2022. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, December 19, 2022 1:51 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Can you provide an update on the status of the HABS documentation for 610 and 614 Monterey? Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, December 5, 2022 11:36 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks Brian! Not entirely surprising given the age of the buildings. Thanks for taking the time to look! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager 53 Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, December 2, 2022 1:50 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Staff did a review of hard copy records and microfilm and unfortunately was not able to local any permit information for construction of the buildings. Let me know if you need anything else. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, November 28, 2022 1:17 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, Hope you had a good Thanksgiving holiday. We’re working on the HABS documentation for the buildings, and the architectural historian was wondering if the city can provide permits for the buildings. Is that something the city has records of, and if so, can they provide us the documentation? Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 3:21 PM 54 To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, November 18, 2022 11:18 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Perfect, here’s the compiled PDF with changes incorporated, Brian. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 10:59 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Yes, very minor tweak. You can also change “Phase 1B in early 2023” to “Phase 1B in Spring 2023”. I think that’s it. Thanks, 55 Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, November 17, 2022 1:45 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize if I hadn’t replied to this message previously. I just took a quick look at the draft pf the Phase 1B and Phase 2 MMP based on your comments here, and I think the only edit needed is the following tweak. Any change to the last sentence shown below that describes the anticipated timing? If not, I’ll finalize and send a revised version over to you. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, November 7, 2022 7:01 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 56 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Circling back to the original email where you submitted the Phase 1B/2 MMP. The document was submitted with the Phase 1B and 2 Permit packages and no comments were received by CDD. One change that has occurred since July is that the Phase 1B no longer includes grading and shoring and has been simplified to a demolition package (grading and shoring “site preparation” is now in Phase 2). So, the only comments I have are to clarify that in the introduction and update the date. With those updates, I consider it final. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, June 29, 2022 3:35 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Here it is, Brian. I have three comments in the Word version of the doc directed at you – two or them are related to timing, and are similar to a comment I left for you in the Phase 1A plan, which you didn’t express any concerns or questions about. The third comment is a recommendation that we set up a brief call for you, me, and Dustin (our project archeologist) to discuss the timing of the archaeological testing requirement. Let me know if you have any other questions or comments on this MMP, and we’ll address. I expect to provide you with a final PDF version that addresses any questions or comments. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, June 29, 2022 2:50 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . 57 Chris, Thanks for the update. I’ll look for the draft Phase 1B/2 MMP by end of day. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 27, 2022 4:33 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, my apologies I haven’t reported in on this. We’re finalizing the Phase 1B/2 MMP this week – I’m coordinating with Shawn on the progress he’s made on the soil testing component, and also coordinating with our cultural team to make sure we frame up the archaeological testing requirements correctly, but otherwise our draft of this deliverable is 90% complete. Right now I’m feeling confident we can get it across your desk on Wednesday. Give me a ring on my direct line at 805-242-4363 if you want to discuss. Thanks, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 27, 2022 9:35 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please provide an update on the Phase 1B/2 MMP. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo 58 From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 20, 2022 9:01 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I wanted to check and see whether you had any further comments on the Phase 1A MMP for this project. We’re buttoning up the Phase 1B/2 MMP this week, and I’d like the opportunity to make any updates across both MMPs, if possible, to minimize review time on Phase 1B/2. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, June 9, 2022 2:55 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Chris. I have submitted Phase 1A for building permit including the MMP so we’ll see if any other comments come through. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, June 9, 2022 2:34 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, attached is the Final MMP for Phase 1A. There were no major changes beyond your suggestions. The only other real edit was an update to the figure. Thanks for the quick review. We’re getting to work on the Phase 1B/2 MMP, and we’ll let you know if we have any questions about that deliverable as we proceed. Cheers! 59 Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 6, 2022 12:18 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please see attached Phase 1A MMP Review. Very minimal revisions, primarily just some formatting emphasis added for stop work authority. Please proceed with Phase 1B and Phase 2 MMRP due two weeks from today, 6/20. This will align well with the planned building permit submittal for Phase 1B and 2. Let me know if you have any questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 4:43 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, A draft of the Phase 1A MMP is attached for your review. Please let us know if you have any questions. Once we’ve had the opportunity to review any comments, we’ll get moving on the Phase 1B/2 MMP. Thanks again for the opportunity to help the City continue to move this project forward! I hope you have a great Memorial Day weekend, Chris Bersbach, Supervising Environmental Planner (He/Him/His) 60 Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, May 27, 2022 11:19 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for Phase 1A today. Delivery of Phase 1B/2 two weeks after receipt of comments is reasonable. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 10:15 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize for the delay – my notes were more general than yours, and I’d just noted that we planned to deliver the Phase 1A MMP this week. I’m coordinating with our cultural group on the final edits, and we expect to have a draft of that deliverable to you by the end of the day today. I’d noted that we’d like to get the Phase 1A MMP on your desk for review to make sure it looked the way you’d like it to before we invested too much staff time in developing the Phase 1B/2 MMP. To that end, would it be acceptable to set the ETA for that deliverable as two weeks from Rincon receiving City comments on the Phase 1A MMP? FYI, I’ll be out of the office for a meeting from about 11:30AM today through around 3PM, but I should be back after 3 if you have any questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 61 From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 26, 2022 2:56 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Can you provide a deliverable status on the monitoring plan for Phase 1A? My notes from the 5/11 kickoff meeting provided two weeks for that piece as due 5/25. Also, please provide a status on expected delivery of the Phase 1B & Phase 2 components. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 3:47 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks for clarifying, Brian. That seems an appropriate way to handle the NAM component. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, May 24, 2022 8:22 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . 62 Hi Chris, Let’s stick with the mitigation requirement to only include a NAM if artifacts or remains are discovered. The Initial Study is included in the attachment starting on page 12 of the PDF. Let me know if you have any additional questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 7:31 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Brian, Thanks again for providing these helpful examples. I’m working with Dustin Merrick to get the MMP complete for Phase 1A. Dustin wanted to clarify a couple components of the mitigation needs for archaeological resources, so that we ultimately document the requirements in the right way for you:  The ER 10-07 Mitigation Measures document (attached) indicates the City is only required to bring in a Native American Monitor (NAM) if we find something prehistoric during construction monitoring (“If Native American artifacts or human remains are discovered within project areas, then the qualified Native American tribal representative or cultural community advisor shall be included as project monitors”). However, in the document, there is discussion between city personnel about bringing in a NAM that suggests a NAM would be present more generally during CR monitoring. Since the City will be on the hook to respond to the Tribes about any monitoring needs, we’d like staff to weigh in on whether we should assume a NAM will be present throughout the conditions that require CR monitoring, or only if there’s a prehistoric find.  Can we get a copy of the Initial Study/environmental document for the utility trenching (mentioned in the ER 10-07 Mitigation Measures document)? That document may give us more insight on why they didn’t call for a NAM and some background on what resources we are dealing with. (The Applied Earthworks CR report in the ER 10-07 Mitigation Measures doc is a monitoring plan/report for a project on Higuera Street.) If it’d help, I can also set up a call with you and Dustin to discuss these questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 63 From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 12, 2022 8:20 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Attached are three examples of Mitigation and Monitoring plans prepared for underground utility projects in compliance with ER10-07. Below is a snip of City utilities surrounding the site. There are OH PG&E and cable facilities that are crossing the site removal of which is within the scope of Phase 1A. I found the following records for demolition and construction of the existing parking lot, as well as an aerial from 1963 that could help identify where to auger: https://publicplans.slocity.org/WebLink/0/edoc/8689/PFM09808.pdf https://publicplans.slocity.org/WebLink/0/edoc/6103/PFM00068.pdf (This one indicates some on-site electrical and water for existing the lighting and landscaping) https://publicplans.slocity.org/WebLink/0/edoc/8762/PFMg07b.pdf Please confirm receipt as the attached files are a bit large. Thanks, Brian Nelson Deputy Director of Public Works / City Engineer 64 Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications 65 From:Nelson, Brian Sent:Wednesday, December 21, 2022 3:15 PM To:building Cc:Fraser, Bridget; Gauna, Samuel; Gordon Knowles Subject:GRAD-1974-2022 Final Permit Review Submittal Attachments:CADPS_Phase 1B_Plans_Final.pdf Hello, Attached is the updated 3rd and final resubmittal for GRAD-1974-2022. Thanks, Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications 66 From:Gordon Knowles <GKnowles@watrydesign.com> Sent:Tuesday, December 20, 2022 1:46 PM To:Nelson, Brian Cc:Gauna, Samuel; Scott Yoshida Subject:RE: CADPS Phase 1B edits Attachments:2022-12-20_CADPS_Phase 1B_Specs.pdf Follow Up Flag:Follow up Flag Status:Completed Hi Brian Seals page added to the specs. I’ve copied Scott in case there is anything else that might be needed on the specs. Cheers Gordon Gordon T. Knowles | Associate Principal WATRY DESIGN, INC. | It’s Not The Journey, It’s The Parking! San Jose, CA | Irvine, CA | Toll Free 833.917.PARK watrydesign.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, December 20, 2022 10:20 AM To: Gordon Knowles <GKnowles@watrydesign.com> Cc: Gauna, Samuel <sgauna@slocity.org> Subject: RE: CADPS Phase 1B edits Thanks, if we can get that today, that would be great. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Gordon Knowles <GKnowles@watrydesign.com> Sent: Tuesday, December 20, 2022 8:13 AM To: Nelson, Brian <BNelson@slocity.org> Cc: Gauna, Samuel <sgauna@slocity.org> Subject: RE: CADPS Phase 1B edits Hi Brian, I think this was because the specs are just Civil. I’ll get the Stamp sheet set up and get Scotts and any other stamps needed added. Gordon T. Knowles | Associate Principal WATRY DESIGN, INC. | It’s Not The Journey, It’s The Parking! San Jose, CA | Irvine, CA | Toll Free 833.917.PARK watrydesign.com 67 From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, December 19, 2022 10:53 AM To: Gordon Knowles <GKnowles@watrydesign.com> Cc: Gauna, Samuel <sgauna@slocity.org> Subject: RE: CADPS Phase 1B edits Hi Gordon, The specifications for Phase 1B do not include any EOR stamps/signatures. Can you provide a coversheet with responsible EOR Stamp/signatures? Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Scott Yoshida <skyoshida@rrmdesign.com> Sent: Monday, December 19, 2022 9:20 AM To: Nelson, Brian <BNelson@slocity.org>; Gauna, Samuel <sgauna@slocity.org> Cc: Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Good morning, Brian. Understood, that makes sense. We have revised the note accordingly. See updated PDF attached. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Nelson, Brian <BNelson@slocity.org> Sent: Sunday, December 18, 2022 8:12 AM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gauna, Samuel <sgauna@slocity.org> Cc: Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Hi Scott, Thanks for sending this over. We noticed Note 7 on C-2.3 doesn’t seem accurate and should be edited: 68 Since we are providing the SWPPP but not the implementation drawings, it seems like the note should be corrected to read something like: “Contractor must prepare and implement Water Pollution Control for Site Preparation, Mobilization, Stormwater Requirements and all Site Erosion/Sedimentation Control BMPs in compliance with the SWPPP included in the Specifications”. Let me know if that seems correct or if there is a misunderstanding. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Scott Yoshida <skyoshida@rrmdesign.com> Sent: Friday, December 16, 2022 4:25 PM To: Gauna, Samuel <sgauna@slocity.org> Cc: Nelson, Brian <BNelson@slocity.org>; Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sam, Following-up on our phone call, we have made the requested edits to the plans. WDID # added to title sheet C- 1.1. Demo plan callouts updated as you describe on sheet C-2.3. See updated PDF attached. Please confirm receipt and let us know if there is anything else that you need. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Gauna, Samuel <sgauna@slocity.org> Sent: Thursday, December 15, 2022 3:22 PM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Cc: Nelson, Brian <BNelson@slocity.org> Subject: CADPS Phase 1B edits Good afternoon, As we discussed in today’s meeting, can we ensure that Demolition Note 9 be removed from the Adobe property line fence? We should replace Note 9 with a new Note 14: preserve existing property line fencing to be removed in phase 2. 69 Could you please also add the WDID# which Brian Nelson sent earlier in the day to the plans? Thank you Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 70 From:Scott Yoshida <skyoshida@rrmdesign.com> Sent:Tuesday, December 20, 2022 9:48 AM To:Fraser, Bridget; Nelson, Brian; Gauna, Samuel Cc:Gordon Knowles; McKay, Lief I. Subject:RE: CADPS Phase 1B edits Attachments:2022-11-18_CADPS_Phase 1B_UPDATED.pdf Hi Bridget, Understood. We have updated the deferred submittals list on sheet C-1.1 with wording consistent with the note on sheet C-2.3. Highlighted screen capture excerpt below. Updated PDF attached. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Fraser, Bridget <bfraser@slocity.org> Sent: Monday, December 19, 2022 2:37 PM To: Scott Yoshida <skyoshida@rrmdesign.com>; Nelson, Brian <BNelson@slocity.org>; Gauna, Samuel <sgauna@slocity.org> Cc: Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Sorry, I’m just looking at this email thread now. Please also list the Erosion Control Drawings that are to be provided by the contractor as a deferred submittal on the coversheet C1.1 71 Thanks, Bridget Fraser Senior Civil Engineer Community Development Engineering Development Review 919 Palm Street, San Luis Obispo, CA 93401-3218 E bfraser@slocity.org T 805.781.7192 slocity.org From: Scott Yoshida <skyoshida@rrmdesign.com> Sent: Monday, December 19, 2022 9:20 AM To: Nelson, Brian <BNelson@slocity.org>; Gauna, Samuel <sgauna@slocity.org> Cc: Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Good morning, Brian. Understood, that makes sense. We have revised the note accordingly. See updated PDF attached. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Nelson, Brian <BNelson@slocity.org> Sent: Sunday, December 18, 2022 8:12 AM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gauna, Samuel <sgauna@slocity.org> Cc: Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay 72 <LIMcKay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Hi Scott, Thanks for sending this over. We noticed Note 7 on C-2.3 doesn’t seem accurate and should be edited: Since we are providing the SWPPP but not the implementation drawings, it seems like the note should be corrected to read something like: “Contractor must prepare and implement Water Pollution Control for Site Preparation, Mobilization, Stormwater Requirements and all Site Erosion/Sedimentation Control BMPs in compliance with the SWPPP included in the Specifications”. Let me know if that seems correct or if there is a misunderstanding. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Scott Yoshida <skyoshida@rrmdesign.com> Sent: Friday, December 16, 2022 4:25 PM To: Gauna, Samuel <sgauna@slocity.org> Cc: Nelson, Brian <BNelson@slocity.org>; Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sam, Following-up on our phone call, we have made the requested edits to the plans. WDID # added to title sheet C- 1.1. Demo plan callouts updated as you describe on sheet C-2.3. See updated PDF attached. Please confirm receipt and let us know if there is anything else that you need. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com 73 From: Gauna, Samuel <sgauna@slocity.org> Sent: Thursday, December 15, 2022 3:22 PM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Cc: Nelson, Brian <BNelson@slocity.org> Subject: CADPS Phase 1B edits Good afternoon, As we discussed in today’s meeting, can we ensure that Demolition Note 9 be removed from the Adobe property line fence? We should replace Note 9 with a new Note 14: preserve existing property line fencing to be removed in phase 2. Could you please also add the WDID# which Brian Nelson sent earlier in the day to the plans? Thank you Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 74 From:Dustin Merrick <dmerrick@rinconconsultants.com> Sent:Monday, December 19, 2022 3:59 PM To:Nelson, Brian Cc:McKay, Lief I.; JulieAnn Murphy Subject:RE: [EXT] MMRP Compliance Services Attachments:XPI Plan_Draft12192022.pdf Follow Up Flag:Follow up Flag Status:Completed Hey Brian, HABS is going through final QA/QC and should be on your desk by Wednesday. Also, here’s the XPI plan. Let me know if the city has any questions or comments or issues, thanks! Best Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com Rincon Offices Closed: Dec. 26th, 2022, and Jan. 2nd, 2023 Time Off Alert: Dec. 27th, 2022. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, December 19, 2022 1:51 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Can you provide an update on the status of the HABS documentation for 610 and 614 Monterey? Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, December 5, 2022 11:36 AM To: Nelson, Brian <BNelson@slocity.org> 75 Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks Brian! Not entirely surprising given the age of the buildings. Thanks for taking the time to look! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, December 2, 2022 1:50 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Staff did a review of hard copy records and microfilm and unfortunately was not able to local any permit information for construction of the buildings. Let me know if you need anything else. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, November 28, 2022 1:17 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, Hope you had a good Thanksgiving holiday. We’re working on the HABS documentation for the buildings, and the architectural historian was wondering if the city can provide permits for the buildings. Is that something the city has records of, and if so, can they provide us the documentation? Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com 76 From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 3:21 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, November 18, 2022 11:18 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Perfect, here’s the compiled PDF with changes incorporated, Brian. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 10:59 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 77 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Yes, very minor tweak. You can also change “Phase 1B in early 2023” to “Phase 1B in Spring 2023”. I think that’s it. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, November 17, 2022 1:45 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize if I hadn’t replied to this message previously. I just took a quick look at the draft pf the Phase 1B and Phase 2 MMP based on your comments here, and I think the only edit needed is the following tweak. Any change to the last sentence shown below that describes the anticipated timing? If not, I’ll finalize and send a revised version over to you. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. 78 From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, November 7, 2022 7:01 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Circling back to the original email where you submitted the Phase 1B/2 MMP. The document was submitted with the Phase 1B and 2 Permit packages and no comments were received by CDD. One change that has occurred since July is that the Phase 1B no longer includes grading and shoring and has been simplified to a demolition package (grading and shoring “site preparation” is now in Phase 2). So, the only comments I have are to clarify that in the introduction and update the date. With those updates, I consider it final. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, June 29, 2022 3:35 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Here it is, Brian. I have three comments in the Word version of the doc directed at you – two or them are related to timing, and are similar to a comment I left for you in the Phase 1A plan, which you didn’t express any concerns or questions about. The third comment is a recommendation that we set up a brief call for you, me, and Dustin (our project archeologist) to discuss the timing of the archaeological testing requirement. Let me know if you have any other questions or comments on this MMP, and we’ll address. I expect to provide you with a final PDF version that addresses any questions or comments. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, June 29, 2022 2:50 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> 79 Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for the draft Phase 1B/2 MMP by end of day. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 27, 2022 4:33 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, my apologies I haven’t reported in on this. We’re finalizing the Phase 1B/2 MMP this week – I’m coordinating with Shawn on the progress he’s made on the soil testing component, and also coordinating with our cultural team to make sure we frame up the archaeological testing requirements correctly, but otherwise our draft of this deliverable is 90% complete. Right now I’m feeling confident we can get it across your desk on Wednesday. Give me a ring on my direct line at 805-242-4363 if you want to discuss. Thanks, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 27, 2022 9:35 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, 80 Please provide an update on the Phase 1B/2 MMP. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 20, 2022 9:01 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I wanted to check and see whether you had any further comments on the Phase 1A MMP for this project. We’re buttoning up the Phase 1B/2 MMP this week, and I’d like the opportunity to make any updates across both MMPs, if possible, to minimize review time on Phase 1B/2. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, June 9, 2022 2:55 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Chris. I have submitted Phase 1A for building permit including the MMP so we’ll see if any other comments come through. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, June 9, 2022 2:34 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick 81 <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, attached is the Final MMP for Phase 1A. There were no major changes beyond your suggestions. The only other real edit was an update to the figure. Thanks for the quick review. We’re getting to work on the Phase 1B/2 MMP, and we’ll let you know if we have any questions about that deliverable as we proceed. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 6, 2022 12:18 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please see attached Phase 1A MMP Review. Very minimal revisions, primarily just some formatting emphasis added for stop work authority. Please proceed with Phase 1B and Phase 2 MMRP due two weeks from today, 6/20. This will align well with the planned building permit submittal for Phase 1B and 2. Let me know if you have any questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 4:43 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, A draft of the Phase 1A MMP is attached for your review. Please let us know if you have any questions. 82 Once we’ve had the opportunity to review any comments, we’ll get moving on the Phase 1B/2 MMP. Thanks again for the opportunity to help the City continue to move this project forward! I hope you have a great Memorial Day weekend, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, May 27, 2022 11:19 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for Phase 1A today. Delivery of Phase 1B/2 two weeks after receipt of comments is reasonable. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 10:15 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize for the delay – my notes were more general than yours, and I’d just noted that we planned to deliver the Phase 1A MMP this week. I’m coordinating with our cultural group on the final edits, and we expect to have a draft of that deliverable to you by the end of the day today. I’d noted that we’d like to get the Phase 1A MMP on your desk for review to make sure it looked the way you’d like it to before we invested too much staff time in developing the Phase 1B/2 MMP. To that end, would it be acceptable to set the ETA for that deliverable as two weeks from Rincon receiving City comments on the Phase 1A MMP? FYI, I’ll be out of the office for a meeting from about 11:30AM today through around 3PM, but I should be back after 3 if you have any questions. Chris Bersbach, Supervising Environmental Planner 83 (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 26, 2022 2:56 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Can you provide a deliverable status on the monitoring plan for Phase 1A? My notes from the 5/11 kickoff meeting provided two weeks for that piece as due 5/25. Also, please provide a status on expected delivery of the Phase 1B & Phase 2 components. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 3:47 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks for clarifying, Brian. That seems an appropriate way to handle the NAM component. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, May 24, 2022 8:22 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> 84 Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Let’s stick with the mitigation requirement to only include a NAM if artifacts or remains are discovered. The Initial Study is included in the attachment starting on page 12 of the PDF. Let me know if you have any additional questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 7:31 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Brian, Thanks again for providing these helpful examples. I’m working with Dustin Merrick to get the MMP complete for Phase 1A. Dustin wanted to clarify a couple components of the mitigation needs for archaeological resources, so that we ultimately document the requirements in the right way for you:  The ER 10-07 Mitigation Measures document (attached) indicates the City is only required to bring in a Native American Monitor (NAM) if we find something prehistoric during construction monitoring (“If Native American artifacts or human remains are discovered within project areas, then the qualified Native American tribal representative or cultural community advisor shall be included as project monitors”). However, in the document, there is discussion between city personnel about bringing in a NAM that suggests a NAM would be present more generally during CR monitoring. Since the City will be on the hook to respond to the Tribes about any monitoring needs, we’d like staff to weigh in on whether we should assume a NAM will be present throughout the conditions that require CR monitoring, or only if there’s a prehistoric find.  Can we get a copy of the Initial Study/environmental document for the utility trenching (mentioned in the ER 10-07 Mitigation Measures document)? That document may give us more insight on why they didn’t call for a NAM and some background on what resources we are dealing with. (The Applied Earthworks CR report in the ER 10-07 Mitigation Measures doc is a monitoring plan/report for a project on Higuera Street.) If it’d help, I can also set up a call with you and Dustin to discuss these questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 85 From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 12, 2022 8:20 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Attached are three examples of Mitigation and Monitoring plans prepared for underground utility projects in compliance with ER10-07. Below is a snip of City utilities surrounding the site. There are OH PG&E and cable facilities that are crossing the site removal of which is within the scope of Phase 1A. I found the following records for demolition and construction of the existing parking lot, as well as an aerial from 1963 that could help identify where to auger: https://publicplans.slocity.org/WebLink/0/edoc/8689/PFM09808.pdf https://publicplans.slocity.org/WebLink/0/edoc/6103/PFM00068.pdf (This one indicates some on-site electrical and water for existing the lighting and landscaping) https://publicplans.slocity.org/WebLink/0/edoc/8762/PFMg07b.pdf Please confirm receipt as the attached files are a bit large. Thanks, 86 Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications Rincon Consultants, Inc. 1530 Monterey Street, Suite D San Luis Obispo , California 93401 805 547 0900 info@rinconconsultants.com www.rinconconsultants.com E n v i r o n m e n t a l S c i e n t i s t s P l a n n e r s E n g i n e e r s December 14, 2022 Project No: 22-12836 Brian Nelson, Deputy Director of Public Works/City Engineer City of San Luis Obispo 919 Palm Street San Luis Obispo, California, 93401 Submitted via email: bnelson@slocity.org Subject: Extended Phase I Work Plan for the Cultural Arts District Parking Structure Project, in San Luis Obispo, San Luis Obispo County, California Dear Mr. Nelson: Rincon Consultants, Inc. (Rincon) was retained by the City of San Luis Obispo (City) to complete an Extended Phase I (XPI) archaeological investigation in support of the Cultural Arts District Parking Structure Project (project) located at the corner of Palm Street and Nipomo Street in San Luis Obispo, San Luis Obispo County, California. This XPI is intended to identify the presence or absence of potential archaeological resources on the project site, in compliance with Mitigation Measure CR-2(b) for the project. This XPI Plan is consistent with all San Luis Archaeological Resource Preservation Program Guidelines (San Luis Obispo 2009). Archaeological Context Applied EarthWorks, Inc. completed a Cultural Resources Study for the project in 2011 (Price et al. 2011) and Rincon conducted an updated records search in 2017. The study and updated records search identified one historic-period archaeological resource (CA-SLO-2341H) within the project site and two historic-period archaeological resources (CA-SLO-1890/H and CA-SLO-2206H) adjacent to the project site. CA-SLO-2341H consists of multiple historic features, including historic-period refuse such as glass and ceramics. The component of CA-SLO-2341H identified closest to the project site is a black powder flask (1790-1860) located at the intersection of Palm Street and Nipomo Street, adjacent to the current project site. Resources CA-SLO-2206H consists of historic-period refuse deposits, and, CA-SLO-1890/H consists of a historic-period house and the remnants of an adobe structure with associated refuse deposits. The study further identified that the project site lies within the significant Downtown Historic District, which includes many of the City’s most important historic buildings with a variety of architectural styles. The association with significant historical buildings increases the likelihood of encountering historic-period archaeological deposits associated with the Downtown Historic District. Based on these results, the project site is highly sensitive for archaeological resources. Rincon developed this XPI program due to the presence of historic-period archaeological resources within and in proximity to the project site. Given the likelihood to encounter historic-period subsurface archaeological deposits, this testing plan outlines the proposed test excavations to be conducted to determine if such deposits exist within the project site. City of San Luis Obispo Cultural Arts District Parking Structure Project Page 2 Fieldwork Under the direction of Rincon Archaeologist and Project Manager Dustin Merrick, MA, Register of Professional Archaeologists (RPA), who meets the Secretary of the Interior’s Professional Qualification Standards for prehistoric and historic archaeology, two Rincon archaeologists will direct the excavation of a series of backhoe test trenches throughout the project site. Rincon estimates that four backhoe test trenches totaling up to 800 feet in length will require excavation to adequately assess the presence or absence of buried archaeological remains. Up to four backhoe test trenches will be systematically excavated using a pre-planned overlay as a guide (Figure 1, Attachment 1); however, the location of the backhoe test trenches will be adjusted based upon on-site conditions and initial results as necessary. The test trenches will be generally oriented east to west and excavated approximately 20 meters (66 feet) apart. Excavation will be conducted in 20-centimeter (7.8 inches) levels with a fitted flat blade to a maximum depth of up to 140 centimeters (55 inches) below the ground surface. If the trench is negative in the first five levels, the trench will be terminated and no further excavation will take place. All backhoe test trench locations will be recorded using a submeter-accuracy handheld global positioning system (GPS) unit (Trimble) and documented in both notes and photographs, including trench number, date, and provenience. Soils excavated from each test trench will be sampled at random and screened through 3-millimeter (1/8-inch) wire mesh screen. Artifacts and ecofacts recovered from the backhoe test trenches during screening will be analyzed in the field and reburied; no artifacts, samples, or specimens will be collected during the testing. Each test trench will have a form for recording all data and observations made, including the depths of recovered materials, soil descriptions, and at least one representative side wall profile sketch. All backhoe test trenches will be backfilled upon completion of the excavation. As the project site is currently entirely paved, Rincon assumes no surface artifacts will be present. In the unlikely event that archaeological materials are uncovered during subsurface testing, Rincon will immediately notify the City. Any identified archaeological deposits or features will be assessed in the field to determine whether the deposit or feature can be fully characterized utilizing the cultural resources data/information within the backhoe test trench or if further testing is needed. If the deposit or feature can be fully characterized within the backhoe test trench, it will be documented in the field during the XPI investigation. If an archaeological resource is identified which cannot be fully characterized within the backhoe test trench, further archeological investigation will be required to fully define, record, and evaluate the resource for significance under CEQA. Additional excavation may include shovel test pits, test units or additional backhoe test trenches. If an archaeological resource is identified that cannot be fully characterized and recorded within the backhoe test trenches or avoided by the project additional archaeological investigation will only be conducted with written authorization from the City. Should additional archaeological investigation be required, Rincon can develop a plan to fully define, record, and evaluate the resource for significance under CEQA if needed. City of San Luis Obispo Cultural Arts District Parking Structure Project Page 3 Research Design Additional resource documentation, controlled excavation, and special studies (added as necessary with appropriate change order) will provide data that can be used to answer research questions regarding the history of the region. If subsurface deposits are present, they may be able to provide pertinent data to answer the following questions: • How are cultural materials related to CA-SLO-2341H ? • Do cultural constituents show evidence of an occupation or other type of activity? • Do materials found have the potential to yield additional data important to our understanding of history? • Do materials found have the potential to yield additional data within the region or provide context to larger regional trends, such as the Downtown Historic District? • Do materials found contain any diagnostic markings or other aspects that may provide information on the practices of the inhabitants? • Do any features identified provide insight into the practices of the inhabitants? Technical Report Upon completion of fieldwork, Rincon will prepare a technical report to document the findings of the field investigation. The report will include discussion regarding the findings of the study and all appropriate maps, figures, photographs, and tables as well as management recommendations for any identified archaeological deposits, if applicable. Rincon will prepare the appropriate California Department of Parks and Recreation Series 523 (DPR) forms for any finds made during the efforts. The DPR forms will be attached as a confidential appendix to the technical report. An electronic draft copy of the report will be submitted to the City for review. Rincon assumes one round of minor revisions to the report may be necessary following review. Upon acceptance of the final report, Rincon will provide an electronic copy to the Central Coast Information Center at the Santa Barbara Museum of Natural History. Curation Rincon does not anticipate the collection of any archaeological materials; any materials identified during the XPI will be reburied in their respective trench. However, in the event that additional excavation becomes necessary, curation will be addressed at that time. If the study requires the collection of archaeological material, Rincon will immediately notify the City. Rincon can prepare a cost and scope to be approved by the City to cover such additional efforts if needed. Schedule The fieldwork can be initiated within four (4) weeks of the approval of the XPI work plan. The XPI fieldwork is estimated to require up to five (5), ten-hour days, inclusive of travel time, for two City of San Luis Obispo Cultural Arts District Parking Structure Project Page 4 archaeologists. Assuming negative results, the draft technical report will be completed and submitted to the City for comments within four (4) weeks of the completion of the fieldwork. If the XPI investigation results in the identification of subsurface deposits, preparation of the draft technical report and required DPR forms can be completed and submitted to the City for comments within 6 weeks of the completion of fieldwork. The final report will be submitted to the City within one (1) week of receiving comments from the City. Please feel free to contact Dustin Merrick at dmerrick@rinconconsultants.com or (805) 762-4064 if you have any questions or would like to discuss the contents of this work plan or other project issues in more detail. Sincerely, Rincon Consultants, Inc. Dustin Merrick, MA, RPA Project Manager Elaine Foster, MA, RPA Archaeologist Christopher Duran, MA, RPA Principal Attachments Attachment 1 Figures City of San Luis Obispo Cultural Arts District Parking Structure Project Page 5 References Price, Barry, Keith Warren, Aubrie Morlet, and Damon Haydu 2011 Cultural Resources Inventory for the Palm-Nipomo Parking Structure, San Luis Obispo, California. Report on file with City of San Luis Obispo. Attachment 1 Figures City of San Luis Obispo Cultural Arts District Parking Structure Project Figure 1 Proposed Test Trench Locations 87 From:Nelson, Brian Sent:Monday, December 19, 2022 10:53 AM To:Gordon Knowles Cc:Gauna, Samuel Subject:RE: CADPS Phase 1B edits Attachments:2022-09-16_CADPS_Phase 1B_Specs.pdf Hi Gordon, The specifications for Phase 1B do not include any EOR stamps/signatures. Can you provide a coversheet with responsible EOR Stamp/signatures? Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Scott Yoshida <skyoshida@rrmdesign.com> Sent: Monday, December 19, 2022 9:20 AM To: Nelson, Brian <BNelson@slocity.org>; Gauna, Samuel <sgauna@slocity.org> Cc: Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Good morning, Brian. Understood, that makes sense. We have revised the note accordingly. See updated PDF attached. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Nelson, Brian <BNelson@slocity.org> Sent: Sunday, December 18, 2022 8:12 AM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gauna, Samuel <sgauna@slocity.org> Cc: Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Hi Scott, Thanks for sending this over. We noticed Note 7 on C-2.3 doesn’t seem accurate and should be edited: 88 Since we are providing the SWPPP but not the implementation drawings, it seems like the note should be corrected to read something like: “Contractor must prepare and implement Water Pollution Control for Site Preparation, Mobilization, Stormwater Requirements and all Site Erosion/Sedimentation Control BMPs in compliance with the SWPPP included in the Specifications”. Let me know if that seems correct or if there is a misunderstanding. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Scott Yoshida <skyoshida@rrmdesign.com> Sent: Friday, December 16, 2022 4:25 PM To: Gauna, Samuel <sgauna@slocity.org> Cc: Nelson, Brian <BNelson@slocity.org>; Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sam, Following-up on our phone call, we have made the requested edits to the plans. WDID # added to title sheet C- 1.1. Demo plan callouts updated as you describe on sheet C-2.3. See updated PDF attached. Please confirm receipt and let us know if there is anything else that you need. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Gauna, Samuel <sgauna@slocity.org> Sent: Thursday, December 15, 2022 3:22 PM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Cc: Nelson, Brian <BNelson@slocity.org> Subject: CADPS Phase 1B edits Good afternoon, 89 As we discussed in today’s meeting, can we ensure that Demolition Note 9 be removed from the Adobe property line fence? We should replace Note 9 with a new Note 14: preserve existing property line fencing to be removed in phase 2. Could you please also add the WDID# which Brian Nelson sent earlier in the day to the plans? Thank you Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TABLE OF CONTENTS 09-16-2022 TABLE OF CONTENTS This Table of Contents is based on the Construction Specifications Institute Master List of Numbers and Titles for the Construction Industry, 2018 Edition. Omissions from sequential numbering of Sections is intentional. The organization of the Specifications into Divisions and Sections is not intended to control the Contractor in dividing the Work among subcontractors or in establishing the extent of Work to be performed by any trade. DIVISION 01 – GENERAL REQUIREMENTS 01 1000 Summary 01 2513 Substitution Procedures 01 3100 Project Management and Coordination 01 3200 Construction Progress Documentation 01 3300 Submittal Procedures 01 5000 Temporary Facilities and Controls 01 5713 Temporary Erosion and Sediment Control 01 6000 Product Requirements 01 7000 Execution and Closeout Requirements 01 7135 Restoration of Improvements 01 7410 Cleaning 01 7419 Construction Waste Management and Disposal DIVISION 02 – EXISTING CONDITIONS 02 4100 Demolition 02 4119 Selective Demolition DIVISION 31 - EARTHWORK 31 1000 Site Clearing 31 2300 Temporary BMPs and Erosion Control 31 2301 SWPPP PHASE 1B – 2 MITIGATION AND MONITORING PLAN SUMMARY 011000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 011000 SUMMARY PART 1 - GENERAL 1.01 SUMMARY A. Work Includes: The Work required to be performed by the Contractor comprises of the Site Preparation for the City of San Luis Obispo Cultural Arts District Parking Structure (CADPS) in conformity with plans and specifications hereinafter identified; including furnishing all material, labor, plant, tools, equipment, and services necessary for and incidental to complete the project as described below and in accordance with the plans and specifications comprising the construction documents. B. Description: The Project is comprised of a five-level parking structure with 403 parking stalls to be located on the western corner of the block bounded by Palm Street, Nipomo Street and Monterey Street. The parking structure will be naturally ventilated and designed to meet the openness requirements in the building code. The structural system is cast-in-place post tensioned concrete. The historic adobe structure located on the parcel is not included in the scope of work. Liner building, theater, and street improvement by Others. C. Location: The site of the Work is at San Luis Obispo, California. D. Work Not Included: Except for such auxiliary work as is shown or specified or is necessary as a part of the construction, the following work is NOT included in this Contract. 1. Any work shown but marked "Not in Contract" (NIC). 2. Any work shown but marked "Existing" (E) or "Existing to Remain". 3. Any work shown but marked "By Owner", or otherwise designated to be done by others. 1.2 CONTRACT SUMMARY A. Contract Method: Construct the Work under a single lump-sum contract, as established by the Agreement. B. Contractor shall be responsible for planning and development of schedules and related reports in accordance with Section 013200 of the specifications. 1.3 APPLICATION OF CONTRACT DOCUMENTS A. The provisions of the General Conditions of the Contract, Supplementary Conditions, and Division 1 - General Requirements of the Specifications apply to the work specified in each Section of the Specifications. SUMMARY 011000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo B. The Contractor is hereby specifically directed to notify and apprise all subcontractors and other parties engaged in the Work as to the contents of the General Conditions, Supplementary Conditions and Division 1 - General Requirements. C. No contractual adjustment shall be due or become exigent as a result of failure to fully understand the General Conditions, Supplementary Conditions, and Division 1 - General Requirements. D. Specifications: The specifications are those sections within Divisions 1 through 31, bound herewith and enumerated in the Table of Contents. E. Geotechnical Report: The Geotechnical investigation entitled “Geotechnical Engineering Report Palm-Nipomo Street Parking Structure and Repertory Theatre, Palm Street and Nipomo Street, San Luis Obispo, California”, by Earth Pacific System, and dated December 13, 2019 (revised January 7, 2020), is NOT a part of these Specifications. The report is intended to be a design recommendation and is made available to bidders for information only. A copy of the geotechnical report will be made available upon request. 1. Consult the geotechnical report for conditions regarding ground water. Contractor shall be responsible for all costs incurred as a result of encountering underground water including but not limited to, pumping, shoring and drain rock. 1.4 APPLICABLE CODES A. Refer to Sheet C-1.1. B. Application of the Codes: 1. Whenever there is a conflict between general and specific requirements in the code, the specific requirements shall be followed. 2. Where differences exist between codes affecting this work, the code affording the greatest protection shall govern. 3. Where codes other than those listed in this Section are referred to in the different sections of the Specifications, it is understood that they apply as fully as if cited here. 4. If Contractor observes that the Contract Documents are at variance with the codes, notify the Architect/Engineer, in writing, at once. 1.5 WORK SCHEDULING A. Working Hours: Contractor shall perform the Work of this Contract on normal work days and within normal work hours (7:00 am to 4:00 pm) per Section 5-1.01 of City Specifications. B. Interruption of Services: Contractor shall make provisions to accomplish the Work of this Contract without undue interference with existing operations conducted on the general site. Interruptions to any services for the purpose of making or breaking a connection shall be made only after consultation with the Owner a minimum of one week in advance of any connection break, and shall be at such time and of such duration as may be directed. SUMMARY 011000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo C. Refer to Section 013200 for construction progress documentation requirements. D. Sequence of Construction Operations: Before starting construction operations, Contractor shall confer with the Owner to arrange the sequence of construction operations. 1.6 WORK RESTRICTIONS A. Examination of Site: Contractor and subcontractors shall visit the site prior to bidding and prosecution of the Work, and shall familiarize themselves with existing conditions and be prepared to carry out the Work within existing limitations. B. Property: Operations shall be confined to designated property to greatest possible extent, and shall not encroach on areas other than those designated or approved for such use by the Owner and other authorities having legal jurisdiction. 1. Ascertain, observe, and comply with rules and regulations in effect for Owner’ facilities, including, but not restricted to, parking and traffic regulations, security restrictions, hours of allowable access to the site, construction traffic on main arteries, occupied buildings, and the like. 2. All existing buildings, slabs, walks, paving, landscaping, utilities and other improvements damaged or defaced by the Contractor shall be repaired, replaced to the satisfaction of the Owner at the Contractor's expense. C. Site Access: Contractor, all subcontractors, their employees, suppliers and delivery men shall enter and exit property via designated entrances. Confine access to the site to city streets and right-of-ways designated for public use. D. Use of Premises: Limit use of premises for Work and construction operations. 1. Coordinate use of premises and access to site under direction of the Owner. 2. Confine limits of work areas to minimum size required to properly perform Work while allowing safe passage and access by the users. 3. Do not block or interfere with entrances, exits, public or private roads, fire lanes, turnarounds, sidewalks, and driveways. E. Excavations or Trenching for Underground Utilities: 1. Time intervals between excavation or trenching and installation of conduit or piping or other work concerned, and backfilling operations shall be kept to absolute minimum. 2. Excavations or trenching crossing roadways, walks, or other traffic ways shall be provided with suitable traffic-bearing steel plates or wood planking temporary covers. 3. Refer to Mitigation and Monitoring Plan for excavation requirements. F. Utility Permits, Licenses, and Fees: Make all arrangements for, obtain all permits and licenses thereof, pay all connection charges and excess length charges and all other fees for extension and connection of utility services to the Work of this Project. Such costs and charges shall be paid for each utility service applicable to this Project. Furnish satisfactory evidence of such payments to the Owner prior to final acceptance of the Work. SUMMARY 011000 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo G. Noise: Jackhammering, major noisy motors, cutting, drilling, and fastening equipment must be operated with as little disturbance as possible to the occupants of the adjacent buildings. Contractor shall comply with the all applicable noise ordinances. H. Site Conditions and Requirements: 1. Keep drainage facilities, walks, and paved areas reasonably clean and free of mud and dirt, obstacles, etc. so that normal drainage and pedestrian and vehicular travel may be maintained. Contractor is responsible for upkeep of the grounds inside the project fencing. 2. Existing features not specified to be altered by Work of this Contract shall be protected from damage. Any such features damaged shall be repaired or replaced to a condition equal to that existing before starting Work of the Contract. 1.7 PROTECTION OF EXISTING STRUCTURES AND UTILITIES A. All damage to existing improvements which is caused by the Contractor's operations shall be repaired to restore damaged items to their original condition. Cost of such repair shall be borne entirely by the Contractor. B. The Drawings indicate existing structures, drainage lines, water, gas, electrical and other similar items and utilities which are known to the Architect/Engineer. C. The Contractor shall locate known existing installations before proceeding with operations which may damage same, shall maintain them in service where appropriate and repair any damage to them caused by the Work at no increase in Contract price. D. Additional utilities whose locations are unknown to the Architect/Engineer and Owner may exist. The Contractor shall be alert to their existence. If encountered, immediately report to the Owner for disposition of same. E. In addition to reporting if a utility is damaged, the Contractor shall take appropriate action as provided for Work changes in the General Conditions. F. Additional compensation or extension of time on account of utilities not shown or not otherwise brought to the Contractor's attention including reasonable action taken to protect, repair damage to same, etc., shall be determined as provided in the General Conditions for changes in the Work. G. The Contractor shall be in receipt of accepted plans prior to beginning construction work within the street right of way. H. The Contractor shall be responsible for contacting the Owner and all utility agencies as to the location of all underground and overhead facilities within the areas of construction. I. The Contractor is responsible for determining exact location for all existing utilities and for the protection of and repair of any damage to them. Contact Underground Service Alert (800) 642- 2444, www.usanorth811.org, at least 48 hours before work is to begin. SUMMARY 011000 - 5 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1.8 INTERRUPTION OF BUILDING SERVICES A. Utility Interruptions: Utilities shall not be interrupted except with approval of Owner. One week advance written notice is required prior to all interruptions. Interruptions shall be scheduled so as to minimize duration and disruption to existing operation. B. Prior to any Contractor-initiated service shutdown or cutovers, contact one of the following as appropriate: 1. City for City-owned utility services; 2. Utility and service companies for utilities and services not owned by the City. 3. Owner for any utilities associated with their operation or the operation of adjacent property owners. PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION – NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 1 09-16-2022 SECTION 012513 PRODUCT SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for substitutions. 1.3 DEFINITIONS A. “Basis-of-Design” where specified these Specifications shall be interpreted to require the named Basis-of-Design product or acceptable comparable product where additional manufacturers are listed. If no other manufacturers are listed, the Specification shall be interpreted to mean ‘no known equal’. B. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. C. "Materials" are products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. D. "Named Products" are items identified by manufacturer's product name, including make or model designation indicated in the manufacturer's product literature. E. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. F. “Substitutions”: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. G. Descriptive Specification Requirements: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that provides the characteristics and otherwise complies with requirements. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 2 09-16-2022 1.4 REQUIREMENTS AND CONDITIONS A. Contractor is presumed to have bid products, materials, equipment, and methods meeting specified requirements. Substitutions must appear and function as intended and be approved as specified in this Section. B. Proposals for substitution must include full and complete data and necessary information required to evaluate the proposal. Proposals must include any cost and or time modifications at the time of proposal. Subsequent claim for cost and or time will not be considered. 1. Where such substitutions are proposed by Contractor and are accepted by the Owner, Contractor shall assume costs required to make necessary revisions and modifications including additional costs to the Owner for evaluations of modifications of the project design submitted by Contractor to the Owner. C. Contractor is responsible for any changes to the Work caused by acceptance of substitutions. Acceptance of substitutions does not relieve Contractor from responsibility for compliance with the requirements of the Contract Documents. D. Where products, materials, equipment, and or method is specified and designated as "Basis- of-Design", Contractor is responsible for any required changes to the Work where the second or subsequently designated item is incorporated. E. Unless otherwise noted or specified, catalog description designated by the specified manufacturer's catalog number constitutes requirements for specified item. Such numbers and associated description and requirements establish standards of design and quality for materials, construction, and workmanship. Equivalent items may be used provided they comply with the requirements specified and found to be equal in the opinion of the Architect/Engineer. F. The Architect/Engineer may use for comparison all characteristics of specified items as they appear in manufacturer's published data even though they may not have been particularly mentioned in the Specifications. The Architect/Engineer may request, at the Contractor's expense, additional data, field tests, or physical presentation as may be required. G. Substitute items shall not be ordered and or used without written acceptance of the Owner. H. Contractor will be required to provide specified item if substitution is not accepted. I. Failure of the Contractor to submit proposed substitutions for acceptance in the manner described and within the time prescribed shall be sufficient cause for rejection by the Owner of the proposed substitutions. J. The Contractor shall be responsible at its own expense for any changes resulting from its proposed substitutions that affect other parts of its own work or the work of other Contractors. K. Where proposed substitutions are not acceptable to the Owner and the originally specified item is not available through no fault of the Contractor, the Architect/Engineer will select an GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 3 09-16-2022 alternate. When such selection results in a cost and or time modification, contract will be adjusted in accordance with the General Conditions and Supplementary Conditions. L. The Owner reserves the right to revoke acceptance if items are not justifiably equal to those originally specified. Rejected items shall be replaced with the specified item at the Contractor's expense. 1.5 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 business days prior to time required for preparation and review of related submittals. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule. d. Requested substitution has received necessary approvals of authorities having jurisdiction. e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Not allowed unless otherwise indicated. 1.6 ACTION SUBMITTALS A. Submit list of proposed substitutions in accordance with the requirements in the General Conditions, Supplementary Conditions and this Section. Tabulate list by specification section number and name. B. Substitutions will only be considered during bidding until the contract is signed. Exceptions to this requirement include discontinuation of a product and products that do not meet code requirements. C. Submit each specific request for substitution in ample time so as not to delay the execution of the Work or impede proper sequence of construction. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 4 09-16-2022 D. Where the terms ‘or equal’, ‘or accepted equal’, or ‘or accepted equivalent’ are used in the specifications, this shall be interpreted as a requirement to request a substitution subject to the provisions of this Section and are used to establish the standards of quality, utility, and appearance required. Substitutions that are equal in quality, utility, and appearance to those specified will be approved, subject to the provisions of this Section. E. The first listed manufacturer is to be considered the ‘Basis-of-Design’ whether stated or not. Any additional manufacturers are to be considered substitutions, subject to the procedures and provisions of this Section. F. Requests for substitutions, submitted to the Architect by the Contractor after commencement of construction, will be reviewed at the Architect's standard hourly rate. The time required to review the substitution request and any subsequent changes to the drawings shall be charged to the Contractor. G. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Limit each request to one proposed substitution. 2. Consecutively number each submittal and identify as to Contract Drawing number(s), Specification Section and other applicable identification. 3. Requests for substitutions will only be considered if the Contractor supports the proposal with sufficient information to permit the Architect/Engineer to make a fair, equitable, and informed judgment. Sufficient data, drawings, samples, literature, and other detailed information shall be supplied that will demonstrate to the Architect/Engineer that the proposed substitute is equal in quality, utility, and appearance to the material specified. H. Documentation: Show compliance with complete data substantiating compliance with the Contract Documents and the following, as applicable: 1. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. 2. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution. 3. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. 4. Product Data, including drawings and descriptions of products and fabrication and installation procedures. Include the following: a. Full product line catalog. b. Pertinent sales and technical literature. c. Name of local representative. d. List of references. Include names and phone numbers of contact persons. e. Specifications. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 5 09-16-2022 f. Test data and certificates. g. Color charts. h. Samples. i. Additional information as requested by the Architect/Engineer. 5. Samples, where applicable or requested. a. If tests for the determination of quality and utility are required by the Architect, they shall be made at the expense of the Contractor by a testing laboratory, with acceptance of the test procedure first given by the Architect. 6. Certificates and qualification data, where applicable or requested. 7. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. 8. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. 9. Research reports evidencing compliance with building code in effect for Project, from ICC-ES where applicable. 10. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. a. List of other trades, if any, which will be affected by the substitution. 11. Cost information, including a proposal of change, if any, in the Contract Sum. a. Where required, itemize comparison of proposed substitution with specified item and list variations or differences. b. If the proposed substitution requires that portions of the Project be redesigned or construction be removed in order to accommodate the substituted item, submit design and engineering calculations prepared by a California licensed design professional. The Contractor shall bear all costs resulting from the substitution. 12. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. 13. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. I. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 5 business days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 business days of receipt of request, or 7 business days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 6 09-16-2022 J. If more than two submissions of data are required, the cost of reviewing these additional submissions shall be charged directly against the Contractor; the Owner will withhold the funds necessary to cover these costs. K. Substitutions will not be considered when: 1. They are indicated or implied on shop drawing or product data submittals without formal request for substitution from the Contractor. 2. They are requested by anyone other than the Contractor. 3. They require substantial revision to the Contract Documents. 1.7 QUALITY ASSURANCE A. The Contractor's submittal and Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. 1.8 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. B. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. C. Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for "substitutions." The following are not considered substitutions: 1. Revisions to Contract Documents requested by the Owner or Architect. 2. Specified options of products and construction methods included in Contract Documents. 3. Compliance with governing regulations and orders issued by governing authorities. 1.9 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming one or More Manufacturers with a Provision for Substitutions: Submit a request for substitution, during Bidding only, for any manufacturer not named. 1.10 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 7 09-16-2022 1.11 CONTRACTOR'S REPRESENTATION A. Requests for substitution constitute a representation that the Contractor: 1. Has investigated proposed substitution and determined it meets or exceeds item in all respects. 2. Will provide same warranty for substitution as for specified item. 3. Will coordinate installation and make changes as may be required for Work to be complete in all respects. 4. Waives claims for additional costs and time extensions not identified at time of request for substitution. 5. Will reimburse Owner for review and redesign services associated with reapproval by authorities having jurisdiction. 1.12 ARCHITECT/ENGINEER'S DUTIES A. Architect's Action: 1. Promptly notify the Contractor of any costs for review and or redesign services associated with requests for substitution. 2. Within 5 business days of receipt of the request for substitution, the Architect will request additional information necessary for evaluation. 3. Within 15 business days of receipt of the request, or 5 business days of receipt of additional information, whichever is later, the Architect will notify the Contractor in writing of decision to accept or reject request for substitution. If a decision on use of a substitute cannot be made within the time allocated, use the product specified. 4. Acceptance will be in the form of a Change Order or construction change document. PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION – NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PROJECT MANAGEMENT AND COORDINATION 013100 - 1 09-16-2022 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Requirements applicable to the Contractor's management of the Project and coordination, including the following: 1. Project coordination 2. Project meetings 3. Project site administration 1.2 PROJECT COORDINATION A. Contractor shall coordinate the Work with all related work being done by the Owner and all other contractors operating in the area. This coordination shall include reasonable adjustments of schedule in order to allow other contractors or Owner to do their work. B. Contractor shall coordinate electrical/mechanical work, particularly between general trades and mechanical/electrical trades so that sleeves, hangers, chases, openings, etc., required for pipe, conduit, and other installations of like character are duly and properly provided for and installed as work progresses. C. Contractor shall carefully examine all Drawings relating to the Work with actual conditions so that all Work will be accommodated in the spaces provided. General arrangement and location of elements of various systems is shown on the Drawings or specified. Final locations, levels, etc., shall be governed by actual material size used, by building conditions encountered, and by the work of all trades. Space conflicts and interferences shall be resolved before any work is installed. D. Contractor shall utilize the Contract Documents, submittals, and layout drawings of the various trades to check and coordinate the work so that no interferences or conflicts between trades will occur. This checking and coordination shall be performed and completed before construction is commenced in each affected area. E. Coordinate work to assure efficient and orderly sequence of installation of construction elements. Make provisions for accommodating items installed by Owner or under separate contracts. F. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing such equipment in service. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PROJECT MANAGEMENT AND COORDINATION 013100 - 2 09-16-2022 1.3 PROJECT MEETINGS A. Project Meetings: Contractor or Contractor's duly appointed representative shall attend project meetings at regular intervals as set by the Owner. 1. Attendance shall be limited to the Contractor and his immediate subordinates, Owner, and representatives of the Architect and Consultants, as requested. 2. Contractor, or Contractor's duly appointed representative, shall keep minutes of the meetings with copies sent to all attendees. 3. Meetings shall be held in quarters agreed to by Owner and Contractor. 1.4 PROJECT SITE ADMINISTRATION A. Condition of Work in Place: Inspect and take responsibility for previously prepared or installed work of other contractors before applying subsequent materials or finishes. If work is in an unsatisfactory condition, notify the Owner. Do not proceed until the defective work has been corrected. B. Work Areas: Contractor shall confine Contractor's operations to areas shown on project drawings. The Owner will coordinate use of property areas with Contractor to ascertain that Contractor's needs are fulfilled to fullest extent possible within project constraints. Contractor shall be responsible for obtaining any agreements required for use of property outside the property lines of the project site. C. Site Layout: Contractor shall submit layout plan showing proposed location of offices, employee parking, material storage, shop facilities, and other major work areas to Owner for acceptance prior to site mobilization. D. Site Access: Contractor shall make site available to Owners' and operations personnel and inspectors at all times. Contractor shall anticipate that Owner's personnel will visit site on frequent, irregular basis to observe progress of Work. E. Emergency Vehicles: Maintain clear access for emergency vehicles at all times. F. Trash: No open burning or trash dumping on the site will be allowed. G. Damage Documentation: Contractor shall document through photographs or videotape the condition of all existing structures and sitework, adjacent to the parking structure site, prior to any demolition work on the project site. Documentation shall provide basis for any damage occurring during the construction duration. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1 09-16-2022 SECTION 013200 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide progress schedules as specified and as required for completion of Project and as approved by Owner. 1. The Owner will use updated version of Contract Schedule in evaluating progress of work and determining progress payments to be made to Contractor. 2. Failure of Contract Schedule to include any element of Work required for performance of this Contract, or any inaccuracy in Contract Schedule, will not relieve Contractor from responsibility for accomplishing all Work required to complete Contract on time and will not constitute grounds for delay. B. Related Sections: 1. Section 011000 - Summary. 2. Section 013300 - Submittal Procedures. 1.2 CONTRACT SCHEDULE A. Schedule Restraints: Contractor's Schedule shall incorporate into Contract Schedule milestone dates given in Summary of Work. B. Scheduling Software: Contractor shall use a computerized critical path method (CPM) software, "MS Project" or approved equal. In addition, the Contractor shall have means of providing the Owner with files on compact discs (CDs) in a form that can be up-loaded into the Owner's software. C. Time of Completion: Overall time of completion and time of completion for each milestone shall adhere to times in General Conditions unless an earlier (advanced) time of completion is requested by Contractor and agreed to by the Owner. 1. Any such agreement shall be formalized by a change order. D. Preliminary Contract Schedule: Within fifteen (15) calendar days after receiving Notice To Proceed, Contractor shall furnish to Owner one reproducible and three prints of a preliminary schedule in conformance with requirements of this Section showing general plan for orderly completion of Work in accordance with Overall Project Schedule and milestones. 1. Preliminary Contract Schedule shall include details of planned mobilization of plant equipment, sequence of early operations and procurement of materials and equipment. E. Contract Schedule: Within thirty (30) calendar days after receiving Notice To Proceed, Contractor shall furnish to Owner one reproducible, three prints and a CD of a detailed schedule presenting an orderly and realistic plan for completion of the Work in conformance with requirements of this Section. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2 09-16-2022 F. Contractor's Responsibility: Failure of Contract Schedule to include any element of Work or any inaccuracy in Contract Schedule will not relieve Contractor from responsibility for accomplishing all Work in accordance with Contract. G. Float Time: Float or Slack Time is amount of time between earliest start date and late start date or between earliest finish date and latest finish date of activities of Contract Schedule. 1. No time extensions or delay costs shall be allowed for delays caused by the Owner, on paths of activities containing float time, providing such delay does not exceed float time, per latest updated version of approved Contract Schedule. 1.3 FORMAT OF SCHEDULE A. Preliminary Contract Schedule 1. Preliminary Contract Schedule shall be a time scale precedence diagram or Critical Path Method (CPM) type. 2. Preliminary Contract Schedule shall be submitted to the Owner for review and approval. 3. Preliminary Contract Schedule shall include the first three months of contract work and a Breakdown of Costs per Section 013300. 4. Submit revised schedule and Breakdown of Costs after receiving comments from Owner. 5. Approved Breakdown of Costs shall be used as the basis for monthly progress payments prior to approval of the Contract Schedule. B. Contract Schedule: Provide the following: 1. Time scaled CPM cost and manpower loaded schedule in precedence format. 2. No activity on schedule shall have duration of longer than fifteen calendar days, with exception of fabrication and procurement activities, unless otherwise approved by Owner. a. Activity durations shall be total number of actual calendar days required to perform that activity including consideration of weather impact on completion of activity. 3. Schedule shall be in sufficient detail and shall be Contractor's plan of construction for completing contract work. 4. Schedule shall include milestone activities showing point of substantial completion and completion for each stage of work. 5. Activity for "mobilization" will be allowed which includes preparatory work and operations, including, but not limited to those necessary for movement of personnel, equipment, supplies and incidentals to Project site, for establishment of all offices, buildings and other facilities necessary for Work of Project, and for all other work and operations which must be performed or costs incurred prior to beginning work on various items on Project site. 6. Include procurement activities for all materials and equipment provided under this contract. 7. Detail activities of each stage to show plan for completion of Work for each stage within time specified. 8. Indicate all dependencies (or relationships) and logic between activities. 9. Activities dependent on submittal acceptance or material delivery shall not be scheduled to start earlier than expected acceptance or delivery dates. 10. Cost load each activity on the schedule. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3 09-16-2022 a. Include all labor, material and equipment costs. b. Include overhead and profit. c. Material costs shall be the actual invoice value without any markup. d. The sum of all activities shall equal the contract value. 11. Each activity shall be coded to correlate with the Breakdown of Costs. 12. Resources required (manpower and major equipment) to perform each activity shall be identified. 13. Each activity shall be assigned a responsibility code corresponding to subcontractor responsible for performing work so that schedule activity lists and cost subtotals can be generated for each division of work. 14. Allow at least thirty calendar days for developing punch list, completion of punch list item, and final cleanup for the work or any designated portion thereof. 1.4 APPROVALS A. The Owner will review Contract Schedule for conformance with requirements of Contract, Supplementary Conditions and this Section. 1. Within ten calendar days after receipt, Owner will approve Contract Schedule or will return it with comments. 2. If Contract Schedule is not returned approved, Contractor shall revise schedule to incorporate comments and resubmit schedule for approval within ten working days after its receipt. B. Approval of Contract Schedule will not relieve Contractor of responsibility for accomplishing Work in accordance with Contract. 1.5 CONTRACT SCHEDULE REVISIONS A. If sequence of construction differs significantly as determined by Owner from Approved Contract Schedule, Contractor shall submit within ten calendar days a revised schedule to Owner for approval. B. When Proposed Change Order is issued which has potential to impact specified completion date, a schedule adjustment shall be prepared by Contractor to reflect impact of such changes. 1. After schedule adjustment has been approved and Contractor ordered to proceed with Proposed Change Order, it shall be incorporated into Contract Schedule. 2. Time extensions will be considered only to extent there is insufficient remaining float to accommodate these changes. C. No additional cost beyond that provided in General Conditions will be allowed for incorporation of approved Proposed Change Orders into Contract Schedule. 1.6 MONTHLY UPDATES AND PROGRESS PAYMENTS A. Contractor shall submit to Owner each month, along with submission of updated computer report required by this Section, an up-to-date status report of Work which shall include: 1. Contractor's estimated percentage complete for each activity not yet complete. 2. Actual start/finish dates for activities as appropriate. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4 09-16-2022 3. Identification of processing errors, if any, on previous update reports. 4. Revisions, if any, to assumed activity durations including revisions for weather impact for any activities due to effect of previous update on schedule. 5. Identification of activities which are affected by proposed Change Orders issued during update period. 6. Resolution of conflict between actual work progress and schedule logic. a. When out of sequence activities develop in Contract Schedule because of actual construction progress, Contractor shall submit revision to schedule logic to conform to current status and direction. B. Owner will review updated information and meet with Contractor each month at site to determine status of Work. C. Progress payments shall be made monthly, based on Contractor's monthly update of Contract Schedule. 1. Payment for amount of work completed in current progress payment period shall be sum of activity cost multiplied by percentage of work completed for each activity in progress minus previous payments, less retainage. 2. Request for payment for accepted materials delivered shall be limited to invoice value of materials or equipment shown on Contractor's procurement log, less retainage. 3. Payment may be made for materials which Contractor stores off-site when materials are stored and insured in manner acceptable to the Owner. 4. On payment for "mobilization" shall be made in percentages as follows (less retainage): Contract Amount Completed Payment for Mobilization 5% 50% 10% 75% 20% 95% 50% 100% D. No payment shall be made for materials or equipment which do not have accepted submittals. 1. If material or equipment is not identified, it is responsibility of Contractor to submit necessary cost adjustments to Contract Schedule. 2. Incorporation of such revisions to computerized version of Contract Schedule and payments on such requests are at discretion and acceptance of the Owner. 1.7 COMPUTER REPORTS A. Contractor shall provide each of the following reports monthly: 1. Four copies of updated computer-generated printed reports per month for Contract Schedule and each monthly update as detailed below. 2. Graphic Submittals shall include one reproducible and three prints. 3. Computer CD with schedule data files in a form that can be uploaded for use with Owner's software. B. Provide Schedule Logic Report listing activities, their early/late and actual start and finish dates, duration, float and logic relationship of activities sorted by early start. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 5 09-16-2022 C. Provide Cost Report listing each activity and its associated cost, percentage of work accomplished, earned value to date, previous payments and amounts earned for update period. D. Provide Bar Chart showing status of activities. E. Provide Narrative Report with updated progress analysis, which shall include description of problem areas, current and anticipated delaying factors and their impact, an explanation of corrective action taken and any proposed revisions for recovery. F. Provide Network Plots presenting time scaled network diagram showing activities and their relationships. G. Provide Monthly Earnings Schedule Report - based on dollar estimate per month and expressed as a percentage of total cost for early start and late finish. 1.8 RECOVERY PLAN A. If Contractor is behind schedule by more than ten calendar days for any stage of Work, based on updated Contract Schedule after incorporating all approved time extensions, Contractor shall submit to Owner within ten calendar days of notification of such delay, a "Recovery Plan." B. Recovery Plan shall be based on proposed revisions to Contract Schedule for next sixty calendar day period and shall show how Contractor intends to bring work back on schedule. 1. Recovery plan shall also include written description of measures Contractor intends to take without additional cost to Owner to regain schedule compliance. C. Should Contractor fail to submit and execute such a recovery plan, Owner shall have option to direct Contractor to employ any or all measures that Owner may deem fit to regain schedule compliance without additional cost to the Owner. D. Recovery plan submitted by Contractor, upon acceptance by the Owner, shall be incorporated into Contract Schedule during next update. E. Contractor shall be required to submit recovery plan for each update that indicates Work progress is more than ten calendar days behind schedule. F. Should Contractor dispute determination of the Owner regarding status on Contract delay, such dispute shall not relieve Contractor of responsibility to comply with requirements of this Section and other related Sections until dispute is resolved per Contract terms. 1.9 ADDITIONAL REPORTS A. Owner may request, from month-to-month, any two of the following additional computer- generated reports: 1. Total float from least to most. 2. Activities by early start. 3. Activities by late start. 4. Activities grouped by subcontractors or selected trades. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 6 09-16-2022 5. Activities with scheduled early start dates in a given time frame (i.e. 30- or 60-day outlook). 6. Manpower report. 1.10 SHORT INTERVAL SCHEDULES A. Short Interval Scheduling (SIS) shall be used throughout on-site construction activity. B. Interval shall be three-week projection and shall include week submitted and two weeks thereafter. C. Schedule shall contain sufficient detail to evaluate daily milestones and manpower/equipment loading and shall identify/tie into monthly updated Approved Contract Schedule. D. Short Interval Schedule shall be approved by Owner. E. Ten (10) copies of Short Interval Schedule shall be submitted weekly as directed by Owner. F. Weekly meeting will be scheduled by Owner to review and discuss Short Interval Schedules. 1.11 DAILY ACTIVITY REPORT A. Contractor shall submit 5 copies of Daily Activity Report to Owner for each workday including weekends and holidays, when worked. B. Contractor may use own report provided it contains same information included in standard form furnished by Owner. 1.12 DEFAULT A. Failure of Contractor to substantially comply with requirements of this Section shall constitute reason that Contractor is failing to prosecute Work with such diligence as will ensure its completion within Contract times and shall be considered grounds for termination or other remedy pursuant to terms of this Contract. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 1 09-16-2022 SECTION 013300 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Procedures for submittals for review by the Architect/Engineer. Make submittals in strict accordance with provisions of this Section and with requirements of the General Conditions: 1. Progress Schedule. 2. Bid Cost Breakdown. 3. Product Data. 4. Shop Drawings. 5. Samples. 6. Informational Submittals. 7. Delegated Design Submittals. B. Related Sections: 1. Section 012513 - Substitution Procedures. 2. Section 013200 - Construction Progress Documentation. 3. Test Reports: Pertinent Specification Sections. 4. Individual Submittals Required: Pertinent Specification Sections. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals." 1.3 SUBMITTAL SCHEDULE A. Within 30 calendar days after the date of commencement specified in the Notice to Proceed, submit schedule of submittals required under Divisions 2 through 32. Schedule shall list submittals and indicate date submittal will be made. 1. Items needed in initial stages of Work or requiring long lead-time for ordering: 30 calendar days. 2. Electrical, mechanical and equipment items not requiring long lead-time for ordering: 60 calendar days. 3. All other items: 90 calendar days. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 2 09-16-2022 B. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Submit concurrently with the first complete submittal of Contractor's construction schedule. a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. 3. Format: Arrange the following information in a tabular format: a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal Category: Action; informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Architect's final release or approval. g. Scheduled dates for purchasing. h. Scheduled date of fabrication. i. Scheduled dates for installation. j. Activity or event number. C. Distribute copies of the Submittal Schedule to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the temporary field office. When revisions are made, distribute to the same parties and post in the same locations. D. Updating: Revise Schedule after each meeting or activity, where revisions have been made. Issue the updated Schedules concurrently with report of each meeting. 1.4 SUBMITTAL PROCEDURES A. Submittal Information: Use electronic form acceptable to Owner, containing the following information: 1. Project name. 2. Date. 3. Name of Architect. 4. Name of Contractor. 5. Name of firm or entity that prepared submittal. 6. Names of subcontractor, manufacturer, and supplier. 7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals. 8. Category and type of submittal. 9. Submittal purpose and description. 10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 3 09-16-2022 11. Drawing number and detail references, as appropriate. 12. Indication of full or partial submittal. 13. Location(s) where product is to be installed, as appropriate. 14. Related physical samples submitted directly. 15. Submittal and transmittal distribution record. 16. Other necessary identification. 17. Remarks. 18. Signature of transmitter. B. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier, including revision identifier. a. Number all submittals for identification, with the number consisting of 1) the Specification section (with spaces between numbers eliminated); 2) the consecutively numbered item within each Specification section; and 3) the version number. 1) Examples: number 092900-001-0 to indicate the original version of original version of item 1 submitted in section 092900; number 092900-001-1 to indicate the first re-submittal of the same item. 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 4. Metadata: Include the following information as keywords in the electronic submittal file metadata: a. Project name. b. Number and title of appropriate Specification Section. c. Manufacturer name. d. Product name. C. Options: Identify options requiring selection by Architect. D. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet. E. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number. F. Submittals for Web-Based Project Software: Prepare submittals as PDF files, or other format indicated by Project software website. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 4 09-16-2022 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data Files: At Contractor's written request, electronic digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals. 1. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. 2. Digital Drawing Software Program: The Contract Drawings are available in REVIT 2019. 3. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect. 4. The following digital data files will by furnished for each appropriate discipline: a. Floor plans. b. Reflected ceiling plans. 1.6 SUBMITTAL PROCEDURES A. Submittals shall include (where applicable): 1. Project title and work order number. 2. Identification of product or material. 3. Relation to adjacent structure or material. 4. Field dimensions, clearly identified as such. 5. Specification Section number. 6. Consecutive submittal number. 7. Blank space for Architect/Engineers' stamp. 8. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents. B. Resubmittals: Resubmittals shall be identified with the same submittal number as the original submittal followed by a .1 or the letter A. Contractor shall direct specific attention, in writing or on resubmitted submittal, to revisions other than those required by previous review. PART 2 - PRODUCTS 2.1 PROGRESS SCHEDULE A. Prepare and submit progress schedule of operations as required by Section 013200. Relate progress schedule to entire Project. Indicate dates for submission of required submittals. 2.2 BID COST BREAKDOWN A. Submit breakdown of bid costs on a form furnished by the Owner. Refer to Section 0132 00 - Construction Progress Documentation, for additional cost breakdown requirements. 2.3 ACTION SUBMITTALS A. Proposed Product List: Submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number for each product. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 5 09-16-2022 B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Product data may be submitted digitally provided that the associated physical sample is submitted to the Architect simultaneously for review. 4. Manufacturer's Standard Schematic Drawings: a. Modify drawings to delete information which is not applicable to Project. b. Supplement standard information to provide additional information applicable to Project. 5. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's written recommendations. c. Manufacturer's product specifications. d. Manufacturer's installation instructions. e. Standard color charts. f. Statement of compliance with specified referenced standards. g. Testing by recognized testing agency. h. Application of testing agency labels and seals. i. Mill reports. j. Notation of coordination requirements. k. Standard product operation and maintenance manuals. 6. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams that show factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 7. Submit Product Data before or concurrent with Samples. 8. Number of Copies: Where electronic submittals are not provided, submit three paper copies of Product Data, unless otherwise indicated. Architect will return two copies. Mark up and retain one returned copy as a Project Record Document. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of Architect/Engineer's CAD Drawings are otherwise permitted. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing-in and setting diagrams. e. Wiring Diagrams: Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. Differentiate between manufacturer-installed and field-installed wiring. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 6 09-16-2022 f. Shop work manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. l. Notation of dimensions established by field measurement. m. Relationship to adjoining construction clearly indicated. n. Seal and signature of professional engineer if specified. 2. Number of Copies: Submit one electronic (pdf) copy of each Shop Drawing. 3. Variations: If shop drawings show variations from Contract requirements because of standard shop practice or other reason, make specific mention of such variations in letter of transmittal, as well as on drawings, in order that (if acceptable) suitable action may be taken for proper adjustment of Contract. Unless specific changes have been noted and accepted, no deviations from Contract Documents will be permitted. D. Samples: Samples include physical examples which illustrate materials, equipment or workmanship, and which establish standards by which completed work is judged. Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of appropriate Specification Section. e. Specification paragraph number and generic name of each item. 3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record. 4. Web-Based Project Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal. 5. Paper Transmittal: Include paper transmittal including complete submittal information indicated. 6. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect/Engineer will return submittal with options selected. 7. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 7 09-16-2022 containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit four sets of Samples, unless otherwise specified in individual specification Section. Architect/Engineer will retain one Sample set and return the others. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. 8. Mockups: a. Erect at project site at location acceptable to Owner unless otherwise approved. b. Construct each sample or mockup complete, including work of all trades required in finished work. c. Coordinate submittal of different categories for interfacing work. d. Include identification on each sample, giving full information. 9. Disposition: Maintain sets of approved Samples at Project site, available for quality- control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated. 2. Manufacturer and product name, and model number if applicable. 3. Number and name of room or space. 4. Location within room or space. 2.4 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. Architect will not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 8 09-16-2022 3. Test and Inspection Reports: Comply with requirements specified in Section 014523 - Testing and Inspecting Services, and individual specifications sections. 4. Contractor’s statement that the Submittal complies with the Construction Documents. B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. C. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. D. Coordination Drawings: Comply with requirements specified in Section 013100 - Project Management and Coordination. E. Certificates: 1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated. 2. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. 3. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. 4. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. 5. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. 6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F. Test and Research Reports: 1. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. 2. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 9 09-16-2022 3. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. 4. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. 5. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. 6. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: a. Name of evaluation organization. b. Date of evaluation. c. Time period when report is in effect. d. Product and manufacturers' names. e. Description of product. f. Test procedures and results. g. Limitations of use. G. Schedule of Tests and Inspections: Comply with requirements specified in Section 014000. H. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 and individual specifications sections. I. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. J. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory-authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 10 09-16-2022 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. 2.5 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. C. Contractor shall not be relieved of responsibility for deviation from requirements of Contract Documents by approval of submittal unless Contractor has specifically informed the Architect/Engineer in writing of such deviation at time of submittal and the Architect/Engineer has given written approval to specific deviation. Approval shall not relieve Contractor of responsibility for errors or omissions in submittals. D. Review and stamp submittals from subcontractors prior to submitting to the Architect/Engineer. 1. Review submittals and indicate where conflicts occur with Contract Documents and with work of other subcontractors. 2. Return submittals which vary significantly from Contract Documents for correction and resubmittal prior to submittal to the Architect/Engineer. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 11 09-16-2022 3. Submittals which vary significantly from Contract Documents and which fail to indicate thorough Contractor review prior to submission will be returned without review. 4. Cursory review and stamping of subcontractor submittal by Contractor shall not be acceptable. 5. Review, approve and submit submittals required by Contract Documents with reasonable promptness and so as to cause no delay in Work or in activities of the Architect/Engineer or of separate contractors. 6. Submit shop drawings for each specification section at the same time to facilitate coordination of related items. a. Submit all formwork shop drawings at the same time. b. Submit reinforcing steel and stressing tendons shop drawings for each floor at the same time. 7. Submittals made by Contractor which are not required by Contract Documents may be returned without action. 8. Submittal represents Contractor has determined and verified materials, field measurements and field construction criteria, and has checked and coordinated information with requirements of Work and of Contract Documents. 3.2 ARCHITECT/ENGINEER'S ACTION A. Architect will review submittals for conformance with Contract Documents and acceptance by Architect covers only such conformance. Effort will be made by Architect to discover errors, but responsibility for accuracy and correction and resubmittal shall be the Contractor's. 1. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. Submittals not required by the Contract Documents may be returned by the Architect/Engineer without action. B. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner’s and Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 15 business days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. a. Allow time for potential rejection and resubmittal. b. If additional data or resubmittals for review are required, the additional time required to prepare and review such data shall be considered to be part of the specified contract duration. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 business days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect, Owner’s consultants, Owner, or other parties is indicated, allow 15 business days for initial review of each submittal. 5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Owner’s consultants, allow 10 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 12 09-16-2022 business days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor. a. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect. 6. Multiple and complex submittals may require additional review time; there shall be no change to the Contract Time or to Contract Amount when such additional review time is required. 7. Review of a separate item shall not indicate acceptance of an assembly in which item functions. C. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked "MAKE CORRECTIONS NOTED”. D. Action Submittals: The Architect/Engineers' comments and required actions by the Contractor will be indicated by notation on the shop drawings and vendor data submittals or by inclusion in the letter of transmittal. The comments of the Architect/Engineer will generally be categorized as follows: 1. "NO EXCEPTION TAKEN": Submittals so noted will generally be categorized as drawings and data which appear to be satisfactory without corrections. "No Exception Taken" indicates acceptance subject to its compatibility with future submittals and additional partial submittals for portions of the work not covered in this submittal. Fabrication, manufacture, or construction may proceed provided it complies with the Contract Documents. 2. "MAKE CORRECTIONS NOTED": This category will cover drawings and vendor data which, with the corrections noted or marked on the submittal, appear to be satisfactory and require no further review by the Architect/Engineer prior to construction. Revised shop drawings reflecting corrections shall be provided upon request. 3. "REVISE AND RESUBMIT": Rejected because of inconsistencies or errors which shall be resolved or corrected by the Contractor prior to subsequent review by the Architect/Engineer. No work shall be fabricated, manufactured or constructed. Submittals so noted will require a corrected resubmittal for one or more of the following reasons: a. Drawings and vendor data require corrections, as noted, prior to final review. b. Drawings and vendor data are incomplete and require more detailed information prior to final review. c. Drawings and vendor data do not meet the specifications. 4. "REJECTED": Submittals so noted do not conform to the Contract Documents and shall not be used for this project. 5. "SUBMIT SPECIFIED ITEM": Submittals so noted cover specific drawings and vendor materials for which there are insufficient data to complete the review. Items so noted shall be submitted for further review. E. Informational Submittals: Architect/Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 13 09-16-2022 F. One marked reproducible copy of shop drawings and vendor data will be returned to the Contractor with appropriate stamps and notations. The Contractor shall, when directed, make indicated changes and corrections, promptly resubmitting the original number of copies as many times as required to obtain acceptance. G. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. H. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp. END OF SECTION FACILITIES AND CONTROLS 015000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY SECTION 015000 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: This section describes temporary construction facilities and temporary controls, including the following: 1. Temporary water 2. Temporary electricity 3. Temporary heating, ventilating, and air conditioning 4. Field offices and sheds 5. Sanitary facilities 6. Construction aids 7. Vehicular Access and Parking 8. Temporary barriers and enclosures 9. Temporary controls 10. Project identification B. Contact governing authorities to establish extent of temporary facilities and temporary controls required by authorities. C. Provide temporary construction facilities and temporary controls as required to conform with applicable authorities and as required to complete Project in accordance with Contract Documents. 1. Temporary facilities shall be approved by the Owner and other authorities having legal jurisdiction. 2. Locate facilities where and as directed and maintain in safe and sanitary condition at all times until completion of Work. 1.2 TEMPORARY UTILITIES A. Temporary Water: Contractor shall arrange and pay costs for water required for construction purposes. 1. Contractor shall furnish and install piping or hose to carry water to every point where needed on Project. All water used on Project shall be non-potable per City Ordinance. B. Temporary Electricity: 1. Provide and maintain temporary electrical power and wiring requirements to facilitate work of trades and services connected with Project. 2. Make application for electric service, arrange for metering, and pay all costs including electric energy used in temporary and permanent electrical facilities until acceptance of Project by the Owner. FACILITIES AND CONTROLS 015000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY 3. Provide adequate temporary lighting for work as required including bright lighting where required to perform quality work. 4. Temporary wiring and electrical facilities shall be in accordance with applicable provisions of OSHA and Electrical Safety Orders of State of California. C. Temporary Heating, Ventilating, and Air Conditioning: 1. Provide and pay all costs for all temporary HVAC in the form of equipment, fuel, and operators which may be required during contract time to provide adequate temperatures for storage, application, and drying of installed materials. 2. Provide temporary closures for windows and doors, and temporary general building ventilation, for proper storage and drying of materials and safe working conditions. 1.3 CONSTRUCTION FACILITIES A. Optional Contractor's Field Office: Contractor may provide field office facilities for Contractor's use as desired as part of Phase 1B, or wait for Phase 2. Contractor's field office shall accommodate a minimum of 10 people, be neat and substantial and all expenses therefor shall be paid by Contractor. Provide the following: 1. Electronic Communication Service: Provide At least one desktop computer in the primary field office adequate for use by Architect and Owner to access Project electronic documents and maintain electronic communications. 2. Internet Service: Broadband modem, router and ISP, equipped with hardware firewall, providing minimum 1.0 Mbps upload and 15 Mbps download speeds at each computer. 3. Internet Security: Integrated software, providing software firewall, virus, spyware, phishing, and spam protection in a combined application. 4. Printer: "All-in-one" unit equipped with printer server, combining color printing, photocopying, scanning, and faxing with automatic document feed, and reduction and enlargement capability, or separate units for each of these functions. Provide paper and supplies recommended by manufacturer as needed by Owner staff. Provide service and warranty as per manufacturer's recommendation at no additional cost to Owner. 5. Computer, IBM compatible with color monitor, printer, and software programs similar to Word, Excel, and MS Project or Primavera Project Planner. 6. Trailer office and furnishings shall remain property of Contractor; remove from site upon completion of contract. 7. Provide 3 duplex outlets in each room and general/conference room spaced evenly in rooms and electrical service ready for use, plus three (3) six-outlet surge protection strips. 8. Provide janitorial service once per week, including trash emptying, floor sweeping, dusting, and window washing. 9. Provide all required service and warranty for each piece of equipment for duration of Project at no additional cost to Owner. 10. Contractor to pay cost of all services and maintenance. FACILITIES AND CONTROLS 015000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY B. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install modem and one land-based telephone line(s) for each field office. 1. Provide additional telephone lines for the following: a. Provide Wi-Fi cell phone access equipment. b. Provide 1 telephone line(s) for Owner's use. c. Provide 1 dedicated to the facsimile machine. C. Sheds: Provide temporary storage sheds or other enclosed temporary structures as required or deemed necessary by the Contractor to protect material and equipment stored on site. Remove same prior to completion of Project. D. Sanitary Facilities: Provide sufficient suitable enclosed chemical toilets, conforming to ANSI Z4.3., with urinal for workmen. Maintain sanitary facilities and enclosures in clean condition throughout construction period. Remove prior to completion of Project. E. Washing Facilities: Provide properly mounted and adequate wash sinks connected to water supply. Locate sinks where directed by Owner. F. Drinking Water Facilities: Provide clean, sanitary and adequate drinking water. 1.4 CONSTRUCTION AIDS A. Construction Elevators, Hoists, and Cranes: Erect, equip, operate, and maintain construction equipment in accordance with applicable status, laws, ordinances, rules, and regulations of authorities having jurisdiction. B. Scaffolding: Provide and maintain scaffolding, staging, runways, and platforms, as needed. 1.5 VEHICULAR ACCESS AND PARKING A. Entrances to Work Site: Contractor and Contractor's employees shall use certain access roads or entrance ways as indicated on plans or as directed by the Owner. 1. Maintain these roads in satisfactory condition during Contract time, and repair damages attributable to work of this Project at intervals as needed. 2. At completion of Contract, roads and entrance ways shall be left in condition at least equal to that existing at start of Contract, except as may be otherwise required by Contract Documents. 1.6 TEMPORARY BARRIERS AND ENCLOSURES A. Barriers: Provide as required to prevent public entry to construction areas, to protect adjacent properties from damage from construction operations, and to protect person from construction operation. 1. Fences: Provide minimum 6'-0" high commercial grade chain link or painted solid wood fence around construction site; equip with gates with locks. 2. Wood fences, barricades, walkways, and similar items shall be painted solid fence FACILITIES AND CONTROLS 015000 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY around construction site; equip with gates with locks. 3. Covered Walkways: Provide lighted covered painted wood walkways if required by governing authorities for public rights-of-way. B. Barricades: Provide as required by governing authorities. 1. Refer to requirements of 2019 California Building Code. 2. Attention is also directed to Safety Orders issued by State of California, Divisions of Industrial Safety. Contractor shall obtain copies of such Safety Orders as are applicable to type of work to be performed, and shall be governed by those requirements in construction operation. 3. Fully inform each subcontractor and material supplier as to requirements of applicable Safety Orders. C. Tree and Plant Protection: Provide barriers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. D. Temporary Enclosures: 1. Provide temporary weather-tight closures for exterior openings to maintain acceptable workable conditions, for protection for materials, for temporary heating, and to prevent entry of unauthorized persons. 2. Provide enclosures with doors having self-closing hardware and locks. E. Security Measures: Contractor is responsible for security of site and buildings involved in this Project during entire time of Contract. 1. Make good damages to work and loss of materials due to vandalism or theft, within this responsibility. 1.7 TEMPORARY CONTROLS A. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, in accordance with requirements of Authorities Having Jurisdiction. B. Dewatering Excavations: Provide and operate drainage and pumping equipment; maintain excavations and site free of standing water. Do not use foundation excavation for drainage. 1. Divert water from excavations insofar as is practicable. Do not use footing excavations for drainage trenches. Remove water from excavations by pumping. 2. Provide pumps, well points, piping, and hoses or a combination of these, as may be required, to keep excavations dry and to carry the water off the site. 3. Continue de-watering operations until concrete and backfill are placed. 4. No debris, soil, silt, sand, rubbish, oil, cement washing, etc., shall be allowed to enter into or placed so that it may be washed by rainfall or runoff into storm drains or surface drains in sufficient quantities to cause damage to or have deleterious effect upon the drainage system, or to fish or wildlife at the site, adjacent areas, or streams to which the drainage system is a tributary. FACILITIES AND CONTROLS 015000 - 5 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY C. Noise, Dust and Pollution Control: 1. Provide materials and equipment necessary to comply with local requirements for noise, dust and pollution control. 2. Use water wagons or spray from hoses to control dust created by work operations in areas on Owner property during entire period of this Contract as directed by Owner. 3. Satisfactorily control dust created by operations on property used, other than Owner property, to satisfaction of all concerned. D. Fire Protection: Maintain on-site fire protection facilities as required by applicable authorities and insurance requirements. E. Protection of Existing Utilities: Protect existing utility lines from damage which are not specified to be altered by Work of the Contract. 1. Repair or replace utilities damaged to condition equal to that existing prior to commencing Work of Contract. 1.8 PROJECT IDENTIFICATION A. Provide and maintain Project sign at location approved by the Owner. B. Project Sign: Provide a 4 feet by 8 feet project identification sign of wood frame and exterior grade plywood construction, painted with exhibit lettering by professional sign painter. 1. Information and Design: As furnished by Owner where requested, provide proposed design to Owner for approval. 2. List title of project, names of Owner, Architect, professional consultants, and Contractor. C. Erect sign within 30 calendar days after Notice to Proceed. Sign will remain property of Contractor and shall be removed upon completion of Work. D. No other signs or advertising will be permitted, except that Contractor's name may be placed on his field office. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION TEMPORARY EROSION AND SEDIMENT CONTROL 015713 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 5713 TEMORARY EROSION AND SEDIMENT CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Prevention of erosion due to construction activities. B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. C. Restoration of areas eroded due to insufficient preventive measures. D. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 03 3000 - Cast-in-Place Concrete: Concrete for temporary and permanent erosion control structures indicated on drawings. B. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355/D4355M - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc Type Apparatus; 2014. B. ASTM D4491/D4491M - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2014). C. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2014). D. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. E. ASTM D4632/D4632M - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2015a. F. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. G. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). 1.4 SUBMITTALS A. See Section 01 3300 - Submittals, for submittal procedures. B. Sustainable Design Documentation: Submit documentation required in this section in accordance with requirements specified in Section 01 3329.02. C. Erosion and Sedimentation Control Plan: 1. Include: TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soils, vegetation, or drainage. b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures. c. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil loss predictions, and proposed preventive measures. d. Schedule of temporary preventive measures, in relation to ground disturbing activities. e. Other information required by law. f. Format required by law is acceptable, provided any additional information specified is also included. 2. Obtain the approval of the Plan by authorities having jurisdiction. 3. Obtain the approval of the Plan by City. D. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers. E. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished. F. Maintenance Instructions: Provide instructions covering inspection and maintenance for temporary measures that must remain after Substantial Completion. PART 2 - PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. 4. Cutback asphalt. 5. Polyethylene film, where specifically indicated only. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491/D4491M. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355/D4355M after 500 hours exposure. 4. Tensile Strength: 100 pounds-force, minimum, in cross-machine direction; 124 pounds- force, minimum, in machine direction; when tested in accordance with ASTM D4632/D4632M. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632/D4632M. 6. Tear Strength: 55 pounds-force, minimum, when tested in accordance with ASTM D4533. 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 20 feet, minimum. 2. Length: 50 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences. 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the top of the slope or top bank of drainage channels and swales that traverse disturbed areas. c. Along the toe of cut slopes and fill slopes. d. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. e. Across the entrances to culverts that receive runoff from disturbed areas. 2. Space sediment barriers with the following maximum slope length upslope from barrier: a. Slope of Less Than 2 Percent: 100 feet.. b. Slope Between 2 and 5 Percent: 75 feet. c. Slope Between 5 and 10 Percent: 50 feet. d. Slope Between 10 and 20 Percent: 25 feet. e. Slope Over 20 Percent: 15 feet. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face area; use one piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to prevent dislodging; orient cores of blocks so runoff passes into inlet. 2. Straw bale row blocking entire inlet face area; anchor into pavement. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo E. Storm Drain Drop Inlet Sediment Traps: As detailed on drawings. F. Temporary Splash Pads: Stone aggregate over filter fabric; size to suit application; provide at downspout outlets and storm water outlets. G. Soil Stockpiles: Protect using one of the following measures: 1. Cover with polyethylene film, secured by placing soil on outer edges. 2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay. H. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. 2. Asphalt: Use only where no traffic, either vehicular or pedestrian, is anticipated. I. Temporary Seeding: Use where temporary vegetated cover is required. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1 1/2 to 3 1/2 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Embed bottom of fabric in a trench on the upslope side of fence, with 2 inches of fabric laid flat on bottom of trench facing upslope; backfill trench and compact. 7. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 8. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Temporary Seeding: 1. When hydraulic seeder is used, seedbed preparation is not required. 2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate. 3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft. 5. Incorporate fertilizer into soil before seeding. 6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep. 7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion. 8. Repeat irrigation as required until grass is established. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer. B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section 01 5713 PRODUCT REQUIREMENTS 016000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 016000 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Basic requirements for materials and equipment. B. Related Requirements: Contract Conditions, and Division 1 - General Requirements contain information and requirements that apply to this Section. 1.2 MATERIAL AND EQUIPMENT A. Material and equipment incorporated into the Work: 1. Condition: New, unused, unless otherwise shown. 2. Standards: Conform to applicable specifications and standards. 3. Utility: Comply with size, make, type and quality specified. 4. Manufactured and Fabricated Products: a. Design, Fabrication and Assembly: In accord with the best engineering and shop practices. b. Interchangeability: Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable. Two or more items of the same kind shall be identical, by the same manufacturer. c. Equipment Capacities, Sizes and Dimensions: As shown or specified unless variations are specifically approved in writing. d. Features: Include all features that are listed in the manufacturer's catalog as standard, unless otherwise shown. 1) Options: Include when shown or specified. 5. Usage: Do not use material or equipment for any purpose other than that for which it is designed or specified. 1.3 REUSE OF EXISTING MATERIAL A. General: Except as specifically indicated or specified, materials and equipment removed from an existing structure shall not be used in the completed Work. B. Reuse: Use special care in removal, handling, storage and reinstallation to assure proper function in the completed Work. 1. Temporary Storage: Arrange for transportation, storage and handling of products which require off-site storage, restoration or renovation. PRODUCT REQUIREMENTS 016000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1.4 MANUFACTURER'S INSTRUCTIONS A. Instructions, Recommendations: When Contract Documents require that installation of products shall comply with manufacturer's instructions, recommendations, etc., obtain and distribute copies of such instructions to parties involved in the installation. 1. Records: Maintain one set of complete instructions at the job site during installation and until completion. B. Workmanship: Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with the Architect/Engineer for further instructions. 2. Do not proceed with work without clear instructions. C. Installation: Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by Contract Documents. 1.5 TRANSPORTATION AND HANDLING A. Deliveries: Arrange deliveries in accordance with construction schedules; coordinate to avoid conflict with work and conditions at the site. 1. Care: Deliver in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. 2. Inspection: Immediately on delivery, inspect shipments to assure compliance with requirements of Contract Documents and approved submittals, and that Products are properly protected and undamaged. B. Workmanship: Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. 1.6 STORAGE AND PROTECTION A. General: Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Protection: Store products subject to damage by the elements in weathertight enclosures. 2. Storage Conditions: Maintain temperature and humidity within the ranges required by manufacturer's instructions. B. Exterior Storage: Do not unreasonably encumber the project site with materials or equipment. 1. Protection: Store products, lumber, etc. above the ground, on blocking or skids, prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings, provide adequate ventilation to avoid condensation. 2. Granular Materials: Store loose granular materials in a well-drained area on solid PRODUCT REQUIREMENTS 016000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo surfaces to prevent mixing with foreign matter. C. Examination: Arrange storage in a manner to provide easy access for examination. Make periodic examinations of stored products to ensure that products are maintained under specified conditions, and free from damage or deterioration. D. Protection after Installation: Provide substantial coverings, caution markers and barriers as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition. C. Cutting and patching. D. Surveying for laying out the work. E. Cleaning and protection. F. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B. Section 01 5000 - Temporary Facilities and Controls: Temporary exterior enclosures. C. Section 01 5713 - Temporary Erosion and Sediment Control: Additional erosion and sedimentation control requirements. D. Section 02 4100 - Demolition: Demolition of whole structures and parts thereof; site utility demolition. 1.3 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.4 SUBMITTALS A. See Section 01 3300 - Submittals, for submittal procedures. B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work. 1. On request, submit documentation verifying accuracy of survey work. 2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and locations of the work are in compliance with Contract Documents. 3. Submit surveys and survey logs for the project record. C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. 1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences. Include design drawings and calculations for bracing and shoring. 2. Identify demolition firm and submit qualifications. 3. Include a summary of safety procedures. D. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 2 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of City or separate Contractor. 6. Include in request: a. Identification of Project. b. Location and description of affected work. c. Necessity for cutting or alteration. d. Description of proposed work and products to be used. e. Effect on work of City or separate Contractor. f. Written permission of affected separate Contractor. g. Date and time work will be executed. 1.5 QUALIFICATIONS A. For surveying work, employ a land surveyor registered in California and acceptable to Architect/Engineer. Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained and experienced in collecting and recording accurate data relevant to ongoing construction activities, B. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in California. Employ only individual(s) trained and experienced in establishing and maintaining horizontal and vertical control points necessary for laying out construction work on project of similar size, scope and/or complexity. C. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in California. 1.6 PROJECT CONDITIONS A. Use of explosives is not permitted. B. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. C. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. D. Perform dewatering activities, as required, for the duration of the project. E. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. F. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. G. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. H. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1.7 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 3 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After City occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of City's activities. PART 2 PRODUCTS 2.1 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000 - Product Requirements. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 4 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.3 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify Architect/Engineer of any discrepancies discovered. C. Protect survey control points prior to starting site work; preserve permanent reference points during construction. D. Promptly report to Architect/Engineer the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect/Engineer. F. Utilize recognized engineering survey practices. G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Building foundation, column locations, ground floor elevations. H. Periodically verify layouts by same means. I. Maintain a complete and accurate log of control and survey work as it progresses. 3.4 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.5 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as indicated. 2. Report discrepancies to Architect/Engineer before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 5 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. E. Adapt existing work to fit new work: Make as neat and smooth transition as possible. F. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. G. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. H. Clean existing systems and equipment. I. Remove demolition debris and abandoned items from alterations areas and dispose of off- site; do not burn or bury. J. Do not begin new construction in alterations areas before demolition is complete. K. Comply with all other applicable requirements of this section. 3.6 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 6 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-complying work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents. H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated element. J. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.7 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.8 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 7 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible. 3.9 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.10 FINAL CLEANING A. Use cleaning materials that are nonhazardous. B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Clean filters of operating equipment. F. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.11 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion. C. Notify Architect/Engineer when work is considered ready for Architect/Engineer's Substantial Completion inspection. D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect/Engineer's Substantial Completion inspection. E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect/Engineer's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect/Engineer. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 8 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to City-occupied areas. G. Notify Architect/Engineer when work is considered finally complete and ready for Architect/Engineer's Substantial Completion final inspection. H. Complete items of work determined by Architect/Engineer listed in executed Certificate of Substantial Completion. End of Section 01 7000 RESTORATION OF IMPROVEMENTS 017135- 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 7135 RESTORATION OF IMPROVEMENTS PART 1 - GENERAL 1.1 Structures A. The Contractor shall carefully cut and or remove such existing structures, utilities, and improvements as required to complete the work, including but not limited to: curbs, gutters, pipelines, sidewalks and utility poles, as may be necessary for the performance of the work and shall rebuild the structures thus removed in as good a condition as found. The Contractor shall also repair existing structures or improvements, which may be damaged as a result of the work under this contract. 1.2 Roads and Streets A. Unless otherwise specified, roads and streets in which the surface is removed, broken, or damaged, or in which the ground has caved or settled during the work under this contract, shall be resurfaced and brought to the original grade and section by the Contractor. Roadways used by the Contractor shall be cleaned and repaired to local and State Standards. Before resurfacing material is placed, edges of pavements shall be trimmed back far enough to provide clean solid, saw-cut vertical faces, and shall be free of loose material. 1.3 Cultivated Areas and Other Surface Improvements A. Cultivated or planted areas and other surface improvements which are damaged by actions of the Contractor shall be restored to their original condition or better. B. Existing guard posts, barricades, and fences shall be protected and replaced if damaged. C. Special attention shall be given to avoid trees, bushes and shrubs not indicated for removal. 1.4 Protection of Existing Installations A. The Contractor shall immediately correct or replace existing equipment, controls or systems that are damaged as a result of his operations. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED End of Section 01 7135 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CLEANING 017410 - 1 09-16-2022 SECTION 017410 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Perform cleaning and disposal work as specified, complete. This Section forms a part of all other Sections of the specifications and shall be coordinated with such additional cleaning and disposal requirements as may be specified in other Sections. 1.2 GENERAL CLEANING REQUIREMENTS A. Contractor shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work, or the employees or work of any subcontractor and at the completion of the Work shall remove all rubbish from and about the building and all his and his subcontractors' tools, scaffolding and surplus materials and shall leave the work "broom clean", or its equivalent, except as hereinafter specified. B. In case of dispute between the Contractor and other contractors employed on or about the structure or structures upon which the work is to be done, as to responsibility for the removal of the rubbish, etc., or in case the debris is not promptly removed as herein required, the Owner may remove rubbish, etc., and backcharge the Contractor. C. Streets, alleys, and parking areas adjacent to project site shall be kept clean by sweeping or watering, from all dirt and debris generated from earthwork and other construction activities on the project site at all time. 1.3 CLEANING DURING CONSTRUCTION A. Keep Project area, city streets, and site clean and orderly to satisfaction of Owner. Remove dirt, debris, waste, rubbish and disused implements and equipment frequently and do not allow items to accumulate more than 24 hours. B. Control accumulation of waste, materials and rubbish; dispose of off-site at intervals approved by Owner. 1. Keep work and storage areas clean and free of rubbish; perform special protective and clean-up work within one day of being so notified by the Owner. 2. Do not store flammable or toxic materials in structures. C. Dispose of trash resulting from Work, off Owner's property as it accumulates; pay fees required for use of public dumps; burning on Owner's property is prohibited. Contractor shall arrange for their own refuse containers. D. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CLEANING 017410 - 2 09-16-2022 1.4 FINAL CLEANING A. In addition to the requirements specified above, Contractor shall thoroughly clean the inside and outside of the structures, (within contract limits) including all fixtures, equipment, walls, ceilings, floors and hardware. This shall include thorough cleaning of roofs, opening ledges and sills, horizontal projections, exterior steps and platforms, drainage systems, walkways, rails and other surfaces. B. Dust, dirt, stains, hand marks, paint spots, plaster droppings and like defects shall be completely removed from the surfaces. Metal surfaces shall be cleaned and polished, using only non-corrosive and non-abrasive materials. Ceramic surfaces shall be washed and glazed surfaces polished. C. Fixtures and Equipment: Plumbing fixtures and like items shall be cleaned and polished. Lighting fixtures shall be free of dust, dirt, stains, or waste material. Equipment and machinery shall be cleaned, serviced and left ready for use. D. Glass shall be washed and polished on both sides and left free of dirt, marks, labels or spots. E. Floors: Exposed surfaces of concrete floors and paving units of all types shall be washed and mopped dry, free of streaks or stains. Resilient flooring shall be freshly waxed and buffed as specified in the Specifications section. F. General Site: Sweep all paved areas and rake clean all landscaped surfaces. G. Final Inspection: Any deficient cleaning operations, as determined by the Owner, shall be immediately corrected as directed. 1.5 DISPOSAL A. Under no circumstances shall rubbish or waste material be disposed of in fill or backfill. All debris, rubbish and waste or surplus material shall be removed from the Owner's property daily and legally disposed of. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SECTION INCLUDES A. Administrative and procedural requirements for the following: 1. Salvaging non-hazardous demolition and construction waste. 2. Recycling non-hazardous demolition and construction waste. 3. Disposing of non-hazardous demolition and construction waste. 1.3 WASTE MANAGEMENT GOALS FOR THE PROJECT A. The Owner has established that this Project shall minimize the creation of construction and demolition waste on the job site. Contributing factors include over-packaging, ordering error, poor planning, improper storage, breakage, mishandling, and contamination. Recycle as many of the waste materials as economically feasible. Minimize waste sent to landfills. B. Diversion Goals: A minimum of 50% of total project waste shall be diverted from landfill. The following waste categories, at a minimum, shall be diverted from landfill through recycling or salvage: 1. Clean dimensional wood, pallet wood 2. Plywood, OSB, and particleboard 3. Concrete 4. Cardboard, paper, packaging 5. Metals 6. Paint 7. Plastics 8. Beverage containers C. Salvage may include donations of materials to charitable organizations. 1.4 PERFORMANCE GOALS A. Use sustainable or renewable materials. 1. Select Forest Stewardship Council (FSC) certified wood products for framing, flooring, finishes, furnishings and temporary construction applications such as bracing, concrete formwork and pedestrian barriers. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Select rapidly renewable materials that sustainably replenish themselves in a less than 10-year cycle (e.g. linoleum: cork and linseed). 3. Select materials that minimize damage to natural habitats. B. Use resources efficiently. 1. Reuse existing building materials from demolished buildings where possible. 2. Select materials that use resources efficiently. 3. Use construction practices that achieve the most efficient use of resources and materials. 4. Recycle minimum 50% (by weight) of construction, demolition and land-clearing debris. 5. Select recycled content materials (target is 20% of building materials that contain in aggregate a minimum average the post-consumer recycled content and 50% post-industrial recycled content). 6. Select materials that can be recycled at the end of their useful life (e.g. metal products, etc.). C. Use durable materials. 1. Select materials with the longest usable life. 2. Select materials with the least burdensome maintenance requirements. 1.5 SUBMITTALS A. Waste Management Plan: Within 1 week of contract award, the Contractor shall submit to the Owner a Waste Management Plan. The Plan shall contain the following: 1. Designation of the party who will implement the plan 2. Analysis of the estimated job-site waste to be generated, including types and quantities 3. Proposed Alternatives to Landfilling: a list of each material planned to be salvaged or recycled during the course of the Project and the proposed destination of each material B. Progress Reports: Submit bi-monthly, a Waste Management Progress Report. The report shall contain the following information: 1. Project title, name of company completing report, and dates of period covered by the report 2. Amount (in tons or cubic yards) of material landfilled from the Project and identity of the landfill 3. For each material recycled or salvaged from the Project, provide the following: a. Amount (in tons or cubic yards) b. Date(s) removed from the job site c. Receiving party d. Cost: Bin rental, hauling, and facility fees e. What was done with the material 4. Include legible copies of on-site logs, manifests, weight tickets, and receipts. Manifests shall be from recycling and/or disposal site operators who can legally accept the materials for the purpose of reuse, recycling, or disposal. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo C. Project Completion Report: 1. Submit a letter at project close out tabulating the total waste material, quantities diverted and the means by which diverted, and declaring that the waste management goal has been met. Calculations may be done by weight or volume, but must be consistent throughout. D. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. 1.6 PROJECT MEETINGS A. Waste management plans and implementation shall be discussed at the following meetings: 1. Pre-bid meeting 2. Pre-construction meeting 3. Regular job-site meetings 1.7 QUALIFIED CONSTRUCTION WASTE RECYCLING SERVICES A. Construction waste shall be delivered to appropriate, qualified recycling services PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION 3.1 WASTE MANAGEMENT PLAN IMPLEMENTATION A. Coordinate waste materials handling and separation for all trades, and document results of the Waste Management Plan. B. Provide separation, handling, transportation, recycling, salvage, and landfilling for all demolition and waste materials. C. Designate a specific area for separation of material for salvage and recycling. Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination or mixing materials. D. Maintain an on-site log, which includes for each load of materials removed from site: type of material, load volume and/or weight, recycling/hauling service, date accepted by recycling service or landfill, and facility fee. E. Do not handle, separate, store, salvage, or recycle hazardous materials with other materials. Follow material-specific instructions any hazardous materials. Contact Project Manager if no instructions are evident. F. Training: Train workers, subcontractors, and suppliers on proper waste management CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo procedures, as appropriate for the Work occurring at Project site. 1. Distribute waste management plan to everyone concerned within three days of submittal return. 2. Distribute waste management plan to entities when they first begin work on- site. Review plan procedures and locations established for salvage, recycling, and disposal. G. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. 2. Comply with Section 015000 for controlling dust and dirt, environmental protection, and noise control. 3.2 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Transport waste materials off Owner's property and legally dispose of them. END OF SECTION BSD - DEMOLITION 024100 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 02 4100 DEMOLITION PART 1 GENERAL 1.1 SECTION INCLUDES A. Building demolition. B. Selective demolition of built site elements. C. Salvage of built site elements. D. Abandonment and removal of existing utilities and utility structures. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor. C. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. D. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation. E. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring. F. Section 31 2323 - Fill: Fill material for filling holes, pits, and excavations generated as a result of removal operations. 1.3 REFERENCE STANDARDS A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition. B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.1 SCOPE A. Remove entire building structure as called for on plans. B. Remove paving and curbs as required to accomplish new work and as shown on plans. C. Within area of new construction, remove foundation walls and footings. D. Remove other items indicated, for salvage, relocation, and recycling. 3.2 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Comply with applicable requirements of NFPA 241. BSD - DEMOLITION 95% CONSTRUCTION DOCUMENTS 024100 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 4. Provide, erect, and maintain temporary barriers and security devices. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from City. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. D. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. E. If hazardous materials are discovered during removal operations, stop work and notify Architect/Engineer and City; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. F. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface. 3.3 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to City. E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to City. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 3.4 SALVAGE OF MATERIALS A. Historical Items 1. Any and all historical items found shall be carefully collected and returned to the City as stated in the Conditions of Approval. BSD - DEMOLITION 95% CONSTRUCTION DOCUMENTS 024100 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3.5 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. End of Section SELECTIVE STRUCTURE DEMOLITION 024119- 1 09-16-2021 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 02 4119 SELECTIVE STRUCTURE DEMOLITION PART 1 GENERAL 1.1 SECTION INCLUDES A. Building demolition excluding removal of hazardous materials and toxic substances. B. Selective demolition of built site elements. C. Selective demolition of building elements for alterations purposes. 1.2 RELATED SECTIONS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor. C. Section 01 5000 - Construction Facilities and Temporary Controls: Site fences, security, protective barriers, and waste removal. D. Section 01 5713 - Temporary Erosion and Sediment Control. E. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation. F. Section 01 7135 - Restoration of Improvements 1.3 PROJECT CONDITIONS A. Minimize production of dust due to demolition operations; do not use water if that will result in sedimentation of public waterways or storm sewers, or other pollution. PART 3 EXECUTION 2.1 SCOPE A. Remove the entire building structure as called for on plans. B. Verify that affected utilities have been disconnected and capped before commencing selective demolition operations. C. Review Project Record Documents of existing construction or existing conditions. D. Verify that hazardous materials have been remediated before proceeding with building demolition operations. E. Survey of Existing Conditions: Record existing conditions with measured drawings or preconstruction photographs. F. Remove other items indicated, for salvage, relocation, and recycling. 2.2 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Comply with applicable requirements of NFPA 241. SELECTIVE STRUCTURE DEMOLITION 95% CONSTRUCTION DOCUMENTS 024119- 2 06-08-2021 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 4. Provide, erect, and maintain temporary barriers and security devices. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from City. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. D. If hazardous materials are discovered during removal operations, stop work and notify Architect/Engineer and City; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. E. Perform demolition in a manner that maximizes salvage and recycling of materials. 1. Dismantle existing construction and separate materials. 2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse. 2.3 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to City. E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to City. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 2.4 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. SELECTIVE STRUCTURE DEMOLITION 95% CONSTRUCTION DOCUMENTS 024119- 3 06-08-2021 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Report discrepancies to Architect/Engineer before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. If rotted wood, corroded metals, or deteriorated masonry or concrete are uncovered in the work not indicated to be removed, notify Architect/Engineer and City. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as indicated. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. 4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work 2.5 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Remove from site all materials not to be reused on site. C. Leave site in clean condition, ready for subsequent work. D. Clean up spillage and wind-blown debris from public and private lands. End of Section BSD – SITE CLEARING 311000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 31 1000 SITE CLEARING PART 1 GENERAL 1.1 SECTION INCLUDES A. Clearing and protection of vegetation. B. Removal of existing debris. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. C. Section 01 7419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling. D. Section 02 4100 - Demolition: Removal of built elements and utilities. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.1 SITE CLEARING A. Minimize production of dust due to clearing operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. 3.2 EXISTING UTILITIES AND BUILT ELEMENTS A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Protect existing structures and other elements that are not to be removed. 3.3 VEGETATION A. Scope: Remove trees, shrubs, brush, and stumps as shown in the Landscape tree plan. B. Do not begin clearing until vegetation to be relocated has been removed. C. Do not remove or damage vegetation beyond the limits indicated on drawings. D. Install substantial, highly visible fences at least 3 feet high to prevent inadvertent damage to vegetation to remain: 1. At vegetation removal limits. 2. Around trees to remain within vegetation removal limits; locate no closer to tree than at the drip line. E. Vegetation Removed: Do not burn, bury, landfill, or leave on site, except as indicated. 1. Chip, grind, crush, or shred vegetation for mulching, composting, or other purposes; preference should be given to on-site uses. BSD – SITE CLEARING 95% CONSTRUCTION DOCUMENTS 031100 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Trees: Sell if marketable; if not, treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches. 3. Existing Stumps: Treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches. 4. Sod: Re-use on site if possible; otherwise sell if marketable, and if not, treat as specified for other vegetation removed. 5. Fill holes left by removal of stumps and roots, using suitable fill material, with top surface neat in appearance and smooth enough not to constitute a hazard to pedestrians. F. Restoration: If vegetation outside removal limits or within specified protective fences is damaged or destroyed due to subsequent construction operations, replace at no cost to City. 3.04 DEBRIS A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. End of Section TEMPORARY BMP’S AND EROSION CONTROL 312300 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 8 Section 31 2300 TEMPORARY BMP’S AND EROSION CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Provide and implement Temporary BMP's. B. Prevention of erosion due to construction activities. C. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. D. Restoration of areas eroded due to insufficient preventive measures. E. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007. B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2009). C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2008. E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; current edition. 1.4 PERFORMANCE REQUIREMENTS A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2009-009-DWQ Construction General Permit (CGP) and it's amendments, whether the project is required by law to comply or not. B. Also comply with all more stringent requirements of State of California Erosion and Sedimentation Control Manual. C. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less. 2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years. D. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project. 1. Control movement of sediment and soil from temporary stockpiles of soil. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. E. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soil from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements. 4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. F. Open Water: Prevent standing water that could become stagnant. G. Maintenance: Maintain temporary preventive measures until permanent measures have been established. 1.5 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. PART 2 PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure. 4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D4632. 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632. 6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Silt Fence Posts: One of the following, minimum 5 feet long: 1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot. 2. Softwood, 4 by 4 inches in cross section. 3. Hardwood, 2 by 2 inches in cross section. E. Fiber Rolls: 9" Diameter wheat, encased in jute netting, or an approved equal. F. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 10 feet, minimum. 2. Length: 25 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences or straw wattles. 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the toe of cut slopes and fill slopes. c. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Gravel bags oriented to filter sediments from the direction of flows. 2. Premanufactured sedimentation rolls/socks placed per the manufacturer's recommendations for storm drain inlet protection procedures. E. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. F. Temporary Seeding: Use where temporary vegetated cover is required. G. Good housekeeping procedures as required by the General Permit. H. Specified material delivery and storage area with adequate containment measures, as required in the General Permit. I. Concrete waste cleanout measures as required by the General Permit. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo J. Maintenance of Best Management Practices as required by the General Permit. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 7. Fasten fabric to wood posts using one of the following: a. Four 3/4 inch diameter, 1 inch long, 14 gage nails. b. Five 17-gage staples with 3/4 inch wide crown and 1/2 inch legs. 8. Fasten fabric to steel posts using wire, nylon cord, or integral pockets. 9. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Straw Wattles: 1. Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill. 2. Install bales so that bindings are not in contact with the ground. 3. Embed bales at least 4 inches in the ground. 4. Anchor bales with at least four stakes per bale, driven at least 18 inches into the ground; drive first stake in each bale toward the previously placed bale to force bales together. 5. Fill gaps between ends of bales with loose straw wedged tightly. 6. Place soil excavated for trench against bales on the upslope side of the row, compacted. 7. Install Wattles per the Manufacturer's recommendations. D. Mulching Over Small and Medium Areas: 1. Dry Straw and Hay: Apply 4 to 6 inches depth. 2. Wood Waste: Apply 2 to 3inches depth. 3. Erosion Control Matting: Comply with manufacturer's instructions. E. Temporary Seeding: 1. When hydraulic seeder is used, seedbed preparation is not required. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate. 3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft. 4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft. 5. Incorporate fertilizer into soil before seeding. 6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep. 7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion. 8. Repeat irrigation as required until grass is established. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Straw Wattles: 1. Promptly replace bales that fall apart or otherwise deteriorate unless need has passed. 2. Remove silt deposits that exceed one-half of the height of the bales. 3. Repair bale rows that are undercut by runoff or otherwise damaged, whether by runoff or other causes. E. Clean out temporary sediment control structures weekly and relocate soil on site. F. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section STORM WATER POLLUTION PREVENTION 312301 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 31 2301 STORM WATER POLLUTION PREVENTION PART 1 GENERAL 1.1 SECTION INCLUDES A. Implement approved SWPPP (Storm Water Pollution Prevention Plan), uploaded to SMARTS (Stormwater Multi-Application & Reports Tracking System). B. Coordination with the City’s QSP (Qualified SWPPP Practitioner) C. Implement the approved SWPPP (Storm Water Pollution Prevention Plan) D. Provide, implement and maintain Temporary BMP's as shown on the Erosion Control Plan in the drawings. E. Prevention of erosion due to construction activities. F. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. G. Restoration of areas eroded due to insufficient preventive measures. H. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007. B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2009). C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2008. E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; current edition. 1.4 PERFORMANCE REQUIREMENTS A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2009-009-DWQ Construction General Permit (CGP) and it's amendments. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo B. Contractor shall coordinate and schedule with the City to have the Cityt's hired Qualified SWPPP Practitioner, (QSP), onsite during construction as required by the General Permit. C. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits. 1. Obtain and pay for permits and provide security required by authority having jurisdiction. 2. City will withhold payment to Contractor equivalent to all fines resulting from non- compliance with applicable regulations. D. Provide to City a Performance Bond covering erosion and sedimentation preventive measures only, in an amount equal to 100 percent of the cost of erosion and sedimentation control work. E. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs. F. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. 1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less. 2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years. G. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project. 1. Control movement of sediment and soil from temporary stockpiles of soil. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. H. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soil from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements. 4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. I. Open Water: Prevent standing water that could become stagnant. J. Maintenance: 1. Maintain temporary preventive measures until permanent measures have been established. 2. Address any issues or deficiencies identified during the QSP's site inspections in a timely manner. 1.5 SUBMITTALS A. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PART 2 PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure. 4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D4632. 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632. 6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533. 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Silt Fence Posts: One of the following, minimum 5 feet long: 1. Hardwood, 2 by 2 inches in cross section. E. Fiber Rolls: 12" Diameter wheat, encased in jute netting, or an approved equal. F. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 10 feet, minimum. 2. Length: 25 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences or straw wattles. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the toe of cut slopes and fill slopes. c. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Gravel bags oriented to filter sediments from the direction of flows. 2. Premanufactured sedimentation rolls/socks placed per the manufacturer's recommendations for storm drain inlet protection procedures. E. Soil Stockpiles: Protect using one of the following measures: 1. Cover with polyethylene film, secured by placing soil on outer edges. 2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay. F. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. G. Good housekeeping procedures as required by the General Permit. H. Specified material delivery and storage area with adequate containment measures, as required in the General Permit. I. Concrete waste cleanout measures as required by the General Permit. J. Maintenance of Best Management Practices as required by the General Permit. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 7. Fasten fabric to wood posts using one of the following: a. Four 3/4 inch diameter, 1 inch long, 14 gage nails. b. Five 17-gage staples with 3/4 inch wide crown and 1/2 inch legs. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 8. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Mulching Over Small and Medium Areas: 1. Dry Straw and Hay: Apply 4 to 6 inches depth. 2. Wood Waste: Apply 2 to 3inches depth. 3. Erosion Control Matting: Comply with manufacturer's instructions. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Clean out temporary sediment control structures weekly and relocate soil on site. E. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan prepared for City of San Luis Obispo Public Works Department 919 Palm Street San Luis Obispo, California 93401 prepared by Rincon Consultants, Inc. 1530 Monterey Street, Suite D San Luis Obispo, California 93401 June 2022 Please cite this report as follows: Montgomery, Courtney, Ashley Losco, Ken Victorino, Christopher Duran, Christopher Bersbach, and Shawn Decker 2022 Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan, San Luis Obispo County, California. Rincon Consultants Project No. 22-12836. Report on file at Rincon Consultants, Inc. 180 North Ashwood Avenue Ventura, California 93001 Table of Contents Phase 1B & Phase 2 Mitigation and Monitoring Plan i Table of Contents 1 Introduction ....................................................................................................................................1 Project Location and Description ..................................................................................... 10 Environmental Resource Sensitivity .................................... Error! Bookmark not defined. 2 Plan Check Requirements ............................................................................................................ 15 3 Monitoring Requirements ........................................................................................................... 21 4 Archaeological Testing Requirements ......................................................................................... 24 5 Resource Discovery Plan .............................................................................................................. 25 Discovery of Archaeological Resources ........................................................................... 25 Discovery of Human Remains .......................................................................................... 26 Discovery of Paleontological Resources .......................................................................... 26 6 Reporting of Monitoring Results and Curation Finds .................................................................. 27 Reporting of Archaeological Monitoring Results ............................................................. 27 Curation of Archaeological Finds ..................................................................................... 27 Reporting of Paleontological Monitoring Results ............................................................ 27 Curation of Paleontological Resources ............................................................................ 28 7 References ................................................................................................................................... 29 Figures Figure 1 Project Location Depicted on Topographic Background ................................................. 11 City of San Luis Obispo Cultural Arts District Parking Structure Project ii This page intentionally left blank. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 1 1 Introduction Rincon Consultants, Inc. (Rincon) was retained by the City of San Luis Obispo (City) to provide Mitigation Monitoring and Reporting Program (MMRP) compliance services in support of Phase 1B and Phase 2 of the Cultural Arts District Parking Structure Project (formerly known as the Palm Nipomo Parking Structure) in San Luis Obispo, California. The Mitigation and Monitoring Plan (MMP) will address the details, timing, and responsibility of all required mitigation monitoring activities. The current Phase 1A of the Cultural Arts District Parking Structure Project (project) consists of undergrounding existing dry utilities in preparation for the main phases of construction. Phase 1B consists of demolition and site preparation and Phase 2 consists of construction of the parking structure and surrounding site improvements. Phase 1B and Phase 2 are subject to mitigation requirements outlined in the Final EIR for the Palm Nipomo Parking Structure Project adopted by the City Council in July 2018 (2018 Final EIR; City of San Luis Obispo 2018). The City intends to submit for building permit approval for all project phases in June 2022 and intends to commence Phase 1B in early 2023 and Phase 2 in Fall 2023. This MMP was prepared by Rincon Consultants, Inc. (Rincon) in compliance with the Mitigation Monitoring and Reporting Program prepared in support of the 2018 Final EIR for the Palm Nipomo Parking Structure Project. The Mitigation Monitoring and Reporting Program includes the following mitigation measures for Aesthetics, Air Quality, Biological Resources, Cultural Resources, Geology and Soils, Hazards and Hazardous Materials, Historic Resources, Noise, Paleontological Resources, and Transportation: AESTHETICS/VISUAL RESOURCES 1. Prior to issuance of building permits, the applicant shall prepare and submit a comprehensive lighting plan for Architectural Review Committee review and approval. The lighting plan shall be consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall address all aspects of the lighting, including but not limited to all buildings, infrastructure, driveways, paths, plazas, safety, and signage. The lighting plan must include identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting, and a photometric map must be provided. The lighting plan shall include the following: a. The point source of all exterior lighting shall be shielded from offsite views b. Light trespass from exterior lights shall be minimized by directing light downward and utilizing cut-off fixtures or shields c. Lumination from exterior lights shall be the lowest level allowed by public safety standards d. Exterior lighting shall be designed to not focus illumination onto exterior walls e. Any signage visible from offsite shall not be internally laminated City of San Luis Obispo Cultural Arts District Parking Structure Project 2 2. To minimize impacts on residential development in proximity to the project site, roof and building materials shall be non-reflective, and shall be muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. AIR QUALITY 3. Construction projects shall implement the following dust control measures so as to reduce PM10 emissions in accordance with San Luis Obispo Air Pollution Control District (SLOAPCD) requirements. ▪ Reduce the amount of the disturbed area where possible ▪ Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible ▪ All dirt stock pile areas shall be sprayed daily as needed ▪ Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities ▪ Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established ▪ All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD ▪ All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used ▪ Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site ▪ All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114 ▪ Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site ▪ Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible ▪ All of these fugitive dust mitigation measures shall be shown on grading and building plans ▪ The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 3 such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. 4. The following standard air quality mitigation measures shall be implemented during construction activities at the project site: ▪ Maintain all construction equipment in proper tune according to manufacturer’s specifications ▪ Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road) ▪ Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation ▪ Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation ▪ Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance ▪ All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit ▪ Diesel idling within 1,000 feet of sensitive receptors is not permitted ▪ Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors ▪ Electrify equipment when feasible ▪ Substitute gasoline-powered in place of diesel-powered equipment, where feasible ▪ Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel 5. The following BACT for diesel-fueled construction equipment shall be implemented during construction activities at the project site, where feasible: ▪ Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible ▪ Repower equipment with the cleanest engines available ▪ Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) 6. To reduce ROG and NOX levels during the architectural coating phase, low or no VOC- emission paint shall be used with levels of 50 g/L or less. City of San Luis Obispo Cultural Arts District Parking Structure Project 4 BIOLOGICAL RESOURCES 7. To avoid disturbance of nesting and special-status birds, activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition shall occur outside of the bird breeding season (typically February through August in the project region). If construction must begin within the breeding season, then a pre-construction nesting bird survey shall be conducted no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. The survey shall be conducted by a biologist familiar with the identification of avian species known to occur in the area. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated by the biologist with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary. All construction personnel shall be notified as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the avian biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL RESOURCES 8. A qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Standards for professional archaeology (hereafter qualified archaeologist), shall be retained to carry out all mitigation measures related to archaeological resources. 9. Mitigation of archaeological resources within the project area shall follow the Consolidated Approach as outlined in the City of San Luis Obispo Archaeological Resource Preservation Program Guidelines. The Consolidated Approach shall include (1) the preparation of a Research Design and Mitigation Plan prepared by the qualified archaeologist and submitted for written approval to the City’s Community Development Director (Director), which shall include but not be limited to the research design, laboratory and field methods, public interpretation, and location of curation; (2) monitoring of demolition and clearing of pavement within the project area; (3) fieldwork after the removal of pavement consisting of a Phase I inventory, Phase 2 Testing and Evaluation, and Phase 3 Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; (4) the completion of special studies, such as faunal analysis, if appropriate, and the curation of recovered artifacts; and (5) the completion of a technical report documenting the results of the consolidated approach prepared in accordance with current professional standards and submitted to the Director. 10. An archaeological monitor shall be present for all project-related ground-disturbing construction activities. The monitor(s) shall be onsite on a full-time basis during earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 5 11. In the event that cultural resources are encountered during the implementation of Mitigation Measures 9 or 10, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and the testing plan outlined under Mitigation Measure 9. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the City GEOLOGY AND SOILS 12. Once the final maximum loads of the project have been determined, a design-level geotechnical report shall be prepared that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. Recommendations could include, but are not limited to the following: ▪ Use imported non-expansive materials combined with pre-moistening of the soils to provide protection for slabs and flatwork ▪ Provide a layer of non-expansive material 18 to 24 inches thick ▪ Use post-tensioned slabs-on-grade ▪ Implement shoring methods, such as shotcrete-faced soil nail walls, tangent drilled caissons, whaler-braced retaining walls, and steel I-beam and lagging walls ▪ Use over-excavation and recompaction ▪ Utilize a deep foundation system, such as caissons or rammed aggregate piers ▪ A certified soils engineer shall be retained for monitoring during construction of the project. The certified soils engineer shall also provide any necessary soil testing during construction, to ensure compliance with the design-level geotechnical report, and to provide site-specific guidance as subsurface materials are encountered. HAZARDS AND HAZARDOUS MATERIALS 13. Prior to issuance of grading permits, additional soil samples testing for total petroleum hydrocarbons shall be performed. A work plan shall be completed to address the sampling protocols to be followed, as well as the number of samples to be taken and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation, contaminated materials shall be remediated either prior to or concurrent with construction. Remediation shall generally include a management plan which establishes design and implementation of remediation. Cleanup may include excavation, disposal, bio-remediation, or any other City of San Luis Obispo Cultural Arts District Parking Structure Project 6 treatment of conditions subject to regulatory action. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be remediated under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency. The remediation program shall also be approved by the San Luis Obispo Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation, the environmental consultant shall prepare a report summarizing the project, the remediation approach implemented, and the analytical results after completion of the remediation, including all waste disposal or treatment manifests. HISTORICAL RESOURCES 14. Impacts to historical resources shall be minimized through the preparation of archival historic building documentation packages for both 610 and 614 Monterey Street. Prior to issuance of demolition permits, the City of San Luis Obispo shall ensure that documentation of both properties is completed in the form of a Historic American Building Survey (HABS)-Like documentation that shall comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall generally follow the HABS Level III requirements and include high- quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed for both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. NOISE 15. Construction vehicles and haul trucks shall utilize roadways which avoid residential neighborhoods and sensitive receptors where possible. The applicant shall submit a proposed construction vehicle and hauling route for City review and approval prior to grading/building permit issuance. The approved construction vehicle and hauling route shall be used for all construction vehicles and hauling trips during the duration of construction. 16. Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 7 17. For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include: ▪ Sound blankets on noise-generating equipment Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25. ▪ All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers ▪ For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities ▪ Electrical power shall be used to power air compressors and similar power tools ▪ The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day) ▪ Temporary sound barriers shall be constructed between construction sites and affected uses 18. The contractor shall inform residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. Proof of mailing the notices shall be provided to the Community Development Department before the City issues a zoning clearance. Signs shall be in place before beginning of and throughout grading and construction activities. Noise-related complaints shall be directed to the City’s Community Development Department. 19. Prior to the issuance of grading permits, the City of San Luis Obispo shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. PALEONTOLOGICAL RESOURCES 20. A qualified project paleontologist, defined as a paleontologist who meets the standards of the SVP (2010), shall be retained to carry out all mitigation measures related to paleontological resources. 21. Prior to the start of construction, the project paleontologist or his or her designee shall conduct training for construction personnel regarding the appearance of fossils and the procedures for notifying paleontological staff should fossils be discovered by construction staff. The WEAP shall be fulfilled at the time of a preconstruction meeting at which a qualified paleontologist shall attend. City of San Luis Obispo Cultural Arts District Parking Structure Project 8 22. Ground-disturbing construction activities (including grading, trenching, foundation work, and other excavations) in previously undisturbed sediments that exceed 10 feet in depth shall be monitored on a full-time basis during initial ground disturbance. Monitoring shall be conducted by a qualified paleontological monitor, who is defined as an individual who has experience with collection and salvage of paleontological resources and meets the minimum standards of the SVP (2010). The duration and timing of the monitoring will be determined by the project paleontologist and the location and extent of proposed ground disturbance. If the project paleontologist determines that full-time monitoring is no longer warranted, based on the specific geologic conditions at the surface or at depth, the project paleontologist may recommend that monitoring be reduced to periodic spot-checking or cease entirely. Monitoring is not necessary in artificial fill or for activities that do not reach 10 feet in depth. 23. In the event of a fossil discovery by the paleontological monitor or construction personnel, all work in the immediate vicinity of the find shall cease. The project paleontologist shall evaluate the find before restarting construction activity in the area. If it is determined that the fossil(s) is (are) scientifically significant, the project paleontologist shall complete the following conditions to mitigate impacts to significant fossil resources: a. Salvage of Fossils. The project paleontologist (or paleontological monitor) shall recover significant fossils following standard field procedures for collecting paleontological resources, as described by the SVP (2010). Typically, fossils can be safely salvaged quickly by a single paleontologist and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. In this case the paleontologist shall have the authority to temporarily direct, divert or halt construction activity to ensure that the fossil(s) can be removed in a safe and timely manner. b. Preparation and Curation of Recovered Fossils. Once salvaged, significant fossils shall be identified to the lowest possible taxonomic level, prepared to a curation- ready condition, and curated in a scientific institution with a permanent paleontological collection (such as the University of California Museum of Paleontology), along with all pertinent field notes, photos, data, and maps. Fossils of undetermined significance at the time of collection may also warrant curation at the discretion of the project paleontologist. TRANSPORTATION 24. Prior to the issuance of each building permit, the construction contractor shall meet with the Public Works department to determine traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. The construction contractor will develop a Construction Traffic Management Plan for review and approval by the Public Works department. The plan shall include at least the following items and requirements: ▪ A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 9 required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes. ▪ Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur. ▪ Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site). ▪ Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant. ▪ Temporary construction fences to contain debris and material and to secure the site. ▪ Provisions for removal of trash generated by project construction activity. ▪ A process for responding to and tracking complaints pertaining to construction activity. ▪ Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. It is anticipated that this Construction Traffic Management Plan would be developed in the context of a larger Construction Management Plan, which would address other issues such as hours of construction onsite, limitations on noise and dust emissions, and other applicable items. 25. Subject to approval of the Public Works Director, the City shall incorporate improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street to enhance pedestrian safety and accessibility. The improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of each mode of use. At a minimum the project should consider: ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure. ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street. ▪ Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street. ▪ Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. City of San Luis Obispo Cultural Arts District Parking Structure Project 10 If the Community Development Director or hearing body determines that the above mitigation measures are ineffective or physically infeasible, they may add, delete, or modify the mitigation to meet the intent of the original measures. This MMP serves to comply, in part, with these mitigation measures by providing the standards and methods for monitoring to occur during project implementation. This document outlines the steps to be taken during unanticipated discoveries to mitigate potential significant impacts and provides methods for determining if and when monitoring may be reduced or eliminated during the course of project execution. Project Location and Description The project would remove of an existing 77-space surface parking lot and five existing residential structures, and construct a five-level parking structure, commercial space, and non-profit theater on five parcels, identified as Assessor’s Parcel Numbers (APNs) 002-412-001, 002-412-002, 002-412- 003, 002-412-004, 002-412-011, and 002-412-012. Main vehicular access to the structure would be from Palm Street, with secondary access from Nipomo Street. Vehicle access would not be provided from Monterey Street, but a direct pedestrian connection would be provided from the structure to Monterey Street. The parking structure’s maximum height would be 50 feet, excluding elevator towers. The maximum height of the commercial space would be 41 feet above existing grade. The theater would be a three-story structure with a gross floor area of roughly 23,841 square feet. The maximum height of the theater would be approximately 43 feet above existing grade. Section 2.5, Project Characteristics, of the 2018 Final EIR provides a detailed description of the project. The project site is depicted on the San Luis Obispo, California United States Geological Survey (USGS) 7.5-minute topographic map (Figure 1). The project area is bounded on the northwest by Palm Street, on the southwest by Nipomo Street, on the southeast by Monterey Street, and on the northeast by existing residential development. Environmental Resource Sensitivity AESTHETICS/VISUAL RESOURCES BACKGROUND The project site is located in the northwestern portion of the City’s designated Downtown Planning Area, adjacent to the Downtown Core. The majority of the project site and adjacent parcels to the east, south, and west are located within the City’s Downtown Historic District, which affects its visual context along Monterey and Nipomo Streets. Because of the project site’s location in a developed urban area, views of the project site are generally limited, with long-range views blocked by existing development or vegetation. The utility poles and wires that surround and cross over the site are another dominant visual feature of the project site. Elevations onsite range from 190 and 206 feet above mean sea level, and slopes are generally toward the northwest. AIR QUALITY BACKGROUND The South Coast Air Basin is in non-attainment for particulate matter (PM10), and the work area is located within 1,000 feet of sensitive receptors, including Mission College Preparatory Academy, existing residential units, and San Luis Obispo Children’s Museum). In accordance with the standards of the San Luis Obispo Air Pollution Control District CEQA Handbook standard mitigation measures Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 11 Figure 1 Project Location Depicted on Topographic Background City of San Luis Obispo Cultural Arts District Parking Structure Project 12 are required during construction of the proposed utility improvements to reduce potential air quality impacts below applicable thresholds of significance. BIOLOGICAL BACKGROUND The project site is currently developed with a surface parking lot, one detached garage, and five residences, and is surrounded by urban land uses. The site does not provide suitable habitat for wildlife or sensitive plant or animal species, or any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service. However, trees on the site may support nesting birds protected under the Migratory Bird Treaty Act. The federal Migratory Bird Treaty Act (16 United States Code Section 703-711) protects all migratory birds, their nests and eggs against take, possession, or destruction. The MBTA was enacted in 1918 and is enforced by the U.S. Fish and Wildlife Service. Abiding by the MBTA requires that active nests be avoided. CULTURAL BACKGROUND The current project is located in the City of San Luis Obispo in close proximity to the Mission San Luis Obispo de Tolosa. In 2018, the City conducted an environmental impact report to determine the potential environmental impacts for the Palm Nipomo Parking Structure Project (City of San Luis Obispo 2018). As part of this analysis the City determined that the current project site was within an archaeologically sensitive area; however, all portions of the project site are developed with hardscaping and likely disturbed due to previous development. As such, a pedestrian survey or archaeological testing was infeasible. Given the project is within areas determined to be sensitive for archaeological resources and in accordance with the City’s Archaeological Resource Preservation Program Guidelines, the project required archaeological monitoring during project-related ground disturbing activities to mitigate potential impacts to cultural resources (City of San Luis Obispo 2018; City of San Luis Obispo 2009). GEOLOGY/SOILS BACKGROUND The site is relatively flat with no significant slopes on or immediately adjacent to the site, and is not subject to geological hazards including landslides and slope instability. The soils consist of alluvial sediments overlying bedrock, with a potential for expansion. The soils are comprised of laterally discontinuous zones of sandy clay, clay, and clayey gravel extending to depths of 25 to 40 feet below the surface. HAZARDS AND HAZARDOUS MATERIALS BACKGROUND A hazardous materials assessment for the project site was prepared in April 2011 by Earth Systems Pacific. Based on the results of a government database records search, the project site is not included on a list of hazardous material sites compiled pursuant to Government Code Section 65962.5. Archived documents at the City of San Luis Obispo Fire Department indicate that the previous use of the site as a welding/automobile repair shop contained several areas of oil-stained soil, a dry well, and a hydraulic lift. It is unknown whether or not soil sampling was conducted at the time of removal of these features and there is a potential that these or other undocumented buried features would be encountered during excavation. Furthermore, soil samples taken in 2005 at three and four feet indicate the presence of total petroleum hydrocarbons in quantities that exceed City of San Luis Obispo Fire Department action levels. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 13 HISTORICAL RESOURCES BACKGROUND The project site is partially located within the locally designated City of San Luis Obispo Downtown Historic District (historic district). The historical resources analysis conducted as part of the 2018 Final EIR indicated the presence of two properties in the project site that contribute to the historic district, 610 and 614 Monterey Street; 614 Monterey Street has also been found individually eligible for historical designation. Due to their designation as contributors to the historic district, and in the case of 614 Monterey Street, its local eligibility, these properties are considered historical resources under CEQA and would be demolished by the project. The 2018 Final EIR determined that, due to the demolition of 610 and 614 Monterey Street, impacts to historical resources as a result of the project would be significant and unavoidable. However, implementation of Mitigation Measure CR-1 is required to reduce impacts to historical resources to the greatest extent possible. In addition to the direct impacts discussed above, the 2018 Final EIR analyzed the potential indirect impacts to historical resources associated with the project, in particular to the locally-designated Hays-Lattimer Adobe and Harmony Creamery. The 2018 Final EIR concluded that although the project would negatively affect the historic integrity of the Hays-Lattimer Adobe and Harmony Creamery, both would retain their ability to convey their significance and therefore, indirect impacts would therefore be less than significant. Therefore, no mitigation additional mitigation is required. NOISE BACKGROUND The primary noise sources in the project area are from U.S. 101, light vehicle traffic along Palm Street, Nipomo Street, and Monterey Street, and occasional noise from the Mission College Preparatory school athletic field. Noise-sensitive receptors closest to the project site include the following: single- and multi-family residential units adjacent to the northeast project boundary; the San Luis Obispo Children’s Museum located across Monterey Street, approximately 50 feet from the southeast project boundary; the Reis Family Mortuary across Nipomo Street, approximately 50 feet from the western project boundary; residential suites on the second story of the mixed-use development on the south corner of the intersection of Dana Street and Nipomo Street, approximately 60 feet from the southern project boundary; single-family residences located across Nipomo Street, approximately 90 feet from the western project boundary; and the Mission College Preparatory school athletic field across Palm Street, approximately 75 feet from the northwest project boundary. PALEONTOLOGICAL BACKGROUND The project site and surrounding region was mapped at a scale of 1:24,000 by Dibblee and Minch (2004), who identified a single geologic unit, Quaternary alluvium, underlying the project site. A geotechnical report for the project found alluvium at the surface or below the artificial fill, reaching a depth of 25 to 44 feet (Earth Systems Pacific 2011). Early Holocene and Pleistocene alluvial sediments have produced scientifically significant fossils throughout California, including San Luis Obispo County, yielding taxa such as mammoth (Mammuthus), mastodon (Mammut), horse (Equus), bison (Bison), camel (Camelops), ground sloth (Paramylodon), and rodent (Sciuridae) (Jefferson et al. 1992; Jefferson 2010; Paleobiology Database 2022; University of California Museum of Paleontology 2022). City of San Luis Obispo Cultural Arts District Parking Structure Project 14 TRANSPORTATION BACKGROUND Regional access to the project site is provided by U.S. 101, located west and north of the study area, and Highway 1, which coincides with and is designated Santa Rosa Street (north of U.S. Highway 101) near the project site. All of the study area roadways are classified as Local Commercial streets in the City’s General Plan Circulation Element. Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 15 2 Plan Check Requirements The following outlines the mitigation requirements that shall be reflected on final plans and/or project specifications. 1. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall confirm Architectural Review Committee review and approval of a comprehensive lighting plan consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall include: ▪ Identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting ▪ A photometric map ▪ Shielding of point sources of all exterior lighting from offsite views ▪ Directing light downward and cut-off fixtures or shields ▪ Lumination from exterior lights at the lowest level allowed by public safety standards ▪ Exterior lighting design that does not focus illumination onto exterior walls ▪ No internal illumination of any signage visible from offsite 2. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall review the final building plans to verify that roof and building materials are non-reflective, and are muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. 3. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review the final grading plans to verify the following air quality mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): FUGITIVE DUST CONTROL REQUIREMENTS ▪ Reduce the amount of the disturbed area where possible ▪ Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible ▪ All dirt stock pile areas shall be sprayed daily as needed ▪ Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities City of San Luis Obispo Cultural Arts District Parking Structure Project 16 ▪ Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established ▪ All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD ▪ All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used ▪ Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site ▪ All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114 ▪ Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site ▪ Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible ▪ All of these fugitive dust mitigation measures shall be shown on grading and building plans ▪ The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. STANDARD CONTROL MEASURES FOR CONSTRUCTION EQUIPMENT ▪ Maintain all construction equipment in proper tune according to manufacturer’s specifications ▪ Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road) ▪ Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation ▪ Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation ▪ Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 17 ▪ All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit ▪ Diesel idling within 1,000 feet of sensitive receptors is not permitted ▪ Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors ▪ Electrify equipment when feasible ▪ Substitute gasoline-powered in place of diesel-powered equipment, where feasible ▪ Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel BEST AVAILABLE CONTROL TECHNOLOGY (BACT) FOR CONSTRUCTION EQUIPMENT ▪ Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible ▪ Repower equipment with the cleanest engines available ▪ Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) ARCHITECTURAL COATING ▪ Low or no VOC-emission paint shall be used with levels of 50 g/L or less 4. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review and approve a design-level geotechnical report that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. 5. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review the grading and building final plans to verify all geotechnical improvements to onsite soils, the foundation, and parking structure identified in the approved design-level geotechnical report are reflected on final grading and building plans. 6. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review and approve a work plan for soil sample testing for site associated potential constituents of concern including metals, polycyclic aromatic hydrocarbons, and total petroleum hydrocarbons. The work plan shall address the sampling protocols to be followed, the number of samples to be taken, and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation or other special handling, contaminated materials shall be remediated either prior to or concurrent with construction. Impacted soil not requiring remediation would be excavated, stored, transported, and disposed City of San Luis Obispo Cultural Arts District Parking Structure Project 18 following a lead oversight agency approved soil management plan. If remediation of soil impacts beyond the planned area of excavation is warranted, a remedial action plan may be required. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be properly managed under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency (likely San Luis Obispo County Public Health Environmental Health Services Division). Permitting for the excavation of contaminated soil may also be required from the San Luis Obispo Air Pollution Control District. The remediation or soil management program shall also be approved by the San Luis Obispo City Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation or soil management activities, the environmental consultant shall prepare a report summarizing the project, the remediation approach or soil management implemented, and the analytical results, including all waste disposal or treatment manifests. The remediation or management of impacted soil can be performed concurrently with excavation for project construction. HAZWOPER certified workers may be required. 7. Prior to issuance of demolition permits the Community Development Director or other City compliance monitor shall review and approve archival historic building documentation packages for both 610 and 614 Monterey Street that comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall follow the Historic American Building Survey (HABS) Level III requirements and include high-quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. 8. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review and approve a construction vehicle and hauling route that shall be used for all construction vehicles and hauling trips during the duration of construction. (This measure may be developed in the context of a larger Construction Management Plan.) 9. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the final grading and building plans to verify the following noise mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): CONSTRUCTION WORK HOURS ▪ Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 19 lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. CONSTRUCTION EQUIPMENT NOISE MANAGEMENT TECHNIQUES ▪ For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include: ▪ Sound blankets on noise-generating equipment Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25. ▪ All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers ▪ For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities ▪ Electrical power shall be used to power air compressors and similar power tools ▪ The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day) ▪ Temporary sound barriers shall be constructed between construction sites and affected uses 10. Prior to issuance of grading permits the Public Works Director or other City compliance monitor shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. 11. Prior to issuance of zoning clearance the Community Development Director or other City compliance monitor shall review and approve proof that the contractor has mailed notices to residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. 12. Prior to issuance of each building permit the Public Works Director or other City compliance monitor shall review and approve a Construction Traffic Management Plan that identifies traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. (This measure may be developed in the context of a larger Construction Management Plan.) The Construction Traffic Management Plan shall include: City of San Luis Obispo Cultural Arts District Parking Structure Project 20 ▪ A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes. ▪ Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur. ▪ Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site). ▪ Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant. ▪ Temporary construction fences to contain debris and material and to secure the site. ▪ Provisions for removal of trash generated by project construction activity. ▪ A process for responding to and tracking complaints pertaining to construction activity. ▪ Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. 13. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the grading and building final plans to verify required improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street are reflected on final grading and building plans. The required improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of pedestrian, bicycle, and vehicle modes of use. At a minimum the required improvements shall include: ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure. ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street. ▪ Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street. ▪ Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. Additional plans requiring review and approval by the Community Development Director prior to Encroachment Permit issuance include an archaeological monitoring plan consistent with the requirements of the City’s Archaeological Resource Preservation Guidelines, which is incorporated in this MMP as Section 3, Monitoring Requirements. Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 21 3 Monitoring Requirements AIR QUALITY MITIGATION MONITORING REQUIREMENTS Periodically during construction (minimum once per month) the City compliance monitor shell field verify compliance with the Fugitive Dust Control Requirements, Standard Control Measures for Construction Equipment, BACT for Construction Equipment, and Architectural Coating mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. BIOLOGICAL RESOURCES/NESTING BIRD MITIGATION MONITORING REQUIREMENTS If construction activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition, must begin between February through August, prior to initiation of construction activities the City compliance monitor shall ensure a qualified biologist completes a pre-construction nesting bird survey no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary by the qualified biologist under the supervision of the City compliance monitor. The City compliance monitor shall notify all construction personnel as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the qualified biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL/ARCHAEOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR archaeological monitoring is required for all project-related ground disturbance . All archaeological monitoring efforts shall be conducted under the direction of an archaeologist meeting the Secretary of the Interior’s Professional Qualifications Standards for archaeology (National Park Service [NPS] 1983; hereafter, Qualified Archaeologist). Archaeological monitor(s) shall be onsite during all project-related earthmoving activities. Earthmoving activities include, but are not limited to, vegetation removal, grading, excavation, trenching, and all other excavation activities. During monitoring, the monitors shall examine the work areas for the presence of prehistoric artifacts (e.g., chipped stone tools and production debris, stone milling tools, ceramics), historic-period debris (e.g., metal, glass, ceramics), and/or soil discoloration that might indicate the presence of a cultural midden. Each monitor shall maintain a daily log documenting ground disturbing activity, work locations, description and provenience of any archaeological discoveries (if any), and any necessary action items for monitoring City of San Luis Obispo Cultural Arts District Parking Structure Project 22 In the event of a find, the archaeological monitors retain the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. If the archaeological resource is prehistoric in nature, a local Native American group will be contacted to and given the opportunity consult with the City regarding the find and provide recommendation. A Native American monitor will be retained for the remainder of earth disturbing activities should a prehistoric resource be found during construction. Protocols in the case of a find are discussed in greater detail in Section 4 below. Monitoring shall continue until the Qualified Archaeologist, in coordination with the City (and Native American monitor if present), has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any organic material (sterile), soils that are determined to be not native to the area, areas found to be heavily disturbed by modern activities, or the encounter of undisturbed hardpan/bedrock type soil conditions or depth of excavation (i.e., exceeds a depth where cultural resources may reasonably be expected). When/if culturally sterile soils are encountered during monitoring, the Qualified Archaeologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. NOISE MITIGATION MONITORING REQUIREMENTS Prior to initiation of grading and construction activities the City compliance monitor shall field verify signs are in place directing noise-related complaints to the City’s Community Development Department. Periodically during construction (minimum once per week) the City compliance monitor shall field verify compliance with signage requirements, in addition to the Construction Work Hours and Construction Equipment Noise Management Techniques mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. PALEONTOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR, paleontological monitoring is required during initial ground disturbance of sediments deeper than 10 feet below surface, with the project paleontologist (defined as an individual meeting the standards of a Qualified Professional Paleontologist per SVP [2010]) modifying the monitoring schedule as appropriate (City of San Luis Obispo 2007). Excavations that are less than 10 feet below the surface or are in previously disturbed sediments, do not require monitoring. Monitoring will be conducted by a paleontological monitor (defined as an individual meeting the standards of a Qualified Paleontological Monitor per the standards of the SVP [2010]). Monitoring will consist of the visual inspection of excavated or graded areas, trench and pit sidewalls, and spoils piles. Paleontological monitoring is documented in daily electronic monitoring logs, which at a minimum, include a description of areas monitored, monitor name(s), a summary of monitoring activities, and a description of the disturbed geologic units within a stratigraphic context. In paleontologically sensitive areas, or in adjacent areas that can provide context for the geology and paleontology, Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 23 outcrops and cut exposures will be examined and observed geologic features will be recorded when/if available. The paleontological monitor will be equipped with hand tools and supplies (e.g., geological hammer, shovel, pick, chisels, whisk broom, buckets, specimen bags, field notebook, forms, pens, markers, and glue) to allow for the rapid salvage of fossil remains. At all times, the paleontological monitor will wear the appropriate personal protective equipment in compliance with the on-site contractor PPE work rules, including a hard hat, heavy footwear, sleeved shirt, long pants, safety glasses, and a high-visibility safety vest. In the event of a find, the paleontological monitor retains the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. Monitoring shall continue until the project paleontologist, in coordination with the City, has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any potential to encounter paleontological resources (sterile), soils that are determined to be not native to the area, or areas found to be heavily disturbed by modern activities. When/if paleontologically sterile soils are encountered during monitoring, the project paleontologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. If the construction schedule changes or excavations begin in a new area, the project paleontologist may reinstate paleontological monitoring. City of San Luis Obispo Cultural Arts District Parking Structure Project 24 4 Archaeological Testing Requirements In compliance with Mitigation Measure 9, “fieldwork after the removal of pavement consisting of a Phase I inventory, Phase II Testing and Evaluation, and Phase III Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; the completion of special studies, such as faunal analysis, if appropriate” is required. As part of mitigation, an extended Phase I of CA-SLO-2431H shall be conducted. If CA-SLO-2431H contains subsurface cultural materials, the resource shall be evaluated for significance and eligibility for listing in the CRHR through the implementation of a Phase II evaluation program. Phase II evaluations shall include any necessary archival research to identify significant historical associations as well as mapping of surface artifacts, collection of functionally or temporally diagnostic tools and debris, and excavation of a sample of the cultural deposit to characterize the nature of the sites, define the artifact and feature contents, determine horizontal boundaries and depth below surface, and retrieve representative samples of artifacts and other remains. If the resource is found eligible for listing on the NRHP, CRHR, or local register, a Phase III data recovery program shall be conducted to mitigate the impacts to the resource if avoidance remains infeasible. A data recovery program shall include the development of a site-specific research design, testing program, laboratory analysis, and reporting with the intention of extracting data from the resource to the point of redundancy. Cultural materials collected from the sites shall be processed and analyzed in the laboratory according to standard archaeological procedures. The age of archaeological resources shall be determined using radiocarbon dating or other appropriate procedures; metal, ceramic, faunal remains, and other cultural materials shall be identified and analyzed according to current professional standards. The significance of the resource shall be evaluated according to the criteria of the CRHR. The results of the investigations shall be presented in a technical report following the standards of the California Office of Historic Preservation publication “Archaeological Resource Management Reports: Recommended Content and Format (1990 or latest edition).” Any necessary archaeological data recovery excavation shall be carried out by a Registered Professional Archaeologist according to a research design reviewed and approved by the City, as the lead agency, and prepared in advance of fieldwork and using appropriate archaeological field and laboratory methods consistent with the California Office of Historic Preservation Planning Bulletin 5 (1991), Guidelines for Archaeological Research Design, or the latest edition thereof. Upon completion of the work, all artifacts, other cultural remains, records, photographs, and other documentation shall be curated an appropriate curation facility to be determined on a case-by-case basis in consultation with the City and interested parties (e.g., historical organizations). Resource Discovery Plan Phase 1B & Phase 2 Mitigation and Monitoring Plan 25 5 Resource Discovery Plan The following outlines the procedures to be followed in the inadvertent discovery of cultural resources, including human remains. Discovery of Archaeological Resources The procedure for dealing appropriately with unanticipated resources encountered during construction will include, but not be limited to, the following: For the discovery of previously unknown archaeological resources: The archaeological monitor will divert construction activity in the immediate vicinity of the find by signaling to construction staff and notifying the designated construction foreman. The monitor will report the discovery to Rincon’s qualified archaeologist and the City’s construction inspector. The “immediate vicinity” will vary depending upon specific circumstances. If the archaeological resource is prehistoric in nature, a local Native American group will consult about the find, and a Native American monitor will be retained for the remainder of earth disturbing activities. Upon completion of the above notification, the archaeological monitor will determine the nature and extent of the cultural remains and make a preliminary assessment of their integrity and potential importance. If the archaeological monitor determines that the discovery is not cultural, or is an isolated artifact, the monitor will immediately notify the qualified archaeologist and construction manager that activities may resume as soon as the archaeological item(s) has been properly photographed and recorded. If potentially significant cultural features, artifact concentrations, or intact deposits are discovered, the archaeological monitor will divert construction activity in the immediate vicinity and report the discovery to the qualified archaeologist and the City’s construction inspector so that appropriate notifications to the City can be issued. A temporary Construction Exclusion Zone (CEZ), consisting of lath and flagging tape, will be erected around the discovery. The size of the CEZ may be reduced or enlarged as the significance and extent of the find is determined and treatment measures are implemented. For the purposes of the current effort, a minimum 100-foot radius shall be established for any remains that are suspected of being human (see Section 4.2 for further direction related to the discovery of human remains). Isolated artifacts shall be marked by an orange cone or flagging with no additional radius. In the case of the discovery of an intact archaeological site, a radius of 100 feet may be established so that the resource may be evaluated. This radius may be reduced or expanded based on the nature of the resource and the area required for archaeologists to work safely. The CEZ will not be removed until the potentially significant cultural resource has been evaluated to assess whether it is classified as a “historical resource,” pursuant to the California Environmental Quality Act (CCR, § 15064.5[a]). To minimize construction delays, if a potentially significant cultural resource is discovered during monitoring, Rincon will immediately contact the City to formulate a plan for further treatment. Cultural resources identified within the site shall be recorded according to current archaeological standards. This shall include the preparation of California Department of Parks and Recreation (DPR) Series 523 forms. Pertinent information concerning the resource(s) shall be recorded, including the site type, components, size, and provenience. Upon completion, the Series 523 forms shall be City of San Luis Obispo Cultural Arts District Parking Structure Project 26 submitted to the California Historical Resources Information System’s Central Coast Information Center, located at the Santa Barbra Museum of Natural History for primary number and trinomial designation. Final copies of the Series 523 forms shall be included in the final monitoring report. In addition to the Series 523 forms, a final compliance report shall be prepared as presented in Section 5.1 below. Discovery of Human Remains There is a possibility that the project’s construction-related activities may encounter human burials or cremations. Therefore, if the project’s construction-related activities find potential human bone, ground-disturbing activities in the area of the discovery shall immediately be halted or redirected while a temporary CEZ surrounding the site of discovery is established to allow for further examination and treatment of the find. The qualified archaeologist shall also immediately notify the City and the San Luis Obispo County Coroner’s Office by telephone, pursuant to Health and Safety Code 7050.5. By law, the Coroner will determine within 48 hours of being notified if the remains are subject to his or her authority. If the human remains are determined to be prehistoric, the coroner will notify the Native American Heritage Commission, which will determine and notify a most likely descendant (MLD). The MLD shall complete the inspection of the site within 48 hours of being granted access and provide recommendations for the treatment of any human remains and artifacts associated with Native American burials. Discovery of Paleontological Resources In the event of a paleontological resource discovery, all work in the immediate vicinity of the discovery will be halted and a 50-foot buffer will be delineated around the discovery, to create a construction equipment exclusion zone to allow the paleontological monitor a safe zone to work within. The project paleontologist will determine if the discovery has fossil(s) that have the potential to be significant, and if they do, they shall recover the fossils following standard field procedures. Most fossils can be safely salvaged quickly by a single paleontological monitor and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. During recovery of potentially significant fossils, the paleontological monitor will document all identification and recovery efforts, including assigning a unique field number to each fossil specimen, fossil locality, or sediment sample, and record the field number and associated specimen/sample data (identification by taxon and element, sample size, etc.), corresponding geologic data (particularly lithology, stratigraphic unit, stratigraphic level within the unit, inferred age, etc.), and geographic site data (UTM coordinate location, elevation, etc.) in their field notes. Reporting of Monitoring Results and Curation Finds Phase 1B & Phase 2 Mitigation and Monitoring Plan 27 6 Reporting of Monitoring Results and Curation Finds Reporting of Archaeological Monitoring Results At the conclusion of the construction activities requiring archeological monitoring, an archaeological monitoring report shall be prepared under the direction of the qualified archaeologist. The monitoring report will outline the methodology of archaeological mitigation at the project site, describe the construction activity and duration, and present the results of the monitoring. The level of effort to complete a monitoring report is dependent on the number of resources recovered during monitoring activities. Should the monitoring effort be negative for the identification of cultural resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If archaeological materials are recovered, a comprehensive technical report will also be required to describe and interpret findings and data. The technical report shall be prepared in accordance with the Archaeological Resources Management Reports (ARMR): Recommended Contents and Format. If required, the ARMR-format report shall include a complete description of resources identified during monitoring, treatment of those resources, National Register of Historic Places (NRHP) eligibility recommendations, site records, and site maps. The final version of the monitoring report shall be submitted to the City and the Central Coast Information Center of the California Historical Resources Information Center. Curation of Archaeological Finds Recovered archaeological finds not associated with burials will be temporarily stored by Rincon until either an appropriate on-site reburial location or repository is agreed upon by the City, other interested Native American groups, and/or MLD. If necessary, curation preparation will include creating acid-free labels and tags, placing artifacts in archival quality bags and boxes, and submitting a hard copy of the report on acid-free paper with and the artifacts to the selected curation facility. Permanent treatment of human remains and associated funerary items shall be determined by the MLD in coordination with the City. Reporting of Paleontological Monitoring Results At the conclusion of construction activities requiring paleontological monitoring, a paleontological monitoring report shall be prepared under the direction of the project paleontologist. The monitoring report will present the paleontological mitigation and the methods by which it was satisfied within the project site. The level of effort to complete a monitoring report is dependent on the nature of the resources recovered during construction. Should the monitoring effort be negative for the identification of paleontological resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If paleontological resources are recovered, a comprehensive technical report will be City of San Luis Obispo Cultural Arts District Parking Structure Project 28 required to describe and interpret findings and data consistent with the requirements of the SVP (2010). Curation of Paleontological Resources All paleontological resources and data recovered from the project site shall be curated together at the Santa Barbara Museum of Natural History. All collected fossil resources are the property of the City and shall be provided to the Santa Barbara Museum of Natural History along with a deed of gift. Curation would require placement of fossils into archival specimen trays with labels containing relevant curatorial information. A copy of the Project’s curation agreement with the Santa Barbara Museum of Natural History is attached as Appendix 1. References Phase 1B & Phase 2 Mitigation and Monitoring Plan 29 7 References National Park Service 1983 Archaeology and Historic Preservation: Secretary of the Interior’s Standards and Guidelines. Washington, DC. https://www.nps.gov/history/local- law/arch_stnds_0.htm, accessed April 1, 2022. City of San Luis Obispo 2018 Final Environmental Impact Report and Mitigation Monitoring and Reporting Program for the Palm Nipomo Parking Structure Project. On file with the City of San Luis Obispo City of San Luis Obispo 2009 Archaeological Resource Preservation Program Guidelines. https://www.slocity.org/home/showpublisheddocument/4140/6354976496520000 00, accessed May 27, 2022 Earth Systems Pacific 2011 Geotechnical, Geologic, and Hazardous Materials Assessment Report, Palm and Nipomo Parking Structure, Palm and Nipomo Streets, San Luis Obispo, California. April 21, 2011. Jefferson, G.T. 2010 A catalogue of late Quaternary vertebrates from California. Natural History Museum of Los Angeles County Technical Report. Volume 7, pp. 5-172. Jefferson, G.T., H.L. Fierstine, J.R. Wesling, and T.-L. Ku. 1992 Pleistocene terrestrial vertebrates from near Point San Luis, and other localities in San Luis Obispo County, California, Bulletin of the Southern California Academy of Sciences. Volume 91, pp. 26-38. Paleobiology Database 2022 The Paleobiology Database, http://paleobiodb.org/ (accessed June 2022) Society of Vertebrate Paleontology (SVP) 2010 Standard Procedures for the Assessment and Mitigation of Adverse Impacts to Paleontological Resources. Society of Vertebrate Paleontology Impact Mitigation Guidelines Revision Committee. https://vertpaleo.org/wp- content/uploads/2021/01/SVP_Impact_Mitigation_Guidelines-1.pdf. University of California Museum of Paleontology 2022 UCMP online database specimen search portal, http://ucmpdb.berkeley.edu/ (accessed June 2022) June 21st, 2022 Zachary Lerma Rincon Consultants 213-788-4842 x4001 Subject: Repository agreement for acceptance of fossils from San Luis Obispo Cultural Arts Parking Project (22-12836) from the City of San Luis Obispo Dear Zachary, This letter serves as confirmation of the conditions regarding acceptance of the fossil material from the San Luis Obispo Cultural Arts Parking Project (22-12836) into the Earth Science Collection at the Santa Barbara Museum of Natural History (SBMNH). The SBMNH actively curates and provides a safe repository for specimens using contemporary methods for preserving fossils, including maintaining microenvironments in environmentally-controlled collections ranges, maintaining a digital database that archives all contextual data associated with each specimen, and maintaining a fossil preparation laboratory to repair and conserve fossils. The SBMNH is willing to consider accepting the collection(s) if all of the following conditions are met:  All collections must be accompanied by deed-of-gift and transfer of ownership documentation giving free and clear title of the collection to SBMNH.  Material from government lands must be accompanied by a copy of the official collecting permit.  All localities must be described in detail, including a precise description of the geographic location with GPS coordinates (stating datum used), lithology, stratigraphy (including unit designation), relative/absolute ages, and depositional environment if known.  All localities must be plotted on standard USGS topographic or geologic maps and located within Santa Barbara, Ventura, or San Luis Obispo counties. In certain situations, collections derived from localities outside of those counties may be accepted on a case-by-case basis with prior approval from the Earth Science Curator.  All collections must include a specimen catalog that clearly correlates physical specimens to locality and preparation data.  All collections must include printed and digital copies of final reports, any field notes, environmental impact reports, maps, charts, photographs, and other documentation as appropriate. All records must include site number and accession number.  All specimens must be fully stabilized and prepared. Specimens must be accompanied by notes on preparation methods, including consolidants and tools used. Appendix 1  All specimens must be identified to the lowest taxonomic level possible.  Larger specimens (e.g., mammoth limb bones) must be fully supported in archival cradles (field jackets are not acceptable).  If the collection is relatively large, it must be accompanied by the same specimen cabinets, drawers, and archival-quality trays used by SBMNH. Confer with the Earth Science Curator for estimated costs. Our estimated costs for curation, cataloging, and labeling of specimens are $20/locality and $12/specimen. For invertebrates and microfauna that are from the same locality and taxon, cataloging as lots is acceptable and counted as a single specimen. The estimated costs of permanent storage, including maintenance, is $300 per cubic foot of fully prepared fossils. Sincerely, Jonathan M. Hoffman, Ph.D. Dibblee Curator of Earth Science Vertebrate Zoology Department (805) 682-4711 ext. 157 jhoffman@sbnature2.org Appendix 1 90 From:Scott Yoshida <skyoshida@rrmdesign.com> Sent:Monday, December 19, 2022 9:20 AM To:Nelson, Brian; Gauna, Samuel Cc:Fraser, Bridget; Gordon Knowles; McKay, Lief I. Subject:RE: CADPS Phase 1B edits Attachments:2022-11-18_CADPS_Phase 1B_UPDATED.pdf Good morning, Brian. Understood, that makes sense. We have revised the note accordingly. See updated PDF attached. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Nelson, Brian <BNelson@slocity.org> Sent: Sunday, December 18, 2022 8:12 AM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gauna, Samuel <sgauna@slocity.org> Cc: Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Hi Scott, Thanks for sending this over. We noticed Note 7 on C-2.3 doesn’t seem accurate and should be edited: Since we are providing the SWPPP but not the implementation drawings, it seems like the note should be corrected to read something like: “Contractor must prepare and implement Water Pollution Control for Site Preparation, Mobilization, Stormwater Requirements and all Site Erosion/Sedimentation Control BMPs in compliance with the SWPPP included in the Specifications”. Let me know if that seems correct or if there is a misunderstanding. Brian Nelson, PE Deputy Director of Public Works / City Engineer 91 City of San Luis Obispo From: Scott Yoshida <skyoshida@rrmdesign.com> Sent: Friday, December 16, 2022 4:25 PM To: Gauna, Samuel <sgauna@slocity.org> Cc: Nelson, Brian <BNelson@slocity.org>; Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sam, Following-up on our phone call, we have made the requested edits to the plans. WDID # added to title sheet C- 1.1. Demo plan callouts updated as you describe on sheet C-2.3. See updated PDF attached. Please confirm receipt and let us know if there is anything else that you need. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Gauna, Samuel <sgauna@slocity.org> Sent: Thursday, December 15, 2022 3:22 PM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Cc: Nelson, Brian <BNelson@slocity.org> Subject: CADPS Phase 1B edits Good afternoon, As we discussed in today’s meeting, can we ensure that Demolition Note 9 be removed from the Adobe property line fence? We should replace Note 9 with a new Note 14: preserve existing property line fencing to be removed in phase 2. Could you please also add the WDID# which Brian Nelson sent earlier in the day to the plans? Thank you Samuel Gauna Project Manager II Public Works 92 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 93 From:Scott Yoshida <skyoshida@rrmdesign.com> Sent:Monday, December 19, 2022 9:20 AM To:Nelson, Brian; Gauna, Samuel Cc:Fraser, Bridget; Gordon Knowles; McKay, Lief I. Subject:RE: CADPS Phase 1B edits Attachments:2022-11-18_CADPS_Phase 1B_UPDATED.pdf Good morning, Brian. Understood, that makes sense. We have revised the note accordingly. See updated PDF attached. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Nelson, Brian <BNelson@slocity.org> Sent: Sunday, December 18, 2022 8:12 AM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gauna, Samuel <sgauna@slocity.org> Cc: Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits Hi Scott, Thanks for sending this over. We noticed Note 7 on C-2.3 doesn’t seem accurate and should be edited: Since we are providing the SWPPP but not the implementation drawings, it seems like the note should be corrected to read something like: “Contractor must prepare and implement Water Pollution Control for Site Preparation, Mobilization, Stormwater Requirements and all Site Erosion/Sedimentation Control BMPs in compliance with the SWPPP included in the Specifications”. Let me know if that seems correct or if there is a misunderstanding. Brian Nelson, PE Deputy Director of Public Works / City Engineer 94 City of San Luis Obispo From: Scott Yoshida <skyoshida@rrmdesign.com> Sent: Friday, December 16, 2022 4:25 PM To: Gauna, Samuel <sgauna@slocity.org> Cc: Nelson, Brian <BNelson@slocity.org>; Fraser, Bridget <bfraser@slocity.org>; Gordon Knowles <GKnowles@watrydesign.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: CADPS Phase 1B edits This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sam, Following-up on our phone call, we have made the requested edits to the plans. WDID # added to title sheet C- 1.1. Demo plan callouts updated as you describe on sheet C-2.3. See updated PDF attached. Please confirm receipt and let us know if there is anything else that you need. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Gauna, Samuel <sgauna@slocity.org> Sent: Thursday, December 15, 2022 3:22 PM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Cc: Nelson, Brian <BNelson@slocity.org> Subject: CADPS Phase 1B edits Good afternoon, As we discussed in today’s meeting, can we ensure that Demolition Note 9 be removed from the Adobe property line fence? We should replace Note 9 with a new Note 14: preserve existing property line fencing to be removed in phase 2. Could you please also add the WDID# which Brian Nelson sent earlier in the day to the plans? Thank you Samuel Gauna Project Manager II Public Works 95 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 96 From:Scott Yoshida <skyoshida@rrmdesign.com> Sent:Friday, December 16, 2022 4:25 PM To:Gauna, Samuel Cc:Nelson, Brian; Fraser, Bridget; Gordon Knowles; McKay, Lief I. Subject:RE: CADPS Phase 1B edits Attachments:2022-11-18_CADPS_Phase 1B_UPDATED.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sam, Following-up on our phone call, we have made the requested edits to the plans. WDID # added to title sheet C- 1.1. Demo plan callouts updated as you describe on sheet C-2.3. See updated PDF attached. Please confirm receipt and let us know if there is anything else that you need. Thank you, SCOTT YOSHIDA PE, QSD/P Manager of Engineering Services 3765 S. Higuera, Ste. 102 San Luis Obispo, CA 93401 Office: (805) 543-1794 rrmdesign.com From: Gauna, Samuel <sgauna@slocity.org> Sent: Thursday, December 15, 2022 3:22 PM To: Scott Yoshida <skyoshida@rrmdesign.com>; Gordon Knowles <GKnowles@watrydesign.com>; Lief McKay <LIMcKay@rrmdesign.com> Cc: Nelson, Brian <BNelson@slocity.org> Subject: CADPS Phase 1B edits Good afternoon, As we discussed in today’s meeting, can we ensure that Demolition Note 9 be removed from the Adobe property line fence? We should replace Note 9 with a new Note 14: preserve existing property line fencing to be removed in phase 2. Could you please also add the WDID# which Brian Nelson sent earlier in the day to the plans? Thank you Samuel Gauna Project Manager II 97 Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 98 From:PW_AP Sent:Friday, December 16, 2022 3:25 PM To:Accounts Payable Subject:FW: Invoice #942962 to be paid with PO #612199 Attachments:Receipt #58910.pdf Follow Up Flag:Follow up Flag Status:Completed From: Chang, Argelia <AChang@slocity.org> Sent: Friday, December 16, 2022 11:41 AM To: PW_AP <pw_ap@slocity.org> Cc: Nelson, Brian <BNelson@slocity.org> Subject: Invoice #942962 to be paid with PO #612199 Good Morning, Please see the attached invoice. Thank you in advance, Argelia Chang Administrative Assistant III Public Works 919 Palm, San Luis Obispo, CA 93401-3218 E AChang@slocity.org T 805.781.7057 slocity.org Stay connected with the City by signing up for e-notifications City of San Luis Obispo Invoice number 942962 Invoice date 12/10/2022 Page 1 of 2 Jessica A. McInerney 0.25 195.00 48.75 Senior Project Manager Hours Rate Billed Amount Labor 089 Add Service # 10 Invoice total 48.75 942962 12/10/2022 48.75 48.75 Total 48.75 48.75 0.00 0.00 0.00 0.00 Aging Summary Invoice Number Invoice Date Outstanding Current Over 30 Over 60 Over 90 Over 120 ADD SERVICE # 10 3,250.00 3,150.00 3,101.25 48.75 100.00 Total 3,250.00 3,150.00 3,101.25 48.75 100.00 Invoice Summary Description Contract Amount Total Billed Prior Billed Current Billed Remaining Professional Services Rendered Through November 30, 2022 Heyd Adobe 614 Monterey Street PO. Number: 15911 Supplier Number: 10129 City Contact Name: Shelsie Kloepper City of San Luis Obispo Attention: Account Payable Department 990 Palm Street San Luis Obispo, CA 93401 Invoice number 942962 Date 12/10/2022 Project 09-079 Palm Nipomo P/S Date 12/10/2022 Invoice number 942962City of San Luis Obispo 09-079 Palm Nipomo P/SProject City of San Luis Obispo Invoice number 942962 Invoice date 12/10/2022 Page 2 of 2 Please Remit Payment to : Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 833.917.PARK Purchase Order 612199 Order Date 24-MAR-2022 Change Order 0 Change Order Date 24-MAR-2022 Revision 0 Ordered 471,546.78 USD INCLUDE PURCHASE ORDER NUMBER ON ALL INVOICES & CORRESPONDENCE SEND ALL INVOICES TO AP@SLOCITY.ORG INCLUDE DELIVER TO CITY STAFF CONTACT NAME ON ALL INVOICES Sold To City of San Luis Obispo 990 Palm Street SAN LUIS OBISPO, CA 93401 Supplier WATRY DESIGN INC 2099 Gateway Place, Suite 550 SAN JOSE, CA 95110 Bill To City of San Luis Obispo 990 Palm Street SAN LUIS OBISPO, CA 93401SAN LUIS OBISPO UNITED STATES Ship To 919 Palm Street SAN LUIS OBISPO, CA 93401SAN LUIS OBISPO UNITED STATES Notes USD = US Dollar Palm Nipomo Parking Structure Customer Account Number Supplier Number Payment Terms Freight Terms FOB Shipping Method 10129 Net 30 Destination Confirm To Deliver To Contact Keana Viss Brian Nelson Line Item Price Quantity UOM Ordered Taxable 1 Palm Nipomo Parking Structure 471,546.78 Promised 471,546.78 03/24/2022 Requested 03/24/2022 Requested and Promised Dates correspond to the date of arrival at the Ship-to Location. Line Total 471,546.78 Total 471,546.78 1 Purchase Order 612199 2 99 From:Moore, Shelsie Sent:Thursday, December 15, 2022 11:20 AM To:Nelson, Brian Cc:Chang, Argelia Subject:FW: Watry Design, Inc. - November 2022 Billings for the 09-079 Palm Nipomo P/S project Attachments:City of San Luis O_09-079_Palm Nipomo PS_942960_12-10-2022.pdf; City of San Luis O_09-079 _Palm Nipomo PS_942961_12-10-2022.pdf; City of San Luis O_09-079_Palm Nipomo PS_942962_ 12-10-2022.pdf Follow Up Flag:Follow up Flag Status:Completed Hello Brian, Please let Lia know if these are ready to process for the Palm Nipomo parking structure work. The invoices total around $45,000. Sincerely, Shelsie Moore From: Accounting <accounting@watrydesign.com> Sent: Tuesday, December 13, 2022 4:04 PM To: PW_AP <pw_ap@slocity.org>; Moore, Shelsie <smoore@slocity.org> Cc: Anju Ram <awram@watrydesign.com>; Gordon Knowles <GKnowles@watrydesign.com> Subject: Watry Design, Inc. - November 2022 Billings for the 09-079 Palm Nipomo P/S project This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Attached please find your current Invoice for project 09-079 Palm Nipomo P/S. Please do not hesitate to contact Anju Ram if you have any question regarding this invoice. We are transitioning towards receiving payments by ACH. If you offer payments by ACH and we are not currently set up with you for this, please forward the necessary paperwork required for us to complete this setup. Thank you Yvonne Squier Accounting Department | accounting@watrydesign.com WATRY DESIGN, INC. | Collaborating at full capacity from our home offices! San Jose, CA | Irvine, CA | Toll Free: 833.917.PARK watrydesign.com City of San Luis Obispo Invoice number 942960 Invoice date 12/10/2022 Page 1 of 2 RRM Design Group 1,380.00 Consultant Billed Amount Consultant 301 Construction Documents Off Site SOHA Engineers 10,179.60 RRM Design Group 18,176.25 RDH Building Science Inc.1,550.00 List Engineering Company 12,000.00 Earth Systems Pacific 1,880.00 Subtotal 43,785.85 Consultant Billed Amount Consultant Phase subtotal 43,785.85 300 Construction Documents On Site Invoice total 45,165.85 CONSTRUCTION ADMINISTRATION 2,388.75 2,388.75 2,388.75 0.00 0.00 PERMITTING 9,675.00 9,675.00 9,675.00 0.00 0.00 CONSTRUCTION DOCUMENTS OFF SITE 51,700.00 40,002.25 38,622.25 1,380.00 11,697.75 CONSTRUCTION DOCUMENTS ON SITE 652,998.00 632,255.50 588,469.65 43,785.85 20,742.50 DESIGN DEVELOPMENT 305,650.00 305,616.00 305,616.00 0.00 34.00 SCHEMATIC DESIGN 198,677.50 198,600.00 198,600.00 0.00 77.50 Total 1,221,089.25 1,188,537.50 1,143,371.65 45,165.85 32,551.75 Invoice Summary Description Contract Amount Total Billed Prior Billed Current Billed Remaining Professional Services Rendered Through November 30, 2022 PO. Number: 15911 Supplier Number: 10129 City Contact Name: Shelsie Kloepper City of San Luis Obispo Attention: Account Payable Department 990 Palm Street San Luis Obispo, CA 93401 Invoice number 942960 Date 12/10/2022 Project 09-079 Palm Nipomo P/S Date 12/10/2022 Invoice number 942960City of San Luis Obispo 09-079 Palm Nipomo P/SProject City of San Luis Obispo Invoice number 942960 Invoice date 12/10/2022 Page 2 of 2 942960 12/10/2022 45,165.85 45,165.85 Total 45,165.85 45,165.85 0.00 0.00 0.00 0.00 Aging Summary Invoice Number Invoice Date Outstanding Current Over 30 Over 60 Over 90 Over 120 Please Remit Payment to : Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 833.917.PARK INVOICE 1 of 1Page Watry Design, Inc. Andre Beaudoin 2099 Gateway Place Suite 550 San Jose, CA 95110 Project:Palm-Nipomo Street Parking Structure GER, San Luis Obispo Invoice September 19, 2022Invoice Date Please return payments to: P. O. Box 3757 San Luis Obispo, CA 93403-3757 TOTAL DUE THIS INVOICE:$390.00 835707 Project 303310-001 Project Manager Zoetewey, Nicholas B Customer WAT009 PO Number CO Number Summary of Professional Services Rendered RateHrs./Units AmountDate Labor 292.50 1.5 08/23/22 195.00Client Conference -Prep and meeting - shoring 97.50 0.5 08/30/22 195.00Project Management -Corr. w/ shrng eng abt prsrs Total 390.00 This invoice is due and payable upon presentation. 1.5% service charge per month from the invoice date (18% Annual Percentage Rate). For payments by credit or debit cards, a non-refundable service fee of 3% will be added to all charges. There is no service fee associated with ACH (electronic check) payments. Please indicate invoice and project number on your payment. Questions regarding payment of invoices or to request copies, contact Accounts Receivable at (805) 541-7912. Project specific questions, please contact your Project Manager at (805) 544-3276 ext 224. INVOICE 1 of 1Page Watry Design, Inc. Andre Beaudoin 2099 Gateway Place Suite 550 San Jose, CA 95110 Project:Palm-Nipomo Street Parking Structure GER, San Luis Obispo Invoice November 16, 2022Invoice Date Please return payments to: P. O. Box 3757 San Luis Obispo, CA 93403-3757 TOTAL DUE THIS INVOICE:$780.00 836841 Project 303310-001 Project Manager Zoetewey, Nicholas B Customer WAT009 PO Number CO Number Summary of Professional Services Rendered RateHrs./Units AmountDate Labor 97.50 0.5 09/08/22 195.00Project Management -Response to shoring questions 195.00 1.0 09/09/22 195.00Document Review -Shoring feasibility report 97.50 0.5 10/12/22 195.00Project Management -Corr. abt. shoring design 97.50 0.5 10/13/22 195.00Project Management -Prelim tbck/slnail bnd strngth 292.50 1.5 10/27/22 195.00Plan Review -Rvw design build shoring sbmtl Total 780.00 This invoice is due and payable upon presentation. 1.5% service charge per month from the invoice date (18% Annual Percentage Rate). For payments by credit or debit cards, a non-refundable service fee of 3% will be added to all charges. There is no service fee associated with ACH (electronic check) payments. Please indicate invoice and project number on your payment. Questions regarding payment of invoices or to request copies, contact Accounts Receivable at (805) 541-7912. Project specific questions, please contact your Project Manager at (805) 544-3276 ext 224. Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 December 1, 2022 Invoice No:19016.00 - 18 List Engineering Company, Inc. Designing Today with Tomorrow in Mind Send Payment to: 2 Harris Court Suite A7 Monterey, California 93940 Phone: (831) 373-4390 Project 19016.00 SLO Palm & Nipomo PS WDI # 09079 Professional Services from March 26, 2022 to October 21, 2022 Phase 01 Fee Task 01 Schematic Design Billing Limits Current Prior To-Date Labor 0.00 9,500.00 9,500.00 Limit 9,500.00 0.00Total this Task Task 02 Design Development Billing Limits Current Prior To-Date Labor 0.00 13,300.00 13,300.00 Limit 13,300.00 0.00Total this Task Task 03 Construction Documents Professional Personnel Hours Rate Amount Blue, Ronald 10.00 215.00 2,150.00 Manalac, Rigoberto 61.80 150.00 9,270.00 Totals 71.80 11,420.00 Total Labor 11,420.00 Billing Limits Current Prior To-Date Labor 11,420.00 31,400.00 42,820.00 Limit 43,400.00 Remaining 580.00 $11,420.00Total this Task Task 08 ADD Service 06 Site Preparation Phase REVISED Billing Limits Current Prior To-Date Labor 0.00 3,000.00 3,000.00 Limit 3,000.00 0.00Total this Task Task 09 Task 9 Ground Improv/foundation Design Billing Limits Current Prior To-Date Labor 0.00 1,200.00 1,200.00 Limit 1,200.00 0.00Total this Task $11,420.00Total this Phase $11,420.00Total this Invoice Project 1819016.00 SLO Palm & Nipomo PS Invoice Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 November 18, 2022 Invoice No: 19016.00 - 19 List Engineering Company, Inc. Designing Today with Tomorrow in Mind Send Payment to: 2 Harris Court Suite A7 Monterey, California 93940 Phone: (831) 373-4390 Project 19016.00 SLO Palm & Nipomo PS WDI # 09079 Professional Services from October 22, 2022 to November 18, 2022 Phase 01 Fee Task 01 Schematic Design Billing Limits Current Prior To-Date Labor 0.00 9,500.00 9,500.00 Limit 9,500.00 0.00Total this Task Task 02 Design Development Billing Limits Current Prior To-Date Labor 0.00 13,300.00 13,300.00 Limit 13,300.00 0.00Total this Task Task 03 Construction Documents Professional Personnel Hours Rate Amount Manalac, Rigoberto 4.80 150.00 720.00 Totals 4.80 720.00 Total Labor 720.00 Billing Limits Current Prior To-Date Labor 720.00 42,820.00 43,540.00 Limit 43,400.00 Adjustment -140.00 $580.00Total this Task Task 04 Permitting Project 1919016.00 SLO Palm & Nipomo PS Invoice Billing Limits Current Prior To-Date Labor 0.00 -750.00 -750.00 Limit 1,700.00 Remaining 2,450.00 0.00Total this Task Task 05 Bidding Billing Limits Current Prior To-Date Labor 0.00 0.00 0.00 Limit 500.00 Remaining 500.00 0.00Total this Task Task 06 Construction Administration Billing Limits Current Prior To-Date Labor 0.00 0.00 0.00 Limit 10,500.00 Remaining 10,500.00 0.00Total this Task Task 07 Project Closeout Billing Limits Current Prior To-Date Labor 0.00 0.00 0.00 Limit 1,500.00 Remaining 1,500.00 0.00Total this Task Task 08 ADD Service 06 Site Preparation Phase Billing Limits Current Prior To-Date Labor 0.00 3,000.00 3,000.00 Limit 3,000.00 0.00Total this Task Task 09 Task 9 Ground Improv/foundation Design Billing Limits Current Prior To-Date Labor 0.00 1,200.00 1,200.00 Limit 1,200.00 0.00Total this Task Task 10 Construction Document Revisions 0.00Total this Task Project 1919016.00 SLO Palm & Nipomo PS Invoice Primary Client:Watry Design Inc. Invoice Total $1,550.00 Gordon Knowles Watry Design Inc. APconsultants@watrydesign.com San Jose, California 95110 November 04, 2022 Project: No:R-23355.000 Invoice No:46191B RDH Building Science Inc. 2101 N 34th Street #150 Seattle, WA 98103 Tel 604.873.1181 www.rdh.com Tax Registration Number: Project:R-23355.000 Palm and Nipomo PS | Building Enclosure Consulting Consulting Services for the Period Ending August 31, 2022 Phase:CD Construction Documents Fee Total Fee 17,500.00 Percent Complete 77.00 Total Earned 11,550.00 Previous Fee Billing 10,000.00 Current Fee Billing 1,550.00 Total Fee $1,550.00 $1,550.00Total this Phase $1,550.00TOTAL DUE (USD) Project Manager:Julie Anderson $580.00Total this Phase $580.00Total this Invoice Outstanding Invoices Number Date Balance 18 10/21/2022 12,320.00 Total 12,320.00 Total Now Due $12,900.00 Billings to Date Current Prior Total Received A/R Balance Fee 0.00 -1,880.00 -1,880.00 Labor 580.00 72,600.00 73,180.00 Expense 0.00 300.00 300.00 Totals 580.00 71,020.00 71,600.00 58,700.00 12,900.00 Project 1919016.00 SLO Palm & Nipomo PS Invoice Accounts PayableWatry Design, Inc.2099 Gateway Pla Accounts Payable 00720021022A0720-02-UR19 11/30/2022 12:00:Palm Nipomo ParProfessional se11/30/2022 12:00:San Jose, CA 951 Contract Previously Current RemainingTime & Material NTE Amount Invoiced Invoice Contract 1.2.13 Stakeholder Meetings (Subtask A-P.1) - NTE $3,800.00 $2,947.50 $0.00 $852.50 1.2.14 Entitlement Submittal Package (Subtask A-P.2) - NTE $2,315.00 $2,301.25 $0.00 $13.75 1.2.15 Public Hearings (Subtask A-P.3) - NTE $9,885.00 $9,868.75 $0.00 $16.25 1.2.16 Project Management and City Meetings (Subtask A- P.4) - NTE $3,500.00 $3,476.25 $0.00 $23.75 1.2.17 Updating Grading, Utilities, & Drainage Exhibits for ARC Submittal (Subtask A-C.1) - NTE $4,700.00 $4,670.00 $0.00 $30.00 1.2.22 ARC/CHC/PC/CC Civil Revisions & Project Coordination (Subtask A-C.2) - NTE $1,500.00 $1,482.50 $0.00 $17.50 1.2.23 Supplemental Topographic - Surveying (Subtask A- C.3) - NTE $6,500.00 $6,415.00 $0.00 $85.00 1.2.24 Voluntary Lot Merger - Surveying (Subtask A-C.4) - NTE $2,500.00 $461.25 $0.00 $2,038.75 1.2.25 Legal Descriptions and Exhibits - Surveying (Subtask A-C.5) - NTE $2,000.00 $165.00 $0.00 $1,835.00 1.2.26 Agency & Title Company Processing & Coordination - Surveying (Subtask A-C.6) - NTE $750.00 $285.00 $0.00 $465.00 1.2.27 ARC/CHC/PC/CC Landscape Plan Preparation (Subtask A-L.1) - NTE $4,200.00 $4,200.00 $0.00 $0.00 1.3.28 Civil Schematic Design (Subtask B-C.1) - NTE $5,500.00 $5,442.50 $0.00 $57.50 1.3.29 Landscape Schematic Design (Subtask B-L.1) - NTE $3,600.00 $3,581.25 $0.00 $18.75 1.4.21 Civil Design Development Package (Subtask C-C.1) - NTE $13,750.00 $13,745.00 $0.00 $5.00 1.4.22 Landscape Design Development Package (Subtask C- L.1) - NTE $9,600.00 $9,578.75 $0.00 $21.25 1.5.19 A Civil On-Site Improvement Plan Package (Subtask D- C.1) - NTE $43,250.00 $26,250.00 $15,758.75 $1,241.25 1.5.19 B Civil Off-Site Improvement Plan Package (Subtask D- C.1) - NTE $18,750.00 $18,748.75 $0.00 $1.25 1.5.20 A Landscape On-Site Construction Documents (Subtask D-L.1) - NTE $7,300.00 $4,882.50 $2,417.50 $0.00 Page 3Page 3 of 12 Accounts Payable Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 00720021022A 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Professional services rendered for: Palm Nipomo Parking Structure (2019) Accounts PayableWatry Design, Inc.2099 Gateway Pla Accounts Payable 00720021022A0720-02-UR19 11/30/2022 12:00:Palm Nipomo ParProfessional se11/30/2022 12:00:San Jose, CA 951 Contract Previously Current RemainingTime & Material NTE Amount Invoiced Invoice Contract 1.5.20 B Landscape Off-Site Construction Documents (Subtask D-L.1) - NTE $15,800.00 $14,416.00 $1,380.00 $4.00 1.5.21 Landscape Public Art Coordination (Subtask D-L.3) - NTE $2,150.00 $95.00 $0.00 $2,055.00 1.6 Plan Check Coordination (Subtasks D-C.2 & D-L.2) - NTE $22,300.00 $6,975.00 $0.00 $15,325.00 1.7 Bidding Coordination (Subtasks E-C.1 & E-L.1) - NTE $7,350.00 $0.00 $0.00 $7,350.00 1.8.29 Civil Construction Administration (Subtask E-C.2) - NTE $13,250.00 $2,388.75 $0.00 $10,861.25 1.8.30 Civil Record Drawings/ Closeout (Subtask E-C.3) - NTE $2,750.00 $0.00 $0.00 $2,750.00 1.8.31 Landscape Construction Administration (Subtask E- L.2) - NTE $10,930.00 $0.00 $0.00 $10,930.00 1.8.32 Landscape Record Drawings/ Closeout (Subtask E- L.3) - NTE $2,530.00 $0.00 $0.00 $2,530.00 AS.02 Additional ARC Meeting (Subtask X.01)$3,325.00 $3,275.00 $0.00 $50.00 AS.04 PG&E Rerouting (Subtask X.C.1) - NTE $1,200.00 $1,196.25 $0.00 $3.75 AS.06 Site Preparation Phase (Subtasks X.S.1, X.C.2, X.ST.1) - NTE $26,300.00 $26,260.00 $0.00 $40.00 AS.07 Planning Conditions and Site Phasing (Subtasks XC.3, XL.1, XL.2, XL.3 and XL.4) - NTE $31,776.00 $31,753.50 $0.00 $22.50 AS.09 Demolition Plan - Heyd Adobe (Subtasks XC.6, XC.7) - NTE $2,800.00 $2,711.25 $0.00 $88.75 Page 4Page 4 of 12 Accounts Payable Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 00720021022A 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Professional services rendered for: Palm Nipomo Parking Structure (2019) Total Time & Material NTE $285,861.00 $207,572.00 $19,556.25 $58,732.75 SubTotal Time & Material NTE This Invoice $19,556.25 $19,556.25Total This Invoice Page 5Page 5 of 12 00720021022A 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Accounts Payable Watry Design, Inc. Professional services rendered for: Palm Nipomo Parking Structure (2019) Detail of Charges Task: 1.5.19A Civil On-Site Improvement Plan Package (Subtask D-C.1) <span CreatedFromTXTextControl="1" style="font-family:Arial;font-size:10pt;"> <p style="margin-top:0pt;margin-bottom:0pt;" xmlns="http://www.w3.org/1999/xhtml"><span style="font-size:10pt;">Palm Nipomo Parking Structure (2019)</span></p> </span> Professional Personnel Date Team Member Hours Rate Amount Description 1/4/2022 Yoshida, Scott .25 185.00 46.25 Email correspondence. 1/7/2022 Yoshida, Scott 1.00 185.00 185.00 Conference call with Watry. Review code changes, civil drawing implications. Review plans. Summarize notes for ASA request. 1/11/2022 Yoshida, Scott .50 185.00 92.50 Follow-up coordination. 2/16/2022 Yoshida, Scott .50 185.00 92.50 Review theatre documents and email correspondence. 3/1/2022 Yoshida, Scott 1.00 200.00 200.00 Review email correspondence and prepare responses. Distribute COA matrix. Follow- up emails with architect. 3/2/2022 Yoshida, Scott 1.00 200.00 200.00 Respond to constructability review requests for information. Coordinate with survey regarding benchmark. Prepare efile and distribute. 3/7/2022 Yoshida, Scott .50 200.00 100.00 Follow-up coordination. Page 7Page 7 of 12 00720021022A 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Professional Personnel Date Team Member Hours Rate Amount Description 3/10/2022 Yoshida, Scott 1.50 200.00 300.00 Conference call with Watry, EDP and SLO Rep Theatre. Coordination meeting. Review documents. 3/14/2022 Yoshida, Scott .50 200.00 100.00 Follow-up coordination and email correspondence. 3/17/2022 Yoshida, Scott 1.25 200.00 250.00 Coordination with Watry and EDP/SLO REP Theater. Prepare updated efile. Email correspondence. 3/28/2022 Yoshida, Scott .50 200.00 100.00 Review email correspondence and attachment documents. Follow-up phone and email coordination. 3/29/2022 Yoshida, Scott 1.00 200.00 200.00 Review constructability comments. Email follow-up. 3/30/2022 Yoshida, Scott 3.00 200.00 600.00 Meeting with City and 3rd party plan checker. Review constructability review comments and mark-ups. Coordination and follow-up discussions. 4/19/2022 Yoshida, Scott 1.00 200.00 200.00 Review comments. 4/20/2022 Yoshida, Scott 1.00 200.00 200.00 Review comments. 4/21/2022 Yoshida, Scott .75 200.00 150.00 Review comments. 4/22/2022 Yoshida, Scott .50 200.00 100.00 Review comments. 4/25/2022 Yoshida, Scott .75 200.00 150.00 Review comments. 5/2/2022 Yoshida, Scott 1.00 200.00 200.00 Review comments. 5/3/2022 Yoshida, Scott 1.00 200.00 200.00 Review comments. 5/4/2022 Yoshida, Scott 1.00 200.00 200.00 Review comments. 5/5/2022 Yoshida, Scott 2.00 200.00 400.00 Meeting with Watry. Review comments. 5/6/2022 Yoshida, Scott 1.00 200.00 200.00 Review comments. 5/11/2022 Yoshida, Scott 1.50 200.00 300.00 Meeting with Watry and EDP. Coordination and follow-up. 5/12/2022 Yoshida, Scott .50 200.00 100.00 Coordination and follow-up. 5/13/2022 Yoshida, Scott .50 200.00 100.00 Coordination and follow-up. Page 8Page 8 of 12 00720021022A 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Professional Personnel Date Team Member Hours Rate Amount Description 5/16/2022 Yoshida, Scott 2.00 200.00 400.00 Phase 1B plans. 5/17/2022 Yoshida, Scott 3.00 200.00 600.00 Coordination meeting. Phase 1B plans. 5/18/2022 Yoshida, Scott 3.00 200.00 600.00 Phase 1B plans. 5/19/2022 Yoshida, Scott 2.00 200.00 400.00 Phase 1B plans. 5/20/2022 Yoshida, Scott 3.00 200.00 600.00 Coordination. 5/23/2022 Yoshida, Scott 2.50 200.00 500.00 Coordination. 5/24/2022 Yoshida, Scott 2.50 200.00 500.00 Coordination. 5/25/2022 Yoshida, Scott 1.50 200.00 300.00 Coordination and follow-up. 5/26/2022 Yoshida, Scott 2.50 200.00 500.00 Phase 1B plans. 5/27/2022 Yoshida, Scott 4.00 200.00 800.00 Phase 1B plans. 5/31/2022 Yoshida, Scott 2.50 200.00 500.00 Phase 1B plans. 6/1/2022 Yoshida, Scott 1.00 200.00 200.00 CDs. 6/2/2022 Yoshida, Scott 1.00 200.00 200.00 CDs. 6/3/2022 Yoshida, Scott 1.00 200.00 200.00 CDs. 5/27/2022 Anderson, Kevin 8.00 135.00 1,080.00 Phase 1B Plans 5/31/2022 Anderson, Kevin 3.00 135.00 405.00 Phase 1B Plans and Phase 2 Plans 6/7/2022 Anderson, Kevin 1.00 135.00 135.00 Specs 6/28/2022 Carbajal, Kevin 2.50 105.00 262.50 Phase 1B plans. 6/29/2022 Carbajal, Kevin 2.00 105.00 210.00 Phase 1B plans. 8/2/2022 Carbajal, Kevin 1.00 105.00 105.00 Phase 2 plan revisions. 8/3/2022 Carbajal, Kevin 1.50 105.00 157.50 Phase 2 plan revisions. 9/28/2022 Carbajal, Kevin 2.00 105.00 210.00 Phase 2 plan updates. 9/30/2022 Carbajal, Kevin 1.50 105.00 157.50 Phase 2 plan updates. 8/16/2022 Condit, Marcos 3.50 110.00 385.00 SWPPP 8/17/2022 Condit, Marcos 4.00 110.00 440.00 SWPPP & Phase 1B Plan Check Updates. 6/6/2022 Matsumoto, Kainoa 5.50 105.00 577.50 Phase 1B redlines 6/13/2022 Matsumoto, Kainoa 2.50 105.00 262.50 Phase 1B redlines 6/16/2022 Matsumoto, Kainoa 1.00 105.00 105.00 Phase 1A redlines Total Labor Task 1.5.19A $15,758.75 Page 9Page 9 of 12 00720021022A 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Accounts Payable Watry Design, Inc. Professional services rendered for: Palm Nipomo Parking Structure (2019) Detail of Charges Task: 1.5.20A Landscape On-Site Construction Documents (Subtask D-L.1) <span CreatedFromTXTextControl="1" style="font-family:Arial;font-size:10pt;"> <p style="margin-top:0pt;margin-bottom:0pt;" xmlns="http://www.w3.org/1999/xhtml"><span style="font-size:10pt;">Palm Nipomo Parking Structure (2019)</span></p> </span> Professional Personnel Date Team Member Hours Rate Amount Description 6/8/2022 McKay, Lief 1.00 230.00 230.00 Plancheck review/comments/coordination 6/8/2022 McKay, Lief 3.00 230.00 690.00 Plancheck review/comments/coordination 8/19/2022 McKay, Lief 1.50 230.00 345.00 Plan check 8/19/2022 McKay, Lief 1.50 230.00 345.00 Plan check 6/15/2022 Dufour, Christopher 2.00 165.00 330.00 plan review and coordination with Jamie, scott, etc 6/15/2022 Dufour, Christopher 2.00 165.00 330.00 plan review and coordination with Jamie, scott, etc 6/7/2022 Schmitz, Anna 1.25 125.00 156.25 Design Review. 11/30/2022 Adjustment-1 -8.75 1.00 -8.75 Total Labor Task 1.5.20A $2,417.50 Page 10Page 10 of 12 00720021022A 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Accounts Payable Watry Design, Inc. Professional services rendered for: Palm Nipomo Parking Structure (2019) Detail of Charges Task: 1.5.20B Landscape Off-Site Construction Documents (Subtask D-L.1) <span CreatedFromTXTextControl="1" style="font-family:Arial;font-size:10pt;"> <p style="margin-top:0pt;margin-bottom:0pt;" xmlns="http://www.w3.org/1999/xhtml"><span style="font-size:10pt;">Palm Nipomo Parking Structure (2019)</span></p> </span> Professional Personnel Date Team Member Hours Rate Amount Description 6/8/2022 McKay, Lief 1.50 230.00 345.00 Plancheck review/comments/coordination 6/9/2022 McKay, Lief 4.00 230.00 920.00 Plancheck review/comments/coordination 6/16/2022 Dufour, Christopher .50 165.00 82.50 review of pdf plans 6/8/2022 Schmitz, Anna .50 125.00 62.50 Coord with JC re: xref's. 6/30/2022 Adjustment-1 -30.00 1.00 -30.00 Total Labor Task 1.5.20B $1,380.00 Page 11Page 11 of 12 00720021022A 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Please mail all payments to our San Francisco office. Include the SOHA Project & Invoice numbers on your check. Main Office: 594 Howard Street, Ste. 400, San Francisco, C A 94105 T 415 989 9900 www.soha.com Invoice November 4, 2022 Project No: 220703.00 Watry Design, Inc. Invoice No: 0016970 2099 Gateway Place, Suite 550 San Jose CA 95110 Project: 220703.00 Palm Nipono SLO Shoring Criteria $1245 in labor for Sept Attn: Gordon Knowles/APconsultants@watrydesign.com WDI Job #09-079 Professional services from September 26, 2022 to October 30, 2022 Task: 00001 Criteria Documents Fee Total Fee 50,898.00 Percent Complete 100.00 Total Earned 50,898.00 Previous Fee Billing 40,718.40 Current Fee Billing 10,179.60 Total Fee 10,179.60 Total this task $10,179.60 Task: 00002 Design Review Fee Total Fee 8,982.00 Percent Complete 0.00 Total Earned 0.00 Previous Fee Billing 0.00 Current Fee Billing 0.00 Total Fee 0.00 Total this task $0.00 Total this invoice $10,179.60 Please mail all payments to our San Francisco office. Include the SOHA Project & Invoice numbers on your check. Main Office: 594 Howard Street, Ste. 400, San Francisco, C A 94105 T 415 989 9900 www.soha.com Project: 220703.00 Palm Nipono SLO Shoring Criteria Invoice No: 0016970 Outstanding Invoices Number Date Balance 0016897 8/30/22 33,083.70 0016928 9/20/22 7,634.70 Total 40,718.40 Total now due $50,898.00 City of San Luis Obispo Invoice number 942961 Invoice date 12/10/2022 Page 1 of 2 RRM Design Group 124.20 Consultant Billed Amount Consultant 998 Reimbursable Expenses Invoice total 124.20 942961 12/10/2022 124.20 124.20 Total 124.20 124.20 0.00 0.00 0.00 0.00 Aging Summary Invoice Number Invoice Date Outstanding Current Over 30 Over 60 Over 90 Over 120 REIMBURSABLE EXPENSES 50,000.00 12,065.08 11,940.88 124.20 37,934.92 Total 50,000.00 12,065.08 11,940.88 124.20 37,934.92 Invoice Summary Description Contract Amount Total Billed Prior Billed Current Billed Remaining Professional Services Rendered Through November 30, 2022 PO. Number: 15911 Supplier Number: 10129 City Contact Name: Shelsie Kloepper City of San Luis Obispo Attention: Account Payable Department 990 Palm Street San Luis Obispo, CA 93401 Invoice number 942961 Date 12/10/2022 Project 09-079 Palm Nipomo P/S Date 12/10/2022 Invoice number 942961City of San Luis Obispo 09-079 Palm Nipomo P/SProject City of San Luis Obispo Invoice number 942961 Invoice date 12/10/2022 Page 2 of 2 Please Remit Payment to : Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 833.917.PARK Accounts PayableWatry Design, Inc.2099 Gateway Pla Accounts Payable 00720021022A0720-02-UR19 11/30/2022 12:00:Palm Nipomo ParProfessional se11/30/2022 12:00:San Jose, CA 951 Contract Previously Current RemainingTime & Material Amount Invoiced Invoice Contract RE Reimbursable Expenses $1,586.02 $124.20 Total Time & Material $1,586.02 $124.20 SubTotal Time & Material This Invoice $124.20 Page 2Page 2 of 12 Accounts Payable Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 00720021022C 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: Professional services rendered for: Palm Nipomo Parking Structure (2019) Accounts Payable Watry Design, Inc. Professional services rendered for: Palm Nipomo Parking Structure (2019) Detail of Charges Task: RE Reimbursable Expenses <span CreatedFromTXTextControl="1" style="font-family:Arial;font-size:10pt;"> <p style="margin-top:0pt;margin-bottom:0pt;" xmlns="http://www.w3.org/1999/xhtml"><span style="font-size:10pt;">Palm Nipomo Parking Structure (2019)</span></p> </span> Reimbursable Expenses Blueprinting AP 9636810 6/28/2022 ASAP Reprographics / JAMIE C 124.20 Total Reimbursables Task RE 124.20 Page 12Page 12 of 12 00720021022C 0720-02-UR19 November 30 2022 Invoice #: Project #: Invoice Date: City of San Luis Obispo Invoice number 942962 Invoice date 12/10/2022 Page 1 of 2 Jessica A. McInerney 0.25 195.00 48.75 Senior Project Manager Hours Rate Billed Amount Labor 089 Add Service # 10 Invoice total 48.75 942962 12/10/2022 48.75 48.75 Total 48.75 48.75 0.00 0.00 0.00 0.00 Aging Summary Invoice Number Invoice Date Outstanding Current Over 30 Over 60 Over 90 Over 120 ADD SERVICE # 10 3,250.00 3,150.00 3,101.25 48.75 100.00 Total 3,250.00 3,150.00 3,101.25 48.75 100.00 Invoice Summary Description Contract Amount Total Billed Prior Billed Current Billed Remaining Professional Services Rendered Through November 30, 2022 Heyd Adobe 614 Monterey Street PO. Number: 15911 Supplier Number: 10129 City Contact Name: Shelsie Kloepper City of San Luis Obispo Attention: Account Payable Department 990 Palm Street San Luis Obispo, CA 93401 Invoice number 942962 Date 12/10/2022 Project 09-079 Palm Nipomo P/S Date 12/10/2022 Invoice number 942962City of San Luis Obispo 09-079 Palm Nipomo P/SProject City of San Luis Obispo Invoice number 942962 Invoice date 12/10/2022 Page 2 of 2 Please Remit Payment to : Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, CA 95110 833.917.PARK 100 From:LaFreniere, Matt Sent:Wednesday, November 30, 2022 3:21 PM To:Banker-Hix, Wyatt; Nelson, Brian; Hix, Kathleen Subject:RE: [EXT] MMRP Compliance Services Attachments:PropertyHistory - 610 Monterey.pdf; PropertyHistory - 614 Monterey.pdf; PropertyHistory - 970 Nipomo.pdf Follow Up Flag:Follow up Flag Status:Completed Hi all, Attached is the permit history. I looked in the hard-copy address folders, and there’s not much additional information. There is microfilm only for the New Plumbing Fixtures in Existing Bath permit for 610 Monterey. Let me know if you’d like to look through any hard-copy address folders or the one microfilm permit I mentioned. Here’s the historical info from EnerGov: 610 Monterey: 101 614 Monterey 102 970 Nipomo: 103 Thank you, Matt LaFreniere pronouns he/him/his Permit Technician Community Development Engineering Development Review 919 Palm Street, San Luis Obispo, CA 93401-3218 E mlafreni@slocity.org 104 T 805.781.7015 slocity.org Stay connected with the City by signing up for e-notifications From: Banker-Hix, Wyatt <wbanker@slocity.org> Sent: Wednesday, November 30, 2022 2:40 PM To: Nelson, Brian <BNelson@slocity.org> Cc: Hix, Kathleen <khix@slocity.org>; LaFreniere, Matt <mlafreni@slocity.org> Subject: RE: [EXT] MMRP Compliance Services Happy to pass this along! Kathleen/Matt – Can you assist us in the permit search below? Thank you, Wyatt Banker-Hix Engineer III Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 T 1-805-295-1609 E wbanker@slocity.org slocity.org Upcoming Vacation: 11/21 – 11/25 12/19 – 1/2/2023 From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, November 30, 2022 1:26 PM To: Banker-Hix, Wyatt <wbanker@slocity.org> Subject: FW: [EXT] MMRP Compliance Services Hi Wyatt, Can you work with Kathleen to find historic building permit records for 610 and 614 Monterey? These are likely in the microfilms, but I am not exactly sure. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Nelson, Brian Sent: Wednesday, November 30, 2022 1:08 PM To: 'Dustin Merrick' <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Dustin, 105 We’ll perform some research internally and see if we can find old building permit records. I’ll see if we can get back to you by Monday. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, November 28, 2022 1:17 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, Hope you had a good Thanksgiving holiday. We’re working on the HABS documentation for the buildings, and the architectural historian was wondering if the city can provide permits for the buildings. Is that something the city has records of, and if so, can they provide us the documentation? Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 3:21 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, November 18, 2022 11:18 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 106 Perfect, here’s the compiled PDF with changes incorporated, Brian. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 10:59 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Yes, very minor tweak. You can also change “Phase 1B in early 2023” to “Phase 1B in Spring 2023”. I think that’s it. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, November 17, 2022 1:45 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize if I hadn’t replied to this message previously. I just took a quick look at the draft pf the Phase 1B and Phase 2 MMP based on your comments here, and I think the only edit needed is the following tweak. Any change to the last sentence shown below that describes the anticipated timing? If not, I’ll finalize and send a revised version over to you. 107 Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, November 7, 2022 7:01 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Circling back to the original email where you submitted the Phase 1B/2 MMP. The document was submitted with the Phase 1B and 2 Permit packages and no comments were received by CDD. One change that has occurred since July is that the Phase 1B no longer includes grading and shoring and has been simplified to a demolition package (grading and shoring “site preparation” is now in Phase 2). So, the only comments I have are to clarify that in the introduction and update the date. With those updates, I consider it final. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo 108 From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, June 29, 2022 3:35 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Here it is, Brian. I have three comments in the Word version of the doc directed at you – two or them are related to timing, and are similar to a comment I left for you in the Phase 1A plan, which you didn’t express any concerns or questions about. The third comment is a recommendation that we set up a brief call for you, me, and Dustin (our project archeologist) to discuss the timing of the archaeological testing requirement. Let me know if you have any other questions or comments on this MMP, and we’ll address. I expect to provide you with a final PDF version that addresses any questions or comments. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, June 29, 2022 2:50 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for the draft Phase 1B/2 MMP by end of day. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 27, 2022 4:33 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 109 Hi Brian, my apologies I haven’t reported in on this. We’re finalizing the Phase 1B/2 MMP this week – I’m coordinating with Shawn on the progress he’s made on the soil testing component, and also coordinating with our cultural team to make sure we frame up the archaeological testing requirements correctly, but otherwise our draft of this deliverable is 90% complete. Right now I’m feeling confident we can get it across your desk on Wednesday. Give me a ring on my direct line at 805-242-4363 if you want to discuss. Thanks, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 27, 2022 9:35 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please provide an update on the Phase 1B/2 MMP. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 20, 2022 9:01 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I wanted to check and see whether you had any further comments on the Phase 1A MMP for this project. We’re buttoning up the Phase 1B/2 MMP this week, and I’d like the opportunity to make any updates across both MMPs, if possible, to minimize review time on Phase 1B/2. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) 110 Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, June 9, 2022 2:55 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Chris. I have submitted Phase 1A for building permit including the MMP so we’ll see if any other comments come through. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, June 9, 2022 2:34 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, attached is the Final MMP for Phase 1A. There were no major changes beyond your suggestions. The only other real edit was an update to the figure. Thanks for the quick review. We’re getting to work on the Phase 1B/2 MMP, and we’ll let you know if we have any questions about that deliverable as we proceed. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 6, 2022 12:18 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick 111 <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please see attached Phase 1A MMP Review. Very minimal revisions, primarily just some formatting emphasis added for stop work authority. Please proceed with Phase 1B and Phase 2 MMRP due two weeks from today, 6/20. This will align well with the planned building permit submittal for Phase 1B and 2. Let me know if you have any questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 4:43 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, A draft of the Phase 1A MMP is attached for your review. Please let us know if you have any questions. Once we’ve had the opportunity to review any comments, we’ll get moving on the Phase 1B/2 MMP. Thanks again for the opportunity to help the City continue to move this project forward! I hope you have a great Memorial Day weekend, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, May 27, 2022 11:19 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 112 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for Phase 1A today. Delivery of Phase 1B/2 two weeks after receipt of comments is reasonable. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 10:15 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize for the delay – my notes were more general than yours, and I’d just noted that we planned to deliver the Phase 1A MMP this week. I’m coordinating with our cultural group on the final edits, and we expect to have a draft of that deliverable to you by the end of the day today. I’d noted that we’d like to get the Phase 1A MMP on your desk for review to make sure it looked the way you’d like it to before we invested too much staff time in developing the Phase 1B/2 MMP. To that end, would it be acceptable to set the ETA for that deliverable as two weeks from Rincon receiving City comments on the Phase 1A MMP? FYI, I’ll be out of the office for a meeting from about 11:30AM today through around 3PM, but I should be back after 3 if you have any questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 26, 2022 2:56 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, 113 Can you provide a deliverable status on the monitoring plan for Phase 1A? My notes from the 5/11 kickoff meeting provided two weeks for that piece as due 5/25. Also, please provide a status on expected delivery of the Phase 1B & Phase 2 components. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 3:47 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks for clarifying, Brian. That seems an appropriate way to handle the NAM component. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, May 24, 2022 8:22 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Let’s stick with the mitigation requirement to only include a NAM if artifacts or remains are discovered. The Initial Study is included in the attachment starting on page 12 of the PDF. Let me know if you have any additional questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo 114 From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 7:31 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Brian, Thanks again for providing these helpful examples. I’m working with Dustin Merrick to get the MMP complete for Phase 1A. Dustin wanted to clarify a couple components of the mitigation needs for archaeological resources, so that we ultimately document the requirements in the right way for you:  The ER 10-07 Mitigation Measures document (attached) indicates the City is only required to bring in a Native American Monitor (NAM) if we find something prehistoric during construction monitoring (“If Native American artifacts or human remains are discovered within project areas, then the qualified Native American tribal representative or cultural community advisor shall be included as project monitors”). However, in the document, there is discussion between city personnel about bringing in a NAM that suggests a NAM would be present more generally during CR monitoring. Since the City will be on the hook to respond to the Tribes about any monitoring needs, we’d like staff to weigh in on whether we should assume a NAM will be present throughout the conditions that require CR monitoring, or only if there’s a prehistoric find.  Can we get a copy of the Initial Study/environmental document for the utility trenching (mentioned in the ER 10-07 Mitigation Measures document)? That document may give us more insight on why they didn’t call for a NAM and some background on what resources we are dealing with. (The Applied Earthworks CR report in the ER 10-07 Mitigation Measures doc is a monitoring plan/report for a project on Higuera Street.) If it’d help, I can also set up a call with you and Dustin to discuss these questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 12, 2022 8:20 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Attached are three examples of Mitigation and Monitoring plans prepared for underground utility projects in compliance with ER10-07. 115 Below is a snip of City utilities surrounding the site. There are OH PG&E and cable facilities that are crossing the site removal of which is within the scope of Phase 1A. I found the following records for demolition and construction of the existing parking lot, as well as an aerial from 1963 that could help identify where to auger: https://publicplans.slocity.org/WebLink/0/edoc/8689/PFM09808.pdf https://publicplans.slocity.org/WebLink/0/edoc/6103/PFM00068.pdf (This one indicates some on-site electrical and water for existing the lighting and landscaping) https://publicplans.slocity.org/WebLink/0/edoc/8762/PFMg07b.pdf Please confirm receipt as the attached files are a bit large. Thanks, Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications Permit #Type Work Class Status Description Apply Issue Finalize Address Parcel BLDG-L01501-1-1957 Building Alt/Addition - Single Family Finaled Pre-Foxpro. ROOF EXISTING PORCH 1957-10-03 1957-10-03 1957-10-03 610 MONTEREY 002-412-011 BLDG-L13353-1999 Electrical, Plumbing, Mechanical (EPM) Miscellaneous Finaled UPGRADE ELEC SERVICE TO 100A/ADD 5 CKTS 1999-03-04 1999-03-04 1999-06-22 610 MONTEREY 002-412-011 BLDG-L16115-2001 Electrical, Plumbing, Mechanical (EPM) Miscellaneous Finaled NEW PLUMBING FIXTURES IN EXISTING BATH 2001-12-10 2001-12-10 2002-02-01 610 MONTEREY 002-412-011 BLDG-L16310-2002 Electrical, Plumbing, Mechanical (EPM) Sewer Line Repair/Replacemen t Finaled REPLACE BUILDING SEWER 2002-02-13 2002-02-13 2002-02-27 610 MONTEREY 002-412-011 ENCR-L05904-2009 Encroachment Right of Way Finaled Fees waived per City-owned property. Place roll-off dumpster in metered parking spaces. All work to be done to City Standards. Contact the Public Works inspection hotline at 781- 7554 two working days prior to the start of work. 2009-05-22 2009-05-22 2009-05-29 610 MONTEREY 002-412-011 Permits Plans Plan #Type Work Class Status Description Apply Complete Address Parcel GENP (GPC 56-98)General Plan Conformity Report Import General Plan Conformity Report 1998-03-31 610 MONTEREY 002-412-011 ARCH (ARCMI 46-99)Architectural Review Minor/Incidental Import Architectural review of an access ramp and minor facade changes for an office conversion 1999-03-04 610 MONTEREY 002-412-011 USE (A 46-99)Use Permit Administrative Use Permit Import Request to convert a residence to an office and to allow off-site parking for the office at 960 Nipomo. 1999-03-04 610 MONTEREY 002-412-011 11/30/2022 2:47:02 PMPage 1 of 3 Property History: 610 monterey Plan #Type Work Class Status Description Apply Complete Address Parcel ARCH (ARC 128-09-6)Architectural Review Development Projects Import Pre-Foxpro. Code: P Type: ARC Microfilm: N. Description: Review of multi-level parking structure 2009-12-08 610 MONTEREY 002-412-011 ER (ER 128-09-6)Environmental Impact Determination Environmental Impact Determination Import Pre-Foxpro. Code: P Type: ER Microfilm: N. Description: Review of mult-level parking structure 2009-12-08 610 MONTEREY 002-412-011 USE (U 128-09-6)Use Permit Planning Commission Import Pre-Foxpro. Code: P Type: U Microfilm: N. Description: To allow a multi-level parking facility 2009-12-08 610 MONTEREY 002-412-011 PLOCC-101505-2014 Occupancy Space Occupancy Approved 610 Monterey 2014-07-30 610 Monterey 002-412-011 PLOCC-118844-2014 Occupancy Structure Occupancy Approved 610 Monterey 2014-07-30 610 Monterey 002-412-011 EID-0349-2017 Environmental Impact Determination Environmental Impact Determination Under Review Environmental Review of the proposed Palm Nipomo Parking Garage 2017-03-27 609 Palm 002-412-011 ARCH-0350-2017 Architectural Review Development Projects Void Architectural Review of a Parking Garage located at Palm and Nipomo 2017-03-27 609 Palm 002-412-011 USE-0388-2017 Use Permit Planning Commission Under Review New multi-story parking garage 2017-04-06 609 Palm 002-412-011 GENP-0389-2017 General Plan Map Amendment (incl. Rezoning) Under Review Change current zoning to Public Facillty (PF) zone 2017-04-06 609 Palm 002-412-011 HIST-0397-2017 Historic Review Historic Listing Void 2017-04-10 609 Palm 002-412-011 PRE-1686-2018 Pre-Application Architectural Review Under Review Pre-application review of a new performing arts theatre, the SLO Repertory Theatre 2018-06-26 610 Monterey 002-412-011 ARCH-0448-2019 Architectural Review Development Projects Under Review Architectural review of Palm Nipomo Parking Structure 2019-07-12 2019-08-09 609 Palm 002-412-011 USE-0449-2019 Use Permit Planning Commission Void NEW PARKING STRUCTURE AT PALM AND NIPOMO 2019-07-12 609 Palm 002-412-011 GENP-0450-2019 General Plan Map Amendment (incl. Rezoning) Void GP AMEND & REZONE FROM O-H TO C-D-H for NEW PARKING STRUCTURE AT PALM AND NIPOMO 2019-07-12 609 Palm 002-412-011 11/30/2022 2:47:02 PMPage 2 of 3 Property History: 610 monterey Plan #Type Work Class Status Description Apply Complete Address Parcel RZ-0460-2019 Rezoning Map Amendment (incl. Rezoning) Approved Rezone of O-H and R-3 to C- D-H for the Palm Nipomo Parking Structure 2019-07-15 2019-11-12 609 Palm 002-412-011 SBDV-0197-2020 Subdivision Voluntary Merger On-Hold Lot merger of the properties that make up the site for the Palm Nipomo Parking Structure and SLO Rep Theatre 2020-05-06 609 Palm 002-412-011 11/30/2022 2:47:02 PMPage 3 of 3 Property History: 610 monterey Permit #Type Work Class Status Description Apply Issue Finalize Address Parcel DEMO-0868-2021 Demolition Building Withdrawn DEMO OF HEYD ADOBE BUILDING STRUCTURE AT 614 MONTEREY ST 2021-04-15 614 Monterey 002-412-012 Permits Plans Plan #Type Work Class Status Description Apply Complete Address Parcel GENP (GPC 75-06)General Plan Conformity Report Import General plan conformity analysis for potential property acquisition 2006-05-05 614 MONTEREY 002-412-012 ARCH (ARC 128-09-7)Architectural Review Development Projects Import Pre-Foxpro. Code: P Type: ARC Microfilm: N. Description: Review of multi-level parking structure 2009-12-08 614 MONTEREY 002-412-012 ER (ER 128-09-7)Environmental Impact Determination Environmental Impact Determination Import Pre-Foxpro. Code: P Type: ER Microfilm: N. Description: Review of mult-level parking structure 2009-12-08 614 MONTEREY 002-412-012 USE (U 128-09-7)Use Permit Planning Commission Import Pre-Foxpro. Code: P Type: U Microfilm: N. Description: To allow a multi-level parking facility 2009-12-08 614 MONTEREY 002-412-012 PLOCC-124053-2014 Occupancy Space Occupancy Approved 614 Monterey 2014-07-30 614 Monterey 002-412-012 PLOCC-102188-2014 Occupancy Structure Occupancy Approved 614 Monterey 2014-07-30 614 Monterey 002-412-012 EID-0349-2017 Environmental Impact Determination Environmental Impact Determination Under Review Environmental Review of the proposed Palm Nipomo Parking Garage 2017-03-27 609 Palm 002-412-012 ARCH-0350-2017 Architectural Review Development Projects Void Architectural Review of a Parking Garage located at Palm and Nipomo 2017-03-27 609 Palm 002-412-012 USE-0388-2017 Use Permit Planning Commission Under Review New multi-story parking garage 2017-04-06 609 Palm 002-412-012 11/30/2022 2:47:40 PMPage 1 of 2 Property History: 614 monterey Plan #Type Work Class Status Description Apply Complete Address Parcel GENP-0389-2017 General Plan Map Amendment (incl. Rezoning) Under Review Change current zoning to Public Facillty (PF) zone 2017-04-06 609 Palm 002-412-012 HIST-0397-2017 Historic Review Historic Listing Void 2017-04-10 609 Palm 002-412-012 ARCH-0448-2019 Architectural Review Development Projects Under Review Architectural review of Palm Nipomo Parking Structure 2019-07-12 2019-08-09 609 Palm 002-412-012 USE-0449-2019 Use Permit Planning Commission Void NEW PARKING STRUCTURE AT PALM AND NIPOMO 2019-07-12 609 Palm 002-412-012 GENP-0450-2019 General Plan Map Amendment (incl. Rezoning) Void GP AMEND & REZONE FROM O-H TO C-D-H for NEW PARKING STRUCTURE AT PALM AND NIPOMO 2019-07-12 609 Palm 002-412-012 RZ-0460-2019 Rezoning Map Amendment (incl. Rezoning) Approved Rezone of O-H and R-3 to C- D-H for the Palm Nipomo Parking Structure 2019-07-15 2019-11-12 609 Palm 002-412-012 SBDV-0197-2020 Subdivision Voluntary Merger On-Hold Lot merger of the properties that make up the site for the Palm Nipomo Parking Structure and SLO Rep Theatre 2020-05-06 609 Palm 002-412-012 11/30/2022 2:47:40 PMPage 2 of 2 Property History: 614 monterey Permit #Type Work Class Status Description Apply Issue Finalize Address Parcel BLDG-L05023-1962 Building Alt/Addition - Commercial Finaled Pre-Foxpro. RENEWAL OF PERMIT #4425 1962-07-26 1962-07-26 1962-07-26 970 NIPOMO 002-412-002 BLDG-L01162-4-1965 Electrical, Plumbing, Mechanical (EPM) Miscellaneous Finaled Pre-Foxpro. WATER HEATER 1965-04-22 1965-04-22 1965-04-22 970 NIPOMO 002-412-002 BLDG-L01788-4-1967 Electrical, Plumbing, Mechanical (EPM) Miscellaneous Finaled Pre-Foxpro. WATER HEATER 1967-01-19 1967-01-19 1967-01-19 970 NIPOMO 002-412-002 BLDG-L02719-5-1970 Demolition Building Finaled Pre-Foxpro.1970-12-21 1970-12-21 1970-12-23 970 NIPOMO 002-412-002 BLDG-L01579-1982 Building Import Finaled WALL HEATER & GAS LINE 1982-12-15 1982-12-23 1982-12-23 972 NIPOMO 002-412-002 Permits Plans Plan #Type Work Class Status Description Apply Complete Address Parcel OCC-1994-(OCC-12- 94) Occupancy Home Occupation Approved TRAVEL SERVICE 1994-01-19 1994-01-25 972 NIPOMO 002-412-002 USE (A 80-94)Use Permit Administrative Use Permit Import Convert dwelling to office in O zone 1994-06-23 1994-07-14 972 NIPOMO 002-412-002 USE (U 128-09-3)Use Permit Planning Commission Import Pre-Foxpro. Code: P Type: U Microfilm: N. Description: To allow a multi-level parking facility 2009-12-08 970 NIPOMO 002-412-002 ER (ER 128-09-3)Environmental Impact Determination Environmental Impact Determination Import Pre-Foxpro. Code: P Type: ER Microfilm: N. Description: Review of mult-level parking structure 2009-12-08 970 NIPOMO 002-412-002 ARCH (ARC 128-09-3)Architectural Review Development Projects Import Pre-Foxpro. Code: P Type: ARC Microfilm: N. Description: Review of multi-level parking structure 2009-12-08 970 NIPOMO 002-412-002 11/30/2022 3:09:13 PMPage 1 of 3 Property History: 970 nipomo Plan #Type Work Class Status Description Apply Complete Address Parcel PLOCC-126572-2014 Occupancy Structure Occupancy Approved 970 Nipomo 2014-07-30 970 Nipomo 002-412-002 PLOCC-120470-2014 Occupancy Space Occupancy Approved 970 Nipomo 2014-07-30 970 Nipomo 002-412-002 PLOCC-104141-2014 Occupancy Space Occupancy Approved 972 Nipomo 2014-07-30 972 Nipomo 002-412-002 PLOCC-128654-2014 Occupancy Structure Occupancy Approved 972 Nipomo 2014-07-30 972 Nipomo 002-412-002 EID-0349-2017 Environmental Impact Determination Environmental Impact Determination Under Review Environmental Review of the proposed Palm Nipomo Parking Garage 2017-03-27 609 Palm 002-412-002 ARCH-0350-2017 Architectural Review Development Projects Void Architectural Review of a Parking Garage located at Palm and Nipomo 2017-03-27 609 Palm 002-412-002 USE-0388-2017 Use Permit Planning Commission Under Review New multi-story parking garage 2017-04-06 609 Palm 002-412-002 GENP-0389-2017 General Plan Map Amendment (incl. Rezoning) Under Review Change current zoning to Public Facillty (PF) zone 2017-04-06 609 Palm 002-412-002 HIST-0397-2017 Historic Review Historic Listing Void 2017-04-10 609 Palm 002-412-002 ARCH-0448-2019 Architectural Review Development Projects Under Review Architectural review of Palm Nipomo Parking Structure 2019-07-12 2019-08-09 609 Palm 002-412-002 USE-0449-2019 Use Permit Planning Commission Void NEW PARKING STRUCTURE AT PALM AND NIPOMO 2019-07-12 609 Palm 002-412-002 GENP-0450-2019 General Plan Map Amendment (incl. Rezoning) Void GP AMEND & REZONE FROM O-H TO C-D-H for NEW PARKING STRUCTURE AT PALM AND NIPOMO 2019-07-12 609 Palm 002-412-002 RZ-0460-2019 Rezoning Map Amendment (incl. Rezoning) Approved Rezone of O-H and R-3 to C- D-H for the Palm Nipomo Parking Structure 2019-07-15 2019-11-12 609 Palm 002-412-002 SBDV-0197-2020 Subdivision Voluntary Merger On-Hold Lot merger of the properties that make up the site for the Palm Nipomo Parking Structure and SLO Rep Theatre 2020-05-06 609 Palm 002-412-002 ARCH-0221-2022 Architectural Review Minor/Incidental Under Review Modification to the previously approved SLO Rep Theatre building (ARCH-0415-2019) 2022-04-25 609 Palm 002-412-002 11/30/2022 3:09:13 PMPage 2 of 3 Property History: 970 nipomo 11/30/2022 3:09:13 PMPage 3 of 3 Property History: 970 nipomo 116 From:Nelson, Brian Sent:Monday, November 28, 2022 7:31 AM To:Gauna, Samuel Subject:FW: [EXT] MMRP Compliance Services Attachments:Phase 1B-2 Mitigation and Monitoring Plan.pdf FYI. I dropped a copy in the project folder on the G: drive. We will need to ensure this is added to the Phase 1B and Phase 2 Spec package. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, November 18, 2022 11:18 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Perfect, here’s the compiled PDF with changes incorporated, Brian. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 10:59 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Yes, very minor tweak. You can also change “Phase 1B in early 2023” to “Phase 1B in Spring 2023”. I think that’s it. 117 Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, November 17, 2022 1:45 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize if I hadn’t replied to this message previously. I just took a quick look at the draft pf the Phase 1B and Phase 2 MMP based on your comments here, and I think the only edit needed is the following tweak. Any change to the last sentence shown below that describes the anticipated timing? If not, I’ll finalize and send a revised version over to you. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, November 7, 2022 7:01 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 118 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Circling back to the original email where you submitted the Phase 1B/2 MMP. The document was submitted with the Phase 1B and 2 Permit packages and no comments were received by CDD. One change that has occurred since July is that the Phase 1B no longer includes grading and shoring and has been simplified to a demolition package (grading and shoring “site preparation” is now in Phase 2). So, the only comments I have are to clarify that in the introduction and update the date. With those updates, I consider it final. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, June 29, 2022 3:35 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Here it is, Brian. I have three comments in the Word version of the doc directed at you – two or them are related to timing, and are similar to a comment I left for you in the Phase 1A plan, which you didn’t express any concerns or questions about. The third comment is a recommendation that we set up a brief call for you, me, and Dustin (our project archeologist) to discuss the timing of the archaeological testing requirement. Let me know if you have any other questions or comments on this MMP, and we’ll address. I expect to provide you with a final PDF version that addresses any questions or comments. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, June 29, 2022 2:50 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 119 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for the draft Phase 1B/2 MMP by end of day. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 27, 2022 4:33 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, my apologies I haven’t reported in on this. We’re finalizing the Phase 1B/2 MMP this week – I’m coordinating with Shawn on the progress he’s made on the soil testing component, and also coordinating with our cultural team to make sure we frame up the archaeological testing requirements correctly, but otherwise our draft of this deliverable is 90% complete. Right now I’m feeling confident we can get it across your desk on Wednesday. Give me a ring on my direct line at 805-242-4363 if you want to discuss. Thanks, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 27, 2022 9:35 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please provide an update on the Phase 1B/2 MMP. Thanks, 120 Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 20, 2022 9:01 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I wanted to check and see whether you had any further comments on the Phase 1A MMP for this project. We’re buttoning up the Phase 1B/2 MMP this week, and I’d like the opportunity to make any updates across both MMPs, if possible, to minimize review time on Phase 1B/2. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, June 9, 2022 2:55 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Chris. I have submitted Phase 1A for building permit including the MMP so we’ll see if any other comments come through. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, June 9, 2022 2:34 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, attached is the Final MMP for Phase 1A. There were no major changes beyond your suggestions. The only other real edit was an update to the figure. Thanks for the quick review. 121 We’re getting to work on the Phase 1B/2 MMP, and we’ll let you know if we have any questions about that deliverable as we proceed. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 6, 2022 12:18 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please see attached Phase 1A MMP Review. Very minimal revisions, primarily just some formatting emphasis added for stop work authority. Please proceed with Phase 1B and Phase 2 MMRP due two weeks from today, 6/20. This will align well with the planned building permit submittal for Phase 1B and 2. Let me know if you have any questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 4:43 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, A draft of the Phase 1A MMP is attached for your review. Please let us know if you have any questions. Once we’ve had the opportunity to review any comments, we’ll get moving on the Phase 1B/2 MMP. Thanks again for the opportunity to help the City continue to move this project forward! I hope you have a great Memorial Day weekend, 122 Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, May 27, 2022 11:19 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for Phase 1A today. Delivery of Phase 1B/2 two weeks after receipt of comments is reasonable. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 10:15 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize for the delay – my notes were more general than yours, and I’d just noted that we planned to deliver the Phase 1A MMP this week. I’m coordinating with our cultural group on the final edits, and we expect to have a draft of that deliverable to you by the end of the day today. I’d noted that we’d like to get the Phase 1A MMP on your desk for review to make sure it looked the way you’d like it to before we invested too much staff time in developing the Phase 1B/2 MMP. To that end, would it be acceptable to set the ETA for that deliverable as two weeks from Rincon receiving City comments on the Phase 1A MMP? FYI, I’ll be out of the office for a meeting from about 11:30AM today through around 3PM, but I should be back after 3 if you have any questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 123 From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 26, 2022 2:56 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Can you provide a deliverable status on the monitoring plan for Phase 1A? My notes from the 5/11 kickoff meeting provided two weeks for that piece as due 5/25. Also, please provide a status on expected delivery of the Phase 1B & Phase 2 components. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 3:47 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks for clarifying, Brian. That seems an appropriate way to handle the NAM component. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, May 24, 2022 8:22 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 124 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Let’s stick with the mitigation requirement to only include a NAM if artifacts or remains are discovered. The Initial Study is included in the attachment starting on page 12 of the PDF. Let me know if you have any additional questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 7:31 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Brian, Thanks again for providing these helpful examples. I’m working with Dustin Merrick to get the MMP complete for Phase 1A. Dustin wanted to clarify a couple components of the mitigation needs for archaeological resources, so that we ultimately document the requirements in the right way for you:  The ER 10-07 Mitigation Measures document (attached) indicates the City is only required to bring in a Native American Monitor (NAM) if we find something prehistoric during construction monitoring (“If Native American artifacts or human remains are discovered within project areas, then the qualified Native American tribal representative or cultural community advisor shall be included as project monitors”). However, in the document, there is discussion between city personnel about bringing in a NAM that suggests a NAM would be present more generally during CR monitoring. Since the City will be on the hook to respond to the Tribes about any monitoring needs, we’d like staff to weigh in on whether we should assume a NAM will be present throughout the conditions that require CR monitoring, or only if there’s a prehistoric find.  Can we get a copy of the Initial Study/environmental document for the utility trenching (mentioned in the ER 10-07 Mitigation Measures document)? That document may give us more insight on why they didn’t call for a NAM and some background on what resources we are dealing with. (The Applied Earthworks CR report in the ER 10-07 Mitigation Measures doc is a monitoring plan/report for a project on Higuera Street.) If it’d help, I can also set up a call with you and Dustin to discuss these questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 125 From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 12, 2022 8:20 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Attached are three examples of Mitigation and Monitoring plans prepared for underground utility projects in compliance with ER10-07. Below is a snip of City utilities surrounding the site. There are OH PG&E and cable facilities that are crossing the site removal of which is within the scope of Phase 1A. I found the following records for demolition and construction of the existing parking lot, as well as an aerial from 1963 that could help identify where to auger: https://publicplans.slocity.org/WebLink/0/edoc/8689/PFM09808.pdf https://publicplans.slocity.org/WebLink/0/edoc/6103/PFM00068.pdf (This one indicates some on-site electrical and water for existing the lighting and landscaping) https://publicplans.slocity.org/WebLink/0/edoc/8762/PFMg07b.pdf Please confirm receipt as the attached files are a bit large. Thanks, 126 Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications 127 From:Chris Bersbach <cbersbach@rinconconsultants.com> Sent:Friday, November 18, 2022 11:18 AM To:Nelson, Brian Cc:McKay, Lief I.; Shawn Decker; Dustin Merrick Subject:RE: [EXT] MMRP Compliance Services Attachments:Phase 1B-2 Mitigation and Monitoring Plan.pdf Follow Up Flag:Follow up Flag Status:Completed Perfect, here’s the compiled PDF with changes incorporated, Brian. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 18, 2022 10:59 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Yes, very minor tweak. You can also change “Phase 1B in early 2023” to “Phase 1B in Spring 2023”. I think that’s it. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, November 17, 2022 1:45 PM To: Nelson, Brian <BNelson@slocity.org> 128 Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize if I hadn’t replied to this message previously. I just took a quick look at the draft pf the Phase 1B and Phase 2 MMP based on your comments here, and I think the only edit needed is the following tweak. Any change to the last sentence shown below that describes the anticipated timing? If not, I’ll finalize and send a revised version over to you. Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com Upcoming out of office alerts: Wednesday, November 23 through Friday, November 25 Thursday, December 22 through Monday, January 2. From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, November 7, 2022 7:01 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Circling back to the original email where you submitted the Phase 1B/2 MMP. The document was submitted with the Phase 1B and 2 Permit packages and no comments were received by CDD. One change that has occurred since July is that the Phase 1B no longer includes grading and shoring and has been simplified to a demolition package (grading 129 and shoring “site preparation” is now in Phase 2). So, the only comments I have are to clarify that in the introduction and update the date. With those updates, I consider it final. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, June 29, 2022 3:35 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Here it is, Brian. I have three comments in the Word version of the doc directed at you – two or them are related to timing, and are similar to a comment I left for you in the Phase 1A plan, which you didn’t express any concerns or questions about. The third comment is a recommendation that we set up a brief call for you, me, and Dustin (our project archeologist) to discuss the timing of the archaeological testing requirement. Let me know if you have any other questions or comments on this MMP, and we’ll address. I expect to provide you with a final PDF version that addresses any questions or comments. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, June 29, 2022 2:50 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for the draft Phase 1B/2 MMP by end of day. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo 130 From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 27, 2022 4:33 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, my apologies I haven’t reported in on this. We’re finalizing the Phase 1B/2 MMP this week – I’m coordinating with Shawn on the progress he’s made on the soil testing component, and also coordinating with our cultural team to make sure we frame up the archaeological testing requirements correctly, but otherwise our draft of this deliverable is 90% complete. Right now I’m feeling confident we can get it across your desk on Wednesday. Give me a ring on my direct line at 805-242-4363 if you want to discuss. Thanks, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 27, 2022 9:35 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please provide an update on the Phase 1B/2 MMP. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 20, 2022 9:01 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services 131 Brian, I wanted to check and see whether you had any further comments on the Phase 1A MMP for this project. We’re buttoning up the Phase 1B/2 MMP this week, and I’d like the opportunity to make any updates across both MMPs, if possible, to minimize review time on Phase 1B/2. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, June 9, 2022 2:55 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Chris. I have submitted Phase 1A for building permit including the MMP so we’ll see if any other comments come through. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, June 9, 2022 2:34 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, attached is the Final MMP for Phase 1A. There were no major changes beyond your suggestions. The only other real edit was an update to the figure. Thanks for the quick review. We’re getting to work on the Phase 1B/2 MMP, and we’ll let you know if we have any questions about that deliverable as we proceed. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 132 From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 6, 2022 12:18 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please see attached Phase 1A MMP Review. Very minimal revisions, primarily just some formatting emphasis added for stop work authority. Please proceed with Phase 1B and Phase 2 MMRP due two weeks from today, 6/20. This will align well with the planned building permit submittal for Phase 1B and 2. Let me know if you have any questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 4:43 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, A draft of the Phase 1A MMP is attached for your review. Please let us know if you have any questions. Once we’ve had the opportunity to review any comments, we’ll get moving on the Phase 1B/2 MMP. Thanks again for the opportunity to help the City continue to move this project forward! I hope you have a great Memorial Day weekend, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com 133 From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, May 27, 2022 11:19 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for Phase 1A today. Delivery of Phase 1B/2 two weeks after receipt of comments is reasonable. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 10:15 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize for the delay – my notes were more general than yours, and I’d just noted that we planned to deliver the Phase 1A MMP this week. I’m coordinating with our cultural group on the final edits, and we expect to have a draft of that deliverable to you by the end of the day today. I’d noted that we’d like to get the Phase 1A MMP on your desk for review to make sure it looked the way you’d like it to before we invested too much staff time in developing the Phase 1B/2 MMP. To that end, would it be acceptable to set the ETA for that deliverable as two weeks from Rincon receiving City comments on the Phase 1A MMP? FYI, I’ll be out of the office for a meeting from about 11:30AM today through around 3PM, but I should be back after 3 if you have any questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 26, 2022 2:56 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick 134 <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Can you provide a deliverable status on the monitoring plan for Phase 1A? My notes from the 5/11 kickoff meeting provided two weeks for that piece as due 5/25. Also, please provide a status on expected delivery of the Phase 1B & Phase 2 components. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 3:47 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks for clarifying, Brian. That seems an appropriate way to handle the NAM component. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, May 24, 2022 8:22 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Let’s stick with the mitigation requirement to only include a NAM if artifacts or remains are discovered. The Initial Study is included in the attachment starting on page 12 of the PDF. 135 Let me know if you have any additional questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 7:31 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Brian, Thanks again for providing these helpful examples. I’m working with Dustin Merrick to get the MMP complete for Phase 1A. Dustin wanted to clarify a couple components of the mitigation needs for archaeological resources, so that we ultimately document the requirements in the right way for you:  The ER 10-07 Mitigation Measures document (attached) indicates the City is only required to bring in a Native American Monitor (NAM) if we find something prehistoric during construction monitoring (“If Native American artifacts or human remains are discovered within project areas, then the qualified Native American tribal representative or cultural community advisor shall be included as project monitors”). However, in the document, there is discussion between city personnel about bringing in a NAM that suggests a NAM would be present more generally during CR monitoring. Since the City will be on the hook to respond to the Tribes about any monitoring needs, we’d like staff to weigh in on whether we should assume a NAM will be present throughout the conditions that require CR monitoring, or only if there’s a prehistoric find.  Can we get a copy of the Initial Study/environmental document for the utility trenching (mentioned in the ER 10-07 Mitigation Measures document)? That document may give us more insight on why they didn’t call for a NAM and some background on what resources we are dealing with. (The Applied Earthworks CR report in the ER 10-07 Mitigation Measures doc is a monitoring plan/report for a project on Higuera Street.) If it’d help, I can also set up a call with you and Dustin to discuss these questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 12, 2022 8:20 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: [EXT] MMRP Compliance Services 136 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Attached are three examples of Mitigation and Monitoring plans prepared for underground utility projects in compliance with ER10-07. Below is a snip of City utilities surrounding the site. There are OH PG&E and cable facilities that are crossing the site removal of which is within the scope of Phase 1A. I found the following records for demolition and construction of the existing parking lot, as well as an aerial from 1963 that could help identify where to auger: https://publicplans.slocity.org/WebLink/0/edoc/8689/PFM09808.pdf https://publicplans.slocity.org/WebLink/0/edoc/6103/PFM00068.pdf (This one indicates some on-site electrical and water for existing the lighting and landscaping) https://publicplans.slocity.org/WebLink/0/edoc/8762/PFMg07b.pdf Please confirm receipt as the attached files are a bit large. Thanks, Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 137 slocity.org Stay connected with the City by signing up for e-notifications Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan prepared for City of San Luis Obispo Public Works Department 919 Palm Street San Luis Obispo, California 93401 prepared by Rincon Consultants, Inc. 1530 Monterey Street, Suite D San Luis Obispo, California 93401 November 2022 Please cite this report as follows: Montgomery, Courtney, Ashley Losco, Ken Victorino, Christopher Duran, Christopher Bersbach, and Shawn Decker 2022 Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan, San Luis Obispo County, California. Rincon Consultants Project No. 22-12836. Report on file at Rincon Consultants, Inc. 180 North Ashwood Avenue Ventura, California 93001 Table of Contents Phase 1B & Phase 2 Mitigation and Monitoring Plan i Table of Contents 1 Introduction ....................................................................................................................................1 Project Location and Description ..................................................................................... 10 Environmental Resource Sensitivity ................................................................................ 10 2 Plan Check Requirements ............................................................................................................ 15 3 Monitoring Requirements ........................................................................................................... 21 4 Archaeological Testing Requirements ......................................................................................... 24 5 Resource Discovery Plan .............................................................................................................. 25 Discovery of Archaeological Resources ........................................................................... 25 Discovery of Human Remains .......................................................................................... 26 Discovery of Paleontological Resources .......................................................................... 26 6 Reporting of Monitoring Results and Curation Finds .................................................................. 27 Reporting of Archaeological Monitoring Results ............................................................. 27 Curation of Archaeological Finds ..................................................................................... 27 Reporting of Paleontological Monitoring Results ............................................................ 27 Curation of Paleontological Resources ............................................................................ 28 7 References ................................................................................................................................... 29 Figures Figure 1 Project Location Depicted on Topographic Background ................................................. 11 City of San Luis Obispo Cultural Arts District Parking Structure Project ii This page intentionally left blank. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 1 1 Introduction Rincon Consultants, Inc. (Rincon) was retained by the City of San Luis Obispo (City) to provide Mitigation Monitoring and Reporting Program (MMRP) compliance services in support of Phase 1B and Phase 2 of the Cultural Arts District Parking Structure Project (formerly known as the Palm Nipomo Parking Structure) in San Luis Obispo, California. The Mitigation and Monitoring Plan (MMP) will address the details, timing, and responsibility of all required mitigation monitoring activities. The current Phase 1A of the Cultural Arts District Parking Structure Project (project) consists of undergrounding existing dry utilities in preparation for the main phases of construction. Phase 1B consists of demolition and Phase 2 consists of site preparation and construction of the parking structure and surrounding site improvements. Phase 1B and Phase 2 are subject to mitigation requirements outlined in the Final EIR for the Palm Nipomo Parking Structure Project adopted by the City Council in July 2018 (2018 Final EIR; City of San Luis Obispo 2018). The City intends to submit for building permit approval for all project phases in 2022 and intends to commence Phase 1B in Spring 2023 and Phase 2 in Fall 2023. This MMP was prepared by Rincon Consultants, Inc. (Rincon) in compliance with the Mitigation Monitoring and Reporting Program prepared in support of the 2018 Final EIR for the Palm Nipomo Parking Structure Project. The Mitigation Monitoring and Reporting Program includes the following mitigation measures for Aesthetics, Air Quality, Biological Resources, Cultural Resources, Geology and Soils, Hazards and Hazardous Materials, Historic Resources, Noise, Paleontological Resources, and Transportation: AESTHETICS/VISUAL RESOURCES 1. Prior to issuance of building permits, the applicant shall prepare and submit a comprehensive lighting plan for Architectural Review Committee review and approval. The lighting plan shall be consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall address all aspects of the lighting, including but not limited to all buildings, infrastructure, driveways, paths, plazas, safety, and signage. The lighting plan must include identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting, and a photometric map must be provided. The lighting plan shall include the following: a. The point source of all exterior lighting shall be shielded from offsite views b. Light trespass from exterior lights shall be minimized by directing light downward and utilizing cut-off fixtures or shields c. Lumination from exterior lights shall be the lowest level allowed by public safety standards d. Exterior lighting shall be designed to not focus illumination onto exterior walls e. Any signage visible from offsite shall not be internally laminated City of San Luis Obispo Cultural Arts District Parking Structure Project 2 2. To minimize impacts on residential development in proximity to the project site, roof and building materials shall be non-reflective, and shall be muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. AIR QUALITY 3. Construction projects shall implement the following dust control measures so as to reduce PM10 emissions in accordance with San Luis Obispo Air Pollution Control District (SLOAPCD) requirements.  Reduce the amount of the disturbed area where possible  Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible  All dirt stock pile areas shall be sprayed daily as needed  Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities  Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established  All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD  All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used  Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site  All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114  Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site  Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible  All of these fugitive dust mitigation measures shall be shown on grading and building plans  The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 3 such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. 4. The following standard air quality mitigation measures shall be implemented during construction activities at the project site:  Maintain all construction equipment in proper tune according to manufacturer’s specifications  Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road)  Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation  Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation  Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance  All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit  Diesel idling within 1,000 feet of sensitive receptors is not permitted  Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors  Electrify equipment when feasible  Substitute gasoline-powered in place of diesel-powered equipment, where feasible  Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel 5. The following BACT for diesel-fueled construction equipment shall be implemented during construction activities at the project site, where feasible:  Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible  Repower equipment with the cleanest engines available  Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) 6. To reduce ROG and NOX levels during the architectural coating phase, low or no VOC- emission paint shall be used with levels of 50 g/L or less. City of San Luis Obispo Cultural Arts District Parking Structure Project 4 BIOLOGICAL RESOURCES 7. To avoid disturbance of nesting and special-status birds, activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition shall occur outside of the bird breeding season (typically February through August in the project region). If construction must begin within the breeding season, then a pre-construction nesting bird survey shall be conducted no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. The survey shall be conducted by a biologist familiar with the identification of avian species known to occur in the area. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated by the biologist with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary. All construction personnel shall be notified as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the avian biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL RESOURCES 8. A qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Standards for professional archaeology (hereafter qualified archaeologist), shall be retained to carry out all mitigation measures related to archaeological resources. 9. Mitigation of archaeological resources within the project area shall follow the Consolidated Approach as outlined in the City of San Luis Obispo Archaeological Resource Preservation Program Guidelines. The Consolidated Approach shall include (1) the preparation of a Research Design and Mitigation Plan prepared by the qualified archaeologist and submitted for written approval to the City’s Community Development Director (Director), which shall include but not be limited to the research design, laboratory and field methods, public interpretation, and location of curation; (2) monitoring of demolition and clearing of pavement within the project area; (3) fieldwork after the removal of pavement consisting of a Phase I inventory, Phase 2 Testing and Evaluation, and Phase 3 Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; (4) the completion of special studies, such as faunal analysis, if appropriate, and the curation of recovered artifacts; and (5) the completion of a technical report documenting the results of the consolidated approach prepared in accordance with current professional standards and submitted to the Director. 10. An archaeological monitor shall be present for all project-related ground-disturbing construction activities. The monitor(s) shall be onsite on a full-time basis during earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 5 11. In the event that cultural resources are encountered during the implementation of Mitigation Measures 9 or 10, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and the testing plan outlined under Mitigation Measure 9. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the City GEOLOGY AND SOILS 12. Once the final maximum loads of the project have been determined, a design-level geotechnical report shall be prepared that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. Recommendations could include, but are not limited to the following:  Use imported non-expansive materials combined with pre-moistening of the soils to provide protection for slabs and flatwork  Provide a layer of non-expansive material 18 to 24 inches thick  Use post-tensioned slabs-on-grade  Implement shoring methods, such as shotcrete-faced soil nail walls, tangent drilled caissons, whaler-braced retaining walls, and steel I-beam and lagging walls  Use over-excavation and recompaction  Utilize a deep foundation system, such as caissons or rammed aggregate piers  A certified soils engineer shall be retained for monitoring during construction of the project. The certified soils engineer shall also provide any necessary soil testing during construction, to ensure compliance with the design-level geotechnical report, and to provide site-specific guidance as subsurface materials are encountered. HAZARDS AND HAZARDOUS MATERIALS 13. Prior to issuance of grading permits, additional soil samples testing for total petroleum hydrocarbons shall be performed. A work plan shall be completed to address the sampling protocols to be followed, as well as the number of samples to be taken and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation, contaminated materials shall be remediated either prior to or concurrent with construction. Remediation shall generally include a management plan which establishes design and implementation of remediation. Cleanup may include excavation, disposal, bio-remediation, or any other City of San Luis Obispo Cultural Arts District Parking Structure Project 6 treatment of conditions subject to regulatory action. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be remediated under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency. The remediation program shall also be approved by the San Luis Obispo Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation, the environmental consultant shall prepare a report summarizing the project, the remediation approach implemented, and the analytical results after completion of the remediation, including all waste disposal or treatment manifests. HISTORICAL RESOURCES 14. Impacts to historical resources shall be minimized through the preparation of archival historic building documentation packages for both 610 and 614 Monterey Street. Prior to issuance of demolition permits, the City of San Luis Obispo shall ensure that documentation of both properties is completed in the form of a Historic American Building Survey (HABS)-Like documentation that shall comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall generally follow the HABS Level III requirements and include high- quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed for both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. NOISE 15. Construction vehicles and haul trucks shall utilize roadways which avoid residential neighborhoods and sensitive receptors where possible. The applicant shall submit a proposed construction vehicle and hauling route for City review and approval prior to grading/building permit issuance. The approved construction vehicle and hauling route shall be used for all construction vehicles and hauling trips during the duration of construction. 16. Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 7 17. For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include:  Sound blankets on noise-generating equipment Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25.  All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers  For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities  Electrical power shall be used to power air compressors and similar power tools  The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day)  Temporary sound barriers shall be constructed between construction sites and affected uses 18. The contractor shall inform residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. Proof of mailing the notices shall be provided to the Community Development Department before the City issues a zoning clearance. Signs shall be in place before beginning of and throughout grading and construction activities. Noise-related complaints shall be directed to the City’s Community Development Department. 19. Prior to the issuance of grading permits, the City of San Luis Obispo shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. PALEONTOLOGICAL RESOURCES 20. A qualified project paleontologist, defined as a paleontologist who meets the standards of the SVP (2010), shall be retained to carry out all mitigation measures related to paleontological resources. 21. Prior to the start of construction, the project paleontologist or his or her designee shall conduct training for construction personnel regarding the appearance of fossils and the procedures for notifying paleontological staff should fossils be discovered by construction staff. The WEAP shall be fulfilled at the time of a preconstruction meeting at which a qualified paleontologist shall attend. City of San Luis Obispo Cultural Arts District Parking Structure Project 8 22. Ground-disturbing construction activities (including grading, trenching, foundation work, and other excavations) in previously undisturbed sediments that exceed 10 feet in depth shall be monitored on a full-time basis during initial ground disturbance. Monitoring shall be conducted by a qualified paleontological monitor, who is defined as an individual who has experience with collection and salvage of paleontological resources and meets the minimum standards of the SVP (2010). The duration and timing of the monitoring will be determined by the project paleontologist and the location and extent of proposed ground disturbance. If the project paleontologist determines that full-time monitoring is no longer warranted, based on the specific geologic conditions at the surface or at depth, the project paleontologist may recommend that monitoring be reduced to periodic spot-checking or cease entirely. Monitoring is not necessary in artificial fill or for activities that do not reach 10 feet in depth. 23. In the event of a fossil discovery by the paleontological monitor or construction personnel, all work in the immediate vicinity of the find shall cease. The project paleontologist shall evaluate the find before restarting construction activity in the area. If it is determined that the fossil(s) is (are) scientifically significant, the project paleontologist shall complete the following conditions to mitigate impacts to significant fossil resources: a. Salvage of Fossils. The project paleontologist (or paleontological monitor) shall recover significant fossils following standard field procedures for collecting paleontological resources, as described by the SVP (2010). Typically, fossils can be safely salvaged quickly by a single paleontologist and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. In this case the paleontologist shall have the authority to temporarily direct, divert or halt construction activity to ensure that the fossil(s) can be removed in a safe and timely manner. b. Preparation and Curation of Recovered Fossils. Once salvaged, significant fossils shall be identified to the lowest possible taxonomic level, prepared to a curation- ready condition, and curated in a scientific institution with a permanent paleontological collection (such as the University of California Museum of Paleontology), along with all pertinent field notes, photos, data, and maps. Fossils of undetermined significance at the time of collection may also warrant curation at the discretion of the project paleontologist. TRANSPORTATION 24. Prior to the issuance of each building permit, the construction contractor shall meet with the Public Works department to determine traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. The construction contractor will develop a Construction Traffic Management Plan for review and approval by the Public Works department. The plan shall include at least the following items and requirements:  A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 9 required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes.  Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur.  Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site).  Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant.  Temporary construction fences to contain debris and material and to secure the site.  Provisions for removal of trash generated by project construction activity.  A process for responding to and tracking complaints pertaining to construction activity.  Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. It is anticipated that this Construction Traffic Management Plan would be developed in the context of a larger Construction Management Plan, which would address other issues such as hours of construction onsite, limitations on noise and dust emissions, and other applicable items. 25. Subject to approval of the Public Works Director, the City shall incorporate improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street to enhance pedestrian safety and accessibility. The improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of each mode of use. At a minimum the project should consider:  High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure.  High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street.  Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street.  Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. City of San Luis Obispo Cultural Arts District Parking Structure Project 10 If the Community Development Director or hearing body determines that the above mitigation measures are ineffective or physically infeasible, they may add, delete, or modify the mitigation to meet the intent of the original measures. This MMP serves to comply, in part, with these mitigation measures by providing the standards and methods for monitoring to occur during project implementation. This document outlines the steps to be taken during unanticipated discoveries to mitigate potential significant impacts and provides methods for determining if and when monitoring may be reduced or eliminated during the course of project execution. Project Location and Description The project would remove of an existing 77-space surface parking lot and five existing residential structures, and construct a five-level parking structure, commercial space, and non-profit theater on five parcels, identified as Assessor’s Parcel Numbers (APNs) 002-412-001, 002-412-002, 002-412- 003, 002-412-004, 002-412-011, and 002-412-012. Main vehicular access to the structure would be from Palm Street, with secondary access from Nipomo Street. Vehicle access would not be provided from Monterey Street, but a direct pedestrian connection would be provided from the structure to Monterey Street. The parking structure’s maximum height would be 50 feet, excluding elevator towers. The maximum height of the commercial space would be 41 feet above existing grade. The theater would be a three-story structure with a gross floor area of roughly 23,841 square feet. The maximum height of the theater would be approximately 43 feet above existing grade. Section 2.5, Project Characteristics, of the 2018 Final EIR provides a detailed description of the project. The project site is depicted on the San Luis Obispo, California United States Geological Survey (USGS) 7.5-minute topographic map (Figure 1). The project area is bounded on the northwest by Palm Street, on the southwest by Nipomo Street, on the southeast by Monterey Street, and on the northeast by existing residential development. Environmental Resource Sensitivity AESTHETICS/VISUAL RESOURCES BACKGROUND The project site is located in the northwestern portion of the City’s designated Downtown Planning Area, adjacent to the Downtown Core. The majority of the project site and adjacent parcels to the east, south, and west are located within the City’s Downtown Historic District, which affects its visual context along Monterey and Nipomo Streets. Because of the project site’s location in a developed urban area, views of the project site are generally limited, with long-range views blocked by existing development or vegetation. The utility poles and wires that surround and cross over the site are another dominant visual feature of the project site. Elevations onsite range from 190 and 206 feet above mean sea level, and slopes are generally toward the northwest. AIR QUALITY BACKGROUND The South Coast Air Basin is in non-attainment for particulate matter (PM10), and the work area is located within 1,000 feet of sensitive receptors, including Mission College Preparatory Academy, existing residential units, and San Luis Obispo Children’s Museum). In accordance with the standards of the San Luis Obispo Air Pollution Control District CEQA Handbook standard mitigation measures Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 11 Figure 1 Project Location Depicted on Topographic Background City of San Luis Obispo Cultural Arts District Parking Structure Project 12 are required during construction of the proposed utility improvements to reduce potential air quality impacts below applicable thresholds of significance. BIOLOGICAL BACKGROUND The project site is currently developed with a surface parking lot, one detached garage, and five residences, and is surrounded by urban land uses. The site does not provide suitable habitat for wildlife or sensitive plant or animal species, or any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service. However, trees on the site may support nesting birds protected under the Migratory Bird Treaty Act. The federal Migratory Bird Treaty Act (16 United States Code Section 703-711) protects all migratory birds, their nests and eggs against take, possession, or destruction. The MBTA was enacted in 1918 and is enforced by the U.S. Fish and Wildlife Service. Abiding by the MBTA requires that active nests be avoided. CULTURAL BACKGROUND The current project is located in the City of San Luis Obispo in close proximity to the Mission San Luis Obispo de Tolosa. In 2018, the City conducted an environmental impact report to determine the potential environmental impacts for the Palm Nipomo Parking Structure Project (City of San Luis Obispo 2018). As part of this analysis the City determined that the current project site was within an archaeologically sensitive area; however, all portions of the project site are developed with hardscaping and likely disturbed due to previous development. As such, a pedestrian survey or archaeological testing was infeasible. Given the project is within areas determined to be sensitive for archaeological resources and in accordance with the City’s Archaeological Resource Preservation Program Guidelines, the project required archaeological monitoring during project-related ground disturbing activities to mitigate potential impacts to cultural resources (City of San Luis Obispo 2018; City of San Luis Obispo 2009). GEOLOGY/SOILS BACKGROUND The site is relatively flat with no significant slopes on or immediately adjacent to the site, and is not subject to geological hazards including landslides and slope instability. The soils consist of alluvial sediments overlying bedrock, with a potential for expansion. The soils are comprised of laterally discontinuous zones of sandy clay, clay, and clayey gravel extending to depths of 25 to 40 feet below the surface. HAZARDS AND HAZARDOUS MATERIALS BACKGROUND A hazardous materials assessment for the project site was prepared in April 2011 by Earth Systems Pacific. Based on the results of a government database records search, the project site is not included on a list of hazardous material sites compiled pursuant to Government Code Section 65962.5. Archived documents at the City of San Luis Obispo Fire Department indicate that the previous use of the site as a welding/automobile repair shop contained several areas of oil-stained soil, a dry well, and a hydraulic lift. It is unknown whether or not soil sampling was conducted at the time of removal of these features and there is a potential that these or other undocumented buried features would be encountered during excavation. Furthermore, soil samples taken in 2005 at three and four feet indicate the presence of total petroleum hydrocarbons in quantities that exceed City of San Luis Obispo Fire Department action levels. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 13 HISTORICAL RESOURCES BACKGROUND The project site is partially located within the locally designated City of San Luis Obispo Downtown Historic District (historic district). The historical resources analysis conducted as part of the 2018 Final EIR indicated the presence of two properties in the project site that contribute to the historic district, 610 and 614 Monterey Street; 614 Monterey Street has also been found individually eligible for historical designation. Due to their designation as contributors to the historic district, and in the case of 614 Monterey Street, its local eligibility, these properties are considered historical resources under CEQA and would be demolished by the project. The 2018 Final EIR determined that, due to the demolition of 610 and 614 Monterey Street, impacts to historical resources as a result of the project would be significant and unavoidable. However, implementation of Mitigation Measure CR-1 is required to reduce impacts to historical resources to the greatest extent possible. In addition to the direct impacts discussed above, the 2018 Final EIR analyzed the potential indirect impacts to historical resources associated with the project, in particular to the locally-designated Hays-Lattimer Adobe and Harmony Creamery. The 2018 Final EIR concluded that although the project would negatively affect the historic integrity of the Hays-Lattimer Adobe and Harmony Creamery, both would retain their ability to convey their significance and therefore, indirect impacts would therefore be less than significant. Therefore, no mitigation additional mitigation is required. NOISE BACKGROUND The primary noise sources in the project area are from U.S. 101, light vehicle traffic along Palm Street, Nipomo Street, and Monterey Street, and occasional noise from the Mission College Preparatory school athletic field. Noise-sensitive receptors closest to the project site include the following: single- and multi-family residential units adjacent to the northeast project boundary; the San Luis Obispo Children’s Museum located across Monterey Street, approximately 50 feet from the southeast project boundary; the Reis Family Mortuary across Nipomo Street, approximately 50 feet from the western project boundary; residential suites on the second story of the mixed-use development on the south corner of the intersection of Dana Street and Nipomo Street, approximately 60 feet from the southern project boundary; single-family residences located across Nipomo Street, approximately 90 feet from the western project boundary; and the Mission College Preparatory school athletic field across Palm Street, approximately 75 feet from the northwest project boundary. PALEONTOLOGICAL BACKGROUND The project site and surrounding region was mapped at a scale of 1:24,000 by Dibblee and Minch (2004), who identified a single geologic unit, Quaternary alluvium, underlying the project site. A geotechnical report for the project found alluvium at the surface or below the artificial fill, reaching a depth of 25 to 44 feet (Earth Systems Pacific 2011). Early Holocene and Pleistocene alluvial sediments have produced scientifically significant fossils throughout California, including San Luis Obispo County, yielding taxa such as mammoth (Mammuthus), mastodon (Mammut), horse (Equus), bison (Bison), camel (Camelops), ground sloth (Paramylodon), and rodent (Sciuridae) (Jefferson et al. 1992; Jefferson 2010; Paleobiology Database 2022; University of California Museum of Paleontology 2022). City of San Luis Obispo Cultural Arts District Parking Structure Project 14 TRANSPORTATION BACKGROUND Regional access to the project site is provided by U.S. 101, located west and north of the study area, and Highway 1, which coincides with and is designated Santa Rosa Street (north of U.S. Highway 101) near the project site. All of the study area roadways are classified as Local Commercial streets in the City’s General Plan Circulation Element. Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 15 2 Plan Check Requirements The following outlines the mitigation requirements that shall be reflected on final plans and/or project specifications. 1. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall confirm Architectural Review Committee review and approval of a comprehensive lighting plan consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall include:  Identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting  A photometric map  Shielding of point sources of all exterior lighting from offsite views  Directing light downward and cut-off fixtures or shields  Lumination from exterior lights at the lowest level allowed by public safety standards  Exterior lighting design that does not focus illumination onto exterior walls  No internal illumination of any signage visible from offsite 2. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall review the final building plans to verify that roof and building materials are non-reflective, and are muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. 3. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review the final grading plans to verify the following air quality mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): FUGITIVE DUST CONTROL REQUIREMENTS  Reduce the amount of the disturbed area where possible  Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible  All dirt stock pile areas shall be sprayed daily as needed  Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities City of San Luis Obispo Cultural Arts District Parking Structure Project 16  Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established  All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD  All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used  Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site  All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114  Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site  Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible  All of these fugitive dust mitigation measures shall be shown on grading and building plans  The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. STANDARD CONTROL MEASURES FOR CONSTRUCTION EQUIPMENT  Maintain all construction equipment in proper tune according to manufacturer’s specifications  Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road)  Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation  Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation  Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 17  All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit  Diesel idling within 1,000 feet of sensitive receptors is not permitted  Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors  Electrify equipment when feasible  Substitute gasoline-powered in place of diesel-powered equipment, where feasible  Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel BEST AVAILABLE CONTROL TECHNOLOGY (BACT) FOR CONSTRUCTION EQUIPMENT  Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible  Repower equipment with the cleanest engines available  Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) ARCHITECTURAL COATING  Low or no VOC-emission paint shall be used with levels of 50 g/L or less 4. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review and approve a design-level geotechnical report that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. 5. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review the grading and building final plans to verify all geotechnical improvements to onsite soils, the foundation, and parking structure identified in the approved design-level geotechnical report are reflected on final grading and building plans. 6. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review and approve a work plan for soil sample testing for site associated potential constituents of concern including metals, polycyclic aromatic hydrocarbons, and total petroleum hydrocarbons. The work plan shall address the sampling protocols to be followed, the number of samples to be taken, and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation or other special handling, contaminated materials shall be remediated either prior to or concurrent with construction. Impacted soil not requiring remediation would be excavated, stored, transported, and disposed City of San Luis Obispo Cultural Arts District Parking Structure Project 18 following a lead oversight agency approved soil management plan. If remediation of soil impacts beyond the planned area of excavation is warranted, a remedial action plan may be required. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be properly managed under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency (likely San Luis Obispo County Public Health Environmental Health Services Division). Permitting for the excavation of contaminated soil may also be required from the San Luis Obispo Air Pollution Control District. The remediation or soil management program shall also be approved by the San Luis Obispo City Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation or soil management activities, the environmental consultant shall prepare a report summarizing the project, the remediation approach or soil management implemented, and the analytical results, including all waste disposal or treatment manifests. The remediation or management of impacted soil can be performed concurrently with excavation for project construction. HAZWOPER certified workers may be required. 7. Prior to issuance of demolition permits the Community Development Director or other City compliance monitor shall review and approve archival historic building documentation packages for both 610 and 614 Monterey Street that comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall follow the Historic American Building Survey (HABS) Level III requirements and include high-quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. 8. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review and approve a construction vehicle and hauling route that shall be used for all construction vehicles and hauling trips during the duration of construction. (This measure may be developed in the context of a larger Construction Management Plan.) 9. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the final grading and building plans to verify the following noise mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): CONSTRUCTION WORK HOURS  Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 19 lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. CONSTRUCTION EQUIPMENT NOISE MANAGEMENT TECHNIQUES  For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include:  Sound blankets on noise-generating equipment Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25.  All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers  For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities  Electrical power shall be used to power air compressors and similar power tools  The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day)  Temporary sound barriers shall be constructed between construction sites and affected uses 10. Prior to issuance of grading permits the Public Works Director or other City compliance monitor shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. 11. Prior to issuance of zoning clearance the Community Development Director or other City compliance monitor shall review and approve proof that the contractor has mailed notices to residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. 12. Prior to issuance of each building permit the Public Works Director or other City compliance monitor shall review and approve a Construction Traffic Management Plan that identifies traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. (This measure may be developed in the context of a larger Construction Management Plan.) The Construction Traffic Management Plan shall include: City of San Luis Obispo Cultural Arts District Parking Structure Project 20  A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes.  Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur.  Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site).  Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant.  Temporary construction fences to contain debris and material and to secure the site.  Provisions for removal of trash generated by project construction activity.  A process for responding to and tracking complaints pertaining to construction activity.  Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. 13. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the grading and building final plans to verify required improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street are reflected on final grading and building plans. The required improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of pedestrian, bicycle, and vehicle modes of use. At a minimum the required improvements shall include:  High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure.  High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street.  Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street.  Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. Additional plans requiring review and approval by the Community Development Director prior to Encroachment Permit issuance include an archaeological monitoring plan consistent with the requirements of the City’s Archaeological Resource Preservation Guidelines, which is incorporated in this MMP as Section 3, Monitoring Requirements. Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 21 3 Monitoring Requirements AIR QUALITY MITIGATION MONITORING REQUIREMENTS Periodically during construction (minimum once per month) the City compliance monitor shell field verify compliance with the Fugitive Dust Control Requirements, Standard Control Measures for Construction Equipment, BACT for Construction Equipment, and Architectural Coating mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. BIOLOGICAL RESOURCES/NESTING BIRD MITIGATION MONITORING REQUIREMENTS If construction activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition, must begin between February through August, prior to initiation of construction activities the City compliance monitor shall ensure a qualified biologist completes a pre-construction nesting bird survey no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary by the qualified biologist under the supervision of the City compliance monitor. The City compliance monitor shall notify all construction personnel as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the qualified biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL/ARCHAEOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR archaeological monitoring is required for all project-related ground disturbance . All archaeological monitoring efforts shall be conducted under the direction of an archaeologist meeting the Secretary of the Interior’s Professional Qualifications Standards for archaeology (National Park Service [NPS] 1983; hereafter, Qualified Archaeologist). Archaeological monitor(s) shall be onsite during all project-related earthmoving activities. Earthmoving activities include, but are not limited to, vegetation removal, grading, excavation, trenching, and all other excavation activities. During monitoring, the monitors shall examine the work areas for the presence of prehistoric artifacts (e.g., chipped stone tools and production debris, stone milling tools, ceramics), historic-period debris (e.g., metal, glass, ceramics), and/or soil discoloration that might indicate the presence of a cultural midden. Each monitor shall maintain a daily log documenting ground disturbing activity, work locations, description and provenience of any archaeological discoveries (if any), and any necessary action items for monitoring City of San Luis Obispo Cultural Arts District Parking Structure Project 22 In the event of a find, the archaeological monitors retain the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. If the archaeological resource is prehistoric in nature, a local Native American group will be contacted to and given the opportunity consult with the City regarding the find and provide recommendation. A Native American monitor will be retained for the remainder of earth disturbing activities should a prehistoric resource be found during construction. Protocols in the case of a find are discussed in greater detail in Section 4 below. Monitoring shall continue until the Qualified Archaeologist, in coordination with the City (and Native American monitor if present), has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any organic material (sterile), soils that are determined to be not native to the area, areas found to be heavily disturbed by modern activities, or the encounter of undisturbed hardpan/bedrock type soil conditions or depth of excavation (i.e., exceeds a depth where cultural resources may reasonably be expected). When/if culturally sterile soils are encountered during monitoring, the Qualified Archaeologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. NOISE MITIGATION MONITORING REQUIREMENTS Prior to initiation of grading and construction activities the City compliance monitor shall field verify signs are in place directing noise-related complaints to the City’s Community Development Department. Periodically during construction (minimum once per week) the City compliance monitor shall field verify compliance with signage requirements, in addition to the Construction Work Hours and Construction Equipment Noise Management Techniques mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. PALEONTOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR, paleontological monitoring is required during initial ground disturbance of sediments deeper than 10 feet below surface, with the project paleontologist (defined as an individual meeting the standards of a Qualified Professional Paleontologist per SVP [2010]) modifying the monitoring schedule as appropriate (City of San Luis Obispo 2007). Excavations that are less than 10 feet below the surface or are in previously disturbed sediments, do not require monitoring. Monitoring will be conducted by a paleontological monitor (defined as an individual meeting the standards of a Qualified Paleontological Monitor per the standards of the SVP [2010]). Monitoring will consist of the visual inspection of excavated or graded areas, trench and pit sidewalls, and spoils piles. Paleontological monitoring is documented in daily electronic monitoring logs, which at a minimum, include a description of areas monitored, monitor name(s), a summary of monitoring activities, and a description of the disturbed geologic units within a stratigraphic context. In paleontologically sensitive areas, or in adjacent areas that can provide context for the geology and paleontology, Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 23 outcrops and cut exposures will be examined and observed geologic features will be recorded when/if available. The paleontological monitor will be equipped with hand tools and supplies (e.g., geological hammer, shovel, pick, chisels, whisk broom, buckets, specimen bags, field notebook, forms, pens, markers, and glue) to allow for the rapid salvage of fossil remains. At all times, the paleontological monitor will wear the appropriate personal protective equipment in compliance with the on-site contractor PPE work rules, including a hard hat, heavy footwear, sleeved shirt, long pants, safety glasses, and a high-visibility safety vest. In the event of a find, the paleontological monitor retains the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. Monitoring shall continue until the project paleontologist, in coordination with the City, has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any potential to encounter paleontological resources (sterile), soils that are determined to be not native to the area, or areas found to be heavily disturbed by modern activities. When/if paleontologically sterile soils are encountered during monitoring, the project paleontologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. If the construction schedule changes or excavations begin in a new area, the project paleontologist may reinstate paleontological monitoring. City of San Luis Obispo Cultural Arts District Parking Structure Project 24 4 Archaeological Testing Requirements In compliance with Mitigation Measure 9, “fieldwork after the removal of pavement consisting of a Phase I inventory, Phase II Testing and Evaluation, and Phase III Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; the completion of special studies, such as faunal analysis, if appropriate” is required. As part of mitigation, an extended Phase I of CA-SLO-2431H shall be conducted. If CA-SLO-2431H contains subsurface cultural materials, the resource shall be evaluated for significance and eligibility for listing in the CRHR through the implementation of a Phase II evaluation program. Phase II evaluations shall include any necessary archival research to identify significant historical associations as well as mapping of surface artifacts, collection of functionally or temporally diagnostic tools and debris, and excavation of a sample of the cultural deposit to characterize the nature of the sites, define the artifact and feature contents, determine horizontal boundaries and depth below surface, and retrieve representative samples of artifacts and other remains. If the resource is found eligible for listing on the NRHP, CRHR, or local register, a Phase III data recovery program shall be conducted to mitigate the impacts to the resource if avoidance remains infeasible. A data recovery program shall include the development of a site-specific research design, testing program, laboratory analysis, and reporting with the intention of extracting data from the resource to the point of redundancy. Cultural materials collected from the sites shall be processed and analyzed in the laboratory according to standard archaeological procedures. The age of archaeological resources shall be determined using radiocarbon dating or other appropriate procedures; metal, ceramic, faunal remains, and other cultural materials shall be identified and analyzed according to current professional standards. The significance of the resource shall be evaluated according to the criteria of the CRHR. The results of the investigations shall be presented in a technical report following the standards of the California Office of Historic Preservation publication “Archaeological Resource Management Reports: Recommended Content and Format (1990 or latest edition).” Any necessary archaeological data recovery excavation shall be carried out by a Registered Professional Archaeologist according to a research design reviewed and approved by the City, as the lead agency, and prepared in advance of fieldwork and using appropriate archaeological field and laboratory methods consistent with the California Office of Historic Preservation Planning Bulletin 5 (1991), Guidelines for Archaeological Research Design, or the latest edition thereof. Upon completion of the work, all artifacts, other cultural remains, records, photographs, and other documentation shall be curated an appropriate curation facility to be determined on a case-by-case basis in consultation with the City and interested parties (e.g., historical organizations). Resource Discovery Plan Phase 1B & Phase 2 Mitigation and Monitoring Plan 25 5 Resource Discovery Plan The following outlines the procedures to be followed in the inadvertent discovery of cultural resources, including human remains. Discovery of Archaeological Resources The procedure for dealing appropriately with unanticipated resources encountered during construction will include, but not be limited to, the following: For the discovery of previously unknown archaeological resources: The archaeological monitor will divert construction activity in the immediate vicinity of the find by signaling to construction staff and notifying the designated construction foreman. The monitor will report the discovery to Rincon’s qualified archaeologist and the City’s construction inspector. The “immediate vicinity” will vary depending upon specific circumstances. If the archaeological resource is prehistoric in nature, a local Native American group will consult about the find, and a Native American monitor will be retained for the remainder of earth disturbing activities. Upon completion of the above notification, the archaeological monitor will determine the nature and extent of the cultural remains and make a preliminary assessment of their integrity and potential importance. If the archaeological monitor determines that the discovery is not cultural, or is an isolated artifact, the monitor will immediately notify the qualified archaeologist and construction manager that activities may resume as soon as the archaeological item(s) has been properly photographed and recorded. If potentially significant cultural features, artifact concentrations, or intact deposits are discovered, the archaeological monitor will divert construction activity in the immediate vicinity and report the discovery to the qualified archaeologist and the City’s construction inspector so that appropriate notifications to the City can be issued. A temporary Construction Exclusion Zone (CEZ), consisting of lath and flagging tape, will be erected around the discovery. The size of the CEZ may be reduced or enlarged as the significance and extent of the find is determined and treatment measures are implemented. For the purposes of the current effort, a minimum 100-foot radius shall be established for any remains that are suspected of being human (see Section 4.2 for further direction related to the discovery of human remains). Isolated artifacts shall be marked by an orange cone or flagging with no additional radius. In the case of the discovery of an intact archaeological site, a radius of 100 feet may be established so that the resource may be evaluated. This radius may be reduced or expanded based on the nature of the resource and the area required for archaeologists to work safely. The CEZ will not be removed until the potentially significant cultural resource has been evaluated to assess whether it is classified as a “historical resource,” pursuant to the California Environmental Quality Act (CCR, § 15064.5[a]). To minimize construction delays, if a potentially significant cultural resource is discovered during monitoring, Rincon will immediately contact the City to formulate a plan for further treatment. Cultural resources identified within the site shall be recorded according to current archaeological standards. This shall include the preparation of California Department of Parks and Recreation (DPR) Series 523 forms. Pertinent information concerning the resource(s) shall be recorded, including the site type, components, size, and provenience. Upon completion, the Series 523 forms shall be City of San Luis Obispo Cultural Arts District Parking Structure Project 26 submitted to the California Historical Resources Information System’s Central Coast Information Center, located at the Santa Barbra Museum of Natural History for primary number and trinomial designation. Final copies of the Series 523 forms shall be included in the final monitoring report. In addition to the Series 523 forms, a final compliance report shall be prepared as presented in Section 5.1 below. Discovery of Human Remains There is a possibility that the project’s construction-related activities may encounter human burials or cremations. Therefore, if the project’s construction-related activities find potential human bone, ground-disturbing activities in the area of the discovery shall immediately be halted or redirected while a temporary CEZ surrounding the site of discovery is established to allow for further examination and treatment of the find. The qualified archaeologist shall also immediately notify the City and the San Luis Obispo County Coroner’s Office by telephone, pursuant to Health and Safety Code 7050.5. By law, the Coroner will determine within 48 hours of being notified if the remains are subject to his or her authority. If the human remains are determined to be prehistoric, the coroner will notify the Native American Heritage Commission, which will determine and notify a most likely descendant (MLD). The MLD shall complete the inspection of the site within 48 hours of being granted access and provide recommendations for the treatment of any human remains and artifacts associated with Native American burials. Discovery of Paleontological Resources In the event of a paleontological resource discovery, all work in the immediate vicinity of the discovery will be halted and a 50-foot buffer will be delineated around the discovery, to create a construction equipment exclusion zone to allow the paleontological monitor a safe zone to work within. The project paleontologist will determine if the discovery has fossil(s) that have the potential to be significant, and if they do, they shall recover the fossils following standard field procedures. Most fossils can be safely salvaged quickly by a single paleontological monitor and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. During recovery of potentially significant fossils, the paleontological monitor will document all identification and recovery efforts, including assigning a unique field number to each fossil specimen, fossil locality, or sediment sample, and record the field number and associated specimen/sample data (identification by taxon and element, sample size, etc.), corresponding geologic data (particularly lithology, stratigraphic unit, stratigraphic level within the unit, inferred age, etc.), and geographic site data (UTM coordinate location, elevation, etc.) in their field notes. Reporting of Monitoring Results and Curation Finds Phase 1B & Phase 2 Mitigation and Monitoring Plan 27 6 Reporting of Monitoring Results and Curation Finds Reporting of Archaeological Monitoring Results At the conclusion of the construction activities requiring archeological monitoring, an archaeological monitoring report shall be prepared under the direction of the qualified archaeologist. The monitoring report will outline the methodology of archaeological mitigation at the project site, describe the construction activity and duration, and present the results of the monitoring. The level of effort to complete a monitoring report is dependent on the number of resources recovered during monitoring activities. Should the monitoring effort be negative for the identification of cultural resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If archaeological materials are recovered, a comprehensive technical report will also be required to describe and interpret findings and data. The technical report shall be prepared in accordance with the Archaeological Resources Management Reports (ARMR): Recommended Contents and Format. If required, the ARMR-format report shall include a complete description of resources identified during monitoring, treatment of those resources, National Register of Historic Places (NRHP) eligibility recommendations, site records, and site maps. The final version of the monitoring report shall be submitted to the City and the Central Coast Information Center of the California Historical Resources Information Center. Curation of Archaeological Finds Recovered archaeological finds not associated with burials will be temporarily stored by Rincon until either an appropriate on-site reburial location or repository is agreed upon by the City, other interested Native American groups, and/or MLD. If necessary, curation preparation will include creating acid-free labels and tags, placing artifacts in archival quality bags and boxes, and submitting a hard copy of the report on acid-free paper with and the artifacts to the selected curation facility. Permanent treatment of human remains and associated funerary items shall be determined by the MLD in coordination with the City. Reporting of Paleontological Monitoring Results At the conclusion of construction activities requiring paleontological monitoring, a paleontological monitoring report shall be prepared under the direction of the project paleontologist. The monitoring report will present the paleontological mitigation and the methods by which it was satisfied within the project site. The level of effort to complete a monitoring report is dependent on the nature of the resources recovered during construction. Should the monitoring effort be negative for the identification of paleontological resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If paleontological resources are recovered, a comprehensive technical report will be City of San Luis Obispo Cultural Arts District Parking Structure Project 28 required to describe and interpret findings and data consistent with the requirements of the SVP (2010). Curation of Paleontological Resources All paleontological resources and data recovered from the project site shall be curated together at the Santa Barbara Museum of Natural History. All collected fossil resources are the property of the City and shall be provided to the Santa Barbara Museum of Natural History along with a deed of gift. Curation would require placement of fossils into archival specimen trays with labels containing relevant curatorial information. A copy of the Project’s curation agreement with the Santa Barbara Museum of Natural History is attached as Appendix 1. References Phase 1B & Phase 2 Mitigation and Monitoring Plan 29 7 References National Park Service 1983 Archaeology and Historic Preservation: Secretary of the Interior’s Standards and Guidelines. Washington, DC. https://www.nps.gov/history/local- law/arch_stnds_0.htm, accessed April 1, 2022. City of San Luis Obispo 2018 Final Environmental Impact Report and Mitigation Monitoring and Reporting Program for the Palm Nipomo Parking Structure Project. On file with the City of San Luis Obispo City of San Luis Obispo 2009 Archaeological Resource Preservation Program Guidelines. https://www.slocity.org/home/showpublisheddocument/4140/6354976496520000 00, accessed May 27, 2022 Earth Systems Pacific 2011 Geotechnical, Geologic, and Hazardous Materials Assessment Report, Palm and Nipomo Parking Structure, Palm and Nipomo Streets, San Luis Obispo, California. April 21, 2011. Jefferson, G.T. 2010 A catalogue of late Quaternary vertebrates from California. Natural History Museum of Los Angeles County Technical Report. Volume 7, pp. 5-172. Jefferson, G.T., H.L. Fierstine, J.R. Wesling, and T.-L. Ku. 1992 Pleistocene terrestrial vertebrates from near Point San Luis, and other localities in San Luis Obispo County, California, Bulletin of the Southern California Academy of Sciences. Volume 91, pp. 26-38. Paleobiology Database 2022 The Paleobiology Database, http://paleobiodb.org/ (accessed June 2022) Society of Vertebrate Paleontology (SVP) 2010 Standard Procedures for the Assessment and Mitigation of Adverse Impacts to Paleontological Resources. Society of Vertebrate Paleontology Impact Mitigation Guidelines Revision Committee. https://vertpaleo.org/wp- content/uploads/2021/01/SVP_Impact_Mitigation_Guidelines-1.pdf. University of California Museum of Paleontology 2022 UCMP online database specimen search portal, http://ucmpdb.berkeley.edu/ (accessed June 2022) Appendix 1 CURATION AGREEMENT WITH THE SANTA BARBARA MUSEUM OF NATURAL HISTORY June 21st, 2022 Zachary Lerma Rincon Consultants 213-788-4842 x4001 Subject: Repository agreement for acceptance of fossils from San Luis Obispo Cultural Arts Parking Project (22-12836) from the City of San Luis Obispo Dear Zachary, This letter serves as confirmation of the conditions regarding acceptance of the fossil material from the San Luis Obispo Cultural Arts Parking Project (22-12836) into the Earth Science Collection at the Santa Barbara Museum of Natural History (SBMNH). The SBMNH actively curates and provides a safe repository for specimens using contemporary methods for preserving fossils, including maintaining microenvironments in environmentally-controlled collections ranges, maintaining a digital database that archives all contextual data associated with each specimen, and maintaining a fossil preparation laboratory to repair and conserve fossils. The SBMNH is willing to consider accepting the collection(s) if all of the following conditions are met:  All collections must be accompanied by deed-of-gift and transfer of ownership documentation giving free and clear title of the collection to SBMNH.  Material from government lands must be accompanied by a copy of the official collecting permit.  All localities must be described in detail, including a precise description of the geographic location with GPS coordinates (stating datum used), lithology, stratigraphy (including unit designation), relative/absolute ages, and depositional environment if known.  All localities must be plotted on standard USGS topographic or geologic maps and located within Santa Barbara, Ventura, or San Luis Obispo counties. In certain situations, collections derived from localities outside of those counties may be accepted on a case-by-case basis with prior approval from the Earth Science Curator.  All collections must include a specimen catalog that clearly correlates physical specimens to locality and preparation data.  All collections must include printed and digital copies of final reports, any field notes, environmental impact reports, maps, charts, photographs, and other documentation as appropriate. All records must include site number and accession number.  All specimens must be fully stabilized and prepared. Specimens must be accompanied by notes on preparation methods, including consolidants and tools used.  All specimens must be identified to the lowest taxonomic level possible.  Larger specimens (e.g., mammoth limb bones) must be fully supported in archival cradles (field jackets are not acceptable).  If the collection is relatively large, it must be accompanied by the same specimen cabinets, drawers, and archival-quality trays used by SBMNH. Confer with the Earth Science Curator for estimated costs. Our estimated costs for curation, cataloging, and labeling of specimens are $20/locality and $12/specimen. For invertebrates and microfauna that are from the same locality and taxon, cataloging as lots is acceptable and counted as a single specimen. The estimated costs of permanent storage, including maintenance, is $300 per cubic foot of fully prepared fossils. Sincerely, Jonathan M. Hoffman, Ph.D. Dibblee Curator of Earth Science Vertebrate Zoology Department (805) 682-4711 ext. 157 jhoffman@sbnature2.org 138 From:Randy Rominger <rrominger@kitchell.com> Sent:Monday, November 14, 2022 12:23 PM To:Guzman, Manuel Cc:Tully Wyatt; Fagundes, Bill Subject:RE: City of San Luis Obispo RE and CM Services for the Cultural Arts District Parking Structure Attachments:REVISED Fee Proposal_RFP RE and CM Services Cultural Arts District Parking Structure Project No. 90435-CM.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Manny – Thanks for meeting with Tully, Rob and I last week to discuss the CADPS project CM-RE services. We did receive a response to our legal counsel regarding the City’s feedback on our proposed exceptions, and we will be able to accept the City’s changes. We also reviewed the updated Phase 1B plans, and we feel comfortable with removing the inspector hours from Phase 1B fee in addition to the surveying scope from both phases. Please refer to the updated proposal with our adjusted fee. If you have any questions, please do not hesitate to contact me. Thanks, Randy Rominger, Associate DBIA, LEED AP Regional Executive Kitchell CEM 1540 Marsh St., Suite 150, San Luis Obispo, CA 93401 P: 805.706.0276 | C: 559.936.1050 Follow us: Facebook | Twitter | Kitchell.com | KitchellProgress | Youtube From: Randy Rominger Sent: Wednesday, November 2, 2022 8:22 AM To: Guzman, Manuel <mguzman@slocity.org> Subject: RE: City of San Luis Obispo RE and CM Services for the Cultural Arts District Parking Structure Hi Manny – Thanks for your response to our contract review exceptions. I’ll send your comments to our legal counsel and request their review. Once I receive their response, I’ll get back with you. Thanks, Randy From: Guzman, Manuel <mguzman@slocity.org> Sent: Tuesday, November 1, 2022 8:26 PM To: Randy Rominger <rrominger@kitchell.com> Subject: City of San Luis Obispo RE and CM Services for the Cultural Arts District Parking Structure EXTERNAL EMAIL Randy – After reviewing Kitchell’s proposed edits to the City’s indemnification language the City agrees to strike (a) and (c) , and with respect to the edits to (b), we can only accept the first edit changing the language to “to the extent 139 caused by” and the edit striking the obligation to indemnify us for our own negligence (e.g., “including the City’s active or passing negligence”). We cannot agree to any other changes. Let me know if you have any questions. Thanks, 140 Manny Guzman, P.E. City of San Luis Obispo E mguzman@slocity.org T 805.781.7423 141 C 805-540.0446 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 1 Fee Proposal Within a separate sealed envelope, submit a complete fee proposal for the scope of services. Provide separate subtotals for Phase 1B and Phase 2 broken down by task and staff billing rates with estimated hours. Clearly identify fees for subconsultant services. Compensation for Services Kitchell’s philosophy for determining our compensation for services is driven by matching value to cost. In other words, we strive to provide the most appropriate complement of services and delivery methods to meet your objectives. Our primary goal is to align our understanding of the project success factors with your expectations. Our approach can be best described as “bottom-up-planning,” where we define the tasks to be performed, produce a detailed scope of services, identify staff that will implement the tasks, calculate the staff time requirement for each task and determine the resulting compensation. We believe this method provides you with the most cost- effective fee for the services provided. Typically, we prefer to be compensated on a lump sum fixed fee basis derived by using the approach just described. This arrangement eliminates the perception that the construction manager would benefit financially from construction cost overruns and change orders. We do not make it a practice to request changes to our contract for minor scope changes, or for major scope changes which can be managed within our established staffing plan and schedule. Billing amounts are determined using the method most appropriate to match the cost of carrying out our services. We are accustomed to billing using various compensation methods, which include: a fixed billing schedule, percentage of project/contract completion, and predetermined hourly rates, among other methods. Kitchell has worked under many different compensation methods and is flexible in meeting your preferences. Reimbursable Expenses Reimbursable expenses are those customary and reasonable costs associated with carrying out our Construction Management services and includes subconsultant invoices, Resident Engineer’s travel, printing, postage, and a copier/scanner for the job site office. We will charge only actual costs plus 10% to cover invoice processing and insurance. We understand the Phase 2 construction contract will include provisions for the contractor to provide an office space and a conference room for the construction management team including electricity, phone, internet, water, and sanitation services. Preconstruction services and Phase 1B construction services will be managed from our San Luis Obispo Office. Proposed Fees Phase 1B and Phase 2 fees are summarized below and broken down in detail by task and staff billing rates with estimated hours in the succeeding table. Subconsultant fees are identified within their respective tasks and include Kitchell’s mark-up on their fees. Our fee is based upon utilizing a full-time Project Inspector provided by Earth Systems. This position may not be redundant with City inspection, and if eliminated, would render $852,720 savings. Refer to the attached subconsultant fee proposal for further information regarding assumptions each firm used in deriving their fees. Rincon’s fees are for basic services. Their fee proposal also includes optional services the City may wish to consider. Our fees are based upon the scope of services described in Appendix A of the RFP and the following durations: Preconstruction services, 3-4 months from commencement of services to start of Phase 1B construction; Phase 1B, 6 months construction with post-construction concurrent with Phase 2 construction; Phase 2, 23 months construction in sequence with Phase 1B construction followed by 3 months for post-construction. Please see the following page for details. Task Phase 1B Phase B Task 1: Preconstruction Services $41,750 $22,500 Task 2: Construction Services $584,580 $2,788,440 Task 3: Geotechnical & Materials Testing & Specialty Inspection $111,553 $469,975 Task 4: Surveying $3,960 $19,800 Task 5: Construction Environmental Mitigation & Monitoring $29,638 $28,679 Task 6: Post-Construction Services $12,200 $126,500 Grand Totals:$783,681 $3,455,894 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 2 Description Rate/ Unit Price Phase 1B Phase 2 Hrs/Units Amount Hrs/Units Amount Task 1: Preconstruction Services Project Director $230 12 $2,760 2 $460 Resident Engineer $220 76 $16,720 40 $8,800 Assistant Resident Engineer/Sr. PM $205 76 $15,580 40 $8,200 Sr. Scheduler $180 20 $3,600 16 $2,880 Sr. Estimator $180 8 $1,440 12 $2,160 Reimbursable Expenses Allowance -$1,650 -$0 Task 2: Construction Services Project Director $230 48 $11,040 184 $42,320 Resident Engineer $220 96 $21,120 736 $161,920 Assistant Resident Engineer/Sr. PM $205 920 $186,600 3,680 $754,400 Quality Assurance Manager $170 960 $163,200 3,660 $622,200 Project Engineer ---3,600 $396,000 Project Inspector (By Earth Systems)$187 960 $179,520 3,600 $673,200 Sr. Scheduler $180 72 $12,960 300 $54,000 Sr. Estimator ---200 $36,000 Reimbursable Expenses Allowance -$8,140 -$48,400 Task 3: Geotechnical and Materials Testing and Specialty Inspection (Performed by Earth Systems) Earth Systems’ Fee with Kitchell Mark-up Quotation -$111,553 -$469,975 Task 4: Surveying (Performed by RRM) RRM’s Fee with Kitchell Mark-Up Quotation -$3,960 -$19,800 Task 5: Construction Environmental Mitigation and Monitoring (Performed by Rincon) Rincon’s Fee with Kitchell Mark-Up Quotation -$29,638 -$28,679 Task 6: Post-Construction Services Project Director ---24 $5,520 Resident Engineer ---24 $5,280 Assistant Resident Engineer/Sr. PM ---96 $19,680 Quality Assurance Manager $170 20 $3,400 240 $40,800 Project Engineer $110 80 $8,800 480 $52,800 Reimbursable Expenses Allowance -$0 -$2,420 CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 3 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 2 Scope of Work Phase 1B Task 1 Project Initiation and Project Management This task includes project management, client coordination, quality assurance/quality control, and administration needed to prepare and execute the mitigation and monitoring plan for the project. The Rincon Principal and/or Project Manager will participate in one (1) project kickoff call with Kitchell and City staff. As part of this task, Rincon will undertake ongoing environmental compliance coordination with Kitchell and the City, review the overall project schedule, and establish a communication protocol to coordinate project changes or other issues that may arise throughout the duration of Phase 1B and Phase 2 construction activities. The project management task will also focus on maintenance of the project schedule. Rincon will manage the project team associated with environmental compliance activities including any optional tasks (if necessary), on-site monitoring, and reporting; coordinate the environmental review process schedule; and provide project updates for the environmental compliance. Rincon’s principal in charge and/or project manager will review and comment on the meeting minutes project status and budget updates. In addition to the kickoff meeting, Rincon proposes to attend up to six (6) coordination meetings with Kitchell and City staff, if applicable. Task 2 Nesting Bird Surveys and Reporting As outlined in the Plan, project activities that occur during the nesting bird season (February 1 through August 31) to be supported by a nesting bird survey conducted by a qualified biologist no more than three days prior to the initiation of ground disturbance and/or vegetation removal activities. A qualified Rincon biologist will conduct a nesting bird survey within three days prior to ground disturbing and/or vegetation removal activities for Phase 1B and Phase 2 as two separate surveys based on our understanding of the timing for each of these phases (see task 7). The nesting bird surveys will be conducted within the project boundary plus a 500-foot buffer for raptors and within the project area plus a 300-foot buffer for all other bird species where safely and legally accessible. The surveys will be conducted on foot within all accessible areas. Binoculars will be used for all inaccessible areas (e.g., private lands). This scope of work and associated cost assumes an individual nesting bird survey and report will be required for each of two phases: Phase 1B and Phase 2. Each nesting bird survey can be completed by one biologist in a single 4-hour day. If active an active nest(s) is found during a given survey, additional field time will be required to complete the survey (i.e., observation and documentation time necessary to assess nesting status such as clutch size and egg/fledging presence) and will be included as an amendment. If either of the project’s phases are to occur outside of the nesting bird season, a nesting bird survey and report will not be prepared for that phase. Upon completion of each nesting bird survey, Rincon will prepare a brief letter report that includes the purpose, methodology, and results. If active nests are found, a figure depicting the nest(s) location will be prepared. The reports will include a recommended avoidance buffer and monitoring period if an active nest is found within the survey area. Since the number of nests that may be identified is unknown, our cost does not include installing nest buffer(s), additional coordination, or monitoring the Rincon Consulting Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 3 active nest(s). If required, these monitoring tasks will be included as an additional scope of work to be authorized by the City prior to completion. The cost for this task assumes the draft letter reports will be submitted electronically for client review. Response to comments with up to two hours of staff time for each report is included. The final drafts will be compiled and submitted electronically. Task 3 Archaeological Construction Monitoring and Reporting for Phase 1B As discussed in the Plan, archaeological monitoring is required during initial ground disturbance. Rincon will conduct the required archaeological construction monitoring and reporting during Phase 1B activities. Additionally, a qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Professional Qualifications Standard for archeology, shall be retained to oversee all mitigation measures related to archaeological resources, outlined in the following tasks. Task 3.1 Project Kickoff and WEAP Training Prior to the start of construction, Rincon will prepare a WEAP training program. The training will be presented to all on-site personnel and will include a briefing regarding the types of archaeological resources and/or fossils that could be found in the project area and the procedures to follow should archaeological or paleontological resources be encountered. The training will also include a discussion of applicable laws and penalties for removal or disturbance of archaeological or paleontological materials found on site. The training will provide instruction for workers with procedures to follow in the event of an archaeological resource or fossil discovery, including reporting procedures, and will provide contact information for the on-site monitor(s), Qualified Archaeologist, and Qualified Paleontologist. This training will be accomplished at the pre-construction kick-off meeting and will be conducted by the Qualified Archaeologist, Qualified Paleontologist, or their designated representative(s). Task 3.2 Archaeological Monitoring Rincon will provide a qualified archaeologist to observe all project-related ground-disturbing construction activities for Phase 1B of the project. The monitor shall be on-site on a full-time basis during initial earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. The qualified archaeologist will observe soil disturbances, inspect exposed soils, and will re-direct equipment in the event potential resources are encountered. The monitor will conduct a cursory inspection of any discoveries; however, in the event resources potentially significant under CEQA are encountered, further investigation beyond the scope of work described may be required. The monitor will prepare daily monitoring logs that include a description of construction activities, soil descriptions (color, grain size, sediments, etc.), and cultural materials identified, if any. The monitoring logs will be reviewed as necessary by a Rincon senior archaeologist and filed at Rincon’s San Luis Obispo office. Rincon requires that construction staff provide 48-hour notice for mobilization of a monitor. Rincon will provide up to five (5), 8-hour days of archaeological monitoring at a day rate of $1500 per day. Should more than 5, 8 hour days for monitoring be required, Rincon can provide additional monitoring at the standard $1500 day rate Rincon will charge a half day rate of $800 for every day the monitor is on-site for less than 4 hours or if work is cancelled without 48 hours notification. Rincon assumes no cultural resources will be encountered during monitoring. A scope and budget augmentation will be requested to address finds encountered during monitoring. This scope and cost do CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 4 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 4 not include analysis, laboratory preparation, or documentation of identified cultural resources discovered during monitoring. In the event cultural resources are encountered during the construction, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and mitigation measures outlined in the Plan. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the Kitchell and the City. Task 4 Paleontological Construction Monitoring for Phase 1B Task 4.1 Paleontological Monitoring Rincon will provide a qualified paleontological monitor to be on site during initial project-related ground-disturbing activities of 10 feet or more in depth within previously undisturbed sediments. The monitor will inspect excavated or graded areas and trench sidewalls for evidence of paleontological resources. Monitoring procedures may also include onsite sample screening of sedimentary matrix for the presence of microfossils, at the discretion of the Qualified Paleontologist. Rincon will provide up to five (5), 8-hour days of paleontological monitoring. Rincon will charge a minimum 4 hours/day for every day the monitor is on-site for less than 4 hours or if work is cancelled without proper notification. An approximate daily monitoring rate for paleontological services would be $1,500 per day. If fossils are discovered, the monitor will temporarily divert construction to assess the find. If deemed scientifically significant or potentially significant, the monitor will collect the fossil specimen(s) and pertinent associated data in a manner that would minimize or avoid construction delays. All scientifically significant fossils recovered during monitoring will be prepared, identified, and curated permanently into a permanent repository. Optional Task 5 Historic American Building Survey Documentation Phase 1B and 2 are subject to the requirements of MMRP Measure CR-1 outlined in the Final EIR MMRP, which requires historic American building survey documentation prior to construction. If authorized, Rincon will prepare the required Historic American Building Survey (HABS)-level III documentation of two buildings, 610 and 614 Monterey Street prior to initiation of Phase 1B and Phase 2 construction activities. For this effort, Rincon’s project team will be led by Architectural History Project Manager JulieAnn Murphy with oversight provided by Architectural History Principal Shannon Carmack. Both Ms. Murphy and Ms. Carmack meet and exceed the Secretary of Interior’s Professional Qualification Standards (PQS) for History and Architectural History (36 CFR, Part 61). Additionally, they have prepared several HABS- like documentation packages for buildings and structures located throughout California. Photographs A Rincon Architectural Historian meeting the PQS Standards will conduct site visits to 610 Monterey Street and 614 Monterey Street. The purpose of the site visit will be to photograph the buildings. Photographs will be taken using a professional-quality single lens reflex digital camera. Large-format photographs and site drawings/plans will not be included as a component of the HABS package; either can be provided but would require a contract amendment. Images captured will include context views, elevations/exteriors, architectural details, overall interiors, and interior details (if warranted). A Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 5 maximum of 30 views of each building will be taken. The actual number of views obtained will depend upon site conditions, access, and safety considerations. Rincon assumes the City’s staff will facilitate access to the buildings, including the interiors and exteriors of the buildings. Given the close proximity of the buildings, Rincon further assumes one site visit will be sufficient to complete documentation. Following completion of the site visit, Rincon will upload photographs to an FTP site for review by the City to confirm that the photographs are adequate and will satisfy the HABS documentation requirements. Supplemental Research and Preparation of HABS Reports Rincon will prepare a HABS-level III report for the buildings in a format consistent with the Secretary of the Interior’s Standards and Guidelines for Architectural and Engineering Documentation: Historic American Building Survey. The report will include a physical description of the buildings and available information on their design and history. It will document the buildings’ construction history, architecture, and historical significance. Rincon will draw on existing documentation to the greatest extent feasible and will perform additional research as needed. The scope for this task does not include preparation of updated Department of Parks and Recreation (DPR) forms. Compilation of HABS Documentation Packages Upon completion the tasks described above, Rincon will assemble a HABS-level III documentation package for each building. The package will include photographs and the HABS-level III report. It will integrate any additional data collected. A map indicating the location from which each photograph was taken, and a photograph log, will be included for reference. A draft digital copy of each package will be submitted to the City for review and approval, following which point it will be finalized. Following finalization, Rincon will send original hard copies of the packages to San Luis Obispo Library and the History Center of San Luis Obispo County to satisfy the specific requirements of MMRP Measure CR-1. The photographs and the report will be printed on acid-free archival-bond paper and labeled and stored in archival sleeves and folders accordingly. The entire package will be housed in an acid-free storage container prior to delivery. Should additional hard or electronic copies of the documentation packages be requested, a change order will be necessary. Optional Task 6 Extended Phase 1 Testing Based on the findings of the Mitigation and Monitoring Plan prepared by Rincon in 2022, the anticipated method for investigating subsurface remains associated with CA-SLO-2431H is through an Extended Phase 1 (XPI) investigation consisting of mechanical backhoe trenching subsequent to demolition and pavement removal. Use of a backhoe will allow for an expedited review of the soil profiles and an assessment as to the potential to encounter buried archaeological deposits. The area of disturbance for demolition and pavement removal for Phase 1B and Phase 2 of the project is approximately 300 feet by 200 feet. Therefore, four backhoe trenches oriented from east to west and spaced approximately 20 meters (66 feet) apart will be necessary. Rincon assumes the XPI investigation will be negative for subsurface archaeological material that will require formal evaluation. In the event subsurface deposits that require such evaluation are identified during the XPI investigation, a budget amendment would be necessary to document and evaluate the finds. If the XPI investigation is positive, a Phase 2 significance evaluation may also be necessary to determine if the project will have a significant impact on the resource and to evaluate the deposit(s) for significance under CEQA. If an intact archaeological deposit is encountered during the Phase 2 that cannot be avoided by project design, a Phase 3 data recovery CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 5 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 6 excavation of the deposit would likely be necessary to mitigate impacts. Phase 2 and Phase 3 testing would require a separate scope of work and cost. Optional Task 6.1 Extended Phase 1 Testing Plan Rincon will prepare an XPI work plan upon authorization. The work plan will include a discussion of the goals of the study, methods to be employed, and factors that determined the scope. Rincon assumes this plan will be submitted electronically and approved with a single combined round of comments from the City. Optional Task 6.2 Extended Phase 1 Fieldwork This work effort will be conducted under the direction of Rincon archaeologist Dustin Merrick, MA, RPA, who meets the Secretary of the Interior’s Professional Qualification Standard for prehistoric and historic archaeology. Under the direction of the Qualified Archaeologist, two Rincon archaeologists will direct the mechanical excavation of a series of up to four (4) trenches totaling approximately 800 linear feet to assess the presence or absence of subsurface archaeological deposits associated with CA-SLO-2341H within the project site. XPI fieldwork will require a two-person crew for no more than five (5), eight (8) hour days inclusive of travel time. Trenching will be performed by a qualified excavation contractor under the direction of the Rincon field director. This scope of work assumes costs for the excavation contractor will not exceed $1,200 per day. Rincon assumes that the presence of a Native American monitor will not be required for excavation activities, as no prehistoric resources are anticipated. For the purposes of this proposal, Rincon estimates that no more than four (4) trenches will be excavated. Excavation will be conducted using a standard backhoe fit with a flat blade. Excavation will be conducted in small lifts (10 to 20 cm) so that any archaeological materials, features or deposits can be identified immediately upon exposure. Stratigraphic soil profiles will be drawn of at least one side wall of a representative sample of the trenches. In lieu of hand excavation, Rincon will screen samples of excavated soils from the trenches to identify the amounts and types of artifacts and ecofacts that may be present in particular soil strata. Samples will be screened from different stratigraphic layers as identified in the field and at systematic intervals during trenching. The excavated soils will be dry screened through 1/8-inch (3-millimeter) mesh. Artifacts and ecofacts recovered during screening will be analyzed and documented in the field; no artifacts, samples, or specimens will be collected during the testing and no laboratory analysis is currently proposed. Artifacts recovered will be reburied within the trenches during backfilling. Excavation forms will be prepared providing all pertinent data (e.g., trench number, date, provenience, location justification, and termination justification). All excavation locations will be recorded using a sub- meter-accurate handheld GPS unit and documented both with notes and photographs. Should feature(s) be encountered that require hand excavation, Rincon will expose the feature so that it can be identified and its location recorded but will not complete full excavation of the feature. Complete recovery of the feature would be proposed for Phase 3 efforts, if needed. Should the feature consist of human remains, Rincon will cease work and notify the Kitchell, the City and the County Coroner. Rincon will submit a budget augmentation for the additional work related to the treatment of human remains that are Native American in origin. Optional Task 6.3 Extended Phase I Reporting Rincon will prepare a technical report to document the results of the investigation. The report will be prepared following the California Office of Historic Preservation’s Archaeological Resource Management Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 7 Reports (ARMR) Guidelines. The report will include a discussion of the findings of the study and all appropriate maps, figures, photographs, and tables. The report will also provide management recommendations for the project and outline procedures to be followed in the event of an unanticipated discovery during project construction. No more than one round of revisions to the XPI report will be necessary following review by Kitchell and the City. In addition to the XPI testing report, Rincon will prepare Department of Parks and Recreation 523 series forms to update the existing resource record (CA-SLO-2341H) that was identified within the current project boundaries. Phase 2 Task 7 Nesting Bird Surveys and Reporting As described under Task 2, project activities that occur during the nesting bird season (February 1 through August 31) to be supported by a nesting bird survey conducted by a qualified biologist no more than three days prior to the initiation of ground disturbance and/or vegetation removal activities. Upon completion of the nesting bird survey, Rincon will prepare a brief letter report that includes the purpose, methodology, and results as described in greater detail under Task 2. Task 8 Archaeological Construction Monitoring and Reporting for Phase 2 As discussed in the Plan, archaeological monitoring is required during initial ground disturbance. Rincon will conduct the required archaeological construction monitoring and reporting during Phase 2 activities. Additionally, a qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Professional Qualifications Standard for archeology, shall be retained to oversee all mitigation measures related to archaeological resources, outlined in the following tasks. Task 8.1 Project Kickoff and WEAP Training Rincon will present the previously prepared WEAP for Phase 1B during the initiation of Phase 2 construction activities. The training will be presented to all on-site personnel and will include a briefing regarding the types of archaeological resources and/or fossils that could be found in the project area and the procedures to follow should archaeological or paleontological resources be encountered. The training will also include a discussion of applicable laws and penalties for removal or disturbance of archaeological or paleontological materials found on site. The training will provide instruction for workers with procedures to follow in the event of an archaeological resource or fossil discovery, including reporting procedures, and will provide contact information for the on-site monitor(s), Qualified Archaeologist, and Qualified Paleontologist. This training will be conducted on the first day of Phase 2 construction monitoring. Rincon assumes the Phase 1B WEAP will be sufficient and new WEAP or any preconstruction preparation will be required Task 8.2 Archaeological Monitoring Rincon will provide a qualified archaeologist to observe all project-related ground-disturbing construction activities for Phase 2 of the project. The monitor shall be on-site on a full-time basis during initial earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. The qualified archaeologist will observe soil CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 6 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 8 disturbances, inspect exposed soils, and will re-direct equipment in the event potential resources are encountered. The monitor will conduct a cursory inspection of any discoveries; however, in the event resources potentially significant under CEQA are encountered, further investigation beyond the scope of work described may be required. The monitor will prepare daily monitoring logs that include a description of construction activities, soil descriptions (color, grain size, sediments, etc.), and cultural materials identified, if any. The monitoring logs will be reviewed as necessary by a Rincon senior archaeologist and filed at Rincon’s San Luis Obispo office. Rincon requires that construction staff provide 48-hour notice for mobilization of a monitor. Rincon will provide up to five (5), 8-hour days of archaeological monitoring at a day rate of $1500 per day. Should more than 5, 8 hour days for monitoring be required, Rincon can provide additional monitoring at the standard $1500 day rate Rincon will charge a half day rate of $800 for every day the monitor is on-site for less than 4 hours or if work is cancelled without 48 hours notification. Rincon assumes no cultural resources will be encountered during monitoring. A scope and budget augmentation will be requested to address finds encountered during monitoring. This scope and cost do not include analysis, laboratory preparation, or documentation of identified cultural resources discovered during monitoring. In the event cultural resources are encountered during the construction, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and mitigation measures outlined in the Plan. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the Kitchell and the City. Task 8.3 Archaeological Monitoring Letter Report Upon completion of the monitoring effort, Rincon will prepare a letter report that will describe the results, analysis, and conclusions of the archaeological monitoring effort. The letter report will be submitted to Kitchell and the City for review and approval within 30 days following the completion of monitoring. Rincon will respond to one (1) round of consolidated, minor comments on the draft letter report from Kitchell and the City staff. A copy of the final version of the letter report will be submitted to the City within 30 days of approval. All deliverables will be presented electronically. After the final copy is accepted by the City, the final report will be submitted to the Central Coast Information Center. Rincon assumes the archaeological monitoring letter report findings will be negative. Should a resource be discovered during archaeological monitoring, Rincon will request a scope and budget augmentation for the additional scope and cost. Rincon assumes that a single letter report for Phases 1B and 2 will suffice; therefore, we have budgeted a single letter report as a cost-saving measure. Task 9 Paleontological Construction Monitoring for Phase 2 Task 9.1 Paleontological Monitoring Rincon will provide a qualified paleontological monitor to be on site during initial project-related ground-disturbing activities of 10 feet or more in depth within previously undisturbed sediments. The monitor will inspect excavated or graded areas and trench sidewalls for evidence of paleontological resources. Monitoring procedures may also include onsite sample screening of sedimentary matrix for the presence of microfossils, at the discretion of the Qualified Paleontologist. Rincon will provide up to five (5), 8-hour days of paleontological monitoring. Rincon will charge a minimum 4 hours/day for every Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 9 day the monitor is on-site for less than 4 hours or if work is cancelled without proper notification. An approximate daily monitoring rate for paleontological services would be $1,500 per day. If fossils are discovered, the monitor will temporarily divert construction to assess the find. If deemed scientifically significant or potentially significant, the monitor will collect the fossil specimen(s) and pertinent associated data in a manner that would minimize or avoid construction delays. All scientifically significant fossils recovered during monitoring will be prepared, identified, and curated permanently into a permanent repository. Task 9.2 Paleontological Negative Findings Letter Report Rincon will prepare a final monitoring letter report that will outline the methodology of paleontological monitoring at the project site, describe the construction activity and duration, describe the lithology of the depositional units exposed during excavations, and present the results of the monitoring. The level of effort to complete a monitoring report is dependent on the number of resources recovered during monitoring activities. Rincon assumes that a single letter report for Phases 1B and 2 will suffice; therefore, we have budgeted a single letter report as a cost-saving measure. Assumptions Our scope of work and cost for this project has incorporated the following assumptions. ▪ This proposal assumes no cultural resources will be discovered during cultural resources monitoring and the current scope of work and cost estimate does not include analysis, collection, laboratory preparation, or documentation of identified cultural resources discovered during monitoring. A scope and budget augmentation will be requested to address finds encountered during monitoring. ▪ Access to the project boundary will be provided by Kitchell. The project boundary within private lands will be surveyed with the use of binoculars for the nesting bird survey. ▪ Rincon is not responsible for delays due to weather, site conditions (e.g., prohibited access, flooding, fire, safety) or other conditions out of Rincon’s control. ▪ One WEAP training by the archaeological and paleontological monitors on the first day of monitoring will be sufficient to train the entire construction crew and no additional WEAP training will be necessary. If additional training for new crew members is needed, Rincon can provide recorded presentations. ▪ Rincon assumes negative findings during paleontological monitoring, and the current cost estimate does not include expenses related to the treatment and curation of fossil specimens. Should fossils be recovered during monitoring, Rincon will immediately prepare an estimate for the anticipated costs associated with documentation and reporting requirements for the discovery. ▪ Kitchell will provide current project site plans for inclusion in the Archaeological Monitoring Technical Memorandum ▪ In light of the current COVID-19 pandemic, Rincon staff will conduct the nesting bird survey in accordance with the most current relevant, local COVID-19 safety protocols and social distancing guidance. ▪ Rincon is not responsible for damage to subsurface structures, utilities, pipelines, or other objects that are not marked or identified to us by client or Underground Service Alert utility notification service, provided that we have made appropriate inquiries to USA utility notification services. CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 7 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 10 ▪ Rincon assumes that the extended Phase I testing will not discover a resource that could be considered a historical resource under CEQA, and the current scope of work and cost estimate does not include analysis, collection, laboratory preparation, or documentation of identified cultural resources discovered during testing. If a cultural resource be discovered that has the potential to be a historic resource under CEQA, a scope and budget augmentation will be requested to address finds encountered during testing. ▪ Rincon is not responsible for delays due to weather, site conditions (e.g., prohibited access, flooding, fire, safety) or other conditions out of Rincon’s control. ▪ If additional effort is required beyond that identified in the work program outlined above, Rincon will perform the work on a time and materials basis with an amendment of the project cost and scope of work approved by Kitchell. These rates do not include overtime or penalties for missed meal periods. Should overtime be required, hours greater than eight (8) hours per day onsite or 40 hours per week onsite will be charged at a rate consistent with California state law (generally 1.5 times). As part of this work program, Rincon assumes a meal period will be allotted before the fifth hour of work. If a meal period is not allotted by the end of the fifth hour on any workday, an additional hour of labor will be charged. No additional services would be provided without receipt of prior written approval. Schedule Construction monitoring activities (Tasks 2, 3, 4, and optional Tasks 5 and 6) would proceed alongside the planned project construction schedule for Phase 1B. Similarly, construction monitoring activities (Tasks 7, 8, and 9) would proceed alongside the planned project construction schedule for Phase 2. Cost Rincon will complete the work scope for the tasks identified above to not exceed of $53,016 for Tasks 1 through 4 and $107,163 including all optional tasks. No other services will be provided without your express written authorization. Please see Table 1 below for a cost breakdown of each task. Table 1 Cost Summary Tasks Cost Phase 1B Task 1 Project Initiation and Project Management $4,165 Task 2 Nesting Bird Surveys and Reporting $3,265 Task 3 Archeological Construction Monitoring and Reporting for Phase 1B Task 3.1 Project Kickoff and WEAP Training $2,508 Task 3.2 Archaeological Monitoring $8,503 Task 4 Paleontological Construction for Phase 1B and Phase 2 Task 4.1 Paleontological Monitoring $8,503 Optional Task 5 Historic American Building Survey Documentation $19,609 Optional Task 6 Extended Phase 1 Testing Optional Task 6.1 Extended Phase I Testing Plan $4,744 Optional Task 6.2 Extended Phase I Fieldwork $23,204 Optional Task 6.3 Extended Phase 1 Reporting $6,590 Kitchell Proposal to Provide Construction Environmental Mitigation and Monitoring Services for the Cultural Arts District Parking Structure Project Page 11 Phase 2 Task 7 Nesting Bird Surveys and Reporting $3,265 Task 8 Archaeological Construction Monitoring and Reporting for Phase 2 Task 8.1 Project Kickoff and WEAP Training – Task 8.2 Archaeological Monitoring $8,503 Task 8.3 Archaeological Monitoring Letter Report $3,739 Task 9 Paleontological Construction Monitoring for Phase 2 Task 9.1 Paleontological Monitoring $8,503 Task 9.2 Paleontological Negative Findings Letter Report $2,062 Total $107,163 All work will be performed on a time and materials basis in accordance with the work scope outlined above. Should the actual effort required to complete the tasks be less than anticipated, the amount billed will be less than the total cost outlined above. This cost estimate is in effect for a period of 30 days, during which time all of the elements of this proposal are fully negotiable to meet the needs of Kitchell. This work effort will be managed by Rincon Project Manager Dustin Merrick, M.A., Registered Professional Archaeologist (RPA), and Rincon Principal Christopher Duran, M.A., RPA. Both Mr. Merrick and Mr. Duran meet the Secretary of the Interior’s Professional Qualification Standards for prehistoric and historic archaeology (NPS 1983). Rincon is prepared to begin the work scope outlined above following receipt of a signed copy of this proposal as well as a retainer of $13,250 (approximately 25 percent of the proposed budget, not including optional tasks). Thank you for your consideration and for this opportunity to support your project. If you have any questions regarding this proposal, please contact Mr. Merrick at (805) 762-4064 or dmerrick@rinconconsultants.com, or Mr. Duran at (805) 644-4455, extension 22 or cduran@rinconconsultants.com. Sincerely, Rincon Consultants, Inc. Dustin Merrick, MA, RPA Project Manager/Archaeologist Christopher Duran, MA, RPA Principal/Senior Archaeologist Attachments Attachment 1 Reference List Attachment 2 Resumes of Key Personnel CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 8 RRM Design Group 1 SCOPE OF SERVICES TASK S.1: CONSTRUCTION STAKING This task will include the following: SUBTASK S.1A: PHASE 1B STAKING Rough Grade/Shoring Staking • One (1) set of rough grade and shoring offset stakes with grades to finish grade SUBTASK S.1B: PHASE 2 Sawcut • One (1) set of stakes will be provided for sawcut lines Sewer • One (1) set of offset stakes will be provided for sewer services with grades to flowline Water • One (1) set of offset stakes will be provided for water services with grades to finish the surface or top of curb Storm Drain • One (1) set of offset stakes at an interval of no greater than 50 feet, angle points and tees with grades to flowline. Double offsets will be provided for utility holes, drainage chambers and drain inlets with grades to flowline in/flowline out and rim/top of grate Building • One (1) set of offset stakes at grid lines 1 through 14, A, A.1, A.3, A.4, A.6, A.8, A.9, B, B.2, B.3, B.6, B.7, C, C.1, C.2, C.3, C.5, C.6, C.7, C.8, D, E for level one (1) with grades to finish surface Walls • One (1) set of offset stakes to centerline of wall with grades to top of footing or finish surface. • Street lights/transformers/vault • One (1) set of double offsets stakes to street lights transformers and vaults with grades top of curb or finish surface • Curb, flatwork • One (1) set of offset stakes to face of curb at an interval of no greater than 50 feet along straight sections and interval of no greater than 25 feet on curves sections, grade breaks, angle points and radius points with grades to top of curb or finish surface NOTE: Gas lines and conduits are not included in this proposal 2 MOVE-IN SCHEDULE: It will be the contractor’s responsibility to review the following move-in schedule with respect to possible phasing and overall project schedule. Any changes to this move-in schedule must be made prior to the award of contract. MOVE-IN SCHEDULE AND FEES Item No. Description No. of Move-ins 1 Rough Grade/Shoring 2 2 Sawcut 1 3, 4 Sewer/Water 1 5 Storm Drain 1 6 Building 1 7 Walls 1 8 Street Lights/Transformers/Vault 1 9 Curb, Flatwork 3 Total Moves to Site: 11 Deliverables: • Construction Stakes Fixed Fee: • Subtask S.1A: $3,600.00 (see footnote 1) This fee is based on prevailing wage • Subtask S.1B: $18,000.00 (see footnote 1) This fee is based on prevailing wage TASK S.2: RE-STAKING AND ADDITIONAL SERVICES All re-staking and services beyond the scope of work described herein will be performed on an hourly basis based on standard billing rates at the time the services are requested. Fee: Time and Materials • Hourly (see footnote 2) Fee Footnotes 1. Fixed fee tasks will be billed as the work progresses until the task is completed and the total amount stated in the contract for the task is invoiced. 2. Amounts billed for tasks shown as “Time and Materials” (T&M) will reflect actual hours worked. TOTAL RRM SERVICE FIX FEES: $21,600.00 Any work outside the scope of the original agreement between RRM Design Group and the Client and authorized by Client, is subject to the Terms and Conditions of the Prime Agreement. CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 9 BILL RATE RANGES Subject to change effective March 1st each year  EXHIBIT A-1 SCHEDULE 1 Bill Rate Ranges Subject to change effective March 1st each year ARCHITECTURE INTERIOR DESIGN Architect 95$ -155$ Designer I 60$ -95$ Associate Manager of Architecture 140$ -200$ Designer II 70$ -120$ Design Director 145$ -240$ Interior Designer I 75$ -125$ Designer I 70$ -100$ Interior Designer II 90$ -150$ Designer II 80$ -125$ Intern 45$ -85$ Designer III 95$ -150$ Job Captain 105$ -165$ Intern 45$ -85$ Senior Interior Designer 110$ -195$ Job Captain 95$ -150$ Manager of Architecture 165$ -280$ LANDSCAPE ARCHITECTURE Principal 185$ -350$ Assistant Designer 70$ -110$ Project Architect 115$ -185$ Associate Designer 80$ -125$ Project Designer 115$ -185$ Designer 95$ -140$ Project Manager 115$ -185$ Design Director 135$ -235$ Senior Architect 135$ -235$ Intern 45$ -85$ Senior Designer 135$ -220$ Landscape Architect 95$ -145$ Senior Project Manager 135$ -240$ Manager of Landscape Architecture 150$ -245$ Principal 185$ -350$ ENGINEERING & SURVEYING Principal Landscape Architect 135$ -235$ Associate Engineer 115$ -170$ Senior Landscape Architect 115$ -175$ Construction Inspector 105$ -175$ Designer I 55$ -95$ PLANNING Designer II 75$ -125$ Assistant Planner 90$ -130$ Designer III (Structural only)90$ -135$ Associate Planner 105$ -170$ Engineer I 90$ -140$ Intern 45$ -85$ Engineer II 105$ -165$ GIS Specialist 80$ -150$ Land Surveyor 115$ -170$ Senior GIS Specialist 105$ -185$ Manager of Engineering Services 170$ -280$ Manager of Planning 175$ -265$ Manager of Surveying 155$ -235$ Principal 185$ -350$ Party Chief 90$ -150$ Principal Planner 165$ -250$ Principal 185$ -350$ Senior Planner 135$ -205$ Project Engineer 125$ -185$ Senior Urban Designer 135$ -210$ Project Manager 150$ -245$ Urban Designer 105$ -170$ Senior Associate Engineer 130$ -210$ Senior Designer 110$ -185$ CORPORATE SERVICES Senior Land Surveyor 135$ -210$ Administrative Assistant 60$ -95$ Senior Party Chief 115$ -185$ Administrative Coordinator 75$ -130$ Senior Project Engineer 140$ -230$ Assistant Office Manager 90$ -135$ Supervisor of Surveying 145$ -220$ Chief Executive Officer 195$ -500$ Survey Technician I 60$ -100$ File Clerk/Administrative Support 45$ -65$ Survey Technician II 75$ -115$ Marketing Assistant 45$ -85$ Survey Technician III 90$ -155$ Marketing Coordinator 65$ -115$ Surveying Crew Rates Marketing Manager 125$ -235$ REGULAR Marketing Specialist 90$ -155$ One person w/ GPS or Robotic Workstation 125$ -155$ Office Coordinator 75$ -130$ Two person 175$ -290$ Proposal Coordinator 80$ -140$ Three person 235$ -390$ Receptionist 45$ -80$ PREVAILING WAGE Senior Marketing Specialist 105$ -190$ One person w/ GPS or Robotic Workstation 150$ -180$ Two person 225$ -340$ Three person 325$ -490$      Rev 3/1/2022 3 CONSTRUCTION STAKING CONDITIONS: 1. It will be the contractor’s responsibility to inform RRM of changes in the Plans and Specifications that will affect the location of improvements. RRM will not be liable for misplaced improvements due to such changes that were not brought to our attention. Additional work caused by changes to the Plans and Specifications will be billed on an hourly basis. Also, any construction based on staking requested by the contractor based on unapproved plans and specifications will be done at the contractor’s sole risk. RRM will not be held liable for damages suffered by the contractor resulting from changes to the plans after RRM has set stakes. 2. To provide for reasonable preparation and organization, requests for staking should be made at least 48 hours in advance. Although RRM will make every effort to accommodate the unforeseen, no guarantee can be made without sufficient notice. 3. The contractor will be responsible for ensuring that the construction site is clear of debris and vehicles before ordering stakes. If staking is requested and site conditions do not allow the survey crew to work, you will be charged hourly for the time lost. This does not include poor site conditions caused by weather or other circumstances beyond the control of the contractor. 4. Any claim against RRM for losses or damages resulting from errors in staking (either horizontal or vertical) must be accompanied by proof of the actual location of the stake used and the information written on the lath (i.e., stakes must still be in place in the field when the claim is made). 5. The contractor will be responsible for discussing offsets for stakes prior to fieldwork. Otherwise, offsets will be chosen according to standard practice in this County, and any changes requested after the completion of staking will be billed to the contractor as an extra. 6. For your convenience, we will provide the job superintendent with a “construction staking request form” that must be signed before any extra work beyond the scope of the contract is done. Copies of this signed form will be sent with each monthly billing for your records. 7. Stakes shall be used only for their intended purpose. For example, rough grade stakes shall not be used for finish grading or building layout. 8. Three (3) consecutive points shown to be on the same slope rate must be used in common order that the contractor may detect any variation out of a perfect straight grade. In case any discrepancy is found, it shall be reported to the surveyor. Otherwise, the surveyor will not be responsible for any error in grade of the finished work. CITY OF SAN LUIS OBISPO CULTURAL ARTS DISTRICT PARKING STRUCTURE PROJECT - RFP NO. 90435-CM // PAGE 10 Earth Systems EARTH SYSTEMS | AUGUST 29, 2022 | CITY OF SAN LUIS OBISPO - CULTURAL ARTS DISTRICT PARKING STRUCTURE Earth Systems FEE BREAKDOWN Hours/Units Rate Total Earth Systems Fee Breakdown PROJECT: DATE: Hours/Units Rate Total PHASE IB - Cultural Arts District Parking Structure On-Site Improvements - 120 Work Day Duration Project Inspector 960 $170.00 $163,200.00 Subtotal Task 2 $163,200.00 Geotechnical Observation - Professional 40 $200.00 $8,000.00 Project Management/Quality Control 40 $225.00 $9,000.00 Grading Observation and Testing 320 $140.00 $44,800.00 Special Inspection - Shoring Wall 120 $145.00 $17,400.00 Reporting and Document Posting 40 $125.00 $5,000.00 Compaction Tests (per test)150 $10.00 $1,500.00 Mileage (per trip)170 $7.50 $1,275.00 Laboratory Testing - Per Fee Schedule (Allotment) $12,000.00 DIR/ECPR Posting 20 $90.00 $1,800.00 Subtotal Task 3 $100,775.00 Hours/Units Rate Total PHASE 2 - Project Inspector 3600 $170.00 $612,000.00 Subtotal Task 2 $612,000.00 Geotechnical Observation - Professional 40 $200.00 $8,000.00 Project Management/Quality Control 100 $225.00 $22,500.00 Grading Observation and Testing - 2023 280 $140.00 $39,200.00 Special Inspection - 2023 320 $145.00 $46,400.00 Grading Observation and Testing -2024 120 $140.00 $16,800.00 Special Inspection -2024 1600 $145.00 $232,000.00 Reporting and Document Posting 180 $125.00 $22,500.00 Compaction Tests (per test)150 $10.00 $1,500.00 Mileage (per trip)700 $7.50 $5,250.00 Laboratory Testing - Per Fee Schedule (Allotment) $25,000.00 DIR/ECPR Posting 90 $90.00 $8,100.00 Subtotal Task 3 $427,250.00 TOTAL TASK 2 $775,200.00 TOTAL TASK 3 $528,025.00 Task 2 - Construction Observations/Inspections Task 3 – Geotechnical and Materials Testing and Specialty Inspection City of San Luis Obispo - Cultural Arts District Parking Structure August 29, 2022 Cultural Arts District Parking Structure - 450 Work Day Duration Task 2 - Construction Observations/Inspections Task 3 – Geotechnical and Materials Testing and Specialty Inspection PHASE 1B - Cultural Arts District Parking Structure On-Site Improvements - 120 Work Day Duration Hours/Units Rate Total PHASE 2 - Cultural Arts District Parking Structure - 450 Work Day Duration 142 From:Cohen, Rachel Sent:Thursday, November 10, 2022 11:49 AM To:Nelson, Brian Subject:RE: Cultural Arts District Parking Structure Thanks Brian. I have received the photo documentation for 633 Palm. Cheers, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, November 8, 2022 8:16 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, I dropped the photo documentation for 633 Palm off at your desk. Let me know if you need anything else. Rincon has begun the historical documentation for 610 and 614 Monterey and I expect to receive the report in December. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Friday, November 4, 2022 11:29 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Thank you Brian. Rachel Cohen pronouns she/her/hers Senior Planner 143 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 4, 2022 11:10 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Our PW Intern is putting the final touches on the package, and we’ll include the signed acknowledgement as well. I’ll leave the binder on your desk once it’s complete. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Monday, October 10, 2022 9:56 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian – I think this looks good. And yes a thumb drive would be fine since most of us do not have access to a CD / DVD drive anymore. The only other item to include is a signed acknowledgment that the submitted photographs and thumb drive are now the property of the City of San Luis, Obispo. Thanks! Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications 144 From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 7:53 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Attached is the photo documentation of 633 Palm Street, which from my review seems to meet the documentation requirements. Please review and let me know if you see any corrections needed to meet requirements. If no corrections, I will have it printed and delivered to you. Can we put it on a USB instead of DVD? Not sure if anyone has a DVD these days. By the way, Rincon will be performing historical documentation of 610 and 614 Monterey Street structures in accordance with the historic standards identified in the MMRP. That should occur within the next couple of months. Thanks for notifying me early so we could get ahead of these requirements. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Tuesday, July 12, 2022 11:33 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian- For noticing, the Construction and Fire Prevention Regulation Chapter 15.04, Section A203.3(2) state that “…an applicant shall provide evidence that for a period of not less than 90 days from date of permit application, the building was advertised in a local newspaper on at least 3 separate occasions not less than 15 days apar, as available to any interested person to be moved; and submit historic documentation for the structure in accordance with criteria established by the Community Development Director and the Cultural Heritage Committee.” I have attached a copy of an example notice. The text reads: Public Notice Notice of intent to demolish single family home at 570 Pacific Street, San Luis Obispo, CA 93401. If you claim and interest in moving this building you must contact …. I have also attached the City’s Photo documentation standards. I will bring by a hard copy of the an example as well. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org 145 Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, July 8, 2022 2:21 PM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, I checked Richard’s files and with Lia, and was unable to find anything related to advertisement of the Adobe demolition. I think he was corresponding with Brian Leveille on the matter, perhaps Brian has those records? When you have a chance, please let me know the steps for advertisement of the other structures. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Thursday, June 30, 2022 2:52 PM To: Nelson, Brian <BNelson@slocity.org> Subject: Cultural Arts District Parking Structure Hi Brian- It appears that the City will soon be submitting demolition plans for the Cultural Arts District Parking Structure. There are a few items that we should probably discuss so that they are not an issue as you move forward on this project. 1. 633 Palm Street is not a historic structure, but it is older than 50 years old and has to be noticed in the paper like the other historic sites were. 2. All structures will have to be photo documented. 3. The lot merger for the site has been on hold and I am wondering if this is something that you want to process now. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications 146 From:Fagundes, Bill Sent:Thursday, November 10, 2022 7:42 AM To:rrominger@kitchell.com Subject:CADPS Phase 1B Plans, not stamped Attachments:2022-09-16_CADPS_Phase 1B Plans_REV1.pdf Good morning Randy, Attached are the updated, but not stamped, plans for Phase 1B for your review. Please forward to Rob Down. Thank you Bill Fagundes Engineering Inspector III Public Works 919 Palm St, San Luis Obispo, CA 93401-7314 E bfagunde@slocity.org T 805.781.7195 slocity.org Stay connected with the City by signing up for e-notifications 147 From:Gauna, Samuel Sent:Wednesday, November 9, 2022 3:56 PM To:Fagundes, Bill Subject:Phase 1B Plans Attachments:2022-09-16_CADPS_Phase 1B Plans_REV1.pdf; 2022-09-16_CADPS_Phase 1B_Specs.pdf Bill, I found an email from 10/21 where Brian shared the plans with Manny to give to Kitchell so my guess is that it’ll be fine. You’ll find them attached. Thank you Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 148 From:Guzman, Manuel Sent:Tuesday, November 8, 2022 1:51 PM To:Fagundes, Bill Subject:FW: CADPS RE & CM Services Attachments:2022-09-16_CADPS_Phase 1B_Specs.pdf; 2022-09-16_CADPS_Phase 1B Plans_REV1.pdf FYI Only. Manny Guzman, P.E. City of San Luis Obispo E mguzman@slocity.org T 805.781.7423 C 805-540.0446 From: Guzman, Manuel Sent: Monday, October 24, 2022 12:03 PM To: Randy Rominger <rrominger@kitchell.com> Subject: CADPS RE & CM Services Randy – Attached to this email are the revised set of plans for phase 1B of the CADPS project. Could you revise Kitchell’s fee schedule and resubmit it based on the retaining wall work no longer being part of phase 1B. In addition please remove the survey task from the proposal/schedule. Survey will be provided by the project contractor. Also if we award the work to Kitchell, certified payroll will have to be provided thought the project including subconsultants. Any questions let me know. Thanks, Manny Guzman, P.E. City of San Luis Obispo E mguzman@slocity.org T 805.781.7423 C 805-540.0446 REPORT NAME: GEOTECHNICAL ENGINEERING REPORT: PALM-NIPOMO STREET PARKING STRUCTURE AND REPERTORY THEATER DATE:DECEMBER 13, 2019 (REVISED JANUARY 7, 2020) PREPARER:NICK ZOETEWEY LICENSE:C-79891 FIRM:EARTH SYSTEMS PACIFIC 4378 OLD SANTA FE ROAD SAN LUIS OBISPO, CA 93401 P: (805) 544-3276 GEOTECHNICAL REPORT THESE PHASE 1B SITE PREPARATION PLANS CONSIST OF TREE PROTECTION, DEMOLITION AND CLEARING. PHASE 2 (UNDER SEPARATE COVER) INCLUDE ON-SITE ROUGH GRADING, TEMPORARY AND PERMANENT SHORING, IMPROVEMENTS, BUILDINGS, PRECISE GRADING, LANDSCAPE AND ASSOCIATED FRONTAGE IMPROVEMENTS. CITY PROJECT NUMBER: GRAD-1974-2022 ASSOCIATED PERMITS: ARCH-0415-2019 GRAD-1653-2022 PHASE 1A - DRY UTILITY UNDERGROUNDING SITE AREA OF DISTURBANCE: 1.2 ACRES WDID NUMBER: ______________________ PROJECT DESCRIPTION STORMWATER COMPLIANCE C-1.1 PROJECT SITE NOT TO SCALE RRM CIVIL SHEETS C-1.1 TITLE SHEET C-1.2 GENERAL NOTES C-2.1 EXISTING CONDITIONS C-2.2 TREE PROTECTION PLAN C-2.3 DEMOLITION PLAN C-9.1 CONDITIONS OF APPROVAL C-9.2 CONDITIONS OF APPROVAL C-9.3 CONDITIONS OF APPROVAL C-9.4 CONDITIONS OF APPROVAL C-9.5 CONDITIONS OF APPROVAL FUTURE PARKING STRUCTURE FUTURE SLO REP THEATRE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT" (U.S.A.) TOLL FREE AT (800) 642-2444 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. REFERENCE DOCUMENTS: SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS:AUGUST 2020 EDITION ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES: 2019 CALIFORNIA RESIDENTIAL CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2019 CALIFORNIA GREEN BUILDING STANDARDS 2019 CALIFORNIA ADMINISTRATIVE CODE (CAC) TITLE 24, PART 1 CALIFORNIA CODE OF REGULATIONS (CCR) 2019 CALIFORNIA BUILDING CODE (CBC) TITLE 24, PART 2 CCR BASED ON 2012 IBC AND 2016 CA AMENDMENTS 2019 CALIFORNIA REFERENCE STANDARD CODE TITLE 24, PART 12 CCR REFERENCE NOTES PALM STREET NIPOMO STREETDANA STREET MONTEREY STREET APN 002-412-001 (609 PALM STREET) APN 002-412-002 (972 NIPOMO STREET) APN 002-412-003 (633 PALM STREET) APN 002-412-004 (630 MONTEREY STREET) APN 002-412-011 (970 NIPOMO STREET & 610 MONTEREY STREET) (2 ADDRESSES ON 1 APN) APN 002-412-012 (614 MONTEREY STREET) APN'S AND ADDRESSES THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF NIPOMO STREET BETWEEN FOUND MONUMENTS, BEARING BEING N36°15'10"W PER R1. THE BENCHMARK FOR THIS PROJECT BEING CITY OF SLO BENCHMARK NO. 372, A LEAD AND TACK ON THE WESTERLY CURB 50 FEET (15 M) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 190.00 FEET (NAVD88). Reference Documents: City Standard Specifications - August 2020 Edition City Engineering Standards - August 2020 Edition 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 2.THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THE TIME OF BID OPENING. index to plans sheet no.description general notes: datum: san luis obispo county, california APPROVED BY SPECIFICATION NO.DATE SHEET Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date FILE NO./LOCATION No. C 79870BRIAN A . NEL S ONCI V I LREGISTERED P R O F ESSIONA L E NGINEERS TATE OF CA L IF O R NIACULTURAL ARTS DISTRICT PS PHASE 1B SITE PREPARATION PLANS CITY OF SAN LUIS OBISPO, CA COUNTY OF SAN LUIS OBISPO rrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 09/16/202290435-1B 0720-02-UR19 EXP. 9/30/2023 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-1.X Title and General Notes.dwg, C-1.2, Sep 15, 2022 10:12am, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 1.NO CONSTRUCTION SHALL START WITHOUT PLANS APPROVED BY THE CITY. THE ENGINEER SHALL BE NOTIFIED AT LEAST TWENTY-FOUR HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE ENGINEER WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK. 2.A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE CITY AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDING INSPECTOR, PUBLIC WORKS INSPECTOR, NATURAL RESOURCE MANAGER, AND CONTRACT PLANNER SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES. 3.ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT CITY STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4.ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT (SEE TITLE SHEET FOR GEOTECHNICAL ENGINEER CONTACT AND REPORT DETAILS). 5.RECORD PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS ARE FROM RECORD SOURCES AND WERE SHOWN FOR DESIGN PURPOSES ONLY. 7.ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION BY THE CONTRACTOR. 8.CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO TEN WORKING DAYS. 9.CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTED. 10.A CITY ENCROACHMENT PERMIT IS REQUIRED. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS. 11.CONTACT PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7200 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTIONS OR FINAL INSPECTIONS. 12.THE CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE DESIGN ENGINEER FOR THE RECORD DRAWINGS. 13.ANY PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTED BY THE CITY INSPECTOR. 14.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AND CITY STANDARDS AT THE CONTRACTOR'S EXPENSE. 15.ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE TIME OF THE FOUNDATION INSPECTION REQUEST. 16.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF A PEDESTRIAN PROTECTION PLAN IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE. 17.A COMPACTION REPORT SHALL BE PROVIDED BY A SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WERE PREPARED IN ACCORDANCE WITH THE PROJECT SOILS REPORT. 18.IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROM CITY ENVIRONMENTAL COMPLIANCE MAY BE REQUIRED. 19.CONTRACTOR SHALL PROVIDE A TRAFFIC AND PEDESTRIAN CONTROL PLAN TO BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE. 20.THE ENGINEER MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. 21.ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY. 22.DIGITAL DRAWINGS OF HORIZONTAL CONTROL PROVIDED TO SURVEY FOR PURPOSE OF CONSTRUCTION. 23.CONTRACTOR SHALL ADHERE TO ALL NOTES AND DETAILS PRESENTED ON THE EROSION CONTROL PLAN AND NOTES SHEETS. 1.THIS EXISTING CONDITIONS AND SITE PREPARATION PLAN (DEMOLITION PLAN) WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT AND THE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2.DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST VERSION OF THE UNIFORM BUILDING CODE, TITLE 24, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD. 3.NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE OWNER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING DEMOLITION. 4.THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS AS REPRESENTED ON THESE PLANS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE RELOCATED. 7. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER. 8. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE REMOVED FROM THE SITE TO AN APPROVED DUMP SITE AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED. 9. ALL HAZARDOUS MATERIALS SHALL BE REMOVED PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THAT MATERIAL BY A LICENSED ABATEMENT CONTRACTOR. 10. IF ASBESTOS IS FOUND IN THE EXISTING STRUCTURES TO BE DEMOLISHED, THEN ASBESTOS MUST BE REMOVED IN ACCORDANCE WITH APPLICABLE CITY, COUNTY, STATE AND FEDERAL GUIDELINES OR REQUIREMENTS. REMOVAL OF ASBESTOS MATERIAL SHALL BE COMPLETED BY A CONTRACTOR LICENSED TO HANDLE ASBESTOS MATERIAL. 11. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TO THE CITY. AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP WORK" NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED. 12. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND LOCATED ON THE DRAWINGS OF RECORD BY THE CONTRACTOR WHICH WILL BE SUPPLIED TO BOTH THE ENGINEER OF RECORD AND THE OWNER AT THE CONCLUSION OF THE DEMOLITION WORK. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THESE PLANS ARE FROM RECORD SOURCES SURVEYS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY. 14. DAMAGE TO EXISTING FACILITIES NOTED TO REMAIN SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION. 16. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO 10 WORKING DAYS. 17. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES, RESIDENTIAL AREAS OR ON-SITE FACILITIES OUTSIDE THE LIMITS OF DEMOLITION. 18. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FROM THE CITY PRIOR TO THE START OF WORK. 19. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY PRIOR TO THE START OF WORK. 20. CONTRACTOR TO REMOVE AND DISPOSE OF ALL WOOD, CONCRETE, AC PAVING, AGGREGATE BASE, AND VEGETATION AS SHOWN UNLESS OTHERWISE NOTED ON THE PLANS. 21. REMOVE TREES, TOGETHER WITH THE BULK OF THE ROOTS, TO A MINIMUM DEPTH OF 4 FEET BELOW EXISTING GRADE AND WITHIN A RADIUS OF 7 FEET BEYOND THE PERIMETER OF THE TRUNK AT GROUND LINE. 22. FILL AND COMPACT HOLES RESULTING FROM TREES AND TREE STUMP REMOVAL TO REQUIRED DENSITY. FILLING SHALL NOT BE DONE UNTIL HOLES HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE. 23. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY AND COUNTY APCD. 24. CONTRACTOR TO DISPOSE OF ALL MATERIALS PER CONSTRUCTION AND DEMOLITION RECYCLING PLAN FOR THIS PROJECT. 25. PROTECT EXISTING FACILITIES OUTSIDE THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED. 26. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND ENGINEER DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES. 27. CONTRACTOR MUST SALVAGE TO ENGINEER UPON REQUEST ANY ITEMS WITHIN DEMOLITION AREA AT NO ADDITIONAL EXPENSE TO CITY. UTILITY NOTES GENERAL NOTES DEMOLITION NOTES 1.UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS, ETC., PRIOR TO CONTINUING WORK. 2.THE ENGINEERED DRY UTILITY PLANS WILL BE A DEFERRED SUBMITTAL ITEM. THE ENGINEERED DRY UTILITY PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TO REVIEW FOR CONFORMANCE WITH THE APPROVED PLANS. THE DEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY ON-SITE OF OFF-SITE UTILITY CONSTRUCTION. 3.ALL WATER VALVES THAT ARE DEEPER THAN 4' SHALL BE A EQUIPPED WITH A STEEL VALVE STEM EXTENSION THAT WILL ALLOW VALVE OPERATION WITH STANDARD LENGTH VALVE KEY. VALVE OPERATING NUTS SHALL BE BETWEEN 2' TO 4' BELOW GRADE. THE STEEL VALVE STEM EXTENSION SHALL BE STEEL ONLY BY PIPE LINE PRODUCTS OR APPROVED EQUAL. PROTECT ALL BURIED METALS FROM CORROSION PER HDR CORROSION CONTROL RECOMMENDATIONS (TYP). 4.THE DRY UTILITY SERVICE LINES AND BOXES SHOWN IN THESE PLANS ARE SCHEMATIC AND BASED ON PROVIDED PLANS FROM THE UTILITY PROVIDER. THE CONTRACTOR IS REQUIRED TO OBTAIN THE FINAL PLANS FROM THE UTILITY PROVIDER AND VERIFY THE FINAL ALIGNMENT PER THEIR APPROVED PLANS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ROUTING THE SERVICE WIRE THROUGH THE CONDUIT RUNS TO PROVIDE SERVICE TO THE SHOWN EQUIPMENT. ABBREVIATIONS AB AGGREGATE BASE AC ASPHALT CONCRETE AP ANGLE POINT ARV AIR RELEASE VALVE BCR BEGIN CURVE BSW/BW BACK OF SIDEWALK/WALK CB CATCH BASIN CL/CL.CENTERLINE/CLASS CMP CORRUGATED METAL PIPE CONC.CONCRETE DBH DIAMETER AT BREAST HEIGHT [OF A TREE] DI DRAIN INLET DIP DUCTILE IRON PIPE EG EXISTING GRADE EX.EXISTING ELEV ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE FP FINISHED PAD FW FIRE WATER HP HIGH POINT IPS IRON PIPE SIZE JT JOINT TRENCH LP LOW POINT EL.MAXIMUM MIN.MINIMUM NTS NOT TO SCALE PL PROPERTY LINE PCL PARCEL PCC PORTLAND CEMENT CONCRETE POC POINT OF CURVE/POINT OF CONNECTION POT POINT OF TANGENT PRC POINT OF REVERSE CURVE ROW RIGHT OF WAY RET. WALL RETAINING WALL RP REDUCED PRESSURE RW RECYCLED WATER SD STORM DRAIN SFM SEWER FORCE MAIN SL STREET LIGHT/SERVICE LATERAL SS SANITARY SEWER STA STATION STD.STANDARD TBD TO BE DETERMINED TBM TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TP TOP OF PAVEMENT TG TOP OF GRATE TYP.TYPICAL TW TOP OF WALL UON UNLESS OTHERWISE NOTED W WATER WSE WATER SURFACE ELEVATION GENERAL NOTESC-1.2 APN: 002-421-001 SAN LUIS OBISPO CHILDREN'S MUSEUM (NOT A PART) MIXED-USE/ HOTEL (FUTURE PROJECT) APN: 002-421-033 LEITCHER BUILDING (NOT A PART) TREE 10" TREE 6" TREE 6" TREE4" TREE8" SYAGRUS PALM30" TREE8" PALM6" TREEAPN: 002-412-003 APN: 002-412-004 APN: 002-412-001 APN: 002-412-002 APN: 002-412-011 APN: 002-412-012 GGGGGGGGGGG G G G G G G G G G G G G G G G OH OHOHOHOHOHOHOHOHOHOHOHPP T CO IV FIRE HYDRANT WATER VALVE WATER METER DOUBLE DETECTOR CHECK VALVE IRRIGATION VALVE GAS METER SEWER MANHOLE SEWER CLEANOUT STREET/PARKING LIGHT POWER POLE GUY WIRE TELEPHONE MANHOLE PARKING METER SIGN CURB CURB & GUTTER RETAINING WALL FENCE AC BERM EDGE OF PAVEMENT WATER LINE GAS LINE SEWER LINE OVERHEAD LINE BRICK/STONE G SLB STREET LIGHT BOX TEL TELEPHONE BOX/VAULT PED TELEPHONE PEDESTAL PGE ELECTRICAL BOX/VAULT TRANS ELECTRICAL TRANSFORMER CATV CABLE TELEVISION BOX UTIL UTILITY BOX/VAULT WM GM W SS OH CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-2.1 Existing Conditions.dwg, C-2.1, Sep 15, 2022 10:24am, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 EXISTING CONDITIONSC-2.1 0 feet40 SCALE: 1" = 20' 20 60 EXISTING CONDITIONS LEGEND APN: 002-421-001 SAN LUIS OBISPO CHILDREN'S MUSEUM (NOT A PART) MIXED-USE/ HOTEL (FUTURE PROJECT) APN: 002-421-033 LEITCHER BUILDING (NOT A PART) TO MINIMIZE THE SURFACE AREA OF THE WOUND. ALL SEVERED ROOTS SHALL BE COVERED WITH SOIL IN THE FINAL GRADING CONDITION AND NO SEVERED ROOTS SHALL BE EXPOSED TO AIR AND SUNLIGHT FOR MORE THAN 48 HOURS. 8.PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL OBTAIN TREE REMOVAL PERMIT AS REQUIRED. 9.TREE REMOVAL SHOULD COMPLY WITH ALL PROVISIONS OF SLOMC 12.24.090. TREE PROTECTION AND REMOVAL NOTES NOTE FOR TREES # 18, 22, 25, 28, 31, 32: EXISTING TREE WITHIN CITY RIGHT-OF-WAY (ROW) IDENTIFIED TO BE REMOVED SHOWN FOR REFERENCE ONLY, SHALL BE PRESERVED, PROTECTED AND MAINTAINED THROUGHOUT DURATION OF PHASE 1B, UNTIL FUTURE PHASE 2 DEMOLITION WORK, UNDER SEPARATE COVER. * NOTE: CONTRACTOR TO PROTECT AND PRESERVE EXISTING TREES AND VEGETATION ON ADJACENT PROPERTY (TYP). REFER TO DEMOLITION PLAN SHEET C-2.3. PLANC-2.3 0 feet40 SCALE: 1" = 20' 20 60 NOTE: THESE QUANTITIES ARE FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ACTUAL QUANTITIES. NOTE: ALL EXISTING ON-SITE UNDERGROUND UTILITY SERVICES TO BE REMOVED, STUBBED AND CAPPED AT PROJECT FRONTAGE. NOTE: CONTRACTOR TO PROTECT AND PRESERVE EXISTING TREES AND VEGETATION ON ADJACENT PROPERTY (TYP). REFER TO TREE PROTECTION PLAN SHEET C-2.2. CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.1, Sep 15, 2022 5:14pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 CONDITIONS OF APPROVALC-9.1 COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # 1 Findings The project will not be detrimental to the health, safety, or welfare of those working or residing in the vicinity since the proposed project is consistent with the site's Downtown Commercial zoning designation and will be subject to conformance with all applicable building, fire, and safety codes. N/A N/A 2 General Plan Amendment Findings The proposed General Plan Amendment is consistent with policy direction for the area included in the General Plan, and in particular with the following General Plan policies: LUE Policy 4.1, because the project provides off-site parking, civic, cultural, entertainment and mixed- use opportunities for Downtown; LUE Policies 4.3, 5.2.2, 5.2.3, and 5.2.5, which promote the development of Entertainment and Cultural Facilities in the downtown; and LUE Policy 4.14 and Circulation Element policy 13.2.4 which support the construction of parking structures. N/A N/A 3 General Plan Amendment Findings The General Plan Amendment allows for the implementation of the proposed project by updating the City's General Plan land use map to reflect the development anticipated by the proposed Palm Nipomo Parking Structure Project. N/A N/A 4 General Plan Amendment Findings The site is physically suited for the proposed project because the project is consistent with the 2017 Downtown Concept Plan. N/A N/A 5 Architectural Design Findings The proposed new building is consistent with Historic Preservation Program Guidelines Section 3.2.1 because the building is designed to be architecturally compatible with Downtown Historic District structures. N/A N/A 6 Architectural Design Findings The project design maintains consistency with the Community Design Guidelines Chapter 4 ( Downtown Design Guidelines), Sections 4.2 ( A-D) by providing: human scale and proportion, architectural design that complements the character of the surrounding neighborhood, transparency and provides architectural interest on all four sides of the building. N/A N/A 7 Architectural Design Findings The project design is consistent with the Community Design Guidelines Section 6.3(A-B, D-E) because the project includes convenient pedestrian linkages to the sidewalk along each street, pedestrian access and alternative paving materials while minimizing "vast seas of parking" by proposing a structure as opposed to surface parking lots. N/A N/A 8 SLO Rep Theatre Architectural Design Findings The proposed new building is consistent with Historic Preservation Program Guidelines Sections 3.2.1 and 5.2.2 because the building is designed to be architecturally compatible with Downtown Historic District structures. This will be addressed in a separate submittal by SLO Rep Theatre N/A 9 SLO Rep Theatre Architectural Design Findings The project design maintains consistency with the Community Design Guidelines Chapter 4 ( Downtown Design Guidelines), Sections 4.2 ( A-D) by providing: human scale and proportion, various upper story setbacks, includes similar vertical elements that are found in the surrounding architecture of the existing buildings, an architectural design that complements the character of the surrounding neighborhood, transparency is included in the front fa~ade with the inclusion ofglass curtain walls and provides architectural interest on all four sides ofthe building. Palm Nipomo Parking Structure Use Permit Fin This will be addressed in a separate submittal by SLO Rep Theatre N/A 10 Use Permit Findings The proposed use is allowed with a use permit within the Downtown Commercial ( C-D) zone and complies with all other applicable provisions of the Zoning Regulations. N/A N/A 11 Use Permit Findings The proposed parking structure use is located where a parking structure is called out on the 2017 Downtown Concept Plan. N/A N/A 12 Use Permit Findings The parking structure use is consistent with LUE policy 4.14 and Circulation Element policy 13.2.4 that state that any major increases in parking should take the form of a structure located at the edge of the commercial core and that additional parking should be supported by a parking study. N/A N/A 13 Use Permit Findings The site is physically suitable in terms of its design, location, shape, size, and operating characteristics of the proposed use; traffic generation and the provision of public and emergency vehicle access; public protection services; and the provision of utilities. N/A N/A 14 Use Permit Findings The establishment and subsequent operation or conduct of the use will not, because of the circumstances and conditions applied in the particular case, be detrimental to the health, safety or welfare of the general public or persons residing or working in the neighborhood of the use, or be detrimental or injurious to property or improvements in the vicinity of the use. N/A N/A 15 SLO Rep Theatre Use Permit Findings The proposed use is allowed with a use permit within the Downtown Commercial ( C-D) zone and complies with all other applicable provisions ofthe Zoning Regulations. This will be addressed in a separate submittal by SLO Rep Theatre 16 SLO Rep Theatre Use Permit Findings The proposed SLO Rep Theatre use is located where a theater is called out on the 2017 Downtown Concept Plan. This will be addressed in a separate submittal by SLO Rep Theatre 17 SLO Rep Theatre Use Permit Findings The proposed SLO Rep Theatre use is consistent with LUE policies 5.2.2, 5.2.3, and 5.2.5 because the theater will be located near Mission Plaza along Monterey Street in the Cultural Facilities Area. This will be addressed in a separate submittal by SLO Rep Theatre 18 SLO Rep Theatre Use Permit Findings The site is physically suitable in terms of its design, location, shape, size, and operating characteristics of the proposed use; traffic generation and the provision of public and emergency vehicle access; public protection services; and the provision ofutilities. This will be addressed in a separate submittal by SLO Rep Theatre 19 SLO Rep Theatre Use Permit Findings The establishment and subsequent operation or conduct of the use will not, because ofthe circumstances and conditions applied in the particular case, be detrimental to the health, safety or welfare ofthe general public or persons residing or working in the neighborhood ofthe use, or be detrimental or injurious to property or improvements in the vicinity ofthe use. This will be addressed in a separate submittal by SLO Rep Theatre 20 Deviation from height and F.A.R. Findings The proposed increase in height and F.A.R. for the project is consistent with 2018 Zoning Regulations Section 17.86.200 (Parking as a Primary Use) that states, Where parking as a primary use is permitted in compliance with Table 2-1: Uses Allowed by Zone... discretionary permit approval may include deviations from otherwise applicable development standards because the parking structure is designed to meet certain building and engineering standards. N/A N/A 1 General Plan Amendment and Rezone The General Plan shall be amended as shown in Exhibit A.N/A N/A 2 General Plan Amendment and Rezone The Amendment shall apply only to the properties currently proposed to be occupied by the Project, i.e. to the Project site. N/A N/A 3 Planning Division Final project design and construction drawings submitted for a building permit shall be in substantial compliance with the project description and plans approved by the City Council. A separate, full-size sheet shall be included in working drawings submitted for a building permit that lists all conditions of project approvals listed and mitigation measures in the MMRP as sheet number 2. Furthermore, as identified in the EIR, environmentally mitigating project features shall be included in the final project design. Sheets containing conditions and approvals and mitigations measures are included in submission drawings. Phase 2 conditions will be addressed in a separate submittal. MMRP will be provided in project specifications. PH 1B/2. PH 1B: C-9.1 TO C-9.5 PH 2: A0.X 4 Planning Division Reference shall be made in the margin of listed items as to where in plans requirements are addressed. Any change to approved design, colors, materials, landscaping, or other conditions of approval must be approved by the Director or Architectural Review Commission, as deemed appropriate. This will be addressed in a separate submittal PH 2. 5 Planning Division Plans submitted for a building permit shall call out the colors and materials of all proposed building surfaces and other improvements. This will be addressed in a separate submittal PH 2.A3.1 & A3.2 6 Planning Division The building plan submittal shall include privacy screening that will restrict the ability for users of the parking structure to overlook into the adjacent property while using the southeastern stairway to the satisfaction of the Community Development Director. This will be addressed in a separate submittal PH 2.A2.3, A2.4, A2.5, A3.1, A8.2, 7 Planning Division The locations of all exterior lighting, including bollard style landscaping or path/parking lighting, shall be included in plans submitted for a building permit. All wall-mounted lighting fixtures shall be clearly called out on building elevations included as part of working drawings. All wall-mounted lighting shall complement building architecture, subject to the approval of the Community Development Director. The lighting schedule for the building shall include a graphic representation of the proposed lighting fixtures and cut sheets on the submitted building plans . The selected fixture( s) shall be shielded to ensure that light is directed downward consistent with the requirements of the City's Night Sky Preservation standards contained in Chapter 17 .23 of the 2015 Zoning Regulations. This will be addressed in a separate submittal PH 2. LC plans 8 Planning Division Plans submitted for a building permit shall clearly state the type/model of bicycle racks proposed, location and dimensions of all 32 short and long-term bicycle parking spaces. All long-term bicycle parking spaces shall be located within the parking structure. Sufficient detail shall be provided about the placement and design of bike racks to demonstrate compliance with relevant Engineering Standards and Community Design Guidelines and this condition of approval, to the satisfaction of the Public Works and Community Development Directors. This will be addressed in a separate submittal PH 2.LC plans, A4.1 9 Planning Division Plans submitted for a building permit shall include window details indicating the type of materials for the window grids, their dimensions, and colors. Plans shall demonstrate the use of high-quality materials for the window grids that reflect the architectural style of the project to the approval of the Community Development Director. This will be addressed in a separate submittal PH 2.A3 Series, A5 series 10 Planning Division Mechanical and electrical equipment shall be located internally to the structure or site. With submittal of working drawings, the applicant shall clearly show the location and sizes of any proposed condensers and other mechanical equipment. If any mechanical equipment is to be placed on the roof, plans submitted for a building permit shall confirm that parapets or other roof features will adequately screen them. A line-of-sight diagram may be required to confirm that proposed screening will be adequate. This condition applies to initial construction and later improvements. This will be addressed in a separate submittal PH 2.A1.1 A3.2 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.2, Sep 15, 2022 5:15pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 C-9.2 CONDITIONS OF APPROVAL11 Planning Division The location of any required backflow preventer and double- check assembly shall be shown on all site plans submitted for a building permit and shown and called out on the landscaping plans. Construction plans shall also include a scaled diagram of the equipment proposed. Where possible, as determined by the Utilities Director, equipment shall be located inside the building within 20 feet of the front property line. Where this is not possible, as determined by the Utilities Director, the back-flow preventer and double- check assembly shall be located in the street yard and screened using a combination of paint color, landscaping and, if deemed appropriate by the Community Development Director, a low wall. The size and configuration of such equipment shall be subject to review and approval by the Utilities and Community Development Directors. This will be addressed in a separate submittal PH 2. LI Plans for backflow and LP for screening 12 Planning Division A final landscaping plan, including irrigation details and plans, shall be submitted to the Community Development Department along with working drawings. The legend for the landscaping plan shall include the sizes and species of all groundcovers, shrubs, and trees with corresponding symbols for each plant material showing their specific locations on plans. Street trees species shall comply with City standards and may include palm trees. This will be addressed in a separate submittal PH 2.LP and LI Plans 13 Engineering Division The Parking Structure shall conform to the overall proposed campus designs and approvals for the Palm Nipomo Parking Structure Project and any subsequent agreements between the SLO Rep Theatre and the City. The project shall also conform to previously approved bulb-out and crossing designs for the Monterey Place project located at 667 Monterey. This will be addressed in a separate submittal PH 2. 14 Engineering Division The project address should be established prior to building permit application if possible. Otherwise, the address will be established during permit review and prior to permit issuance. The lot merger application, document and forms have been submitted to the City. Waiting for the City to establish project address. PH 1B 15 Engineering Division A separate demolition plan and permits are required for the structures located on the project site. The plan shall include an inventory of all improvements located on the City parcel and within the public right-of-way. Any historic materials shall be noted and shall include a matrix of the proposed disposition. Unless otherwise proposed or required to be re-used within the project, the historic granite curbing, walls, and stairs located on the project site shall be preserved and delivered to an approved location to the satisfaction of the City. Per City's direction, the demolition plan is part of the Phase 1 package. It includes an inventory and notes to preserve the existing historic Bishop Peak granite curb for future use by the SLO Rep Theatre landscape architect. PH 1B CIVIL SHEET C-2.3 16 Engineering Division The demolition plans shall show the location of all existing utilities. Existing utilities shall be approved for re-use or shall be abandoned per City Engineering Standards. The applicant should confirm whether any utilities remain from the previous demolition of the structure(s) located on the project site. City improvement plan records and/or sewer mainline televising records are available upon request. The demolition plans shows and lists all existing on-site utilities to be removed. All existing utility services within the City ROW will be removed or capped and abandoned in place as part of Phase 2. Otto Electrical is preparing an electrical plan for the PG&E rerouting and other Phase 2 components. PH 1B CIVIL SHEET C-2.3 17 Engineering Division A lot line adjustment or merger shall be processed by a separate Planning application through the Planning Division to remove the underlying property lines. Unless otherwise specifically approved for deferral by the City, all underlying parcels shall be merged prior to building permit issuance. The lot merger application, document and forms have been submitted to the City. Waiting for the City to establish project address. PH 1B/2. 18 Engineering Division Projects involving the construction of new structures generally requires that complete frontage improvements be installed or that existing improvements be upgraded per city standard. MC 12.16.050 This will be addressed in a separate submittal PH 2. 19 Engineering Division New curb, gutter, sidewalk, curb ramps, bulb-outs, street parking, signage, striping, parking meters, street tree plantings, street lighting, demolitions, etc. shall be completed as a condition of the project. Except where standard streetlights are required, the frontage improvements shall include new pedestrian level streetlights per the approved master plan and City Engineering Standards. This will be addressed in a separate submittal PH 2.LC and LP plans 20 Engineering Division The project is located within the Mission Style Sidewalk District of downtown. Unless otherwise directed and approved by the Public Work or Community Development Directors, all new or replaced improvements shall be constructed in the Mission Style per City Engineering Standards. This will be addressed in a separate submittal PH 2.LC plans 21 Engineering Division All proposed street furniture shall conform to City Engineering Standards and Community Design Guidelines. Final furniture placement and aesthetics shall consider need, phasing, pedestrian circulation, line-of-sight, and future maintenance. The proposed furniture and layout shall be approved to the satisfaction of the Public Works and Community Development Directors. This will be addressed in a separate submittal PH 2.LC plans 22 Engineering Division City Engineering standards include a preference for parkways over integral sidewalks where adequate sidewalk width is available and street parking has been removed. The final design for the Nipomo Street frontage shall consider whether parkways or tree plantings in tree wells is preferred. Direction on this item shall be approved to the satisfaction of Public Works and Community Development Directors. This will be addressed in a separate submittal PH 2.LC plans 23 Engineering Division The street tree and landscape planting plan shall consider line of sight for vehicles and pedestrians. Unless approved by the City, new tree plantings along Nipomo should be located near the face of curb per City Engineering Standards. This will be addressed in a separate submittal PH 2.LP plans COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # 24 Engineering Division The improvement plans and building plan submittal shall include all sidewalk dimensions and clearances. Pedestrian clear space shall be shown along Nipomo for the existing street trees to remain within the widened sidewalk. Clearances shall be shown to both the face of curb, interim patio improvements, and to the face of the future office addition. The commercial/residential addition plans may need to show a building or building entry in consideration of the existing trees to provide for minimum pedestrian passage widths. This will be addressed in a separate submittal PH 2.LC and LP plans 25 Engineering Division As recommended by the Planning Commission, the liner building should be used for housing and staff is directed to evaluate the feasibility of moving forward with a public/private partnership to entitle and develop housing on this portion of the site, to be built after construction of the parking structure is completed. This will be addressed in a separate submittal PH 2. 26 Engineering Division The final street width and sidewalk widening along Nipomo may need to be adjusted to accommodate a bulb-out for the driveway approach into the garage and for the pedestrian crossing at Dana. This will be addressed in a separate submittal PH 2. 27 Engineering Division The decorative crosswalks shall conform to the City Engineering Standards in effect or in an approved draft form at the time of construction. Flashers for the uncontrolled crossings shall be approved by the Public Works Department. Unless, solar powered equipment is specifically approved at one or more locations, secondary power shall be provided to activate the flashers. This will be addressed in a separate submittal PH 2.LC plans 28 Engineering Division Any proposed phasing of the public improvements shall be approved by the City. If phased, interim improvements may be required to provide a reasonable transition between adjoining projects. The project will be submitted as two separate permits. Permit/phase one will include site demolition and preparation. Permit/phase two will include the parking strucuture and off site improvement works. The permit and construction of the SLOREP Theatre will be a separate phase and application by others PH 1B/2.CIVIL SHEET C-2.2 29 Engineering Division The required public improvements may be shown with the building permit submittal or could be processed as a separate public improvement plan. The on-site plans and off-site plans shall agree. Unless otherwise approved by the City, the building permit plans shall not be approved or permits issued until the adjoining public improvements are approved. Record plans shall be provided for the work within the public right-of-way at the completion of the project. This will be addressed in a separate submittal PH 2.LC, LI, and LP plans 30 Engineering Division The building plan submittal shall include a complete site, grading, drainage, and utility plan. If proposed grading, drainage, and utilities are to be permitted under a separate submittal, this information shall be shown " for reference only" on the building plan submittal. The plan shall show all existing and proposed underground and overhead utilities for reference. All utility company meters, vaults, equipment, and transformers shall be shown for reference. This will be addressed in a separate submittal PH 2. 31 Engineering Division All new wire utilities shall be underground. Unless otherwise approved by the City, the underground service( s) shall be achieved without use of utility poles within the public right-of-way. Noted and met. The demolition shows and lists all existing on-site utilities to be removed. All existing utility services within the City ROW will be removed or capped and abandoned in place as part of Phase 2. Otto Electrical is preparing an electrical plan for the PG&E rerouting and other Phase 2 components. PH 1B/2 PH 1B: C-2.3 PH 2: C-2.2 32 Engineering Division The required POE service work and their preliminary design memo shall be reviewed and approved by the City and the engineer of record prior to commencing with final designs. The final PGE handout package shall be approved prior to building permit issuance or shall be listed as a deferred submittal item. The plan shall clarify how secondary service will be maintained or re-served to the remaining properties to the east. This will be addressed in a separate submittal PH 1A 33 Engineering Division The demolition plan, topo plan, and/or site electrical plan shall show all existing joint poles, parking lot lighting, light numbers and wattage, POE services, and tele-com services. The plans shall include JP/SL #1561, SL pole #1741/120388413, and JP # 643/110368243. This will be addressed in a separate submittal PH 2. 34 Engineering Division JP # 643 appears to carry secondary power and tele-com to serve the Palm and Monterey properties to the east from their respective rear yards. The lines appear to terminate at JP /SL 1499/120388414 located within City Parking Lot #9. The plans shall clarify how service will be maintained to the existing services. If service can be reserved from JP # 1499 in Parking Lot # 9, existing off-site JP # 643 would become a terminal pole and might be abandoned in favor of a new pole and guy located off the common property line. This will be addressed in a separate submittal PH 1A 35 Engineering Division Handrails for any on-site stairs or ramps shall not encroach into the public right-of-way or public sidewalk area and shall comply with current Americans with Disabilities Act (ADA) code. This will be addressed in a separate submittal PH 2.LC Plans CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.3, Sep 15, 2022 5:16pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 C-9.3 CONDITIONS OF APPROVAL36 Engineering Division The building plan submittal and project drainage report shall show and note compliance with the Drainage Design Manual, Floodplain Management Regulation, and the Post Construction Stormwater Regulations. The stormwater BMP's shall be located outside the public right-of-way unless otherwise specifically approved by the City. The PCR compliance approach and strategy shall consider how the treatment of runoff from the altered or replaced public improvements will be managed. Some stormwater BMP's designed to treat runoff from public streets and sidewalks may be located within the Public right-of-way. EDP has prepared the on-site Phase 1 stormwater mitigation design, plans and stormwater control plan (SWCP). See EDP plans for reference. Roadside biofiltration stormwater mitigation planters are proposed at the Nipomo and Palm Street intersection to treat the replaced impervious areas from the public improvements. See the Phase 2 street improvement plans. PH 2.EDP SHEETS D-1.0 TO D-4.3 37 Engineering Division The building plan submittal shall clarify whether the lower floor of the parking structure and future commercial/ residential structure are located above the base flood elevation BFE). If not, the structure and openings shall be floodproofed and constructed of flood resistant materials. All building service equipment and elevators shall be located outside the mapped flood zone, 1' above the BFE, or floodproofed to 1' above the BFE. This will be addressed in a separate submittal PH 2. 38 Engineering Division The building plan submittal shall include a complete grading and drainage plan. The plan shall evaluate whether there is existing run-on from the neighboring upslope properties. The plans shall clarify the extent of any run-on and shall clarify how the drainage will be collected and conveyed to an approved outlet. A portion of the roof from an adjoining structure with a zero setback appears to discharge onto this site. An analysis of the entire limits of the watershed tributary to the easterly property line will be required. There is no off-site run-on to the site. EDP has prepared the on-site Phase 1 stormwater mitigation design, plans and stormwater control plan (SWCP). See EDP plans for reference. PH 2 EDP SHEETS D-1.0 TO D-4.3 39 Engineering Division The building plan submittal shall include a complete tree summary showing all existing trees, tree diameters, species, and proposed disposition. The plan shall include trees on neighboring properties with tree canopies/root zones that may encroach into the area of construction disturbance. A tree preservation plan shall be provided as part of the building plans to clarify how all trees proposed to remain will be protected during demolition and construction. See Phase 1B sheet C-2.2 Tree Protection Plan.PH 1B PH 1B: C-2.2 40 Engineering Division Street trees are required as a condition of the building permit. The landscape and irrigation plans shall show irrigation improvements and sleeves under the sidewalk to provide irrigation to any parkway plantings and/or tree wells. Street tree species and plantings shall be in accordance with the City Engineering Standards and may include palm trees. This will be addressed in a separate submittal PH 2.LI and LP Plans 41 Transportation Division The proposed uncontrolled crosswalks on Nipomo Street and Monterey Street shall be designed to include features such as flashers, decorative pavement treatment, warning signage, pavement markings, and bulb outs similar to other crosswalks in the downtown area. The specific design treatments at all proposed crosswalks shall be approved by the City Public Works Department in conjunction with review off the public improvement plans. This will be addressed in a separate submittal PH 2.LC Plans 42 Transportation Division Design of proposed bulb outs, driveways and other intersection geometric modifications shall include vehicle turning path analysis using appropriate design vehicles as identified in the City's Engineering Standards to the satisfaction of the Public Works Director. Designs shall consider placement of street trees, landscaping and other vertical features near intersections, driveways and pedestrian crossings in order to maintain adequate sight distance per City Engineering Standards . This will be addressed in a separate submittal PH 2.LC and LP Plans 43 Transportation Division Sidewalk landscaping, street furniture and/or other elements shall be designed to discourage pedestrian crossings of Nipomo Street at the northeast comer of the Nipomo Street/Monterey Street intersection, the southwest comer of the Nipomo Street/Dana Street intersection, and the southeast comer of the Nipomo Street/Palm Street intersection. This will be addressed in a separate submittal PH 2.LC and LP plans 44 Transportation Division Frontage improvements shall include installation of standard streetlights and downtown pedestrian lighting per City Standards to the satisfaction of the Public Works Director. This will be addressed in a separate submittal PH 2.LC Plans 45 Transportation Division Consistent with Mitigation Measure T-1 per the project's Final EIR, prior to issuance of each building permit, the construction contractor( s) shall develop a construction management plan for review and approval of the Community Development and Public Works Departments to identify traffic management strategies to address traffic congestion, construction staging/ traffic control, parking demand and other transportation concerns related to project construction activities. A construction management plan will be submitted for review by the appointed contracting team Post Bid Stage 46 Transportation Division Where frontage improvements are proposed, sidewalks shall have a minimum of eight (8) feet clear width, unless otherwise approved by the Public Works Director. This will be addressed in a separate submittal PH 2.LC Plans 47 Transportation Division Consistent with Mitigation Measure T-3 per the project's Final EIR, the public improvement plans shall incorporate improvements to the Dana Street/Nipomo and Monterey Street/Nipomo Street intersections to enhance pedestrian safety and accessibility. At a minimum, the public improvements shall include the following elements to the satisfaction of the Public Works Director: This will be addressed in a separate submittal PH 2. 47 a Transportation Division High-visibility crosswalk markings or other intersection enhancements , with directional curb ramps across Nipomo Street from the northwest comer of Dana Street/ Nipomo Street to the southwest comer of the parking structure. This will be addressed in a separate submittal PH 2.LC Plans 47 b Transportation Division High-visibility crosswalk markings or other intersection enhancements, with directional curb ramps across Nipomo Street from the southeast comer of Monterey Street/Nipomo Street across Nipomo Street. This will be addressed in a separate submittal PH 2.LC Plans 47 c Transportation Division Standard crosswalks or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street. This will be addressed in a separate submittal PH 2.LC Plans 47 d Transportation Division Reduce comer curb radii on the southwest comer of Dana Street/ Nipomo Street and the northeast comer of Monterey Street/ Nipomo Street. This will be addressed in a separate submittal PH 2. 48 Transportation Division Final designs for the Palm Street access driveway to the parking structure shall be refined to provide acceptable visibility sight triangles for both vehicular traffic on Palm Street and pedestrians crossing the driveway. This will be addressed in a separate submittal PH 2.LC and LP Plans 49 Utilities The proposed utility infrastructure shall comply with the latest engineering design standards effective at the time the building permit is obtained and shall have reasonable alignments needed for maintenance of public infrastructure. This will be addressed in a separate submittal PH 2. 50 Utilities The project shall construct a new sewer lateral and water services for the proposed use. This will be addressed in a separate submittal PH 2. 51 Utilities Revisions to the existing sewer and water infrastructure, that may result from the proposed land use modifications, shall be completed to the satisfaction of the Utilities Director to minimize impacts to operations and maintenance of the services. This will be addressed in a separate submittal PH 2. 52 Utilities Underground dewatering systems for basements shall discharge to an on-site retention system or shall obtain an environmental compliance permit prior to issuance of an occupancy permit. This will be addressed in a separate submittal PH 2. 53 Utilities Final grades and alignments offal public and/or private water, and sewer services shall be approved to the satisfaction of the Utilities Department. The final location, configuration, and sizing of on-site service laterals and meters shall be approved by the Utilities Director in conjunction with the review of the building plans, fire sprinkler plans, and/or public improvement plans. This will be addressed in a separate submittal PH 2. 54 Utilities Projects generating more than two cubic yards of total waste shall comply with AB 1826, and local waste management ordinance to reduce greenhouse gas emissions. Trash enclosure(s) shall conform the requirements by the San Luis Garbage Company and refuse bins shall be sized to provide a reasonable level of service. Separate refuse bins shall be accommodated within the site for waste, recycling, and organics. This will be addressed in a separate submittal PH 2. 55 Utilities Tree wells shall maintain a 10-foot clearance to the existing sewer and water mains. New curbs along the frontage improvements shall maintain a 2-foot clearance between the lip of gutter and the existing sewer or water mains. This will be addressed in a separate submittal PH 2.LP Plans 56 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The applicant shall defend, indemnify, and hold harmless the City and/or its agents, officers, and employees from any claim, action, or proceeding against the City and/or its agents, officers, or employees to attack, set aside, void, or annul the approval by the City of this project, and all actions relating thereto, including but not limited to environmental review (" Indemnified Claims"). The City shall promptly notify the applicant of any Indemnified Claim upon being presented with the Indemnified Claim, and City shall fully cooperate in the defense against an Indemnified Claim. This will be addressed in a separate submittal by SLO Rep Theatre N/A 57 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Final project design and construction drawings submitted for a building permit shall be in substantial compliance with the project description and plans approved by the City Council. A separate, full-size sheet shall be included in working drawings submitted for a building permit that lists all conditions of project approvals listed and mitigation measures in the MMRP as sheet number 2. Furthermore, as identified in the EIR, environmentally mitigating project features shall be included in the final project design. This will be addressed in a separate submittal by SLO Rep Theatre N/A 58 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Reference shall be made in the margin oflisted items as to where in plans requirements are addressed. Any change to approved design, colors, materials, landscaping, or other conditions of approval must be approved by the Director or Architectural Review Commission, as deemed appropriate. This will be addressed in a separate submittal by SLO Rep Theatre N/A 59 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The design ofthe proposed SLO Rep Theatre shall be consistent with the proposed fa~ade redesign included in the plans submitted as part of the Planning Commission staff report dated October 23, 2019. The building permit submittal shall accurately show the location ofall the terra cotta tiles and which colors will be located where. This will be addressed in a separate submittal by SLO Rep Theatre N/A 60 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Plans submitted for a building permit shall call out the colors and materials ofall proposed building surfaces and other improvements. This will be addressed in a separate submittal by SLO Rep Theatre N/A COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.4, Sep 15, 2022 5:17pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 C-9.4 CONDITIONS OF APPROVAL61 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The locations of all exterior lighting, including bollard style landscaping or path/parking lighting, shall be included in plans submitted for a building permit. All wall-mounted lighting fixtures shall be clearly called out on building elevations included as part of working drawings. All wall-mounted lighting shall complement building architecture, subject to the approval ofthe Community Development Director. The lighting schedule for the building shall include a graphic representation ofthe proposed lighting fixtures and cut sheets on the submitted building plans. The selected fixture( s) shall be shielded to ensure that light is directed downward consistent with the requirements of the City's Night Sky Preservation standards contained in Chapter 17 .23 ofthe 2015 Zoning Regulations. This will be addressed in a separate submittal by SLO Rep Theatre N/A 62 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Plans submitted for a building permit shall clearly state the type/model of bicycle racks proposed, location and dimensions of all 13 short and long-term bicycle parking spaces. All long-term bicycle parking spaces shall be located within the building. Sufficient detail shall be provided about the placement and design ofbike racks to demonstrate compliance with relevant Engineering Standards and Community Design Guidelines, to the satisfaction ofthe Public Works and Community Development Directors. This will be addressed in a separate submittal by SLO Rep Theatre N/A 63 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Plans submitted for a building permit shall include window details indicating the type of materials for the window frames and mullions, their dimensions, and colors. Plans shall include the materials and dimensions of all lintels, sills, surrounds recesses and other related window features. Plans shall demonstrate the use of high-quality materials for the windows that reflect the architectural style of the project and are compatible with the neighborhood character, to the approval ofthe Community Development Director. This will be addressed in a separate submittal by SLO Rep Theatre N/A 64 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Mechanical and electrical equipment shall be located internally. With submittal ofworking drawings, the applicant shall include sectional views of the building, which clearly show the sizes of any proposed condensers and other mechanical equipment. Ifany condensers or other mechanical equipment is to be placed on the roof, plans submitted for a building permit shall confirm that parapets and other roof features will adequately screen them. A line-of-sight diagram may be required to confirm that proposed screening will be adequate. This condition applies to initial construction and later improvements. This will be addressed in a separate submittal by SLO Rep Theatre N/A 65 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The location of any required backflow preventer and double-check assembly shall be shown on all site plans submitted for a building permit, including the landscaping plan. Construction plans shall also include a scaled diagram ofthe equipment proposed. Where possible, as determined by the Utilities Director, equipment shall be located inside the building within 20 feet ofthe front property line. Where this is not possible, as determined by the Utilities Director, the back-flow preventer and double-check assembly shall be located in the street yard and screened using a combination ofpaint color, landscaping and, ifdeemed appropriate by the Community Development Director, a low wall. The size and configuration of such equipment shall be subject to review and approval by the Utilities and Community Development Directors. This will be addressed in a separate submittal by SLO Rep Theatre N/A 66 SLO Rep Theatre Architectural Design Planning Division - Community Development Department A final landscaping plan, including irrigation details and plans, shall be submitted to the Community Development Department along with working drawings. The legend for the landscaping plan shall include the sizes and species of all groundcovers, shrubs, and trees with corresponding symbols for each plant material showing their specific locations on plans. Street trees species shall comply with City standards and may include palm trees. This will be addressed in a separate submittal by SLO Rep Theatre N/A 67 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The applicant shall pay parking in-lieu fees for 67 parking spaces prior to building permit issuance unless another agreement is supported by the City to the satisfaction of the Community Development and Public Works Directors. This will be addressed in a separate submittal by SLO Rep Theatre N/A 68 Engineering Division - Public Works/ Community Development Department The Parking Structure shall conform to the overall proposed campus designs and approvals for the Palm Nipomo Parking Structure Project and any subsequent agreements between the SLO Rep Theatre and the City. The project shall also conform to previously approved bulb-out and crossing designs for the Monterey Place project located at 667 Monterey. This will be addressed in a separate submittal by SLO Rep Theatre N/A 69 Engineering Division - Public Works/ Community Development Department The project address should be established prior to building permit application ifpossible. Otherwise, the address will be established during permit review and prior to permit issuance. This will be addressed in a separate submittal by SLO Rep Theatre N/A 70 Engineering Division - Public Works/ Community Development Department A separate demolition plan and permits are required for the structures located on the project site. The plan shall include an inventory of all improvements located on the City parcel and within the public right-of-way. Any historic materials shall be noted and shall include a matrix ofthe proposed disposition. Unless otherwise proposed or required to be re-used within the project, the historic granite curbing, walls, and stairs located on the project site shall be preserved and delivered to an approved location to the satisfaction ofthe City. This will be addressed in a separate submittal by SLO Rep Theatre N/A 71 Engineering Division - Public Works/ Community Development Department The demolition plans shall show the location ofall existing utilities. Existing utilities shall be approved for re-use or shall be abandoned per City Engineering Standards. The applicant should confirm whether any utilities remain from the previous demolition ofthe structure( s) located on the project site. City improvement plan records and/or sewer mainline televising records are available upon request. This will be addressed in a separate submittal by SLO Rep Theatre N/A 72 Engineering Division - Public Works/ Community Development Department Projects involving the construction of new structures generally requires that complete frontage improvements be installed or that existing improvements be upgraded per city standard. MC 12.16.050 This will be addressed in a separate submittal by SLO Rep Theatre N/A 73 Engineering Division - Public Works/ Community Development Department New curb, gutter, sidewalk, curb ramps, bulb-outs, street parking, signage, striping, parking meters, street tree plantings, street lighting, demolitions, etc. shall be completed as a condition of the project. Except where standard streetlights are required, the frontage improvements shall include new pedestrian level streetlights per the approved master plan and City Engineering Standards. This will be addressed in a separate submittal by SLO Rep Theatre N/A 74 Engineering Division - Public Works/ Community Development Department The project is located within the Mission Style Sidewalk District of downtown. Unless directed otherwise and approved by Public Works or Community Development Directors, all new or replaced improvements shall be constructed in the Mission Style per City Engineering Standards. This will be addressed in a separate submittal by SLO Rep Theatre N/A 75 Engineering Division - Public Works/ Community Development Department Any proposed phasing ofthe public improvements shall be approved by the City. Ifphased, interim improvements may be required to provide a reasonable transition between adjoining projects. This will be addressed in a separate submittal by SLO Rep Theatre N/A 76 Engineering Division - Public Works/ Community Development Department The required public improvements may be shown with the building permit submittal or could be processed as a separate public improvement plan. The on-site plans and off-site plans shall agree. Unless otherwise approved by the City, the building permit plans shall not be approved or permits issued until the adjoining public improvements are approved. This will be addressed in a separate submittal by SLO Rep Theatre N/A 77 Engineering Division - Public Works/ Community Development Department The building plan submittal shall include a complete site, grading, drainage, and utility plan. If proposed grading, drainage, and utilities are to be permitted under a separate submittal, this information shall be shown " for reference only" on the building plan submittal. The plan shall show all existing and proposed underground and overhead utilities for reference. All utility company meters, vaults, equipment, and transformers shall be shown for reference. This will be addressed in a separate submittal by SLO Rep Theatre N/A 78 Engineering Division - Public Works/ Community Development Department All new wire utilities shall be underground. Unless otherwise approved by the City, the underground service( s) shall be achieved without a net increase ofutility poles within the public right-of-way. This will be addressed in a separate submittal by SLO Rep Theatre N/A 79 Engineering Division - Public Works/ Community Development Department The required PGE service work and their preliminary design memo shall be reviewed and approved by the City and the engineer of record prior to commencing with final designs. The final PGE handout package shall be approved prior to building permit issuance or shall be listed as a deferred submittal item. The plan shall clarify how secondary service will be maintained or re-served to the remaining properties to the east. This will be addressed in a separate submittal by SLO Rep Theatre N/A 80 Engineering Division - Public Works/ Community Development Department Handrails for any on-site stairs or ramps shall not encroach into the public right-of-way or public sidewalk area and shall comply with current Americans with Disabilities Act (ADA) code. This will be addressed in a separate submittal by SLO Rep Theatre N/A COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.5, Sep 15, 2022 5:18pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 C-9.5 CONDITIONS OF APPROVAL81 Engineering Division - Public Works/ Community Development Department The building plan submittal and project drainage report shall show and note compliance with the Drainage Design Manual, Floodplain Management Regulation, and the Post Construction Stormwater Regulations. The stormwater BMP's shall be located outside the public right-of-way unless otherwise specifically approved by the City. The PCR compliance approach and strategy shall consider how the treatment of runoff from the altered or replaced public improvements will be managed. Some stormwater BMP's designed to treat runoff from public streets and sidewalks may be located within the Public right-of-way. This will be addressed in a separate submittal by SLO Rep Theatre N/A 82 Engineering Division - Public Works/ Community Development Department The building plan submittal shall clarify that the access into the lower floor and basement exit systems are located above the base flood elevation ( BFE). Unless otherwise approved by the City, a one-foot freeboard should be provided above the BFE. All building service equipment shall be located outside or above the BFE. This will be addressed in a separate submittal by SLO Rep Theatre N/A 83 Engineering Division - Public Works/ Community Development Department The building plan submittal shall include a complete grading and drainage plan. The plan shall evaluate whether there is existing run-on from the neighboring upslope properties. The plans shall clarify the extent of any run-on and shall clarify how the drainage will be collected and conveyed to an approved outlet. A portion of the roof from an adjoining structure with a zero setback appears to discharge onto this site. An analysis of the entire limits ofthe watershed tributary to the easterly property line will be required. This will be addressed in a separate submittal by SLO Rep Theatre N/A 84 Engineering Division - Public Works/ Community Development Department The building plan submittal shall include a complete tree summary showing all existing trees, tree diameters, species, and proposed disposition. The plan shall include trees on neighboring properties with tree canopies/root zones that may encroach into the area of construction disturbance. A tree preservation plan shall be provided to clarify how all trees proposed to remain will be protected during demolition and construction. This will be addressed in a separate submittal by SLO Rep Theatre N/A 85 Engineering Division - Public Works/ Community Development Department Street trees are required as a condition ofthe building permit. The landscape and irrigation plans shall show irrigation improvements and sleeves under the sidewalk to provide irrigation to any parkway plantings and/or tree wells. Street tree species and plantings shall be in accordance with the City Engineering Standards and may include palm trees. This will be addressed in a separate submittal by SLO Rep Theatre N/A 86 Engineering Division - Public Works/ Community Development Department Pursuant to Chapter 4.56 of the City of San Luis Municipal Code, the project shall be responsible for paying applicable transportation impact fees prior to issuance of building permits. This will be addressed in a separate submittal by SLO Rep Theatre N/A 87 Engineering Division - Public Works/ Community Development Department Per Mitigation Measure T-1 of the Palm/Nipomo Parking Structure Project EIR, a Construction Management Plan shall be submitted for review and approval by the Public Works and Community Development Departments. Prior to issuance of building permits and encroachment permits for the proposed theater project, a Construction Management Plan must be approved by the Public Works and Community Development Departments -either as a combined plan for the parking structure and theater project or as a stand-aloneplan for the theater project only. This will be addressed in a separate submittal by SLO Rep Theatre N/A 88 Utilities Department The proposed utility infrastructure shall comply with the latest engineering design standards effective at the time the building permit is obtained and shall have reasonable alignments needed for maintenance ofpublic infrastructure. This will be addressed in a separate submittal by SLO Rep Theatre N/A 89 Utilities Department The project must construct a new sewer lateral and water services for the proposed use. This will be addressed in a separate submittal by SLO Rep Theatre N/A 90 Utilities Department MAWA and ETWU calculations shall be provided for the proposed landscape plan per the following formula: http://www. slocity .org/ government/ department-directory This will be addressed in a separate submittal by SLO Rep Theatre N/A 91 Utilities Department Projects generating more than two cubic yards oftotal waste shall comply with AB 1826, and local waste management ordinance to reduce greenhouse gas emissions. Trash enclosure(s) shall conform the requirements by the San Luis Garbage Company and refuse bins shall be sized to provide a reasonable level of service. Separate refuse bins shall be accommodated within the site for waste, recycling, and organics . This will be addressed in a separate submittal by SLO Rep Theatre N/A 92 Utilities Department Applicant will need to obtain in writing that the proposed enclosures and collection method meets the San Luis Garbage Company (SLG) requirements. SLG can be contacted at (805) 543-0875. The proposed plans show large waste containers at the bottom of the access ramp near the north boundary ofthe project, which will be difficult to access. Please consult with SLG to review the access and ensure the large bins will not create a safety hazard. All three waste streams need to be included in the proposed trash enclosure per Section 2.1.1-D ofthe Uniform Design Criteria. This will be addressed in a separate submittal by SLO Rep Theatre N/A 93 Utilities Department Driveways and access routes to the trash enclosure shall be designed to accommodate the size and weight of the garbage trucks; a written confirmation from the San Luis Garbage Company shall be included in the building permit plans for the proposed project. The trash enclosure area shall have a maximum slope oftwo percent in a way that waste services will not interfere with vehicular or pedestrian traffic. This will be addressed in a separate submittal by SLO Rep Theatre N/A 94 Utilities Department Tree wells shall maintain a 10-foot clearance to the existing sewer and water mains. New curbs along the frontage improvements shall maintain a 2-foot clearance between the new lip ofgutter and the outside edge ofexisting sewer or water mains . This will be addressed in a separate submittal by SLO Rep Theatre N/A 95 Utilities Department Underground dewatering systems for basements shall discharge to an on-site retention system or shall obtain an environmental compliance permit prior to issuance of an occupancy permit. This will be addressed in a separate submittal by SLO Rep Theatre N/A 96 Use Permit The proposed parking structure shall operate in substantial compliance with the project description approved by the City Council. This will be addressed in a separate submittal PH 2. 97 SLO Rep Theatre Use Permit The applicant shall defend, indemnify, and hold harmless the City and/or its agents, officers, and employees from any claim, action, or proceeding against the City and/ or its agents, officers, or employees to attack, set aside, void, or annul the approval by the City of this project, and all actions relating thereto, including but not limited to environmental review (" Indemnified Claims"). The City shall promptly notify the applicant of any Indemnified Claim upon being presented with the Indemnified Claim, and City shall fully cooperate in the defense against an Indemnified Claim. This will be addressed in a separate submittal by SLO Rep Theatre N/A 98 SLO Rep Theatre Use Permit The proposed SLO Rep theatre shall operate in substantial compliance with the project description approved by the City Council. This will be addressed in a separate submittal by SLO Rep Theatre N/A COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TABLE OF CONTENTS 09-16-2022 TABLE OF CONTENTS This Table of Contents is based on the Construction Specifications Institute Master List of Numbers and Titles for the Construction Industry, 2018 Edition. Omissions from sequential numbering of Sections is intentional. The organization of the Specifications into Divisions and Sections is not intended to control the Contractor in dividing the Work among subcontractors or in establishing the extent of Work to be performed by any trade. DIVISION 01 – GENERAL REQUIREMENTS 01 1000 Summary 01 2513 Substitution Procedures 01 3100 Project Management and Coordination 01 3200 Construction Progress Documentation 01 3300 Submittal Procedures 01 5000 Temporary Facilities and Controls 01 5713 Temporary Erosion and Sediment Control 01 6000 Product Requirements 01 7000 Execution and Closeout Requirements 01 7135 Restoration of Improvements 01 7410 Cleaning 01 7419 Construction Waste Management and Disposal DIVISION 02 – EXISTING CONDITIONS 02 4100 Demolition 02 4119 Selective Demolition DIVISION 31 - EARTHWORK 31 1000 Site Clearing 31 2300 Temporary BMPs and Erosion Control 31 2301 SWPPP PHASE 1B – 2 MITIGATION AND MONITORING PLAN SUMMARY 011000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 011000 SUMMARY PART 1 - GENERAL 1.01 SUMMARY A. Work Includes: The Work required to be performed by the Contractor comprises of the Site Preparation for the City of San Luis Obispo Cultural Arts District Parking Structure (CADPS) in conformity with plans and specifications hereinafter identified; including furnishing all material, labor, plant, tools, equipment, and services necessary for and incidental to complete the project as described below and in accordance with the plans and specifications comprising the construction documents. B. Description: The Project is comprised of a five-level parking structure with 403 parking stalls to be located on the western corner of the block bounded by Palm Street, Nipomo Street and Monterey Street. The parking structure will be naturally ventilated and designed to meet the openness requirements in the building code. The structural system is cast-in-place post tensioned concrete. The historic adobe structure located on the parcel is not included in the scope of work. Liner building, theater, and street improvement by Others. C. Location: The site of the Work is at San Luis Obispo, California. D. Work Not Included: Except for such auxiliary work as is shown or specified or is necessary as a part of the construction, the following work is NOT included in this Contract. 1. Any work shown but marked "Not in Contract" (NIC). 2. Any work shown but marked "Existing" (E) or "Existing to Remain". 3. Any work shown but marked "By Owner", or otherwise designated to be done by others. 1.2 CONTRACT SUMMARY A. Contract Method: Construct the Work under a single lump-sum contract, as established by the Agreement. B. Contractor shall be responsible for planning and development of schedules and related reports in accordance with Section 013200 of the specifications. 1.3 APPLICATION OF CONTRACT DOCUMENTS A. The provisions of the General Conditions of the Contract, Supplementary Conditions, and Division 1 - General Requirements of the Specifications apply to the work specified in each Section of the Specifications. SUMMARY 011000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo B. The Contractor is hereby specifically directed to notify and apprise all subcontractors and other parties engaged in the Work as to the contents of the General Conditions, Supplementary Conditions and Division 1 - General Requirements. C. No contractual adjustment shall be due or become exigent as a result of failure to fully understand the General Conditions, Supplementary Conditions, and Division 1 - General Requirements. D. Specifications: The specifications are those sections within Divisions 1 through 31, bound herewith and enumerated in the Table of Contents. E. Geotechnical Report: The Geotechnical investigation entitled “Geotechnical Engineering Report Palm-Nipomo Street Parking Structure and Repertory Theatre, Palm Street and Nipomo Street, San Luis Obispo, California”, by Earth Pacific System, and dated December 13, 2019 (revised January 7, 2020), is NOT a part of these Specifications. The report is intended to be a design recommendation and is made available to bidders for information only. A copy of the geotechnical report will be made available upon request. 1. Consult the geotechnical report for conditions regarding ground water. Contractor shall be responsible for all costs incurred as a result of encountering underground water including but not limited to, pumping, shoring and drain rock. 1.4 APPLICABLE CODES A. Refer to Sheet C-1.1. B. Application of the Codes: 1. Whenever there is a conflict between general and specific requirements in the code, the specific requirements shall be followed. 2. Where differences exist between codes affecting this work, the code affording the greatest protection shall govern. 3. Where codes other than those listed in this Section are referred to in the different sections of the Specifications, it is understood that they apply as fully as if cited here. 4. If Contractor observes that the Contract Documents are at variance with the codes, notify the Architect/Engineer, in writing, at once. 1.5 WORK SCHEDULING A. Working Hours: Contractor shall perform the Work of this Contract on normal work days and within normal work hours (7:00 am to 4:00 pm) per Section 5-1.01 of City Specifications. B. Interruption of Services: Contractor shall make provisions to accomplish the Work of this Contract without undue interference with existing operations conducted on the general site. Interruptions to any services for the purpose of making or breaking a connection shall be made only after consultation with the Owner a minimum of one week in advance of any connection break, and shall be at such time and of such duration as may be directed. SUMMARY 011000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo C. Refer to Section 013200 for construction progress documentation requirements. D. Sequence of Construction Operations: Before starting construction operations, Contractor shall confer with the Owner to arrange the sequence of construction operations. 1.6 WORK RESTRICTIONS A. Examination of Site: Contractor and subcontractors shall visit the site prior to bidding and prosecution of the Work, and shall familiarize themselves with existing conditions and be prepared to carry out the Work within existing limitations. B. Property: Operations shall be confined to designated property to greatest possible extent, and shall not encroach on areas other than those designated or approved for such use by the Owner and other authorities having legal jurisdiction. 1. Ascertain, observe, and comply with rules and regulations in effect for Owner’ facilities, including, but not restricted to, parking and traffic regulations, security restrictions, hours of allowable access to the site, construction traffic on main arteries, occupied buildings, and the like. 2. All existing buildings, slabs, walks, paving, landscaping, utilities and other improvements damaged or defaced by the Contractor shall be repaired, replaced to the satisfaction of the Owner at the Contractor's expense. C. Site Access: Contractor, all subcontractors, their employees, suppliers and delivery men shall enter and exit property via designated entrances. Confine access to the site to city streets and right-of-ways designated for public use. D. Use of Premises: Limit use of premises for Work and construction operations. 1. Coordinate use of premises and access to site under direction of the Owner. 2. Confine limits of work areas to minimum size required to properly perform Work while allowing safe passage and access by the users. 3. Do not block or interfere with entrances, exits, public or private roads, fire lanes, turnarounds, sidewalks, and driveways. E. Excavations or Trenching for Underground Utilities: 1. Time intervals between excavation or trenching and installation of conduit or piping or other work concerned, and backfilling operations shall be kept to absolute minimum. 2. Excavations or trenching crossing roadways, walks, or other traffic ways shall be provided with suitable traffic-bearing steel plates or wood planking temporary covers. 3. Refer to Mitigation and Monitoring Plan for excavation requirements. F. Utility Permits, Licenses, and Fees: Make all arrangements for, obtain all permits and licenses thereof, pay all connection charges and excess length charges and all other fees for extension and connection of utility services to the Work of this Project. Such costs and charges shall be paid for each utility service applicable to this Project. Furnish satisfactory evidence of such payments to the Owner prior to final acceptance of the Work. SUMMARY 011000 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo G. Noise: Jackhammering, major noisy motors, cutting, drilling, and fastening equipment must be operated with as little disturbance as possible to the occupants of the adjacent buildings. Contractor shall comply with the all applicable noise ordinances. H. Site Conditions and Requirements: 1. Keep drainage facilities, walks, and paved areas reasonably clean and free of mud and dirt, obstacles, etc. so that normal drainage and pedestrian and vehicular travel may be maintained. Contractor is responsible for upkeep of the grounds inside the project fencing. 2. Existing features not specified to be altered by Work of this Contract shall be protected from damage. Any such features damaged shall be repaired or replaced to a condition equal to that existing before starting Work of the Contract. 1.7 PROTECTION OF EXISTING STRUCTURES AND UTILITIES A. All damage to existing improvements which is caused by the Contractor's operations shall be repaired to restore damaged items to their original condition. Cost of such repair shall be borne entirely by the Contractor. B. The Drawings indicate existing structures, drainage lines, water, gas, electrical and other similar items and utilities which are known to the Architect/Engineer. C. The Contractor shall locate known existing installations before proceeding with operations which may damage same, shall maintain them in service where appropriate and repair any damage to them caused by the Work at no increase in Contract price. D. Additional utilities whose locations are unknown to the Architect/Engineer and Owner may exist. The Contractor shall be alert to their existence. If encountered, immediately report to the Owner for disposition of same. E. In addition to reporting if a utility is damaged, the Contractor shall take appropriate action as provided for Work changes in the General Conditions. F. Additional compensation or extension of time on account of utilities not shown or not otherwise brought to the Contractor's attention including reasonable action taken to protect, repair damage to same, etc., shall be determined as provided in the General Conditions for changes in the Work. G. The Contractor shall be in receipt of accepted plans prior to beginning construction work within the street right of way. H. The Contractor shall be responsible for contacting the Owner and all utility agencies as to the location of all underground and overhead facilities within the areas of construction. I. The Contractor is responsible for determining exact location for all existing utilities and for the protection of and repair of any damage to them. Contact Underground Service Alert (800) 642- 2444, www.usanorth811.org, at least 48 hours before work is to begin. SUMMARY 011000 - 5 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1.8 INTERRUPTION OF BUILDING SERVICES A. Utility Interruptions: Utilities shall not be interrupted except with approval of Owner. One week advance written notice is required prior to all interruptions. Interruptions shall be scheduled so as to minimize duration and disruption to existing operation. B. Prior to any Contractor-initiated service shutdown or cutovers, contact one of the following as appropriate: 1. City for City-owned utility services; 2. Utility and service companies for utilities and services not owned by the City. 3. Owner for any utilities associated with their operation or the operation of adjacent property owners. PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION – NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 1 09-16-2022 SECTION 012513 PRODUCT SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for substitutions. 1.3 DEFINITIONS A. “Basis-of-Design” where specified these Specifications shall be interpreted to require the named Basis-of-Design product or acceptable comparable product where additional manufacturers are listed. If no other manufacturers are listed, the Specification shall be interpreted to mean ‘no known equal’. B. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. C. "Materials" are products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. D. "Named Products" are items identified by manufacturer's product name, including make or model designation indicated in the manufacturer's product literature. E. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. F. “Substitutions”: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. G. Descriptive Specification Requirements: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that provides the characteristics and otherwise complies with requirements. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 2 09-16-2022 1.4 REQUIREMENTS AND CONDITIONS A. Contractor is presumed to have bid products, materials, equipment, and methods meeting specified requirements. Substitutions must appear and function as intended and be approved as specified in this Section. B. Proposals for substitution must include full and complete data and necessary information required to evaluate the proposal. Proposals must include any cost and or time modifications at the time of proposal. Subsequent claim for cost and or time will not be considered. 1. Where such substitutions are proposed by Contractor and are accepted by the Owner, Contractor shall assume costs required to make necessary revisions and modifications including additional costs to the Owner for evaluations of modifications of the project design submitted by Contractor to the Owner. C. Contractor is responsible for any changes to the Work caused by acceptance of substitutions. Acceptance of substitutions does not relieve Contractor from responsibility for compliance with the requirements of the Contract Documents. D. Where products, materials, equipment, and or method is specified and designated as "Basis- of-Design", Contractor is responsible for any required changes to the Work where the second or subsequently designated item is incorporated. E. Unless otherwise noted or specified, catalog description designated by the specified manufacturer's catalog number constitutes requirements for specified item. Such numbers and associated description and requirements establish standards of design and quality for materials, construction, and workmanship. Equivalent items may be used provided they comply with the requirements specified and found to be equal in the opinion of the Architect/Engineer. F. The Architect/Engineer may use for comparison all characteristics of specified items as they appear in manufacturer's published data even though they may not have been particularly mentioned in the Specifications. The Architect/Engineer may request, at the Contractor's expense, additional data, field tests, or physical presentation as may be required. G. Substitute items shall not be ordered and or used without written acceptance of the Owner. H. Contractor will be required to provide specified item if substitution is not accepted. I. Failure of the Contractor to submit proposed substitutions for acceptance in the manner described and within the time prescribed shall be sufficient cause for rejection by the Owner of the proposed substitutions. J. The Contractor shall be responsible at its own expense for any changes resulting from its proposed substitutions that affect other parts of its own work or the work of other Contractors. K. Where proposed substitutions are not acceptable to the Owner and the originally specified item is not available through no fault of the Contractor, the Architect/Engineer will select an GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 3 09-16-2022 alternate. When such selection results in a cost and or time modification, contract will be adjusted in accordance with the General Conditions and Supplementary Conditions. L. The Owner reserves the right to revoke acceptance if items are not justifiably equal to those originally specified. Rejected items shall be replaced with the specified item at the Contractor's expense. 1.5 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 business days prior to time required for preparation and review of related submittals. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule. d. Requested substitution has received necessary approvals of authorities having jurisdiction. e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Not allowed unless otherwise indicated. 1.6 ACTION SUBMITTALS A. Submit list of proposed substitutions in accordance with the requirements in the General Conditions, Supplementary Conditions and this Section. Tabulate list by specification section number and name. B. Substitutions will only be considered during bidding until the contract is signed. Exceptions to this requirement include discontinuation of a product and products that do not meet code requirements. C. Submit each specific request for substitution in ample time so as not to delay the execution of the Work or impede proper sequence of construction. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 4 09-16-2022 D. Where the terms ‘or equal’, ‘or accepted equal’, or ‘or accepted equivalent’ are used in the specifications, this shall be interpreted as a requirement to request a substitution subject to the provisions of this Section and are used to establish the standards of quality, utility, and appearance required. Substitutions that are equal in quality, utility, and appearance to those specified will be approved, subject to the provisions of this Section. E. The first listed manufacturer is to be considered the ‘Basis-of-Design’ whether stated or not. Any additional manufacturers are to be considered substitutions, subject to the procedures and provisions of this Section. F. Requests for substitutions, submitted to the Architect by the Contractor after commencement of construction, will be reviewed at the Architect's standard hourly rate. The time required to review the substitution request and any subsequent changes to the drawings shall be charged to the Contractor. G. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Limit each request to one proposed substitution. 2. Consecutively number each submittal and identify as to Contract Drawing number(s), Specification Section and other applicable identification. 3. Requests for substitutions will only be considered if the Contractor supports the proposal with sufficient information to permit the Architect/Engineer to make a fair, equitable, and informed judgment. Sufficient data, drawings, samples, literature, and other detailed information shall be supplied that will demonstrate to the Architect/Engineer that the proposed substitute is equal in quality, utility, and appearance to the material specified. H. Documentation: Show compliance with complete data substantiating compliance with the Contract Documents and the following, as applicable: 1. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. 2. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution. 3. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. 4. Product Data, including drawings and descriptions of products and fabrication and installation procedures. Include the following: a. Full product line catalog. b. Pertinent sales and technical literature. c. Name of local representative. d. List of references. Include names and phone numbers of contact persons. e. Specifications. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 5 09-16-2022 f. Test data and certificates. g. Color charts. h. Samples. i. Additional information as requested by the Architect/Engineer. 5. Samples, where applicable or requested. a. If tests for the determination of quality and utility are required by the Architect, they shall be made at the expense of the Contractor by a testing laboratory, with acceptance of the test procedure first given by the Architect. 6. Certificates and qualification data, where applicable or requested. 7. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. 8. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. 9. Research reports evidencing compliance with building code in effect for Project, from ICC-ES where applicable. 10. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. a. List of other trades, if any, which will be affected by the substitution. 11. Cost information, including a proposal of change, if any, in the Contract Sum. a. Where required, itemize comparison of proposed substitution with specified item and list variations or differences. b. If the proposed substitution requires that portions of the Project be redesigned or construction be removed in order to accommodate the substituted item, submit design and engineering calculations prepared by a California licensed design professional. The Contractor shall bear all costs resulting from the substitution. 12. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. 13. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. I. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 5 business days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 business days of receipt of request, or 7 business days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 6 09-16-2022 J. If more than two submissions of data are required, the cost of reviewing these additional submissions shall be charged directly against the Contractor; the Owner will withhold the funds necessary to cover these costs. K. Substitutions will not be considered when: 1. They are indicated or implied on shop drawing or product data submittals without formal request for substitution from the Contractor. 2. They are requested by anyone other than the Contractor. 3. They require substantial revision to the Contract Documents. 1.7 QUALITY ASSURANCE A. The Contractor's submittal and Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. 1.8 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. B. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. C. Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for "substitutions." The following are not considered substitutions: 1. Revisions to Contract Documents requested by the Owner or Architect. 2. Specified options of products and construction methods included in Contract Documents. 3. Compliance with governing regulations and orders issued by governing authorities. 1.9 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming one or More Manufacturers with a Provision for Substitutions: Submit a request for substitution, during Bidding only, for any manufacturer not named. 1.10 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 7 09-16-2022 1.11 CONTRACTOR'S REPRESENTATION A. Requests for substitution constitute a representation that the Contractor: 1. Has investigated proposed substitution and determined it meets or exceeds item in all respects. 2. Will provide same warranty for substitution as for specified item. 3. Will coordinate installation and make changes as may be required for Work to be complete in all respects. 4. Waives claims for additional costs and time extensions not identified at time of request for substitution. 5. Will reimburse Owner for review and redesign services associated with reapproval by authorities having jurisdiction. 1.12 ARCHITECT/ENGINEER'S DUTIES A. Architect's Action: 1. Promptly notify the Contractor of any costs for review and or redesign services associated with requests for substitution. 2. Within 5 business days of receipt of the request for substitution, the Architect will request additional information necessary for evaluation. 3. Within 15 business days of receipt of the request, or 5 business days of receipt of additional information, whichever is later, the Architect will notify the Contractor in writing of decision to accept or reject request for substitution. If a decision on use of a substitute cannot be made within the time allocated, use the product specified. 4. Acceptance will be in the form of a Change Order or construction change document. PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION – NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PROJECT MANAGEMENT AND COORDINATION 013100 - 1 09-16-2022 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Requirements applicable to the Contractor's management of the Project and coordination, including the following: 1. Project coordination 2. Project meetings 3. Project site administration 1.2 PROJECT COORDINATION A. Contractor shall coordinate the Work with all related work being done by the Owner and all other contractors operating in the area. This coordination shall include reasonable adjustments of schedule in order to allow other contractors or Owner to do their work. B. Contractor shall coordinate electrical/mechanical work, particularly between general trades and mechanical/electrical trades so that sleeves, hangers, chases, openings, etc., required for pipe, conduit, and other installations of like character are duly and properly provided for and installed as work progresses. C. Contractor shall carefully examine all Drawings relating to the Work with actual conditions so that all Work will be accommodated in the spaces provided. General arrangement and location of elements of various systems is shown on the Drawings or specified. Final locations, levels, etc., shall be governed by actual material size used, by building conditions encountered, and by the work of all trades. Space conflicts and interferences shall be resolved before any work is installed. D. Contractor shall utilize the Contract Documents, submittals, and layout drawings of the various trades to check and coordinate the work so that no interferences or conflicts between trades will occur. This checking and coordination shall be performed and completed before construction is commenced in each affected area. E. Coordinate work to assure efficient and orderly sequence of installation of construction elements. Make provisions for accommodating items installed by Owner or under separate contracts. F. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing such equipment in service. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PROJECT MANAGEMENT AND COORDINATION 013100 - 2 09-16-2022 1.3 PROJECT MEETINGS A. Project Meetings: Contractor or Contractor's duly appointed representative shall attend project meetings at regular intervals as set by the Owner. 1. Attendance shall be limited to the Contractor and his immediate subordinates, Owner, and representatives of the Architect and Consultants, as requested. 2. Contractor, or Contractor's duly appointed representative, shall keep minutes of the meetings with copies sent to all attendees. 3. Meetings shall be held in quarters agreed to by Owner and Contractor. 1.4 PROJECT SITE ADMINISTRATION A. Condition of Work in Place: Inspect and take responsibility for previously prepared or installed work of other contractors before applying subsequent materials or finishes. If work is in an unsatisfactory condition, notify the Owner. Do not proceed until the defective work has been corrected. B. Work Areas: Contractor shall confine Contractor's operations to areas shown on project drawings. The Owner will coordinate use of property areas with Contractor to ascertain that Contractor's needs are fulfilled to fullest extent possible within project constraints. Contractor shall be responsible for obtaining any agreements required for use of property outside the property lines of the project site. C. Site Layout: Contractor shall submit layout plan showing proposed location of offices, employee parking, material storage, shop facilities, and other major work areas to Owner for acceptance prior to site mobilization. D. Site Access: Contractor shall make site available to Owners' and operations personnel and inspectors at all times. Contractor shall anticipate that Owner's personnel will visit site on frequent, irregular basis to observe progress of Work. E. Emergency Vehicles: Maintain clear access for emergency vehicles at all times. F. Trash: No open burning or trash dumping on the site will be allowed. G. Damage Documentation: Contractor shall document through photographs or videotape the condition of all existing structures and sitework, adjacent to the parking structure site, prior to any demolition work on the project site. Documentation shall provide basis for any damage occurring during the construction duration. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1 09-16-2022 SECTION 013200 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide progress schedules as specified and as required for completion of Project and as approved by Owner. 1. The Owner will use updated version of Contract Schedule in evaluating progress of work and determining progress payments to be made to Contractor. 2. Failure of Contract Schedule to include any element of Work required for performance of this Contract, or any inaccuracy in Contract Schedule, will not relieve Contractor from responsibility for accomplishing all Work required to complete Contract on time and will not constitute grounds for delay. B. Related Sections: 1. Section 011000 - Summary. 2. Section 013300 - Submittal Procedures. 1.2 CONTRACT SCHEDULE A. Schedule Restraints: Contractor's Schedule shall incorporate into Contract Schedule milestone dates given in Summary of Work. B. Scheduling Software: Contractor shall use a computerized critical path method (CPM) software, "MS Project" or approved equal. In addition, the Contractor shall have means of providing the Owner with files on compact discs (CDs) in a form that can be up-loaded into the Owner's software. C. Time of Completion: Overall time of completion and time of completion for each milestone shall adhere to times in General Conditions unless an earlier (advanced) time of completion is requested by Contractor and agreed to by the Owner. 1. Any such agreement shall be formalized by a change order. D. Preliminary Contract Schedule: Within fifteen (15) calendar days after receiving Notice To Proceed, Contractor shall furnish to Owner one reproducible and three prints of a preliminary schedule in conformance with requirements of this Section showing general plan for orderly completion of Work in accordance with Overall Project Schedule and milestones. 1. Preliminary Contract Schedule shall include details of planned mobilization of plant equipment, sequence of early operations and procurement of materials and equipment. E. Contract Schedule: Within thirty (30) calendar days after receiving Notice To Proceed, Contractor shall furnish to Owner one reproducible, three prints and a CD of a detailed schedule presenting an orderly and realistic plan for completion of the Work in conformance with requirements of this Section. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2 09-16-2022 F. Contractor's Responsibility: Failure of Contract Schedule to include any element of Work or any inaccuracy in Contract Schedule will not relieve Contractor from responsibility for accomplishing all Work in accordance with Contract. G. Float Time: Float or Slack Time is amount of time between earliest start date and late start date or between earliest finish date and latest finish date of activities of Contract Schedule. 1. No time extensions or delay costs shall be allowed for delays caused by the Owner, on paths of activities containing float time, providing such delay does not exceed float time, per latest updated version of approved Contract Schedule. 1.3 FORMAT OF SCHEDULE A. Preliminary Contract Schedule 1. Preliminary Contract Schedule shall be a time scale precedence diagram or Critical Path Method (CPM) type. 2. Preliminary Contract Schedule shall be submitted to the Owner for review and approval. 3. Preliminary Contract Schedule shall include the first three months of contract work and a Breakdown of Costs per Section 013300. 4. Submit revised schedule and Breakdown of Costs after receiving comments from Owner. 5. Approved Breakdown of Costs shall be used as the basis for monthly progress payments prior to approval of the Contract Schedule. B. Contract Schedule: Provide the following: 1. Time scaled CPM cost and manpower loaded schedule in precedence format. 2. No activity on schedule shall have duration of longer than fifteen calendar days, with exception of fabrication and procurement activities, unless otherwise approved by Owner. a. Activity durations shall be total number of actual calendar days required to perform that activity including consideration of weather impact on completion of activity. 3. Schedule shall be in sufficient detail and shall be Contractor's plan of construction for completing contract work. 4. Schedule shall include milestone activities showing point of substantial completion and completion for each stage of work. 5. Activity for "mobilization" will be allowed which includes preparatory work and operations, including, but not limited to those necessary for movement of personnel, equipment, supplies and incidentals to Project site, for establishment of all offices, buildings and other facilities necessary for Work of Project, and for all other work and operations which must be performed or costs incurred prior to beginning work on various items on Project site. 6. Include procurement activities for all materials and equipment provided under this contract. 7. Detail activities of each stage to show plan for completion of Work for each stage within time specified. 8. Indicate all dependencies (or relationships) and logic between activities. 9. Activities dependent on submittal acceptance or material delivery shall not be scheduled to start earlier than expected acceptance or delivery dates. 10. Cost load each activity on the schedule. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3 09-16-2022 a. Include all labor, material and equipment costs. b. Include overhead and profit. c. Material costs shall be the actual invoice value without any markup. d. The sum of all activities shall equal the contract value. 11. Each activity shall be coded to correlate with the Breakdown of Costs. 12. Resources required (manpower and major equipment) to perform each activity shall be identified. 13. Each activity shall be assigned a responsibility code corresponding to subcontractor responsible for performing work so that schedule activity lists and cost subtotals can be generated for each division of work. 14. Allow at least thirty calendar days for developing punch list, completion of punch list item, and final cleanup for the work or any designated portion thereof. 1.4 APPROVALS A. The Owner will review Contract Schedule for conformance with requirements of Contract, Supplementary Conditions and this Section. 1. Within ten calendar days after receipt, Owner will approve Contract Schedule or will return it with comments. 2. If Contract Schedule is not returned approved, Contractor shall revise schedule to incorporate comments and resubmit schedule for approval within ten working days after its receipt. B. Approval of Contract Schedule will not relieve Contractor of responsibility for accomplishing Work in accordance with Contract. 1.5 CONTRACT SCHEDULE REVISIONS A. If sequence of construction differs significantly as determined by Owner from Approved Contract Schedule, Contractor shall submit within ten calendar days a revised schedule to Owner for approval. B. When Proposed Change Order is issued which has potential to impact specified completion date, a schedule adjustment shall be prepared by Contractor to reflect impact of such changes. 1. After schedule adjustment has been approved and Contractor ordered to proceed with Proposed Change Order, it shall be incorporated into Contract Schedule. 2. Time extensions will be considered only to extent there is insufficient remaining float to accommodate these changes. C. No additional cost beyond that provided in General Conditions will be allowed for incorporation of approved Proposed Change Orders into Contract Schedule. 1.6 MONTHLY UPDATES AND PROGRESS PAYMENTS A. Contractor shall submit to Owner each month, along with submission of updated computer report required by this Section, an up-to-date status report of Work which shall include: 1. Contractor's estimated percentage complete for each activity not yet complete. 2. Actual start/finish dates for activities as appropriate. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4 09-16-2022 3. Identification of processing errors, if any, on previous update reports. 4. Revisions, if any, to assumed activity durations including revisions for weather impact for any activities due to effect of previous update on schedule. 5. Identification of activities which are affected by proposed Change Orders issued during update period. 6. Resolution of conflict between actual work progress and schedule logic. a. When out of sequence activities develop in Contract Schedule because of actual construction progress, Contractor shall submit revision to schedule logic to conform to current status and direction. B. Owner will review updated information and meet with Contractor each month at site to determine status of Work. C. Progress payments shall be made monthly, based on Contractor's monthly update of Contract Schedule. 1. Payment for amount of work completed in current progress payment period shall be sum of activity cost multiplied by percentage of work completed for each activity in progress minus previous payments, less retainage. 2. Request for payment for accepted materials delivered shall be limited to invoice value of materials or equipment shown on Contractor's procurement log, less retainage. 3. Payment may be made for materials which Contractor stores off-site when materials are stored and insured in manner acceptable to the Owner. 4. On payment for "mobilization" shall be made in percentages as follows (less retainage): Contract Amount Completed Payment for Mobilization 5% 50% 10% 75% 20% 95% 50% 100% D. No payment shall be made for materials or equipment which do not have accepted submittals. 1. If material or equipment is not identified, it is responsibility of Contractor to submit necessary cost adjustments to Contract Schedule. 2. Incorporation of such revisions to computerized version of Contract Schedule and payments on such requests are at discretion and acceptance of the Owner. 1.7 COMPUTER REPORTS A. Contractor shall provide each of the following reports monthly: 1. Four copies of updated computer-generated printed reports per month for Contract Schedule and each monthly update as detailed below. 2. Graphic Submittals shall include one reproducible and three prints. 3. Computer CD with schedule data files in a form that can be uploaded for use with Owner's software. B. Provide Schedule Logic Report listing activities, their early/late and actual start and finish dates, duration, float and logic relationship of activities sorted by early start. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 5 09-16-2022 C. Provide Cost Report listing each activity and its associated cost, percentage of work accomplished, earned value to date, previous payments and amounts earned for update period. D. Provide Bar Chart showing status of activities. E. Provide Narrative Report with updated progress analysis, which shall include description of problem areas, current and anticipated delaying factors and their impact, an explanation of corrective action taken and any proposed revisions for recovery. F. Provide Network Plots presenting time scaled network diagram showing activities and their relationships. G. Provide Monthly Earnings Schedule Report - based on dollar estimate per month and expressed as a percentage of total cost for early start and late finish. 1.8 RECOVERY PLAN A. If Contractor is behind schedule by more than ten calendar days for any stage of Work, based on updated Contract Schedule after incorporating all approved time extensions, Contractor shall submit to Owner within ten calendar days of notification of such delay, a "Recovery Plan." B. Recovery Plan shall be based on proposed revisions to Contract Schedule for next sixty calendar day period and shall show how Contractor intends to bring work back on schedule. 1. Recovery plan shall also include written description of measures Contractor intends to take without additional cost to Owner to regain schedule compliance. C. Should Contractor fail to submit and execute such a recovery plan, Owner shall have option to direct Contractor to employ any or all measures that Owner may deem fit to regain schedule compliance without additional cost to the Owner. D. Recovery plan submitted by Contractor, upon acceptance by the Owner, shall be incorporated into Contract Schedule during next update. E. Contractor shall be required to submit recovery plan for each update that indicates Work progress is more than ten calendar days behind schedule. F. Should Contractor dispute determination of the Owner regarding status on Contract delay, such dispute shall not relieve Contractor of responsibility to comply with requirements of this Section and other related Sections until dispute is resolved per Contract terms. 1.9 ADDITIONAL REPORTS A. Owner may request, from month-to-month, any two of the following additional computer- generated reports: 1. Total float from least to most. 2. Activities by early start. 3. Activities by late start. 4. Activities grouped by subcontractors or selected trades. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 6 09-16-2022 5. Activities with scheduled early start dates in a given time frame (i.e. 30- or 60-day outlook). 6. Manpower report. 1.10 SHORT INTERVAL SCHEDULES A. Short Interval Scheduling (SIS) shall be used throughout on-site construction activity. B. Interval shall be three-week projection and shall include week submitted and two weeks thereafter. C. Schedule shall contain sufficient detail to evaluate daily milestones and manpower/equipment loading and shall identify/tie into monthly updated Approved Contract Schedule. D. Short Interval Schedule shall be approved by Owner. E. Ten (10) copies of Short Interval Schedule shall be submitted weekly as directed by Owner. F. Weekly meeting will be scheduled by Owner to review and discuss Short Interval Schedules. 1.11 DAILY ACTIVITY REPORT A. Contractor shall submit 5 copies of Daily Activity Report to Owner for each workday including weekends and holidays, when worked. B. Contractor may use own report provided it contains same information included in standard form furnished by Owner. 1.12 DEFAULT A. Failure of Contractor to substantially comply with requirements of this Section shall constitute reason that Contractor is failing to prosecute Work with such diligence as will ensure its completion within Contract times and shall be considered grounds for termination or other remedy pursuant to terms of this Contract. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 1 09-16-2022 SECTION 013300 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Procedures for submittals for review by the Architect/Engineer. Make submittals in strict accordance with provisions of this Section and with requirements of the General Conditions: 1. Progress Schedule. 2. Bid Cost Breakdown. 3. Product Data. 4. Shop Drawings. 5. Samples. 6. Informational Submittals. 7. Delegated Design Submittals. B. Related Sections: 1. Section 012513 - Substitution Procedures. 2. Section 013200 - Construction Progress Documentation. 3. Test Reports: Pertinent Specification Sections. 4. Individual Submittals Required: Pertinent Specification Sections. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals." 1.3 SUBMITTAL SCHEDULE A. Within 30 calendar days after the date of commencement specified in the Notice to Proceed, submit schedule of submittals required under Divisions 2 through 32. Schedule shall list submittals and indicate date submittal will be made. 1. Items needed in initial stages of Work or requiring long lead-time for ordering: 30 calendar days. 2. Electrical, mechanical and equipment items not requiring long lead-time for ordering: 60 calendar days. 3. All other items: 90 calendar days. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 2 09-16-2022 B. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Submit concurrently with the first complete submittal of Contractor's construction schedule. a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. 3. Format: Arrange the following information in a tabular format: a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal Category: Action; informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Architect's final release or approval. g. Scheduled dates for purchasing. h. Scheduled date of fabrication. i. Scheduled dates for installation. j. Activity or event number. C. Distribute copies of the Submittal Schedule to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the temporary field office. When revisions are made, distribute to the same parties and post in the same locations. D. Updating: Revise Schedule after each meeting or activity, where revisions have been made. Issue the updated Schedules concurrently with report of each meeting. 1.4 SUBMITTAL PROCEDURES A. Submittal Information: Use electronic form acceptable to Owner, containing the following information: 1. Project name. 2. Date. 3. Name of Architect. 4. Name of Contractor. 5. Name of firm or entity that prepared submittal. 6. Names of subcontractor, manufacturer, and supplier. 7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals. 8. Category and type of submittal. 9. Submittal purpose and description. 10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 3 09-16-2022 11. Drawing number and detail references, as appropriate. 12. Indication of full or partial submittal. 13. Location(s) where product is to be installed, as appropriate. 14. Related physical samples submitted directly. 15. Submittal and transmittal distribution record. 16. Other necessary identification. 17. Remarks. 18. Signature of transmitter. B. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier, including revision identifier. a. Number all submittals for identification, with the number consisting of 1) the Specification section (with spaces between numbers eliminated); 2) the consecutively numbered item within each Specification section; and 3) the version number. 1) Examples: number 092900-001-0 to indicate the original version of original version of item 1 submitted in section 092900; number 092900-001-1 to indicate the first re-submittal of the same item. 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 4. Metadata: Include the following information as keywords in the electronic submittal file metadata: a. Project name. b. Number and title of appropriate Specification Section. c. Manufacturer name. d. Product name. C. Options: Identify options requiring selection by Architect. D. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet. E. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number. F. Submittals for Web-Based Project Software: Prepare submittals as PDF files, or other format indicated by Project software website. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 4 09-16-2022 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data Files: At Contractor's written request, electronic digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals. 1. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. 2. Digital Drawing Software Program: The Contract Drawings are available in REVIT 2019. 3. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect. 4. The following digital data files will by furnished for each appropriate discipline: a. Floor plans. b. Reflected ceiling plans. 1.6 SUBMITTAL PROCEDURES A. Submittals shall include (where applicable): 1. Project title and work order number. 2. Identification of product or material. 3. Relation to adjacent structure or material. 4. Field dimensions, clearly identified as such. 5. Specification Section number. 6. Consecutive submittal number. 7. Blank space for Architect/Engineers' stamp. 8. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents. B. Resubmittals: Resubmittals shall be identified with the same submittal number as the original submittal followed by a .1 or the letter A. Contractor shall direct specific attention, in writing or on resubmitted submittal, to revisions other than those required by previous review. PART 2 - PRODUCTS 2.1 PROGRESS SCHEDULE A. Prepare and submit progress schedule of operations as required by Section 013200. Relate progress schedule to entire Project. Indicate dates for submission of required submittals. 2.2 BID COST BREAKDOWN A. Submit breakdown of bid costs on a form furnished by the Owner. Refer to Section 0132 00 - Construction Progress Documentation, for additional cost breakdown requirements. 2.3 ACTION SUBMITTALS A. Proposed Product List: Submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number for each product. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 5 09-16-2022 B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Product data may be submitted digitally provided that the associated physical sample is submitted to the Architect simultaneously for review. 4. Manufacturer's Standard Schematic Drawings: a. Modify drawings to delete information which is not applicable to Project. b. Supplement standard information to provide additional information applicable to Project. 5. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's written recommendations. c. Manufacturer's product specifications. d. Manufacturer's installation instructions. e. Standard color charts. f. Statement of compliance with specified referenced standards. g. Testing by recognized testing agency. h. Application of testing agency labels and seals. i. Mill reports. j. Notation of coordination requirements. k. Standard product operation and maintenance manuals. 6. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams that show factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 7. Submit Product Data before or concurrent with Samples. 8. Number of Copies: Where electronic submittals are not provided, submit three paper copies of Product Data, unless otherwise indicated. Architect will return two copies. Mark up and retain one returned copy as a Project Record Document. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of Architect/Engineer's CAD Drawings are otherwise permitted. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing-in and setting diagrams. e. Wiring Diagrams: Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. Differentiate between manufacturer-installed and field-installed wiring. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 6 09-16-2022 f. Shop work manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. l. Notation of dimensions established by field measurement. m. Relationship to adjoining construction clearly indicated. n. Seal and signature of professional engineer if specified. 2. Number of Copies: Submit one electronic (pdf) copy of each Shop Drawing. 3. Variations: If shop drawings show variations from Contract requirements because of standard shop practice or other reason, make specific mention of such variations in letter of transmittal, as well as on drawings, in order that (if acceptable) suitable action may be taken for proper adjustment of Contract. Unless specific changes have been noted and accepted, no deviations from Contract Documents will be permitted. D. Samples: Samples include physical examples which illustrate materials, equipment or workmanship, and which establish standards by which completed work is judged. Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of appropriate Specification Section. e. Specification paragraph number and generic name of each item. 3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record. 4. Web-Based Project Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal. 5. Paper Transmittal: Include paper transmittal including complete submittal information indicated. 6. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect/Engineer will return submittal with options selected. 7. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 7 09-16-2022 containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit four sets of Samples, unless otherwise specified in individual specification Section. Architect/Engineer will retain one Sample set and return the others. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. 8. Mockups: a. Erect at project site at location acceptable to Owner unless otherwise approved. b. Construct each sample or mockup complete, including work of all trades required in finished work. c. Coordinate submittal of different categories for interfacing work. d. Include identification on each sample, giving full information. 9. Disposition: Maintain sets of approved Samples at Project site, available for quality- control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated. 2. Manufacturer and product name, and model number if applicable. 3. Number and name of room or space. 4. Location within room or space. 2.4 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. Architect will not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 8 09-16-2022 3. Test and Inspection Reports: Comply with requirements specified in Section 014523 - Testing and Inspecting Services, and individual specifications sections. 4. Contractor’s statement that the Submittal complies with the Construction Documents. B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. C. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. D. Coordination Drawings: Comply with requirements specified in Section 013100 - Project Management and Coordination. E. Certificates: 1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated. 2. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. 3. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. 4. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. 5. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. 6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F. Test and Research Reports: 1. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. 2. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 9 09-16-2022 3. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. 4. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. 5. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. 6. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: a. Name of evaluation organization. b. Date of evaluation. c. Time period when report is in effect. d. Product and manufacturers' names. e. Description of product. f. Test procedures and results. g. Limitations of use. G. Schedule of Tests and Inspections: Comply with requirements specified in Section 014000. H. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 and individual specifications sections. I. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. J. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory-authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 10 09-16-2022 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. 2.5 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. C. Contractor shall not be relieved of responsibility for deviation from requirements of Contract Documents by approval of submittal unless Contractor has specifically informed the Architect/Engineer in writing of such deviation at time of submittal and the Architect/Engineer has given written approval to specific deviation. Approval shall not relieve Contractor of responsibility for errors or omissions in submittals. D. Review and stamp submittals from subcontractors prior to submitting to the Architect/Engineer. 1. Review submittals and indicate where conflicts occur with Contract Documents and with work of other subcontractors. 2. Return submittals which vary significantly from Contract Documents for correction and resubmittal prior to submittal to the Architect/Engineer. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 11 09-16-2022 3. Submittals which vary significantly from Contract Documents and which fail to indicate thorough Contractor review prior to submission will be returned without review. 4. Cursory review and stamping of subcontractor submittal by Contractor shall not be acceptable. 5. Review, approve and submit submittals required by Contract Documents with reasonable promptness and so as to cause no delay in Work or in activities of the Architect/Engineer or of separate contractors. 6. Submit shop drawings for each specification section at the same time to facilitate coordination of related items. a. Submit all formwork shop drawings at the same time. b. Submit reinforcing steel and stressing tendons shop drawings for each floor at the same time. 7. Submittals made by Contractor which are not required by Contract Documents may be returned without action. 8. Submittal represents Contractor has determined and verified materials, field measurements and field construction criteria, and has checked and coordinated information with requirements of Work and of Contract Documents. 3.2 ARCHITECT/ENGINEER'S ACTION A. Architect will review submittals for conformance with Contract Documents and acceptance by Architect covers only such conformance. Effort will be made by Architect to discover errors, but responsibility for accuracy and correction and resubmittal shall be the Contractor's. 1. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. Submittals not required by the Contract Documents may be returned by the Architect/Engineer without action. B. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner’s and Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 15 business days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. a. Allow time for potential rejection and resubmittal. b. If additional data or resubmittals for review are required, the additional time required to prepare and review such data shall be considered to be part of the specified contract duration. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 business days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect, Owner’s consultants, Owner, or other parties is indicated, allow 15 business days for initial review of each submittal. 5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Owner’s consultants, allow 10 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 12 09-16-2022 business days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor. a. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect. 6. Multiple and complex submittals may require additional review time; there shall be no change to the Contract Time or to Contract Amount when such additional review time is required. 7. Review of a separate item shall not indicate acceptance of an assembly in which item functions. C. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked "MAKE CORRECTIONS NOTED”. D. Action Submittals: The Architect/Engineers' comments and required actions by the Contractor will be indicated by notation on the shop drawings and vendor data submittals or by inclusion in the letter of transmittal. The comments of the Architect/Engineer will generally be categorized as follows: 1. "NO EXCEPTION TAKEN": Submittals so noted will generally be categorized as drawings and data which appear to be satisfactory without corrections. "No Exception Taken" indicates acceptance subject to its compatibility with future submittals and additional partial submittals for portions of the work not covered in this submittal. Fabrication, manufacture, or construction may proceed provided it complies with the Contract Documents. 2. "MAKE CORRECTIONS NOTED": This category will cover drawings and vendor data which, with the corrections noted or marked on the submittal, appear to be satisfactory and require no further review by the Architect/Engineer prior to construction. Revised shop drawings reflecting corrections shall be provided upon request. 3. "REVISE AND RESUBMIT": Rejected because of inconsistencies or errors which shall be resolved or corrected by the Contractor prior to subsequent review by the Architect/Engineer. No work shall be fabricated, manufactured or constructed. Submittals so noted will require a corrected resubmittal for one or more of the following reasons: a. Drawings and vendor data require corrections, as noted, prior to final review. b. Drawings and vendor data are incomplete and require more detailed information prior to final review. c. Drawings and vendor data do not meet the specifications. 4. "REJECTED": Submittals so noted do not conform to the Contract Documents and shall not be used for this project. 5. "SUBMIT SPECIFIED ITEM": Submittals so noted cover specific drawings and vendor materials for which there are insufficient data to complete the review. Items so noted shall be submitted for further review. E. Informational Submittals: Architect/Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 13 09-16-2022 F. One marked reproducible copy of shop drawings and vendor data will be returned to the Contractor with appropriate stamps and notations. The Contractor shall, when directed, make indicated changes and corrections, promptly resubmitting the original number of copies as many times as required to obtain acceptance. G. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. H. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp. END OF SECTION FACILITIES AND CONTROLS 015000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY SECTION 015000 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: This section describes temporary construction facilities and temporary controls, including the following: 1. Temporary water 2. Temporary electricity 3. Temporary heating, ventilating, and air conditioning 4. Field offices and sheds 5. Sanitary facilities 6. Construction aids 7. Vehicular Access and Parking 8. Temporary barriers and enclosures 9. Temporary controls 10. Project identification B. Contact governing authorities to establish extent of temporary facilities and temporary controls required by authorities. C. Provide temporary construction facilities and temporary controls as required to conform with applicable authorities and as required to complete Project in accordance with Contract Documents. 1. Temporary facilities shall be approved by the Owner and other authorities having legal jurisdiction. 2. Locate facilities where and as directed and maintain in safe and sanitary condition at all times until completion of Work. 1.2 TEMPORARY UTILITIES A. Temporary Water: Contractor shall arrange and pay costs for water required for construction purposes. 1. Contractor shall furnish and install piping or hose to carry water to every point where needed on Project. All water used on Project shall be non-potable per City Ordinance. B. Temporary Electricity: 1. Provide and maintain temporary electrical power and wiring requirements to facilitate work of trades and services connected with Project. 2. Make application for electric service, arrange for metering, and pay all costs including electric energy used in temporary and permanent electrical facilities until acceptance of Project by the Owner. FACILITIES AND CONTROLS 015000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY 3. Provide adequate temporary lighting for work as required including bright lighting where required to perform quality work. 4. Temporary wiring and electrical facilities shall be in accordance with applicable provisions of OSHA and Electrical Safety Orders of State of California. C. Temporary Heating, Ventilating, and Air Conditioning: 1. Provide and pay all costs for all temporary HVAC in the form of equipment, fuel, and operators which may be required during contract time to provide adequate temperatures for storage, application, and drying of installed materials. 2. Provide temporary closures for windows and doors, and temporary general building ventilation, for proper storage and drying of materials and safe working conditions. 1.3 CONSTRUCTION FACILITIES A. Optional Contractor's Field Office: Contractor may provide field office facilities for Contractor's use as desired as part of Phase 1B, or wait for Phase 2. Contractor's field office shall accommodate a minimum of 10 people, be neat and substantial and all expenses therefor shall be paid by Contractor. Provide the following: 1. Electronic Communication Service: Provide At least one desktop computer in the primary field office adequate for use by Architect and Owner to access Project electronic documents and maintain electronic communications. 2. Internet Service: Broadband modem, router and ISP, equipped with hardware firewall, providing minimum 1.0 Mbps upload and 15 Mbps download speeds at each computer. 3. Internet Security: Integrated software, providing software firewall, virus, spyware, phishing, and spam protection in a combined application. 4. Printer: "All-in-one" unit equipped with printer server, combining color printing, photocopying, scanning, and faxing with automatic document feed, and reduction and enlargement capability, or separate units for each of these functions. Provide paper and supplies recommended by manufacturer as needed by Owner staff. Provide service and warranty as per manufacturer's recommendation at no additional cost to Owner. 5. Computer, IBM compatible with color monitor, printer, and software programs similar to Word, Excel, and MS Project or Primavera Project Planner. 6. Trailer office and furnishings shall remain property of Contractor; remove from site upon completion of contract. 7. Provide 3 duplex outlets in each room and general/conference room spaced evenly in rooms and electrical service ready for use, plus three (3) six-outlet surge protection strips. 8. Provide janitorial service once per week, including trash emptying, floor sweeping, dusting, and window washing. 9. Provide all required service and warranty for each piece of equipment for duration of Project at no additional cost to Owner. 10. Contractor to pay cost of all services and maintenance. FACILITIES AND CONTROLS 015000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY B. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install modem and one land-based telephone line(s) for each field office. 1. Provide additional telephone lines for the following: a. Provide Wi-Fi cell phone access equipment. b. Provide 1 telephone line(s) for Owner's use. c. Provide 1 dedicated to the facsimile machine. C. Sheds: Provide temporary storage sheds or other enclosed temporary structures as required or deemed necessary by the Contractor to protect material and equipment stored on site. Remove same prior to completion of Project. D. Sanitary Facilities: Provide sufficient suitable enclosed chemical toilets, conforming to ANSI Z4.3., with urinal for workmen. Maintain sanitary facilities and enclosures in clean condition throughout construction period. Remove prior to completion of Project. E. Washing Facilities: Provide properly mounted and adequate wash sinks connected to water supply. Locate sinks where directed by Owner. F. Drinking Water Facilities: Provide clean, sanitary and adequate drinking water. 1.4 CONSTRUCTION AIDS A. Construction Elevators, Hoists, and Cranes: Erect, equip, operate, and maintain construction equipment in accordance with applicable status, laws, ordinances, rules, and regulations of authorities having jurisdiction. B. Scaffolding: Provide and maintain scaffolding, staging, runways, and platforms, as needed. 1.5 VEHICULAR ACCESS AND PARKING A. Entrances to Work Site: Contractor and Contractor's employees shall use certain access roads or entrance ways as indicated on plans or as directed by the Owner. 1. Maintain these roads in satisfactory condition during Contract time, and repair damages attributable to work of this Project at intervals as needed. 2. At completion of Contract, roads and entrance ways shall be left in condition at least equal to that existing at start of Contract, except as may be otherwise required by Contract Documents. 1.6 TEMPORARY BARRIERS AND ENCLOSURES A. Barriers: Provide as required to prevent public entry to construction areas, to protect adjacent properties from damage from construction operations, and to protect person from construction operation. 1. Fences: Provide minimum 6'-0" high commercial grade chain link or painted solid wood fence around construction site; equip with gates with locks. 2. Wood fences, barricades, walkways, and similar items shall be painted solid fence FACILITIES AND CONTROLS 015000 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY around construction site; equip with gates with locks. 3. Covered Walkways: Provide lighted covered painted wood walkways if required by governing authorities for public rights-of-way. B. Barricades: Provide as required by governing authorities. 1. Refer to requirements of 2019 California Building Code. 2. Attention is also directed to Safety Orders issued by State of California, Divisions of Industrial Safety. Contractor shall obtain copies of such Safety Orders as are applicable to type of work to be performed, and shall be governed by those requirements in construction operation. 3. Fully inform each subcontractor and material supplier as to requirements of applicable Safety Orders. C. Tree and Plant Protection: Provide barriers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. D. Temporary Enclosures: 1. Provide temporary weather-tight closures for exterior openings to maintain acceptable workable conditions, for protection for materials, for temporary heating, and to prevent entry of unauthorized persons. 2. Provide enclosures with doors having self-closing hardware and locks. E. Security Measures: Contractor is responsible for security of site and buildings involved in this Project during entire time of Contract. 1. Make good damages to work and loss of materials due to vandalism or theft, within this responsibility. 1.7 TEMPORARY CONTROLS A. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, in accordance with requirements of Authorities Having Jurisdiction. B. Dewatering Excavations: Provide and operate drainage and pumping equipment; maintain excavations and site free of standing water. Do not use foundation excavation for drainage. 1. Divert water from excavations insofar as is practicable. Do not use footing excavations for drainage trenches. Remove water from excavations by pumping. 2. Provide pumps, well points, piping, and hoses or a combination of these, as may be required, to keep excavations dry and to carry the water off the site. 3. Continue de-watering operations until concrete and backfill are placed. 4. No debris, soil, silt, sand, rubbish, oil, cement washing, etc., shall be allowed to enter into or placed so that it may be washed by rainfall or runoff into storm drains or surface drains in sufficient quantities to cause damage to or have deleterious effect upon the drainage system, or to fish or wildlife at the site, adjacent areas, or streams to which the drainage system is a tributary. FACILITIES AND CONTROLS 015000 - 5 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY C. Noise, Dust and Pollution Control: 1. Provide materials and equipment necessary to comply with local requirements for noise, dust and pollution control. 2. Use water wagons or spray from hoses to control dust created by work operations in areas on Owner property during entire period of this Contract as directed by Owner. 3. Satisfactorily control dust created by operations on property used, other than Owner property, to satisfaction of all concerned. D. Fire Protection: Maintain on-site fire protection facilities as required by applicable authorities and insurance requirements. E. Protection of Existing Utilities: Protect existing utility lines from damage which are not specified to be altered by Work of the Contract. 1. Repair or replace utilities damaged to condition equal to that existing prior to commencing Work of Contract. 1.8 PROJECT IDENTIFICATION A. Provide and maintain Project sign at location approved by the Owner. B. Project Sign: Provide a 4 feet by 8 feet project identification sign of wood frame and exterior grade plywood construction, painted with exhibit lettering by professional sign painter. 1. Information and Design: As furnished by Owner where requested, provide proposed design to Owner for approval. 2. List title of project, names of Owner, Architect, professional consultants, and Contractor. C. Erect sign within 30 calendar days after Notice to Proceed. Sign will remain property of Contractor and shall be removed upon completion of Work. D. No other signs or advertising will be permitted, except that Contractor's name may be placed on his field office. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION TEMPORARY EROSION AND SEDIMENT CONTROL 015713 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 5713 TEMORARY EROSION AND SEDIMENT CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Prevention of erosion due to construction activities. B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. C. Restoration of areas eroded due to insufficient preventive measures. D. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 03 3000 - Cast-in-Place Concrete: Concrete for temporary and permanent erosion control structures indicated on drawings. B. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355/D4355M - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc Type Apparatus; 2014. B. ASTM D4491/D4491M - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2014). C. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2014). D. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. E. ASTM D4632/D4632M - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2015a. F. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. G. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). 1.4 SUBMITTALS A. See Section 01 3300 - Submittals, for submittal procedures. B. Sustainable Design Documentation: Submit documentation required in this section in accordance with requirements specified in Section 01 3329.02. C. Erosion and Sedimentation Control Plan: 1. Include: TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soils, vegetation, or drainage. b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures. c. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil loss predictions, and proposed preventive measures. d. Schedule of temporary preventive measures, in relation to ground disturbing activities. e. Other information required by law. f. Format required by law is acceptable, provided any additional information specified is also included. 2. Obtain the approval of the Plan by authorities having jurisdiction. 3. Obtain the approval of the Plan by City. D. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers. E. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished. F. Maintenance Instructions: Provide instructions covering inspection and maintenance for temporary measures that must remain after Substantial Completion. PART 2 - PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. 4. Cutback asphalt. 5. Polyethylene film, where specifically indicated only. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491/D4491M. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355/D4355M after 500 hours exposure. 4. Tensile Strength: 100 pounds-force, minimum, in cross-machine direction; 124 pounds- force, minimum, in machine direction; when tested in accordance with ASTM D4632/D4632M. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632/D4632M. 6. Tear Strength: 55 pounds-force, minimum, when tested in accordance with ASTM D4533. 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 20 feet, minimum. 2. Length: 50 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences. 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the top of the slope or top bank of drainage channels and swales that traverse disturbed areas. c. Along the toe of cut slopes and fill slopes. d. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. e. Across the entrances to culverts that receive runoff from disturbed areas. 2. Space sediment barriers with the following maximum slope length upslope from barrier: a. Slope of Less Than 2 Percent: 100 feet.. b. Slope Between 2 and 5 Percent: 75 feet. c. Slope Between 5 and 10 Percent: 50 feet. d. Slope Between 10 and 20 Percent: 25 feet. e. Slope Over 20 Percent: 15 feet. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face area; use one piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to prevent dislodging; orient cores of blocks so runoff passes into inlet. 2. Straw bale row blocking entire inlet face area; anchor into pavement. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo E. Storm Drain Drop Inlet Sediment Traps: As detailed on drawings. F. Temporary Splash Pads: Stone aggregate over filter fabric; size to suit application; provide at downspout outlets and storm water outlets. G. Soil Stockpiles: Protect using one of the following measures: 1. Cover with polyethylene film, secured by placing soil on outer edges. 2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay. H. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. 2. Asphalt: Use only where no traffic, either vehicular or pedestrian, is anticipated. I. Temporary Seeding: Use where temporary vegetated cover is required. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1 1/2 to 3 1/2 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Embed bottom of fabric in a trench on the upslope side of fence, with 2 inches of fabric laid flat on bottom of trench facing upslope; backfill trench and compact. 7. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 8. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Temporary Seeding: 1. When hydraulic seeder is used, seedbed preparation is not required. 2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate. 3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft. 5. Incorporate fertilizer into soil before seeding. 6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep. 7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion. 8. Repeat irrigation as required until grass is established. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer. B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section 01 5713 PRODUCT REQUIREMENTS 016000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 016000 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Basic requirements for materials and equipment. B. Related Requirements: Contract Conditions, and Division 1 - General Requirements contain information and requirements that apply to this Section. 1.2 MATERIAL AND EQUIPMENT A. Material and equipment incorporated into the Work: 1. Condition: New, unused, unless otherwise shown. 2. Standards: Conform to applicable specifications and standards. 3. Utility: Comply with size, make, type and quality specified. 4. Manufactured and Fabricated Products: a. Design, Fabrication and Assembly: In accord with the best engineering and shop practices. b. Interchangeability: Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable. Two or more items of the same kind shall be identical, by the same manufacturer. c. Equipment Capacities, Sizes and Dimensions: As shown or specified unless variations are specifically approved in writing. d. Features: Include all features that are listed in the manufacturer's catalog as standard, unless otherwise shown. 1) Options: Include when shown or specified. 5. Usage: Do not use material or equipment for any purpose other than that for which it is designed or specified. 1.3 REUSE OF EXISTING MATERIAL A. General: Except as specifically indicated or specified, materials and equipment removed from an existing structure shall not be used in the completed Work. B. Reuse: Use special care in removal, handling, storage and reinstallation to assure proper function in the completed Work. 1. Temporary Storage: Arrange for transportation, storage and handling of products which require off-site storage, restoration or renovation. PRODUCT REQUIREMENTS 016000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1.4 MANUFACTURER'S INSTRUCTIONS A. Instructions, Recommendations: When Contract Documents require that installation of products shall comply with manufacturer's instructions, recommendations, etc., obtain and distribute copies of such instructions to parties involved in the installation. 1. Records: Maintain one set of complete instructions at the job site during installation and until completion. B. Workmanship: Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with the Architect/Engineer for further instructions. 2. Do not proceed with work without clear instructions. C. Installation: Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by Contract Documents. 1.5 TRANSPORTATION AND HANDLING A. Deliveries: Arrange deliveries in accordance with construction schedules; coordinate to avoid conflict with work and conditions at the site. 1. Care: Deliver in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. 2. Inspection: Immediately on delivery, inspect shipments to assure compliance with requirements of Contract Documents and approved submittals, and that Products are properly protected and undamaged. B. Workmanship: Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. 1.6 STORAGE AND PROTECTION A. General: Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Protection: Store products subject to damage by the elements in weathertight enclosures. 2. Storage Conditions: Maintain temperature and humidity within the ranges required by manufacturer's instructions. B. Exterior Storage: Do not unreasonably encumber the project site with materials or equipment. 1. Protection: Store products, lumber, etc. above the ground, on blocking or skids, prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings, provide adequate ventilation to avoid condensation. 2. Granular Materials: Store loose granular materials in a well-drained area on solid PRODUCT REQUIREMENTS 016000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo surfaces to prevent mixing with foreign matter. C. Examination: Arrange storage in a manner to provide easy access for examination. Make periodic examinations of stored products to ensure that products are maintained under specified conditions, and free from damage or deterioration. D. Protection after Installation: Provide substantial coverings, caution markers and barriers as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition. C. Cutting and patching. D. Surveying for laying out the work. E. Cleaning and protection. F. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B. Section 01 5000 - Temporary Facilities and Controls: Temporary exterior enclosures. C. Section 01 5713 - Temporary Erosion and Sediment Control: Additional erosion and sedimentation control requirements. D. Section 02 4100 - Demolition: Demolition of whole structures and parts thereof; site utility demolition. 1.3 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.4 SUBMITTALS A. See Section 01 3300 - Submittals, for submittal procedures. B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work. 1. On request, submit documentation verifying accuracy of survey work. 2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and locations of the work are in compliance with Contract Documents. 3. Submit surveys and survey logs for the project record. C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. 1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences. Include design drawings and calculations for bracing and shoring. 2. Identify demolition firm and submit qualifications. 3. Include a summary of safety procedures. D. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 2 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of City or separate Contractor. 6. Include in request: a. Identification of Project. b. Location and description of affected work. c. Necessity for cutting or alteration. d. Description of proposed work and products to be used. e. Effect on work of City or separate Contractor. f. Written permission of affected separate Contractor. g. Date and time work will be executed. 1.5 QUALIFICATIONS A. For surveying work, employ a land surveyor registered in California and acceptable to Architect/Engineer. Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained and experienced in collecting and recording accurate data relevant to ongoing construction activities, B. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in California. Employ only individual(s) trained and experienced in establishing and maintaining horizontal and vertical control points necessary for laying out construction work on project of similar size, scope and/or complexity. C. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in California. 1.6 PROJECT CONDITIONS A. Use of explosives is not permitted. B. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. C. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. D. Perform dewatering activities, as required, for the duration of the project. E. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. F. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. G. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. H. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1.7 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 3 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After City occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of City's activities. PART 2 PRODUCTS 2.1 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000 - Product Requirements. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 4 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.3 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify Architect/Engineer of any discrepancies discovered. C. Protect survey control points prior to starting site work; preserve permanent reference points during construction. D. Promptly report to Architect/Engineer the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect/Engineer. F. Utilize recognized engineering survey practices. G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Building foundation, column locations, ground floor elevations. H. Periodically verify layouts by same means. I. Maintain a complete and accurate log of control and survey work as it progresses. 3.4 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.5 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as indicated. 2. Report discrepancies to Architect/Engineer before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 5 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. E. Adapt existing work to fit new work: Make as neat and smooth transition as possible. F. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. G. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. H. Clean existing systems and equipment. I. Remove demolition debris and abandoned items from alterations areas and dispose of off- site; do not burn or bury. J. Do not begin new construction in alterations areas before demolition is complete. K. Comply with all other applicable requirements of this section. 3.6 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 6 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-complying work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents. H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated element. J. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.7 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.8 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 7 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible. 3.9 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.10 FINAL CLEANING A. Use cleaning materials that are nonhazardous. B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Clean filters of operating equipment. F. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.11 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion. C. Notify Architect/Engineer when work is considered ready for Architect/Engineer's Substantial Completion inspection. D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect/Engineer's Substantial Completion inspection. E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect/Engineer's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect/Engineer. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 8 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to City-occupied areas. G. Notify Architect/Engineer when work is considered finally complete and ready for Architect/Engineer's Substantial Completion final inspection. H. Complete items of work determined by Architect/Engineer listed in executed Certificate of Substantial Completion. End of Section 01 7000 RESTORATION OF IMPROVEMENTS 017135- 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 7135 RESTORATION OF IMPROVEMENTS PART 1 - GENERAL 1.1 Structures A. The Contractor shall carefully cut and or remove such existing structures, utilities, and improvements as required to complete the work, including but not limited to: curbs, gutters, pipelines, sidewalks and utility poles, as may be necessary for the performance of the work and shall rebuild the structures thus removed in as good a condition as found. The Contractor shall also repair existing structures or improvements, which may be damaged as a result of the work under this contract. 1.2 Roads and Streets A. Unless otherwise specified, roads and streets in which the surface is removed, broken, or damaged, or in which the ground has caved or settled during the work under this contract, shall be resurfaced and brought to the original grade and section by the Contractor. Roadways used by the Contractor shall be cleaned and repaired to local and State Standards. Before resurfacing material is placed, edges of pavements shall be trimmed back far enough to provide clean solid, saw-cut vertical faces, and shall be free of loose material. 1.3 Cultivated Areas and Other Surface Improvements A. Cultivated or planted areas and other surface improvements which are damaged by actions of the Contractor shall be restored to their original condition or better. B. Existing guard posts, barricades, and fences shall be protected and replaced if damaged. C. Special attention shall be given to avoid trees, bushes and shrubs not indicated for removal. 1.4 Protection of Existing Installations A. The Contractor shall immediately correct or replace existing equipment, controls or systems that are damaged as a result of his operations. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED End of Section 01 7135 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CLEANING 017410 - 1 09-16-2022 SECTION 017410 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Perform cleaning and disposal work as specified, complete. This Section forms a part of all other Sections of the specifications and shall be coordinated with such additional cleaning and disposal requirements as may be specified in other Sections. 1.2 GENERAL CLEANING REQUIREMENTS A. Contractor shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work, or the employees or work of any subcontractor and at the completion of the Work shall remove all rubbish from and about the building and all his and his subcontractors' tools, scaffolding and surplus materials and shall leave the work "broom clean", or its equivalent, except as hereinafter specified. B. In case of dispute between the Contractor and other contractors employed on or about the structure or structures upon which the work is to be done, as to responsibility for the removal of the rubbish, etc., or in case the debris is not promptly removed as herein required, the Owner may remove rubbish, etc., and backcharge the Contractor. C. Streets, alleys, and parking areas adjacent to project site shall be kept clean by sweeping or watering, from all dirt and debris generated from earthwork and other construction activities on the project site at all time. 1.3 CLEANING DURING CONSTRUCTION A. Keep Project area, city streets, and site clean and orderly to satisfaction of Owner. Remove dirt, debris, waste, rubbish and disused implements and equipment frequently and do not allow items to accumulate more than 24 hours. B. Control accumulation of waste, materials and rubbish; dispose of off-site at intervals approved by Owner. 1. Keep work and storage areas clean and free of rubbish; perform special protective and clean-up work within one day of being so notified by the Owner. 2. Do not store flammable or toxic materials in structures. C. Dispose of trash resulting from Work, off Owner's property as it accumulates; pay fees required for use of public dumps; burning on Owner's property is prohibited. Contractor shall arrange for their own refuse containers. D. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CLEANING 017410 - 2 09-16-2022 1.4 FINAL CLEANING A. In addition to the requirements specified above, Contractor shall thoroughly clean the inside and outside of the structures, (within contract limits) including all fixtures, equipment, walls, ceilings, floors and hardware. This shall include thorough cleaning of roofs, opening ledges and sills, horizontal projections, exterior steps and platforms, drainage systems, walkways, rails and other surfaces. B. Dust, dirt, stains, hand marks, paint spots, plaster droppings and like defects shall be completely removed from the surfaces. Metal surfaces shall be cleaned and polished, using only non-corrosive and non-abrasive materials. Ceramic surfaces shall be washed and glazed surfaces polished. C. Fixtures and Equipment: Plumbing fixtures and like items shall be cleaned and polished. Lighting fixtures shall be free of dust, dirt, stains, or waste material. Equipment and machinery shall be cleaned, serviced and left ready for use. D. Glass shall be washed and polished on both sides and left free of dirt, marks, labels or spots. E. Floors: Exposed surfaces of concrete floors and paving units of all types shall be washed and mopped dry, free of streaks or stains. Resilient flooring shall be freshly waxed and buffed as specified in the Specifications section. F. General Site: Sweep all paved areas and rake clean all landscaped surfaces. G. Final Inspection: Any deficient cleaning operations, as determined by the Owner, shall be immediately corrected as directed. 1.5 DISPOSAL A. Under no circumstances shall rubbish or waste material be disposed of in fill or backfill. All debris, rubbish and waste or surplus material shall be removed from the Owner's property daily and legally disposed of. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SECTION INCLUDES A. Administrative and procedural requirements for the following: 1. Salvaging non-hazardous demolition and construction waste. 2. Recycling non-hazardous demolition and construction waste. 3. Disposing of non-hazardous demolition and construction waste. 1.3 WASTE MANAGEMENT GOALS FOR THE PROJECT A. The Owner has established that this Project shall minimize the creation of construction and demolition waste on the job site. Contributing factors include over-packaging, ordering error, poor planning, improper storage, breakage, mishandling, and contamination. Recycle as many of the waste materials as economically feasible. Minimize waste sent to landfills. B. Diversion Goals: A minimum of 50% of total project waste shall be diverted from landfill. The following waste categories, at a minimum, shall be diverted from landfill through recycling or salvage: 1. Clean dimensional wood, pallet wood 2. Plywood, OSB, and particleboard 3. Concrete 4. Cardboard, paper, packaging 5. Metals 6. Paint 7. Plastics 8. Beverage containers C. Salvage may include donations of materials to charitable organizations. 1.4 PERFORMANCE GOALS A. Use sustainable or renewable materials. 1. Select Forest Stewardship Council (FSC) certified wood products for framing, flooring, finishes, furnishings and temporary construction applications such as bracing, concrete formwork and pedestrian barriers. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Select rapidly renewable materials that sustainably replenish themselves in a less than 10-year cycle (e.g. linoleum: cork and linseed). 3. Select materials that minimize damage to natural habitats. B. Use resources efficiently. 1. Reuse existing building materials from demolished buildings where possible. 2. Select materials that use resources efficiently. 3. Use construction practices that achieve the most efficient use of resources and materials. 4. Recycle minimum 50% (by weight) of construction, demolition and land-clearing debris. 5. Select recycled content materials (target is 20% of building materials that contain in aggregate a minimum average the post-consumer recycled content and 50% post-industrial recycled content). 6. Select materials that can be recycled at the end of their useful life (e.g. metal products, etc.). C. Use durable materials. 1. Select materials with the longest usable life. 2. Select materials with the least burdensome maintenance requirements. 1.5 SUBMITTALS A. Waste Management Plan: Within 1 week of contract award, the Contractor shall submit to the Owner a Waste Management Plan. The Plan shall contain the following: 1. Designation of the party who will implement the plan 2. Analysis of the estimated job-site waste to be generated, including types and quantities 3. Proposed Alternatives to Landfilling: a list of each material planned to be salvaged or recycled during the course of the Project and the proposed destination of each material B. Progress Reports: Submit bi-monthly, a Waste Management Progress Report. The report shall contain the following information: 1. Project title, name of company completing report, and dates of period covered by the report 2. Amount (in tons or cubic yards) of material landfilled from the Project and identity of the landfill 3. For each material recycled or salvaged from the Project, provide the following: a. Amount (in tons or cubic yards) b. Date(s) removed from the job site c. Receiving party d. Cost: Bin rental, hauling, and facility fees e. What was done with the material 4. Include legible copies of on-site logs, manifests, weight tickets, and receipts. Manifests shall be from recycling and/or disposal site operators who can legally accept the materials for the purpose of reuse, recycling, or disposal. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo C. Project Completion Report: 1. Submit a letter at project close out tabulating the total waste material, quantities diverted and the means by which diverted, and declaring that the waste management goal has been met. Calculations may be done by weight or volume, but must be consistent throughout. D. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. 1.6 PROJECT MEETINGS A. Waste management plans and implementation shall be discussed at the following meetings: 1. Pre-bid meeting 2. Pre-construction meeting 3. Regular job-site meetings 1.7 QUALIFIED CONSTRUCTION WASTE RECYCLING SERVICES A. Construction waste shall be delivered to appropriate, qualified recycling services PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION 3.1 WASTE MANAGEMENT PLAN IMPLEMENTATION A. Coordinate waste materials handling and separation for all trades, and document results of the Waste Management Plan. B. Provide separation, handling, transportation, recycling, salvage, and landfilling for all demolition and waste materials. C. Designate a specific area for separation of material for salvage and recycling. Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination or mixing materials. D. Maintain an on-site log, which includes for each load of materials removed from site: type of material, load volume and/or weight, recycling/hauling service, date accepted by recycling service or landfill, and facility fee. E. Do not handle, separate, store, salvage, or recycle hazardous materials with other materials. Follow material-specific instructions any hazardous materials. Contact Project Manager if no instructions are evident. F. Training: Train workers, subcontractors, and suppliers on proper waste management CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo procedures, as appropriate for the Work occurring at Project site. 1. Distribute waste management plan to everyone concerned within three days of submittal return. 2. Distribute waste management plan to entities when they first begin work on- site. Review plan procedures and locations established for salvage, recycling, and disposal. G. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. 2. Comply with Section 015000 for controlling dust and dirt, environmental protection, and noise control. 3.2 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Transport waste materials off Owner's property and legally dispose of them. END OF SECTION BSD - DEMOLITION 024100 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 02 4100 DEMOLITION PART 1 GENERAL 1.1 SECTION INCLUDES A. Building demolition. B. Selective demolition of built site elements. C. Salvage of built site elements. D. Abandonment and removal of existing utilities and utility structures. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor. C. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. D. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation. E. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring. F. Section 31 2323 - Fill: Fill material for filling holes, pits, and excavations generated as a result of removal operations. 1.3 REFERENCE STANDARDS A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition. B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.1 SCOPE A. Remove entire building structure as called for on plans. B. Remove paving and curbs as required to accomplish new work and as shown on plans. C. Within area of new construction, remove foundation walls and footings. D. Remove other items indicated, for salvage, relocation, and recycling. 3.2 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Comply with applicable requirements of NFPA 241. BSD - DEMOLITION 95% CONSTRUCTION DOCUMENTS 024100 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 4. Provide, erect, and maintain temporary barriers and security devices. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from City. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. D. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. E. If hazardous materials are discovered during removal operations, stop work and notify Architect/Engineer and City; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. F. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface. 3.3 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to City. E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to City. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 3.4 SALVAGE OF MATERIALS A. Historical Items 1. Any and all historical items found shall be carefully collected and returned to the City as stated in the Conditions of Approval. BSD - DEMOLITION 95% CONSTRUCTION DOCUMENTS 024100 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3.5 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. End of Section SELECTIVE STRUCTURE DEMOLITION 024119- 1 09-16-2021 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 02 4119 SELECTIVE STRUCTURE DEMOLITION PART 1 GENERAL 1.1 SECTION INCLUDES A. Building demolition excluding removal of hazardous materials and toxic substances. B. Selective demolition of built site elements. C. Selective demolition of building elements for alterations purposes. 1.2 RELATED SECTIONS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor. C. Section 01 5000 - Construction Facilities and Temporary Controls: Site fences, security, protective barriers, and waste removal. D. Section 01 5713 - Temporary Erosion and Sediment Control. E. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation. F. Section 01 7135 - Restoration of Improvements 1.3 PROJECT CONDITIONS A. Minimize production of dust due to demolition operations; do not use water if that will result in sedimentation of public waterways or storm sewers, or other pollution. PART 3 EXECUTION 2.1 SCOPE A. Remove the entire building structure as called for on plans. B. Verify that affected utilities have been disconnected and capped before commencing selective demolition operations. C. Review Project Record Documents of existing construction or existing conditions. D. Verify that hazardous materials have been remediated before proceeding with building demolition operations. E. Survey of Existing Conditions: Record existing conditions with measured drawings or preconstruction photographs. F. Remove other items indicated, for salvage, relocation, and recycling. 2.2 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Comply with applicable requirements of NFPA 241. SELECTIVE STRUCTURE DEMOLITION 95% CONSTRUCTION DOCUMENTS 024119- 2 06-08-2021 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 4. Provide, erect, and maintain temporary barriers and security devices. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from City. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. D. If hazardous materials are discovered during removal operations, stop work and notify Architect/Engineer and City; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. E. Perform demolition in a manner that maximizes salvage and recycling of materials. 1. Dismantle existing construction and separate materials. 2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse. 2.3 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to City. E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to City. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 2.4 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. SELECTIVE STRUCTURE DEMOLITION 95% CONSTRUCTION DOCUMENTS 024119- 3 06-08-2021 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Report discrepancies to Architect/Engineer before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. If rotted wood, corroded metals, or deteriorated masonry or concrete are uncovered in the work not indicated to be removed, notify Architect/Engineer and City. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as indicated. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. 4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work 2.5 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Remove from site all materials not to be reused on site. C. Leave site in clean condition, ready for subsequent work. D. Clean up spillage and wind-blown debris from public and private lands. End of Section BSD – SITE CLEARING 311000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 31 1000 SITE CLEARING PART 1 GENERAL 1.1 SECTION INCLUDES A. Clearing and protection of vegetation. B. Removal of existing debris. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. C. Section 01 7419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling. D. Section 02 4100 - Demolition: Removal of built elements and utilities. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.1 SITE CLEARING A. Minimize production of dust due to clearing operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. 3.2 EXISTING UTILITIES AND BUILT ELEMENTS A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Protect existing structures and other elements that are not to be removed. 3.3 VEGETATION A. Scope: Remove trees, shrubs, brush, and stumps as shown in the Landscape tree plan. B. Do not begin clearing until vegetation to be relocated has been removed. C. Do not remove or damage vegetation beyond the limits indicated on drawings. D. Install substantial, highly visible fences at least 3 feet high to prevent inadvertent damage to vegetation to remain: 1. At vegetation removal limits. 2. Around trees to remain within vegetation removal limits; locate no closer to tree than at the drip line. E. Vegetation Removed: Do not burn, bury, landfill, or leave on site, except as indicated. 1. Chip, grind, crush, or shred vegetation for mulching, composting, or other purposes; preference should be given to on-site uses. BSD – SITE CLEARING 95% CONSTRUCTION DOCUMENTS 031100 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Trees: Sell if marketable; if not, treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches. 3. Existing Stumps: Treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches. 4. Sod: Re-use on site if possible; otherwise sell if marketable, and if not, treat as specified for other vegetation removed. 5. Fill holes left by removal of stumps and roots, using suitable fill material, with top surface neat in appearance and smooth enough not to constitute a hazard to pedestrians. F. Restoration: If vegetation outside removal limits or within specified protective fences is damaged or destroyed due to subsequent construction operations, replace at no cost to City. 3.04 DEBRIS A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. End of Section TEMPORARY BMP’S AND EROSION CONTROL 312300 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 8 Section 31 2300 TEMPORARY BMP’S AND EROSION CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Provide and implement Temporary BMP's. B. Prevention of erosion due to construction activities. C. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. D. Restoration of areas eroded due to insufficient preventive measures. E. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007. B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2009). C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2008. E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; current edition. 1.4 PERFORMANCE REQUIREMENTS A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2009-009-DWQ Construction General Permit (CGP) and it's amendments, whether the project is required by law to comply or not. B. Also comply with all more stringent requirements of State of California Erosion and Sedimentation Control Manual. C. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less. 2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years. D. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project. 1. Control movement of sediment and soil from temporary stockpiles of soil. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. E. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soil from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements. 4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. F. Open Water: Prevent standing water that could become stagnant. G. Maintenance: Maintain temporary preventive measures until permanent measures have been established. 1.5 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. PART 2 PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure. 4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D4632. 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632. 6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Silt Fence Posts: One of the following, minimum 5 feet long: 1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot. 2. Softwood, 4 by 4 inches in cross section. 3. Hardwood, 2 by 2 inches in cross section. E. Fiber Rolls: 9" Diameter wheat, encased in jute netting, or an approved equal. F. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 10 feet, minimum. 2. Length: 25 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences or straw wattles. 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the toe of cut slopes and fill slopes. c. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Gravel bags oriented to filter sediments from the direction of flows. 2. Premanufactured sedimentation rolls/socks placed per the manufacturer's recommendations for storm drain inlet protection procedures. E. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. F. Temporary Seeding: Use where temporary vegetated cover is required. G. Good housekeeping procedures as required by the General Permit. H. Specified material delivery and storage area with adequate containment measures, as required in the General Permit. I. Concrete waste cleanout measures as required by the General Permit. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo J. Maintenance of Best Management Practices as required by the General Permit. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 7. Fasten fabric to wood posts using one of the following: a. Four 3/4 inch diameter, 1 inch long, 14 gage nails. b. Five 17-gage staples with 3/4 inch wide crown and 1/2 inch legs. 8. Fasten fabric to steel posts using wire, nylon cord, or integral pockets. 9. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Straw Wattles: 1. Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill. 2. Install bales so that bindings are not in contact with the ground. 3. Embed bales at least 4 inches in the ground. 4. Anchor bales with at least four stakes per bale, driven at least 18 inches into the ground; drive first stake in each bale toward the previously placed bale to force bales together. 5. Fill gaps between ends of bales with loose straw wedged tightly. 6. Place soil excavated for trench against bales on the upslope side of the row, compacted. 7. Install Wattles per the Manufacturer's recommendations. D. Mulching Over Small and Medium Areas: 1. Dry Straw and Hay: Apply 4 to 6 inches depth. 2. Wood Waste: Apply 2 to 3inches depth. 3. Erosion Control Matting: Comply with manufacturer's instructions. E. Temporary Seeding: 1. When hydraulic seeder is used, seedbed preparation is not required. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate. 3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft. 4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft. 5. Incorporate fertilizer into soil before seeding. 6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep. 7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion. 8. Repeat irrigation as required until grass is established. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Straw Wattles: 1. Promptly replace bales that fall apart or otherwise deteriorate unless need has passed. 2. Remove silt deposits that exceed one-half of the height of the bales. 3. Repair bale rows that are undercut by runoff or otherwise damaged, whether by runoff or other causes. E. Clean out temporary sediment control structures weekly and relocate soil on site. F. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section STORM WATER POLLUTION PREVENTION 312301 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 31 2301 STORM WATER POLLUTION PREVENTION PART 1 GENERAL 1.1 SECTION INCLUDES A. Implement approved SWPPP (Storm Water Pollution Prevention Plan), uploaded to SMARTS (Stormwater Multi-Application & Reports Tracking System). B. Coordination with the City’s QSP (Qualified SWPPP Practitioner) C. Implement the approved SWPPP (Storm Water Pollution Prevention Plan) D. Provide, implement and maintain Temporary BMP's as shown on the Erosion Control Plan in the drawings. E. Prevention of erosion due to construction activities. F. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. G. Restoration of areas eroded due to insufficient preventive measures. H. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007. B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2009). C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2008. E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; current edition. 1.4 PERFORMANCE REQUIREMENTS A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2009-009-DWQ Construction General Permit (CGP) and it's amendments. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo B. Contractor shall coordinate and schedule with the City to have the Cityt's hired Qualified SWPPP Practitioner, (QSP), onsite during construction as required by the General Permit. C. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits. 1. Obtain and pay for permits and provide security required by authority having jurisdiction. 2. City will withhold payment to Contractor equivalent to all fines resulting from non- compliance with applicable regulations. D. Provide to City a Performance Bond covering erosion and sedimentation preventive measures only, in an amount equal to 100 percent of the cost of erosion and sedimentation control work. E. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs. F. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. 1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less. 2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years. G. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project. 1. Control movement of sediment and soil from temporary stockpiles of soil. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. H. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soil from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements. 4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. I. Open Water: Prevent standing water that could become stagnant. J. Maintenance: 1. Maintain temporary preventive measures until permanent measures have been established. 2. Address any issues or deficiencies identified during the QSP's site inspections in a timely manner. 1.5 SUBMITTALS A. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PART 2 PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure. 4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D4632. 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632. 6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533. 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Silt Fence Posts: One of the following, minimum 5 feet long: 1. Hardwood, 2 by 2 inches in cross section. E. Fiber Rolls: 12" Diameter wheat, encased in jute netting, or an approved equal. F. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 10 feet, minimum. 2. Length: 25 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences or straw wattles. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the toe of cut slopes and fill slopes. c. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Gravel bags oriented to filter sediments from the direction of flows. 2. Premanufactured sedimentation rolls/socks placed per the manufacturer's recommendations for storm drain inlet protection procedures. E. Soil Stockpiles: Protect using one of the following measures: 1. Cover with polyethylene film, secured by placing soil on outer edges. 2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay. F. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. G. Good housekeeping procedures as required by the General Permit. H. Specified material delivery and storage area with adequate containment measures, as required in the General Permit. I. Concrete waste cleanout measures as required by the General Permit. J. Maintenance of Best Management Practices as required by the General Permit. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 7. Fasten fabric to wood posts using one of the following: a. Four 3/4 inch diameter, 1 inch long, 14 gage nails. b. Five 17-gage staples with 3/4 inch wide crown and 1/2 inch legs. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 8. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Mulching Over Small and Medium Areas: 1. Dry Straw and Hay: Apply 4 to 6 inches depth. 2. Wood Waste: Apply 2 to 3inches depth. 3. Erosion Control Matting: Comply with manufacturer's instructions. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Clean out temporary sediment control structures weekly and relocate soil on site. E. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan prepared for City of San Luis Obispo Public Works Department 919 Palm Street San Luis Obispo, California 93401 prepared by Rincon Consultants, Inc. 1530 Monterey Street, Suite D San Luis Obispo, California 93401 June 2022 Please cite this report as follows: Montgomery, Courtney, Ashley Losco, Ken Victorino, Christopher Duran, Christopher Bersbach, and Shawn Decker 2022 Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan, San Luis Obispo County, California. Rincon Consultants Project No. 22-12836. Report on file at Rincon Consultants, Inc. 180 North Ashwood Avenue Ventura, California 93001 Table of Contents Phase 1B & Phase 2 Mitigation and Monitoring Plan i Table of Contents 1 Introduction ....................................................................................................................................1 Project Location and Description ..................................................................................... 10 Environmental Resource Sensitivity .................................... Error! Bookmark not defined. 2 Plan Check Requirements ............................................................................................................ 15 3 Monitoring Requirements ........................................................................................................... 21 4 Archaeological Testing Requirements ......................................................................................... 24 5 Resource Discovery Plan .............................................................................................................. 25 Discovery of Archaeological Resources ........................................................................... 25 Discovery of Human Remains .......................................................................................... 26 Discovery of Paleontological Resources .......................................................................... 26 6 Reporting of Monitoring Results and Curation Finds .................................................................. 27 Reporting of Archaeological Monitoring Results ............................................................. 27 Curation of Archaeological Finds ..................................................................................... 27 Reporting of Paleontological Monitoring Results ............................................................ 27 Curation of Paleontological Resources ............................................................................ 28 7 References ................................................................................................................................... 29 Figures Figure 1 Project Location Depicted on Topographic Background ................................................. 11 City of San Luis Obispo Cultural Arts District Parking Structure Project ii This page intentionally left blank. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 1 1 Introduction Rincon Consultants, Inc. (Rincon) was retained by the City of San Luis Obispo (City) to provide Mitigation Monitoring and Reporting Program (MMRP) compliance services in support of Phase 1B and Phase 2 of the Cultural Arts District Parking Structure Project (formerly known as the Palm Nipomo Parking Structure) in San Luis Obispo, California. The Mitigation and Monitoring Plan (MMP) will address the details, timing, and responsibility of all required mitigation monitoring activities. The current Phase 1A of the Cultural Arts District Parking Structure Project (project) consists of undergrounding existing dry utilities in preparation for the main phases of construction. Phase 1B consists of demolition and site preparation and Phase 2 consists of construction of the parking structure and surrounding site improvements. Phase 1B and Phase 2 are subject to mitigation requirements outlined in the Final EIR for the Palm Nipomo Parking Structure Project adopted by the City Council in July 2018 (2018 Final EIR; City of San Luis Obispo 2018). The City intends to submit for building permit approval for all project phases in June 2022 and intends to commence Phase 1B in early 2023 and Phase 2 in Fall 2023. This MMP was prepared by Rincon Consultants, Inc. (Rincon) in compliance with the Mitigation Monitoring and Reporting Program prepared in support of the 2018 Final EIR for the Palm Nipomo Parking Structure Project. The Mitigation Monitoring and Reporting Program includes the following mitigation measures for Aesthetics, Air Quality, Biological Resources, Cultural Resources, Geology and Soils, Hazards and Hazardous Materials, Historic Resources, Noise, Paleontological Resources, and Transportation: AESTHETICS/VISUAL RESOURCES 1. Prior to issuance of building permits, the applicant shall prepare and submit a comprehensive lighting plan for Architectural Review Committee review and approval. The lighting plan shall be consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall address all aspects of the lighting, including but not limited to all buildings, infrastructure, driveways, paths, plazas, safety, and signage. The lighting plan must include identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting, and a photometric map must be provided. The lighting plan shall include the following: a. The point source of all exterior lighting shall be shielded from offsite views b. Light trespass from exterior lights shall be minimized by directing light downward and utilizing cut-off fixtures or shields c. Lumination from exterior lights shall be the lowest level allowed by public safety standards d. Exterior lighting shall be designed to not focus illumination onto exterior walls e. Any signage visible from offsite shall not be internally laminated City of San Luis Obispo Cultural Arts District Parking Structure Project 2 2. To minimize impacts on residential development in proximity to the project site, roof and building materials shall be non-reflective, and shall be muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. AIR QUALITY 3. Construction projects shall implement the following dust control measures so as to reduce PM10 emissions in accordance with San Luis Obispo Air Pollution Control District (SLOAPCD) requirements. ▪ Reduce the amount of the disturbed area where possible ▪ Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible ▪ All dirt stock pile areas shall be sprayed daily as needed ▪ Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities ▪ Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established ▪ All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD ▪ All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used ▪ Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site ▪ All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114 ▪ Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site ▪ Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible ▪ All of these fugitive dust mitigation measures shall be shown on grading and building plans ▪ The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 3 such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. 4. The following standard air quality mitigation measures shall be implemented during construction activities at the project site: ▪ Maintain all construction equipment in proper tune according to manufacturer’s specifications ▪ Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road) ▪ Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation ▪ Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation ▪ Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance ▪ All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit ▪ Diesel idling within 1,000 feet of sensitive receptors is not permitted ▪ Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors ▪ Electrify equipment when feasible ▪ Substitute gasoline-powered in place of diesel-powered equipment, where feasible ▪ Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel 5. The following BACT for diesel-fueled construction equipment shall be implemented during construction activities at the project site, where feasible: ▪ Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible ▪ Repower equipment with the cleanest engines available ▪ Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) 6. To reduce ROG and NOX levels during the architectural coating phase, low or no VOC- emission paint shall be used with levels of 50 g/L or less. City of San Luis Obispo Cultural Arts District Parking Structure Project 4 BIOLOGICAL RESOURCES 7. To avoid disturbance of nesting and special-status birds, activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition shall occur outside of the bird breeding season (typically February through August in the project region). If construction must begin within the breeding season, then a pre-construction nesting bird survey shall be conducted no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. The survey shall be conducted by a biologist familiar with the identification of avian species known to occur in the area. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated by the biologist with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary. All construction personnel shall be notified as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the avian biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL RESOURCES 8. A qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Standards for professional archaeology (hereafter qualified archaeologist), shall be retained to carry out all mitigation measures related to archaeological resources. 9. Mitigation of archaeological resources within the project area shall follow the Consolidated Approach as outlined in the City of San Luis Obispo Archaeological Resource Preservation Program Guidelines. The Consolidated Approach shall include (1) the preparation of a Research Design and Mitigation Plan prepared by the qualified archaeologist and submitted for written approval to the City’s Community Development Director (Director), which shall include but not be limited to the research design, laboratory and field methods, public interpretation, and location of curation; (2) monitoring of demolition and clearing of pavement within the project area; (3) fieldwork after the removal of pavement consisting of a Phase I inventory, Phase 2 Testing and Evaluation, and Phase 3 Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; (4) the completion of special studies, such as faunal analysis, if appropriate, and the curation of recovered artifacts; and (5) the completion of a technical report documenting the results of the consolidated approach prepared in accordance with current professional standards and submitted to the Director. 10. An archaeological monitor shall be present for all project-related ground-disturbing construction activities. The monitor(s) shall be onsite on a full-time basis during earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 5 11. In the event that cultural resources are encountered during the implementation of Mitigation Measures 9 or 10, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and the testing plan outlined under Mitigation Measure 9. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the City GEOLOGY AND SOILS 12. Once the final maximum loads of the project have been determined, a design-level geotechnical report shall be prepared that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. Recommendations could include, but are not limited to the following: ▪ Use imported non-expansive materials combined with pre-moistening of the soils to provide protection for slabs and flatwork ▪ Provide a layer of non-expansive material 18 to 24 inches thick ▪ Use post-tensioned slabs-on-grade ▪ Implement shoring methods, such as shotcrete-faced soil nail walls, tangent drilled caissons, whaler-braced retaining walls, and steel I-beam and lagging walls ▪ Use over-excavation and recompaction ▪ Utilize a deep foundation system, such as caissons or rammed aggregate piers ▪ A certified soils engineer shall be retained for monitoring during construction of the project. The certified soils engineer shall also provide any necessary soil testing during construction, to ensure compliance with the design-level geotechnical report, and to provide site-specific guidance as subsurface materials are encountered. HAZARDS AND HAZARDOUS MATERIALS 13. Prior to issuance of grading permits, additional soil samples testing for total petroleum hydrocarbons shall be performed. A work plan shall be completed to address the sampling protocols to be followed, as well as the number of samples to be taken and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation, contaminated materials shall be remediated either prior to or concurrent with construction. Remediation shall generally include a management plan which establishes design and implementation of remediation. Cleanup may include excavation, disposal, bio-remediation, or any other City of San Luis Obispo Cultural Arts District Parking Structure Project 6 treatment of conditions subject to regulatory action. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be remediated under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency. The remediation program shall also be approved by the San Luis Obispo Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation, the environmental consultant shall prepare a report summarizing the project, the remediation approach implemented, and the analytical results after completion of the remediation, including all waste disposal or treatment manifests. HISTORICAL RESOURCES 14. Impacts to historical resources shall be minimized through the preparation of archival historic building documentation packages for both 610 and 614 Monterey Street. Prior to issuance of demolition permits, the City of San Luis Obispo shall ensure that documentation of both properties is completed in the form of a Historic American Building Survey (HABS)-Like documentation that shall comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall generally follow the HABS Level III requirements and include high- quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed for both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. NOISE 15. Construction vehicles and haul trucks shall utilize roadways which avoid residential neighborhoods and sensitive receptors where possible. The applicant shall submit a proposed construction vehicle and hauling route for City review and approval prior to grading/building permit issuance. The approved construction vehicle and hauling route shall be used for all construction vehicles and hauling trips during the duration of construction. 16. Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 7 17. For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include: ▪ Sound blankets on noise-generating equipment Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25. ▪ All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers ▪ For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities ▪ Electrical power shall be used to power air compressors and similar power tools ▪ The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day) ▪ Temporary sound barriers shall be constructed between construction sites and affected uses 18. The contractor shall inform residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. Proof of mailing the notices shall be provided to the Community Development Department before the City issues a zoning clearance. Signs shall be in place before beginning of and throughout grading and construction activities. Noise-related complaints shall be directed to the City’s Community Development Department. 19. Prior to the issuance of grading permits, the City of San Luis Obispo shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. PALEONTOLOGICAL RESOURCES 20. A qualified project paleontologist, defined as a paleontologist who meets the standards of the SVP (2010), shall be retained to carry out all mitigation measures related to paleontological resources. 21. Prior to the start of construction, the project paleontologist or his or her designee shall conduct training for construction personnel regarding the appearance of fossils and the procedures for notifying paleontological staff should fossils be discovered by construction staff. The WEAP shall be fulfilled at the time of a preconstruction meeting at which a qualified paleontologist shall attend. City of San Luis Obispo Cultural Arts District Parking Structure Project 8 22. Ground-disturbing construction activities (including grading, trenching, foundation work, and other excavations) in previously undisturbed sediments that exceed 10 feet in depth shall be monitored on a full-time basis during initial ground disturbance. Monitoring shall be conducted by a qualified paleontological monitor, who is defined as an individual who has experience with collection and salvage of paleontological resources and meets the minimum standards of the SVP (2010). The duration and timing of the monitoring will be determined by the project paleontologist and the location and extent of proposed ground disturbance. If the project paleontologist determines that full-time monitoring is no longer warranted, based on the specific geologic conditions at the surface or at depth, the project paleontologist may recommend that monitoring be reduced to periodic spot-checking or cease entirely. Monitoring is not necessary in artificial fill or for activities that do not reach 10 feet in depth. 23. In the event of a fossil discovery by the paleontological monitor or construction personnel, all work in the immediate vicinity of the find shall cease. The project paleontologist shall evaluate the find before restarting construction activity in the area. If it is determined that the fossil(s) is (are) scientifically significant, the project paleontologist shall complete the following conditions to mitigate impacts to significant fossil resources: a. Salvage of Fossils. The project paleontologist (or paleontological monitor) shall recover significant fossils following standard field procedures for collecting paleontological resources, as described by the SVP (2010). Typically, fossils can be safely salvaged quickly by a single paleontologist and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. In this case the paleontologist shall have the authority to temporarily direct, divert or halt construction activity to ensure that the fossil(s) can be removed in a safe and timely manner. b. Preparation and Curation of Recovered Fossils. Once salvaged, significant fossils shall be identified to the lowest possible taxonomic level, prepared to a curation- ready condition, and curated in a scientific institution with a permanent paleontological collection (such as the University of California Museum of Paleontology), along with all pertinent field notes, photos, data, and maps. Fossils of undetermined significance at the time of collection may also warrant curation at the discretion of the project paleontologist. TRANSPORTATION 24. Prior to the issuance of each building permit, the construction contractor shall meet with the Public Works department to determine traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. The construction contractor will develop a Construction Traffic Management Plan for review and approval by the Public Works department. The plan shall include at least the following items and requirements: ▪ A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 9 required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes. ▪ Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur. ▪ Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site). ▪ Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant. ▪ Temporary construction fences to contain debris and material and to secure the site. ▪ Provisions for removal of trash generated by project construction activity. ▪ A process for responding to and tracking complaints pertaining to construction activity. ▪ Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. It is anticipated that this Construction Traffic Management Plan would be developed in the context of a larger Construction Management Plan, which would address other issues such as hours of construction onsite, limitations on noise and dust emissions, and other applicable items. 25. Subject to approval of the Public Works Director, the City shall incorporate improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street to enhance pedestrian safety and accessibility. The improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of each mode of use. At a minimum the project should consider: ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure. ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street. ▪ Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street. ▪ Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. City of San Luis Obispo Cultural Arts District Parking Structure Project 10 If the Community Development Director or hearing body determines that the above mitigation measures are ineffective or physically infeasible, they may add, delete, or modify the mitigation to meet the intent of the original measures. This MMP serves to comply, in part, with these mitigation measures by providing the standards and methods for monitoring to occur during project implementation. This document outlines the steps to be taken during unanticipated discoveries to mitigate potential significant impacts and provides methods for determining if and when monitoring may be reduced or eliminated during the course of project execution. Project Location and Description The project would remove of an existing 77-space surface parking lot and five existing residential structures, and construct a five-level parking structure, commercial space, and non-profit theater on five parcels, identified as Assessor’s Parcel Numbers (APNs) 002-412-001, 002-412-002, 002-412- 003, 002-412-004, 002-412-011, and 002-412-012. Main vehicular access to the structure would be from Palm Street, with secondary access from Nipomo Street. Vehicle access would not be provided from Monterey Street, but a direct pedestrian connection would be provided from the structure to Monterey Street. The parking structure’s maximum height would be 50 feet, excluding elevator towers. The maximum height of the commercial space would be 41 feet above existing grade. The theater would be a three-story structure with a gross floor area of roughly 23,841 square feet. The maximum height of the theater would be approximately 43 feet above existing grade. Section 2.5, Project Characteristics, of the 2018 Final EIR provides a detailed description of the project. The project site is depicted on the San Luis Obispo, California United States Geological Survey (USGS) 7.5-minute topographic map (Figure 1). The project area is bounded on the northwest by Palm Street, on the southwest by Nipomo Street, on the southeast by Monterey Street, and on the northeast by existing residential development. Environmental Resource Sensitivity AESTHETICS/VISUAL RESOURCES BACKGROUND The project site is located in the northwestern portion of the City’s designated Downtown Planning Area, adjacent to the Downtown Core. The majority of the project site and adjacent parcels to the east, south, and west are located within the City’s Downtown Historic District, which affects its visual context along Monterey and Nipomo Streets. Because of the project site’s location in a developed urban area, views of the project site are generally limited, with long-range views blocked by existing development or vegetation. The utility poles and wires that surround and cross over the site are another dominant visual feature of the project site. Elevations onsite range from 190 and 206 feet above mean sea level, and slopes are generally toward the northwest. AIR QUALITY BACKGROUND The South Coast Air Basin is in non-attainment for particulate matter (PM10), and the work area is located within 1,000 feet of sensitive receptors, including Mission College Preparatory Academy, existing residential units, and San Luis Obispo Children’s Museum). In accordance with the standards of the San Luis Obispo Air Pollution Control District CEQA Handbook standard mitigation measures Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 11 Figure 1 Project Location Depicted on Topographic Background City of San Luis Obispo Cultural Arts District Parking Structure Project 12 are required during construction of the proposed utility improvements to reduce potential air quality impacts below applicable thresholds of significance. BIOLOGICAL BACKGROUND The project site is currently developed with a surface parking lot, one detached garage, and five residences, and is surrounded by urban land uses. The site does not provide suitable habitat for wildlife or sensitive plant or animal species, or any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service. However, trees on the site may support nesting birds protected under the Migratory Bird Treaty Act. The federal Migratory Bird Treaty Act (16 United States Code Section 703-711) protects all migratory birds, their nests and eggs against take, possession, or destruction. The MBTA was enacted in 1918 and is enforced by the U.S. Fish and Wildlife Service. Abiding by the MBTA requires that active nests be avoided. CULTURAL BACKGROUND The current project is located in the City of San Luis Obispo in close proximity to the Mission San Luis Obispo de Tolosa. In 2018, the City conducted an environmental impact report to determine the potential environmental impacts for the Palm Nipomo Parking Structure Project (City of San Luis Obispo 2018). As part of this analysis the City determined that the current project site was within an archaeologically sensitive area; however, all portions of the project site are developed with hardscaping and likely disturbed due to previous development. As such, a pedestrian survey or archaeological testing was infeasible. Given the project is within areas determined to be sensitive for archaeological resources and in accordance with the City’s Archaeological Resource Preservation Program Guidelines, the project required archaeological monitoring during project-related ground disturbing activities to mitigate potential impacts to cultural resources (City of San Luis Obispo 2018; City of San Luis Obispo 2009). GEOLOGY/SOILS BACKGROUND The site is relatively flat with no significant slopes on or immediately adjacent to the site, and is not subject to geological hazards including landslides and slope instability. The soils consist of alluvial sediments overlying bedrock, with a potential for expansion. The soils are comprised of laterally discontinuous zones of sandy clay, clay, and clayey gravel extending to depths of 25 to 40 feet below the surface. HAZARDS AND HAZARDOUS MATERIALS BACKGROUND A hazardous materials assessment for the project site was prepared in April 2011 by Earth Systems Pacific. Based on the results of a government database records search, the project site is not included on a list of hazardous material sites compiled pursuant to Government Code Section 65962.5. Archived documents at the City of San Luis Obispo Fire Department indicate that the previous use of the site as a welding/automobile repair shop contained several areas of oil-stained soil, a dry well, and a hydraulic lift. It is unknown whether or not soil sampling was conducted at the time of removal of these features and there is a potential that these or other undocumented buried features would be encountered during excavation. Furthermore, soil samples taken in 2005 at three and four feet indicate the presence of total petroleum hydrocarbons in quantities that exceed City of San Luis Obispo Fire Department action levels. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 13 HISTORICAL RESOURCES BACKGROUND The project site is partially located within the locally designated City of San Luis Obispo Downtown Historic District (historic district). The historical resources analysis conducted as part of the 2018 Final EIR indicated the presence of two properties in the project site that contribute to the historic district, 610 and 614 Monterey Street; 614 Monterey Street has also been found individually eligible for historical designation. Due to their designation as contributors to the historic district, and in the case of 614 Monterey Street, its local eligibility, these properties are considered historical resources under CEQA and would be demolished by the project. The 2018 Final EIR determined that, due to the demolition of 610 and 614 Monterey Street, impacts to historical resources as a result of the project would be significant and unavoidable. However, implementation of Mitigation Measure CR-1 is required to reduce impacts to historical resources to the greatest extent possible. In addition to the direct impacts discussed above, the 2018 Final EIR analyzed the potential indirect impacts to historical resources associated with the project, in particular to the locally-designated Hays-Lattimer Adobe and Harmony Creamery. The 2018 Final EIR concluded that although the project would negatively affect the historic integrity of the Hays-Lattimer Adobe and Harmony Creamery, both would retain their ability to convey their significance and therefore, indirect impacts would therefore be less than significant. Therefore, no mitigation additional mitigation is required. NOISE BACKGROUND The primary noise sources in the project area are from U.S. 101, light vehicle traffic along Palm Street, Nipomo Street, and Monterey Street, and occasional noise from the Mission College Preparatory school athletic field. Noise-sensitive receptors closest to the project site include the following: single- and multi-family residential units adjacent to the northeast project boundary; the San Luis Obispo Children’s Museum located across Monterey Street, approximately 50 feet from the southeast project boundary; the Reis Family Mortuary across Nipomo Street, approximately 50 feet from the western project boundary; residential suites on the second story of the mixed-use development on the south corner of the intersection of Dana Street and Nipomo Street, approximately 60 feet from the southern project boundary; single-family residences located across Nipomo Street, approximately 90 feet from the western project boundary; and the Mission College Preparatory school athletic field across Palm Street, approximately 75 feet from the northwest project boundary. PALEONTOLOGICAL BACKGROUND The project site and surrounding region was mapped at a scale of 1:24,000 by Dibblee and Minch (2004), who identified a single geologic unit, Quaternary alluvium, underlying the project site. A geotechnical report for the project found alluvium at the surface or below the artificial fill, reaching a depth of 25 to 44 feet (Earth Systems Pacific 2011). Early Holocene and Pleistocene alluvial sediments have produced scientifically significant fossils throughout California, including San Luis Obispo County, yielding taxa such as mammoth (Mammuthus), mastodon (Mammut), horse (Equus), bison (Bison), camel (Camelops), ground sloth (Paramylodon), and rodent (Sciuridae) (Jefferson et al. 1992; Jefferson 2010; Paleobiology Database 2022; University of California Museum of Paleontology 2022). City of San Luis Obispo Cultural Arts District Parking Structure Project 14 TRANSPORTATION BACKGROUND Regional access to the project site is provided by U.S. 101, located west and north of the study area, and Highway 1, which coincides with and is designated Santa Rosa Street (north of U.S. Highway 101) near the project site. All of the study area roadways are classified as Local Commercial streets in the City’s General Plan Circulation Element. Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 15 2 Plan Check Requirements The following outlines the mitigation requirements that shall be reflected on final plans and/or project specifications. 1. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall confirm Architectural Review Committee review and approval of a comprehensive lighting plan consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall include: ▪ Identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting ▪ A photometric map ▪ Shielding of point sources of all exterior lighting from offsite views ▪ Directing light downward and cut-off fixtures or shields ▪ Lumination from exterior lights at the lowest level allowed by public safety standards ▪ Exterior lighting design that does not focus illumination onto exterior walls ▪ No internal illumination of any signage visible from offsite 2. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall review the final building plans to verify that roof and building materials are non-reflective, and are muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. 3. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review the final grading plans to verify the following air quality mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): FUGITIVE DUST CONTROL REQUIREMENTS ▪ Reduce the amount of the disturbed area where possible ▪ Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible ▪ All dirt stock pile areas shall be sprayed daily as needed ▪ Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities City of San Luis Obispo Cultural Arts District Parking Structure Project 16 ▪ Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established ▪ All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD ▪ All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used ▪ Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site ▪ All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114 ▪ Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site ▪ Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible ▪ All of these fugitive dust mitigation measures shall be shown on grading and building plans ▪ The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. STANDARD CONTROL MEASURES FOR CONSTRUCTION EQUIPMENT ▪ Maintain all construction equipment in proper tune according to manufacturer’s specifications ▪ Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road) ▪ Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation ▪ Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation ▪ Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 17 ▪ All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit ▪ Diesel idling within 1,000 feet of sensitive receptors is not permitted ▪ Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors ▪ Electrify equipment when feasible ▪ Substitute gasoline-powered in place of diesel-powered equipment, where feasible ▪ Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel BEST AVAILABLE CONTROL TECHNOLOGY (BACT) FOR CONSTRUCTION EQUIPMENT ▪ Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible ▪ Repower equipment with the cleanest engines available ▪ Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) ARCHITECTURAL COATING ▪ Low or no VOC-emission paint shall be used with levels of 50 g/L or less 4. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review and approve a design-level geotechnical report that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. 5. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review the grading and building final plans to verify all geotechnical improvements to onsite soils, the foundation, and parking structure identified in the approved design-level geotechnical report are reflected on final grading and building plans. 6. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review and approve a work plan for soil sample testing for site associated potential constituents of concern including metals, polycyclic aromatic hydrocarbons, and total petroleum hydrocarbons. The work plan shall address the sampling protocols to be followed, the number of samples to be taken, and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation or other special handling, contaminated materials shall be remediated either prior to or concurrent with construction. Impacted soil not requiring remediation would be excavated, stored, transported, and disposed City of San Luis Obispo Cultural Arts District Parking Structure Project 18 following a lead oversight agency approved soil management plan. If remediation of soil impacts beyond the planned area of excavation is warranted, a remedial action plan may be required. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be properly managed under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency (likely San Luis Obispo County Public Health Environmental Health Services Division). Permitting for the excavation of contaminated soil may also be required from the San Luis Obispo Air Pollution Control District. The remediation or soil management program shall also be approved by the San Luis Obispo City Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation or soil management activities, the environmental consultant shall prepare a report summarizing the project, the remediation approach or soil management implemented, and the analytical results, including all waste disposal or treatment manifests. The remediation or management of impacted soil can be performed concurrently with excavation for project construction. HAZWOPER certified workers may be required. 7. Prior to issuance of demolition permits the Community Development Director or other City compliance monitor shall review and approve archival historic building documentation packages for both 610 and 614 Monterey Street that comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall follow the Historic American Building Survey (HABS) Level III requirements and include high-quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. 8. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review and approve a construction vehicle and hauling route that shall be used for all construction vehicles and hauling trips during the duration of construction. (This measure may be developed in the context of a larger Construction Management Plan.) 9. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the final grading and building plans to verify the following noise mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): CONSTRUCTION WORK HOURS ▪ Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 19 lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. CONSTRUCTION EQUIPMENT NOISE MANAGEMENT TECHNIQUES ▪ For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include: ▪ Sound blankets on noise-generating equipment Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25. ▪ All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers ▪ For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities ▪ Electrical power shall be used to power air compressors and similar power tools ▪ The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day) ▪ Temporary sound barriers shall be constructed between construction sites and affected uses 10. Prior to issuance of grading permits the Public Works Director or other City compliance monitor shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. 11. Prior to issuance of zoning clearance the Community Development Director or other City compliance monitor shall review and approve proof that the contractor has mailed notices to residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. 12. Prior to issuance of each building permit the Public Works Director or other City compliance monitor shall review and approve a Construction Traffic Management Plan that identifies traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. (This measure may be developed in the context of a larger Construction Management Plan.) The Construction Traffic Management Plan shall include: City of San Luis Obispo Cultural Arts District Parking Structure Project 20 ▪ A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes. ▪ Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur. ▪ Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site). ▪ Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant. ▪ Temporary construction fences to contain debris and material and to secure the site. ▪ Provisions for removal of trash generated by project construction activity. ▪ A process for responding to and tracking complaints pertaining to construction activity. ▪ Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. 13. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the grading and building final plans to verify required improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street are reflected on final grading and building plans. The required improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of pedestrian, bicycle, and vehicle modes of use. At a minimum the required improvements shall include: ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure. ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street. ▪ Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street. ▪ Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. Additional plans requiring review and approval by the Community Development Director prior to Encroachment Permit issuance include an archaeological monitoring plan consistent with the requirements of the City’s Archaeological Resource Preservation Guidelines, which is incorporated in this MMP as Section 3, Monitoring Requirements. Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 21 3 Monitoring Requirements AIR QUALITY MITIGATION MONITORING REQUIREMENTS Periodically during construction (minimum once per month) the City compliance monitor shell field verify compliance with the Fugitive Dust Control Requirements, Standard Control Measures for Construction Equipment, BACT for Construction Equipment, and Architectural Coating mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. BIOLOGICAL RESOURCES/NESTING BIRD MITIGATION MONITORING REQUIREMENTS If construction activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition, must begin between February through August, prior to initiation of construction activities the City compliance monitor shall ensure a qualified biologist completes a pre-construction nesting bird survey no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary by the qualified biologist under the supervision of the City compliance monitor. The City compliance monitor shall notify all construction personnel as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the qualified biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL/ARCHAEOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR archaeological monitoring is required for all project-related ground disturbance . All archaeological monitoring efforts shall be conducted under the direction of an archaeologist meeting the Secretary of the Interior’s Professional Qualifications Standards for archaeology (National Park Service [NPS] 1983; hereafter, Qualified Archaeologist). Archaeological monitor(s) shall be onsite during all project-related earthmoving activities. Earthmoving activities include, but are not limited to, vegetation removal, grading, excavation, trenching, and all other excavation activities. During monitoring, the monitors shall examine the work areas for the presence of prehistoric artifacts (e.g., chipped stone tools and production debris, stone milling tools, ceramics), historic-period debris (e.g., metal, glass, ceramics), and/or soil discoloration that might indicate the presence of a cultural midden. Each monitor shall maintain a daily log documenting ground disturbing activity, work locations, description and provenience of any archaeological discoveries (if any), and any necessary action items for monitoring City of San Luis Obispo Cultural Arts District Parking Structure Project 22 In the event of a find, the archaeological monitors retain the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. If the archaeological resource is prehistoric in nature, a local Native American group will be contacted to and given the opportunity consult with the City regarding the find and provide recommendation. A Native American monitor will be retained for the remainder of earth disturbing activities should a prehistoric resource be found during construction. Protocols in the case of a find are discussed in greater detail in Section 4 below. Monitoring shall continue until the Qualified Archaeologist, in coordination with the City (and Native American monitor if present), has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any organic material (sterile), soils that are determined to be not native to the area, areas found to be heavily disturbed by modern activities, or the encounter of undisturbed hardpan/bedrock type soil conditions or depth of excavation (i.e., exceeds a depth where cultural resources may reasonably be expected). When/if culturally sterile soils are encountered during monitoring, the Qualified Archaeologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. NOISE MITIGATION MONITORING REQUIREMENTS Prior to initiation of grading and construction activities the City compliance monitor shall field verify signs are in place directing noise-related complaints to the City’s Community Development Department. Periodically during construction (minimum once per week) the City compliance monitor shall field verify compliance with signage requirements, in addition to the Construction Work Hours and Construction Equipment Noise Management Techniques mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. PALEONTOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR, paleontological monitoring is required during initial ground disturbance of sediments deeper than 10 feet below surface, with the project paleontologist (defined as an individual meeting the standards of a Qualified Professional Paleontologist per SVP [2010]) modifying the monitoring schedule as appropriate (City of San Luis Obispo 2007). Excavations that are less than 10 feet below the surface or are in previously disturbed sediments, do not require monitoring. Monitoring will be conducted by a paleontological monitor (defined as an individual meeting the standards of a Qualified Paleontological Monitor per the standards of the SVP [2010]). Monitoring will consist of the visual inspection of excavated or graded areas, trench and pit sidewalls, and spoils piles. Paleontological monitoring is documented in daily electronic monitoring logs, which at a minimum, include a description of areas monitored, monitor name(s), a summary of monitoring activities, and a description of the disturbed geologic units within a stratigraphic context. In paleontologically sensitive areas, or in adjacent areas that can provide context for the geology and paleontology, Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 23 outcrops and cut exposures will be examined and observed geologic features will be recorded when/if available. The paleontological monitor will be equipped with hand tools and supplies (e.g., geological hammer, shovel, pick, chisels, whisk broom, buckets, specimen bags, field notebook, forms, pens, markers, and glue) to allow for the rapid salvage of fossil remains. At all times, the paleontological monitor will wear the appropriate personal protective equipment in compliance with the on-site contractor PPE work rules, including a hard hat, heavy footwear, sleeved shirt, long pants, safety glasses, and a high-visibility safety vest. In the event of a find, the paleontological monitor retains the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. Monitoring shall continue until the project paleontologist, in coordination with the City, has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any potential to encounter paleontological resources (sterile), soils that are determined to be not native to the area, or areas found to be heavily disturbed by modern activities. When/if paleontologically sterile soils are encountered during monitoring, the project paleontologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. If the construction schedule changes or excavations begin in a new area, the project paleontologist may reinstate paleontological monitoring. City of San Luis Obispo Cultural Arts District Parking Structure Project 24 4 Archaeological Testing Requirements In compliance with Mitigation Measure 9, “fieldwork after the removal of pavement consisting of a Phase I inventory, Phase II Testing and Evaluation, and Phase III Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; the completion of special studies, such as faunal analysis, if appropriate” is required. As part of mitigation, an extended Phase I of CA-SLO-2431H shall be conducted. If CA-SLO-2431H contains subsurface cultural materials, the resource shall be evaluated for significance and eligibility for listing in the CRHR through the implementation of a Phase II evaluation program. Phase II evaluations shall include any necessary archival research to identify significant historical associations as well as mapping of surface artifacts, collection of functionally or temporally diagnostic tools and debris, and excavation of a sample of the cultural deposit to characterize the nature of the sites, define the artifact and feature contents, determine horizontal boundaries and depth below surface, and retrieve representative samples of artifacts and other remains. If the resource is found eligible for listing on the NRHP, CRHR, or local register, a Phase III data recovery program shall be conducted to mitigate the impacts to the resource if avoidance remains infeasible. A data recovery program shall include the development of a site-specific research design, testing program, laboratory analysis, and reporting with the intention of extracting data from the resource to the point of redundancy. Cultural materials collected from the sites shall be processed and analyzed in the laboratory according to standard archaeological procedures. The age of archaeological resources shall be determined using radiocarbon dating or other appropriate procedures; metal, ceramic, faunal remains, and other cultural materials shall be identified and analyzed according to current professional standards. The significance of the resource shall be evaluated according to the criteria of the CRHR. The results of the investigations shall be presented in a technical report following the standards of the California Office of Historic Preservation publication “Archaeological Resource Management Reports: Recommended Content and Format (1990 or latest edition).” Any necessary archaeological data recovery excavation shall be carried out by a Registered Professional Archaeologist according to a research design reviewed and approved by the City, as the lead agency, and prepared in advance of fieldwork and using appropriate archaeological field and laboratory methods consistent with the California Office of Historic Preservation Planning Bulletin 5 (1991), Guidelines for Archaeological Research Design, or the latest edition thereof. Upon completion of the work, all artifacts, other cultural remains, records, photographs, and other documentation shall be curated an appropriate curation facility to be determined on a case-by-case basis in consultation with the City and interested parties (e.g., historical organizations). Resource Discovery Plan Phase 1B & Phase 2 Mitigation and Monitoring Plan 25 5 Resource Discovery Plan The following outlines the procedures to be followed in the inadvertent discovery of cultural resources, including human remains. Discovery of Archaeological Resources The procedure for dealing appropriately with unanticipated resources encountered during construction will include, but not be limited to, the following: For the discovery of previously unknown archaeological resources: The archaeological monitor will divert construction activity in the immediate vicinity of the find by signaling to construction staff and notifying the designated construction foreman. The monitor will report the discovery to Rincon’s qualified archaeologist and the City’s construction inspector. The “immediate vicinity” will vary depending upon specific circumstances. If the archaeological resource is prehistoric in nature, a local Native American group will consult about the find, and a Native American monitor will be retained for the remainder of earth disturbing activities. Upon completion of the above notification, the archaeological monitor will determine the nature and extent of the cultural remains and make a preliminary assessment of their integrity and potential importance. If the archaeological monitor determines that the discovery is not cultural, or is an isolated artifact, the monitor will immediately notify the qualified archaeologist and construction manager that activities may resume as soon as the archaeological item(s) has been properly photographed and recorded. If potentially significant cultural features, artifact concentrations, or intact deposits are discovered, the archaeological monitor will divert construction activity in the immediate vicinity and report the discovery to the qualified archaeologist and the City’s construction inspector so that appropriate notifications to the City can be issued. A temporary Construction Exclusion Zone (CEZ), consisting of lath and flagging tape, will be erected around the discovery. The size of the CEZ may be reduced or enlarged as the significance and extent of the find is determined and treatment measures are implemented. For the purposes of the current effort, a minimum 100-foot radius shall be established for any remains that are suspected of being human (see Section 4.2 for further direction related to the discovery of human remains). Isolated artifacts shall be marked by an orange cone or flagging with no additional radius. In the case of the discovery of an intact archaeological site, a radius of 100 feet may be established so that the resource may be evaluated. This radius may be reduced or expanded based on the nature of the resource and the area required for archaeologists to work safely. The CEZ will not be removed until the potentially significant cultural resource has been evaluated to assess whether it is classified as a “historical resource,” pursuant to the California Environmental Quality Act (CCR, § 15064.5[a]). To minimize construction delays, if a potentially significant cultural resource is discovered during monitoring, Rincon will immediately contact the City to formulate a plan for further treatment. Cultural resources identified within the site shall be recorded according to current archaeological standards. This shall include the preparation of California Department of Parks and Recreation (DPR) Series 523 forms. Pertinent information concerning the resource(s) shall be recorded, including the site type, components, size, and provenience. Upon completion, the Series 523 forms shall be City of San Luis Obispo Cultural Arts District Parking Structure Project 26 submitted to the California Historical Resources Information System’s Central Coast Information Center, located at the Santa Barbra Museum of Natural History for primary number and trinomial designation. Final copies of the Series 523 forms shall be included in the final monitoring report. In addition to the Series 523 forms, a final compliance report shall be prepared as presented in Section 5.1 below. Discovery of Human Remains There is a possibility that the project’s construction-related activities may encounter human burials or cremations. Therefore, if the project’s construction-related activities find potential human bone, ground-disturbing activities in the area of the discovery shall immediately be halted or redirected while a temporary CEZ surrounding the site of discovery is established to allow for further examination and treatment of the find. The qualified archaeologist shall also immediately notify the City and the San Luis Obispo County Coroner’s Office by telephone, pursuant to Health and Safety Code 7050.5. By law, the Coroner will determine within 48 hours of being notified if the remains are subject to his or her authority. If the human remains are determined to be prehistoric, the coroner will notify the Native American Heritage Commission, which will determine and notify a most likely descendant (MLD). The MLD shall complete the inspection of the site within 48 hours of being granted access and provide recommendations for the treatment of any human remains and artifacts associated with Native American burials. Discovery of Paleontological Resources In the event of a paleontological resource discovery, all work in the immediate vicinity of the discovery will be halted and a 50-foot buffer will be delineated around the discovery, to create a construction equipment exclusion zone to allow the paleontological monitor a safe zone to work within. The project paleontologist will determine if the discovery has fossil(s) that have the potential to be significant, and if they do, they shall recover the fossils following standard field procedures. Most fossils can be safely salvaged quickly by a single paleontological monitor and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. During recovery of potentially significant fossils, the paleontological monitor will document all identification and recovery efforts, including assigning a unique field number to each fossil specimen, fossil locality, or sediment sample, and record the field number and associated specimen/sample data (identification by taxon and element, sample size, etc.), corresponding geologic data (particularly lithology, stratigraphic unit, stratigraphic level within the unit, inferred age, etc.), and geographic site data (UTM coordinate location, elevation, etc.) in their field notes. Reporting of Monitoring Results and Curation Finds Phase 1B & Phase 2 Mitigation and Monitoring Plan 27 6 Reporting of Monitoring Results and Curation Finds Reporting of Archaeological Monitoring Results At the conclusion of the construction activities requiring archeological monitoring, an archaeological monitoring report shall be prepared under the direction of the qualified archaeologist. The monitoring report will outline the methodology of archaeological mitigation at the project site, describe the construction activity and duration, and present the results of the monitoring. The level of effort to complete a monitoring report is dependent on the number of resources recovered during monitoring activities. Should the monitoring effort be negative for the identification of cultural resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If archaeological materials are recovered, a comprehensive technical report will also be required to describe and interpret findings and data. The technical report shall be prepared in accordance with the Archaeological Resources Management Reports (ARMR): Recommended Contents and Format. If required, the ARMR-format report shall include a complete description of resources identified during monitoring, treatment of those resources, National Register of Historic Places (NRHP) eligibility recommendations, site records, and site maps. The final version of the monitoring report shall be submitted to the City and the Central Coast Information Center of the California Historical Resources Information Center. Curation of Archaeological Finds Recovered archaeological finds not associated with burials will be temporarily stored by Rincon until either an appropriate on-site reburial location or repository is agreed upon by the City, other interested Native American groups, and/or MLD. If necessary, curation preparation will include creating acid-free labels and tags, placing artifacts in archival quality bags and boxes, and submitting a hard copy of the report on acid-free paper with and the artifacts to the selected curation facility. Permanent treatment of human remains and associated funerary items shall be determined by the MLD in coordination with the City. Reporting of Paleontological Monitoring Results At the conclusion of construction activities requiring paleontological monitoring, a paleontological monitoring report shall be prepared under the direction of the project paleontologist. The monitoring report will present the paleontological mitigation and the methods by which it was satisfied within the project site. The level of effort to complete a monitoring report is dependent on the nature of the resources recovered during construction. Should the monitoring effort be negative for the identification of paleontological resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If paleontological resources are recovered, a comprehensive technical report will be City of San Luis Obispo Cultural Arts District Parking Structure Project 28 required to describe and interpret findings and data consistent with the requirements of the SVP (2010). Curation of Paleontological Resources All paleontological resources and data recovered from the project site shall be curated together at the Santa Barbara Museum of Natural History. All collected fossil resources are the property of the City and shall be provided to the Santa Barbara Museum of Natural History along with a deed of gift. Curation would require placement of fossils into archival specimen trays with labels containing relevant curatorial information. A copy of the Project’s curation agreement with the Santa Barbara Museum of Natural History is attached as Appendix 1. References Phase 1B & Phase 2 Mitigation and Monitoring Plan 29 7 References National Park Service 1983 Archaeology and Historic Preservation: Secretary of the Interior’s Standards and Guidelines. Washington, DC. https://www.nps.gov/history/local- law/arch_stnds_0.htm, accessed April 1, 2022. City of San Luis Obispo 2018 Final Environmental Impact Report and Mitigation Monitoring and Reporting Program for the Palm Nipomo Parking Structure Project. On file with the City of San Luis Obispo City of San Luis Obispo 2009 Archaeological Resource Preservation Program Guidelines. https://www.slocity.org/home/showpublisheddocument/4140/6354976496520000 00, accessed May 27, 2022 Earth Systems Pacific 2011 Geotechnical, Geologic, and Hazardous Materials Assessment Report, Palm and Nipomo Parking Structure, Palm and Nipomo Streets, San Luis Obispo, California. April 21, 2011. Jefferson, G.T. 2010 A catalogue of late Quaternary vertebrates from California. Natural History Museum of Los Angeles County Technical Report. Volume 7, pp. 5-172. Jefferson, G.T., H.L. Fierstine, J.R. Wesling, and T.-L. Ku. 1992 Pleistocene terrestrial vertebrates from near Point San Luis, and other localities in San Luis Obispo County, California, Bulletin of the Southern California Academy of Sciences. Volume 91, pp. 26-38. Paleobiology Database 2022 The Paleobiology Database, http://paleobiodb.org/ (accessed June 2022) Society of Vertebrate Paleontology (SVP) 2010 Standard Procedures for the Assessment and Mitigation of Adverse Impacts to Paleontological Resources. Society of Vertebrate Paleontology Impact Mitigation Guidelines Revision Committee. https://vertpaleo.org/wp- content/uploads/2021/01/SVP_Impact_Mitigation_Guidelines-1.pdf. University of California Museum of Paleontology 2022 UCMP online database specimen search portal, http://ucmpdb.berkeley.edu/ (accessed June 2022) June 21st, 2022 Zachary Lerma Rincon Consultants 213-788-4842 x4001 Subject: Repository agreement for acceptance of fossils from San Luis Obispo Cultural Arts Parking Project (22-12836) from the City of San Luis Obispo Dear Zachary, This letter serves as confirmation of the conditions regarding acceptance of the fossil material from the San Luis Obispo Cultural Arts Parking Project (22-12836) into the Earth Science Collection at the Santa Barbara Museum of Natural History (SBMNH). The SBMNH actively curates and provides a safe repository for specimens using contemporary methods for preserving fossils, including maintaining microenvironments in environmentally-controlled collections ranges, maintaining a digital database that archives all contextual data associated with each specimen, and maintaining a fossil preparation laboratory to repair and conserve fossils. The SBMNH is willing to consider accepting the collection(s) if all of the following conditions are met:  All collections must be accompanied by deed-of-gift and transfer of ownership documentation giving free and clear title of the collection to SBMNH.  Material from government lands must be accompanied by a copy of the official collecting permit.  All localities must be described in detail, including a precise description of the geographic location with GPS coordinates (stating datum used), lithology, stratigraphy (including unit designation), relative/absolute ages, and depositional environment if known.  All localities must be plotted on standard USGS topographic or geologic maps and located within Santa Barbara, Ventura, or San Luis Obispo counties. In certain situations, collections derived from localities outside of those counties may be accepted on a case-by-case basis with prior approval from the Earth Science Curator.  All collections must include a specimen catalog that clearly correlates physical specimens to locality and preparation data.  All collections must include printed and digital copies of final reports, any field notes, environmental impact reports, maps, charts, photographs, and other documentation as appropriate. All records must include site number and accession number.  All specimens must be fully stabilized and prepared. Specimens must be accompanied by notes on preparation methods, including consolidants and tools used. Appendix 1  All specimens must be identified to the lowest taxonomic level possible.  Larger specimens (e.g., mammoth limb bones) must be fully supported in archival cradles (field jackets are not acceptable).  If the collection is relatively large, it must be accompanied by the same specimen cabinets, drawers, and archival-quality trays used by SBMNH. Confer with the Earth Science Curator for estimated costs. Our estimated costs for curation, cataloging, and labeling of specimens are $20/locality and $12/specimen. For invertebrates and microfauna that are from the same locality and taxon, cataloging as lots is acceptable and counted as a single specimen. The estimated costs of permanent storage, including maintenance, is $300 per cubic foot of fully prepared fossils. Sincerely, Jonathan M. Hoffman, Ph.D. Dibblee Curator of Earth Science Vertebrate Zoology Department (805) 682-4711 ext. 157 jhoffman@sbnature2.org Appendix 1 149 From:Nelson, Brian Sent:Tuesday, November 8, 2022 8:16 AM To:Cohen, Rachel Subject:RE: Cultural Arts District Parking Structure Hi Rachel, I dropped the photo documentation for 633 Palm off at your desk. Let me know if you need anything else. Rincon has begun the historical documentation for 610 and 614 Monterey and I expect to receive the report in December. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Friday, November 4, 2022 11:29 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Thank you Brian. Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, November 4, 2022 11:10 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Our PW Intern is putting the final touches on the package, and we’ll include the signed acknowledgement as well. I’ll leave the binder on your desk once it’s complete. Thanks, 150 Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Monday, October 10, 2022 9:56 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian – I think this looks good. And yes a thumb drive would be fine since most of us do not have access to a CD / DVD drive anymore. The only other item to include is a signed acknowledgment that the submitted photographs and thumb drive are now the property of the City of San Luis, Obispo. Thanks! Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 7:53 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Attached is the photo documentation of 633 Palm Street, which from my review seems to meet the documentation requirements. Please review and let me know if you see any corrections needed to meet requirements. If no corrections, I will have it printed and delivered to you. Can we put it on a USB instead of DVD? Not sure if anyone has a DVD these days. By the way, Rincon will be performing historical documentation of 610 and 614 Monterey Street structures in accordance with the historic standards identified in the MMRP. That should occur within the next couple of months. Thanks for notifying me early so we could get ahead of these requirements. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Tuesday, July 12, 2022 11:33 AM 151 To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian- For noticing, the Construction and Fire Prevention Regulation Chapter 15.04, Section A203.3(2) state that “…an applicant shall provide evidence that for a period of not less than 90 days from date of permit application, the building was advertised in a local newspaper on at least 3 separate occasions not less than 15 days apar, as available to any interested person to be moved; and submit historic documentation for the structure in accordance with criteria established by the Community Development Director and the Cultural Heritage Committee.” I have attached a copy of an example notice. The text reads: Public Notice Notice of intent to demolish single family home at 570 Pacific Street, San Luis Obispo, CA 93401. If you claim and interest in moving this building you must contact …. I have also attached the City’s Photo documentation standards. I will bring by a hard copy of the an example as well. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, July 8, 2022 2:21 PM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, I checked Richard’s files and with Lia, and was unable to find anything related to advertisement of the Adobe demolition. I think he was corresponding with Brian Leveille on the matter, perhaps Brian has those records? When you have a chance, please let me know the steps for advertisement of the other structures. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Thursday, June 30, 2022 2:52 PM To: Nelson, Brian <BNelson@slocity.org> Subject: Cultural Arts District Parking Structure 152 Hi Brian- It appears that the City will soon be submitting demolition plans for the Cultural Arts District Parking Structure. There are a few items that we should probably discuss so that they are not an issue as you move forward on this project. 1. 633 Palm Street is not a historic structure, but it is older than 50 years old and has to be noticed in the paper like the other historic sites were. 2. All structures will have to be photo documented. 3. The lot merger for the site has been on hold and I am wondering if this is something that you want to process now. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications 153 From:Nelson, Brian Sent:Monday, November 7, 2022 7:01 AM To:Chris Bersbach Cc:McKay, Lief I.; Shawn Decker; Dustin Merrick Subject:RE: [EXT] MMRP Compliance Services Attachments:Phase 1B-2 Mitigation and Monitoring Plan for Permit.docx Hi Chris, Circling back to the original email where you submitted the Phase 1B/2 MMP. The document was submitted with the Phase 1B and 2 Permit packages and no comments were received by CDD. One change that has occurred since July is that the Phase 1B no longer includes grading and shoring and has been simplified to a demolition package (grading and shoring “site preparation” is now in Phase 2). So, the only comments I have are to clarify that in the introduction and update the date. With those updates, I consider it final. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, June 29, 2022 3:35 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Here it is, Brian. I have three comments in the Word version of the doc directed at you – two or them are related to timing, and are similar to a comment I left for you in the Phase 1A plan, which you didn’t express any concerns or questions about. The third comment is a recommendation that we set up a brief call for you, me, and Dustin (our project archeologist) to discuss the timing of the archaeological testing requirement. Let me know if you have any other questions or comments on this MMP, and we’ll address. I expect to provide you with a final PDF version that addresses any questions or comments. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, June 29, 2022 2:50 PM 154 To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for the draft Phase 1B/2 MMP by end of day. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 27, 2022 4:33 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Hi Brian, my apologies I haven’t reported in on this. We’re finalizing the Phase 1B/2 MMP this week – I’m coordinating with Shawn on the progress he’s made on the soil testing component, and also coordinating with our cultural team to make sure we frame up the archaeological testing requirements correctly, but otherwise our draft of this deliverable is 90% complete. Right now I’m feeling confident we can get it across your desk on Wednesday. Give me a ring on my direct line at 805-242-4363 if you want to discuss. Thanks, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 27, 2022 9:35 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, 155 Please provide an update on the Phase 1B/2 MMP. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Monday, June 20, 2022 9:01 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I wanted to check and see whether you had any further comments on the Phase 1A MMP for this project. We’re buttoning up the Phase 1B/2 MMP this week, and I’d like the opportunity to make any updates across both MMPs, if possible, to minimize review time on Phase 1B/2. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, June 9, 2022 2:55 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Thanks Chris. I have submitted Phase 1A for building permit including the MMP so we’ll see if any other comments come through. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Thursday, June 9, 2022 2:34 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick 156 <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, attached is the Final MMP for Phase 1A. There were no major changes beyond your suggestions. The only other real edit was an update to the figure. Thanks for the quick review. We’re getting to work on the Phase 1B/2 MMP, and we’ll let you know if we have any questions about that deliverable as we proceed. Cheers! Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, June 6, 2022 12:18 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Please see attached Phase 1A MMP Review. Very minimal revisions, primarily just some formatting emphasis added for stop work authority. Please proceed with Phase 1B and Phase 2 MMRP due two weeks from today, 6/20. This will align well with the planned building permit submittal for Phase 1B and 2. Let me know if you have any questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 4:43 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, A draft of the Phase 1A MMP is attached for your review. Please let us know if you have any questions. 157 Once we’ve had the opportunity to review any comments, we’ll get moving on the Phase 1B/2 MMP. Thanks again for the opportunity to help the City continue to move this project forward! I hope you have a great Memorial Day weekend, Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, May 27, 2022 11:19 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris, Thanks for the update. I’ll look for Phase 1A today. Delivery of Phase 1B/2 two weeks after receipt of comments is reasonable. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Friday, May 27, 2022 10:15 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Brian, I apologize for the delay – my notes were more general than yours, and I’d just noted that we planned to deliver the Phase 1A MMP this week. I’m coordinating with our cultural group on the final edits, and we expect to have a draft of that deliverable to you by the end of the day today. I’d noted that we’d like to get the Phase 1A MMP on your desk for review to make sure it looked the way you’d like it to before we invested too much staff time in developing the Phase 1B/2 MMP. To that end, would it be acceptable to set the ETA for that deliverable as two weeks from Rincon receiving City comments on the Phase 1A MMP? FYI, I’ll be out of the office for a meeting from about 11:30AM today through around 3PM, but I should be back after 3 if you have any questions. Chris Bersbach, Supervising Environmental Planner 158 (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 26, 2022 2:56 PM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Can you provide a deliverable status on the monitoring plan for Phase 1A? My notes from the 5/11 kickoff meeting provided two weeks for that piece as due 5/25. Also, please provide a status on expected delivery of the Phase 1B & Phase 2 components. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 3:47 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services Thanks for clarifying, Brian. That seems an appropriate way to handle the NAM component. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, May 24, 2022 8:22 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> 159 Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Let’s stick with the mitigation requirement to only include a NAM if artifacts or remains are discovered. The Initial Study is included in the attachment starting on page 12 of the PDF. Let me know if you have any additional questions. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Tuesday, May 24, 2022 7:31 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Dustin Merrick <dmerrick@rinconconsultants.com> Subject: RE: [EXT] MMRP Compliance Services This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Brian, Thanks again for providing these helpful examples. I’m working with Dustin Merrick to get the MMP complete for Phase 1A. Dustin wanted to clarify a couple components of the mitigation needs for archaeological resources, so that we ultimately document the requirements in the right way for you:  The ER 10-07 Mitigation Measures document (attached) indicates the City is only required to bring in a Native American Monitor (NAM) if we find something prehistoric during construction monitoring (“If Native American artifacts or human remains are discovered within project areas, then the qualified Native American tribal representative or cultural community advisor shall be included as project monitors”). However, in the document, there is discussion between city personnel about bringing in a NAM that suggests a NAM would be present more generally during CR monitoring. Since the City will be on the hook to respond to the Tribes about any monitoring needs, we’d like staff to weigh in on whether we should assume a NAM will be present throughout the conditions that require CR monitoring, or only if there’s a prehistoric find.  Can we get a copy of the Initial Study/environmental document for the utility trenching (mentioned in the ER 10-07 Mitigation Measures document)? That document may give us more insight on why they didn’t call for a NAM and some background on what resources we are dealing with. (The Applied Earthworks CR report in the ER 10-07 Mitigation Measures doc is a monitoring plan/report for a project on Higuera Street.) If it’d help, I can also set up a call with you and Dustin to discuss these questions. Chris Bersbach, Supervising Environmental Planner (He/Him/His) Rincon Consultants, Inc. 805-547-0900 x124 160 rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, May 12, 2022 8:20 AM To: Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: [EXT] MMRP Compliance Services CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Chris, Attached are three examples of Mitigation and Monitoring plans prepared for underground utility projects in compliance with ER10-07. Below is a snip of City utilities surrounding the site. There are OH PG&E and cable facilities that are crossing the site removal of which is within the scope of Phase 1A. I found the following records for demolition and construction of the existing parking lot, as well as an aerial from 1963 that could help identify where to auger: https://publicplans.slocity.org/WebLink/0/edoc/8689/PFM09808.pdf https://publicplans.slocity.org/WebLink/0/edoc/6103/PFM00068.pdf (This one indicates some on-site electrical and water for existing the lighting and landscaping) https://publicplans.slocity.org/WebLink/0/edoc/8762/PFMg07b.pdf Please confirm receipt as the attached files are a bit large. Thanks, 161 Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan prepared for City of San Luis Obispo Public Works Department 919 Palm Street San Luis Obispo, California 93401 prepared by Rincon Consultants, Inc. 1530 Monterey Street, Suite D San Luis Obispo, California 93401 November 2022 Please cite this report as follows: Montgomery, Courtney, Ashley Losco, Ken Victorino, Christopher Duran, Christopher Bersbach, and Shawn Decker 2022 Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan, San Luis Obispo County, California. Rincon Consultants Project No. 22-12836. Report on file at Rincon Consultants, Inc. 180 North Ashwood Avenue Ventura, California 93001 Table of Contents Phase 1B & Phase 2 Mitigation and Monitoring Plan i Table of Contents 1 Introduction ....................................................................................................................................1 Project Location and Description ..................................................................................... 10 Environmental Resource Sensitivity .................................... Error! Bookmark not defined. 2 Plan Check Requirements ............................................................................................................ 15 3 Monitoring Requirements ........................................................................................................... 21 4 Archaeological Testing Requirements ......................................................................................... 24 5 Resource Discovery Plan .............................................................................................................. 25 Discovery of Archaeological Resources ........................................................................... 25 Discovery of Human Remains .......................................................................................... 26 Discovery of Paleontological Resources .......................................................................... 26 6 Reporting of Monitoring Results and Curation Finds .................................................................. 27 Reporting of Archaeological Monitoring Results ............................................................. 27 Curation of Archaeological Finds ..................................................................................... 27 Reporting of Paleontological Monitoring Results ............................................................ 27 Curation of Paleontological Resources ............................................................................ 28 7 References ................................................................................................................................... 29 Figures Figure 1 Project Location Depicted on Topographic Background ................................................. 11 City of San Luis Obispo Cultural Arts District Parking Structure Project ii This page intentionally left blank. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 1 1 Introduction Rincon Consultants, Inc. (Rincon) was retained by the City of San Luis Obispo (City) to provide Mitigation Monitoring and Reporting Program (MMRP) compliance services in support of Phase 1B and Phase 2 of the Cultural Arts District Parking Structure Project (formerly known as the Palm Nipomo Parking Structure) in San Luis Obispo, California. The Mitigation and Monitoring Plan (MMP) will address the details, timing, and responsibility of all required mitigation monitoring activities. The current Phase 1A of the Cultural Arts District Parking Structure Project (project) consists of undergrounding existing dry utilities in preparation for the main phases of construction. Phase 1B consists of structure and parking lot demolition and Phase 2 consists of site preparation and construction of the parking structure and surrounding site improvements. Phase 1B and Phase 2 are subject to mitigation requirements outlined in the Final EIR for the Palm Nipomo Parking Structure Project adopted by the City Council in July 2018 (2018 Final EIR; City of San Luis Obispo 2018). The City intends to submit for building permit approval for all project phases in June 2022 and intends to commence Phase 1B in early 2023 and Phase 2 in Fall 2023. This MMP was prepared by Rincon Consultants, Inc. (Rincon) in compliance with the Mitigation Monitoring and Reporting Program prepared in support of the 2018 Final EIR for the Palm Nipomo Parking Structure Project. The Mitigation Monitoring and Reporting Program includes the following mitigation measures for Aesthetics, Air Quality, Biological Resources, Cultural Resources, Geology and Soils, Hazards and Hazardous Materials, Historic Resources, Noise, Paleontological Resources, and Transportation: AESTHETICS/VISUAL RESOURCES 1. Prior to issuance of building permits, the applicant shall prepare and submit a comprehensive lighting plan for Architectural Review Committee review and approval. The lighting plan shall be consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall address all aspects of the lighting, including but not limited to all buildings, infrastructure, driveways, paths, plazas, safety, and signage. The lighting plan must include identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting, and a photometric map must be provided. The lighting plan shall include the following: a. The point source of all exterior lighting shall be shielded from offsite views b. Light trespass from exterior lights shall be minimized by directing light downward and utilizing cut-off fixtures or shields c. Lumination from exterior lights shall be the lowest level allowed by public safety standards d. Exterior lighting shall be designed to not focus illumination onto exterior walls e. Any signage visible from offsite shall not be internally laminated City of San Luis Obispo Cultural Arts District Parking Structure Project 2 2. To minimize impacts on residential development in proximity to the project site, roof and building materials shall be non-reflective, and shall be muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. AIR QUALITY 3. Construction projects shall implement the following dust control measures so as to reduce PM10 emissions in accordance with San Luis Obispo Air Pollution Control District (SLOAPCD) requirements.  Reduce the amount of the disturbed area where possible  Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible  All dirt stock pile areas shall be sprayed daily as needed  Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities  Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established  All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD  All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used  Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site  All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114  Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site  Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible  All of these fugitive dust mitigation measures shall be shown on grading and building plans  The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 3 such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. 4. The following standard air quality mitigation measures shall be implemented during construction activities at the project site:  Maintain all construction equipment in proper tune according to manufacturer’s specifications  Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road)  Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation  Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation  Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance  All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit  Diesel idling within 1,000 feet of sensitive receptors is not permitted  Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors  Electrify equipment when feasible  Substitute gasoline-powered in place of diesel-powered equipment, where feasible  Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel 5. The following BACT for diesel-fueled construction equipment shall be implemented during construction activities at the project site, where feasible:  Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible  Repower equipment with the cleanest engines available  Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) 6. To reduce ROG and NOX levels during the architectural coating phase, low or no VOC- emission paint shall be used with levels of 50 g/L or less. City of San Luis Obispo Cultural Arts District Parking Structure Project 4 BIOLOGICAL RESOURCES 7. To avoid disturbance of nesting and special-status birds, activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition shall occur outside of the bird breeding season (typically February through August in the project region). If construction must begin within the breeding season, then a pre-construction nesting bird survey shall be conducted no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. The survey shall be conducted by a biologist familiar with the identification of avian species known to occur in the area. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated by the biologist with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary. All construction personnel shall be notified as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the avian biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL RESOURCES 8. A qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Standards for professional archaeology (hereafter qualified archaeologist), shall be retained to carry out all mitigation measures related to archaeological resources. 9. Mitigation of archaeological resources within the project area shall follow the Consolidated Approach as outlined in the City of San Luis Obispo Archaeological Resource Preservation Program Guidelines. The Consolidated Approach shall include (1) the preparation of a Research Design and Mitigation Plan prepared by the qualified archaeologist and submitted for written approval to the City’s Community Development Director (Director), which shall include but not be limited to the research design, laboratory and field methods, public interpretation, and location of curation; (2) monitoring of demolition and clearing of pavement within the project area; (3) fieldwork after the removal of pavement consisting of a Phase I inventory, Phase 2 Testing and Evaluation, and Phase 3 Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; (4) the completion of special studies, such as faunal analysis, if appropriate, and the curation of recovered artifacts; and (5) the completion of a technical report documenting the results of the consolidated approach prepared in accordance with current professional standards and submitted to the Director. 10. An archaeological monitor shall be present for all project-related ground-disturbing construction activities. The monitor(s) shall be onsite on a full-time basis during earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 5 11. In the event that cultural resources are encountered during the implementation of Mitigation Measures 9 or 10, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and the testing plan outlined under Mitigation Measure 9. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the City GEOLOGY AND SOILS 12. Once the final maximum loads of the project have been determined, a design-level geotechnical report shall be prepared that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. Recommendations could include, but are not limited to the following:  Use imported non-expansive materials combined with pre-moistening of the soils to provide protection for slabs and flatwork  Provide a layer of non-expansive material 18 to 24 inches thick  Use post-tensioned slabs-on-grade  Implement shoring methods, such as shotcrete-faced soil nail walls, tangent drilled caissons, whaler-braced retaining walls, and steel I-beam and lagging walls  Use over-excavation and recompaction  Utilize a deep foundation system, such as caissons or rammed aggregate piers  A certified soils engineer shall be retained for monitoring during construction of the project. The certified soils engineer shall also provide any necessary soil testing during construction, to ensure compliance with the design-level geotechnical report, and to provide site-specific guidance as subsurface materials are encountered. HAZARDS AND HAZARDOUS MATERIALS 13. Prior to issuance of grading permits, additional soil samples testing for total petroleum hydrocarbons shall be performed. A work plan shall be completed to address the sampling protocols to be followed, as well as the number of samples to be taken and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation, contaminated materials shall be remediated either prior to or concurrent with construction. Remediation shall generally include a management plan which establishes design and implementation of remediation. Cleanup may include excavation, disposal, bio-remediation, or any other City of San Luis Obispo Cultural Arts District Parking Structure Project 6 treatment of conditions subject to regulatory action. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be remediated under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency. The remediation program shall also be approved by the San Luis Obispo Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation, the environmental consultant shall prepare a report summarizing the project, the remediation approach implemented, and the analytical results after completion of the remediation, including all waste disposal or treatment manifests. HISTORICAL RESOURCES 14. Impacts to historical resources shall be minimized through the preparation of archival historic building documentation packages for both 610 and 614 Monterey Street. Prior to issuance of demolition permits, the City of San Luis Obispo shall ensure that documentation of both properties is completed in the form of a Historic American Building Survey (HABS)-Like documentation that shall comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall generally follow the HABS Level III requirements and include high- quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed for both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. NOISE 15. Construction vehicles and haul trucks shall utilize roadways which avoid residential neighborhoods and sensitive receptors where possible. The applicant shall submit a proposed construction vehicle and hauling route for City review and approval prior to grading/building permit issuance. The approved construction vehicle and hauling route shall be used for all construction vehicles and hauling trips during the duration of construction. 16. Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 7 17. For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include:  Sound blankets on noise-generating equipment  Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25.  All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers  For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities  Electrical power shall be used to power air compressors and similar power tools  The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day)  Temporary sound barriers shall be constructed between construction sites and affected uses 18. The contractor shall inform residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. Proof of mailing the notices shall be provided to the Community Development Department before the City issues a zoning clearance. Signs shall be in place before beginning of and throughout grading and construction activities. Noise-related complaints shall be directed to the City’s Community Development Department. 19. Prior to the issuance of grading permits, the City of San Luis Obispo shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. PALEONTOLOGICAL RESOURCES 20. A qualified project paleontologist, defined as a paleontologist who meets the standards of the SVP (2010), shall be retained to carry out all mitigation measures related to paleontological resources. 21. Prior to the start of construction, the project paleontologist or his or her designee shall conduct training for construction personnel regarding the appearance of fossils and the procedures for notifying paleontological staff should fossils be discovered by construction staff. The WEAP shall be fulfilled at the time of a preconstruction meeting at which a qualified paleontologist shall attend. City of San Luis Obispo Cultural Arts District Parking Structure Project 8 22. Ground-disturbing construction activities (including grading, trenching, foundation work, and other excavations) in previously undisturbed sediments that exceed 10 feet in depth shall be monitored on a full-time basis during initial ground disturbance. Monitoring shall be conducted by a qualified paleontological monitor, who is defined as an individual who has experience with collection and salvage of paleontological resources and meets the minimum standards of the SVP (2010). The duration and timing of the monitoring will be determined by the project paleontologist and the location and extent of proposed ground disturbance. If the project paleontologist determines that full-time monitoring is no longer warranted, based on the specific geologic conditions at the surface or at depth, the project paleontologist may recommend that monitoring be reduced to periodic spot-checking or cease entirely. Monitoring is not necessary in artificial fill or for activities that do not reach 10 feet in depth. 23. In the event of a fossil discovery by the paleontological monitor or construction personnel, all work in the immediate vicinity of the find shall cease. The project paleontologist shall evaluate the find before restarting construction activity in the area. If it is determined that the fossil(s) is (are) scientifically significant, the project paleontologist shall complete the following conditions to mitigate impacts to significant fossil resources: a. Salvage of Fossils. The project paleontologist (or paleontological monitor) shall recover significant fossils following standard field procedures for collecting paleontological resources, as described by the SVP (2010). Typically, fossils can be safely salvaged quickly by a single paleontologist and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. In this case the paleontologist shall have the authority to temporarily direct, divert or halt construction activity to ensure that the fossil(s) can be removed in a safe and timely manner. b. Preparation and Curation of Recovered Fossils. Once salvaged, significant fossils shall be identified to the lowest possible taxonomic level, prepared to a curation- ready condition, and curated in a scientific institution with a permanent paleontological collection (such as the University of California Museum of Paleontology), along with all pertinent field notes, photos, data, and maps. Fossils of undetermined significance at the time of collection may also warrant curation at the discretion of the project paleontologist. TRANSPORTATION 24. Prior to the issuance of each building permit, the construction contractor shall meet with the Public Works department to determine traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. The construction contractor will develop a Construction Traffic Management Plan for review and approval by the Public Works department. The plan shall include at least the following items and requirements:  A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 9 required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes.  Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur.  Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site).  Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant.  Temporary construction fences to contain debris and material and to secure the site.  Provisions for removal of trash generated by project construction activity.  A process for responding to and tracking complaints pertaining to construction activity.  Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. It is anticipated that this Construction Traffic Management Plan would be developed in the context of a larger Construction Management Plan, which would address other issues such as hours of construction onsite, limitations on noise and dust emissions, and other applicable items. 25. Subject to approval of the Public Works Director, the City shall incorporate improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street to enhance pedestrian safety and accessibility. The improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of each mode of use. At a minimum the project should consider:  High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure.  High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street.  Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street.  Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. City of San Luis Obispo Cultural Arts District Parking Structure Project 10 If the Community Development Director or hearing body determines that the above mitigation measures are ineffective or physically infeasible, they may add, delete, or modify the mitigation to meet the intent of the original measures. This MMP serves to comply, in part, with these mitigation measures by providing the standards and methods for monitoring to occur during project implementation. This document outlines the steps to be taken during unanticipated discoveries to mitigate potential significant impacts and provides methods for determining if and when monitoring may be reduced or eliminated during the course of project execution. Project Location and Description The project would remove of an existing 77-space surface parking lot and five existing residential structures, and construct a five-level parking structure, commercial space, and non-profit theater on five parcels, identified as Assessor’s Parcel Numbers (APNs) 002-412-001, 002-412-002, 002-412- 003, 002-412-004, 002-412-011, and 002-412-012. Main vehicular access to the structure would be from Palm Street, with secondary access from Nipomo Street. Vehicle access would not be provided from Monterey Street, but a direct pedestrian connection would be provided from the structure to Monterey Street. The parking structure’s maximum height would be 50 feet, excluding elevator towers. The maximum height of the commercial space would be 41 feet above existing grade. The theater would be a three-story structure with a gross floor area of roughly 23,841 square feet. The maximum height of the theater would be approximately 43 feet above existing grade. Section 2.5, Project Characteristics, of the 2018 Final EIR provides a detailed description of the project. The project site is depicted on the San Luis Obispo, California United States Geological Survey (USGS) 7.5-minute topographic map (Figure 1). The project area is bounded on the northwest by Palm Street, on the southwest by Nipomo Street, on the southeast by Monterey Street, and on the northeast by existing residential development. Environmental Resource Sensitivity AESTHETICS/VISUAL RESOURCES BACKGROUND The project site is located in the northwestern portion of the City’s designated Downtown Planning Area, adjacent to the Downtown Core. The majority of the project site and adjacent parcels to the east, south, and west are located within the City’s Downtown Historic District, which affects its visual context along Monterey and Nipomo Streets. Because of the project site’s location in a developed urban area, views of the project site are generally limited, with long-range views blocked by existing development or vegetation. The utility poles and wires that surround and cross over the site are another dominant visual feature of the project site. Elevations onsite range from 190 and 206 feet above mean sea level, and slopes are generally toward the northwest. AIR QUALITY BACKGROUND The South Coast Air Basin is in non-attainment for particulate matter (PM10), and the work area is located within 1,000 feet of sensitive receptors, including Mission College Preparatory Academy, existing residential units, and San Luis Obispo Children’s Museum). In accordance with the standards of the San Luis Obispo Air Pollution Control District CEQA Handbook standard mitigation measures Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 11 Figure 1 Project Location Depicted on Topographic Background City of San Luis Obispo Cultural Arts District Parking Structure Project 12 are required during construction of the proposed utility improvements to reduce potential air quality impacts below applicable thresholds of significance. BIOLOGICAL BACKGROUND The project site is currently developed with a surface parking lot, one detached garage, and five residences, and is surrounded by urban land uses. The site does not provide suitable habitat for wildlife or sensitive plant or animal species, or any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service. However, trees on the site may support nesting birds protected under the Migratory Bird Treaty Act. The federal Migratory Bird Treaty Act (16 United States Code Section 703-711) protects all migratory birds, their nests and eggs against take, possession, or destruction. The MBTA was enacted in 1918 and is enforced by the U.S. Fish and Wildlife Service. Abiding by the MBTA requires that active nests be avoided. CULTURAL BACKGROUND The current project is located in the City of San Luis Obispo in close proximity to the Mission San Luis Obispo de Tolosa. In 2018, the City conducted an environmental impact report to determine the potential environmental impacts for the Palm Nipomo Parking Structure Project (City of San Luis Obispo 2018). As part of this analysis the City determined that the current project site was within an archaeologically sensitive area; however, all portions of the project site are developed with hardscaping and likely disturbed due to previous development. As such, a pedestrian survey or archaeological testing was infeasible. Given the project is within areas determined to be sensitive for archaeological resources and in accordance with the City’s Archaeological Resource Preservation Program Guidelines, the project required archaeological monitoring during project-related ground disturbing activities to mitigate potential impacts to cultural resources (City of San Luis Obispo 2018; City of San Luis Obispo 2009). GEOLOGY/SOILS BACKGROUND The site is relatively flat with no significant slopes on or immediately adjacent to the site, and is not subject to geological hazards including landslides and slope instability. The soils consist of alluvial sediments overlying bedrock, with a potential for expansion. The soils are comprised of laterally discontinuous zones of sandy clay, clay, and clayey gravel extending to depths of 25 to 40 feet below the surface. HAZARDS AND HAZARDOUS MATERIALS BACKGROUND A hazardous materials assessment for the project site was prepared in April 2011 by Earth Systems Pacific. Based on the results of a government database records search, the project site is not included on a list of hazardous material sites compiled pursuant to Government Code Section 65962.5. Archived documents at the City of San Luis Obispo Fire Department indicate that the previous use of the site as a welding/automobile repair shop contained several areas of oil-stained soil, a dry well, and a hydraulic lift. It is unknown whether or not soil sampling was conducted at the time of removal of these features and there is a potential that these or other undocumented buried features would be encountered during excavation. Furthermore, soil samples taken in 2005 at three and four feet indicate the presence of total petroleum hydrocarbons in quantities that exceed City of San Luis Obispo Fire Department action levels. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 13 HISTORICAL RESOURCES BACKGROUND The project site is partially located within the locally designated City of San Luis Obispo Downtown Historic District (historic district). The historical resources analysis conducted as part of the 2018 Final EIR indicated the presence of two properties in the project site that contribute to the historic district, 610 and 614 Monterey Street; 614 Monterey Street has also been found individually eligible for historical designation. Due to their designation as contributors to the historic district, and in the case of 614 Monterey Street, its local eligibility, these properties are considered historical resources under CEQA and would be demolished by the project. The 2018 Final EIR determined that, due to the demolition of 610 and 614 Monterey Street, impacts to historical resources as a result of the project would be significant and unavoidable. However, implementation of Mitigation Measure CR-1 is required to reduce impacts to historical resources to the greatest extent possible. In addition to the direct impacts discussed above, the 2018 Final EIR analyzed the potential indirect impacts to historical resources associated with the project, in particular to the locally-designated Hays-Lattimer Adobe and Harmony Creamery. The 2018 Final EIR concluded that although the project would negatively affect the historic integrity of the Hays-Lattimer Adobe and Harmony Creamery, both would retain their ability to convey their significance and therefore, indirect impacts would therefore be less than significant. Therefore, no mitigation additional mitigation is required. NOISE BACKGROUND The primary noise sources in the project area are from U.S. 101, light vehicle traffic along Palm Street, Nipomo Street, and Monterey Street, and occasional noise from the Mission College Preparatory school athletic field. Noise-sensitive receptors closest to the project site include the following: single- and multi-family residential units adjacent to the northeast project boundary; the San Luis Obispo Children’s Museum located across Monterey Street, approximately 50 feet from the southeast project boundary; the Reis Family Mortuary across Nipomo Street, approximately 50 feet from the western project boundary; residential suites on the second story of the mixed-use development on the south corner of the intersection of Dana Street and Nipomo Street, approximately 60 feet from the southern project boundary; single-family residences located across Nipomo Street, approximately 90 feet from the western project boundary; and the Mission College Preparatory school athletic field across Palm Street, approximately 75 feet from the northwest project boundary. PALEONTOLOGICAL BACKGROUND The project site and surrounding region was mapped at a scale of 1:24,000 by Dibblee and Minch (2004), who identified a single geologic unit, Quaternary alluvium, underlying the project site. A geotechnical report for the project found alluvium at the surface or below the artificial fill, reaching a depth of 25 to 44 feet (Earth Systems Pacific 2011). Early Holocene and Pleistocene alluvial sediments have produced scientifically significant fossils throughout California, including San Luis Obispo County, yielding taxa such as mammoth (Mammuthus), mastodon (Mammut), horse (Equus), bison (Bison), camel (Camelops), ground sloth (Paramylodon), and rodent (Sciuridae) (Jefferson et al. 1992; Jefferson 2010; Paleobiology Database 2022; University of California Museum of Paleontology 2022). City of San Luis Obispo Cultural Arts District Parking Structure Project 14 TRANSPORTATION BACKGROUND Regional access to the project site is provided by U.S. 101, located west and north of the study area, and Highway 1, which coincides with and is designated Santa Rosa Street (north of U.S. Highway 101) near the project site. All of the study area roadways are classified as Local Commercial streets in the City’s General Plan Circulation Element. Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 15 2 Plan Check Requirements The following outlines the mitigation requirements that shall be reflected on final plans and/or project specifications. 1. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall confirm Architectural Review Committee review and approval of a comprehensive lighting plan consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall include:  Identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting  A photometric map  Shielding of point sources of all exterior lighting from offsite views  Directing light downward and cut-off fixtures or shields  Lumination from exterior lights at the lowest level allowed by public safety standards  Exterior lighting design that does not focus illumination onto exterior walls  No internal illumination of any signage visible from offsite 2. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall review the final building plans to verify that roof and building materials are non-reflective, and are muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. 3. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review the final grading plans to verify the following air quality mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): FUGITIVE DUST CONTROL REQUIREMENTS  Reduce the amount of the disturbed area where possible  Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible  All dirt stock pile areas shall be sprayed daily as needed  Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities City of San Luis Obispo Cultural Arts District Parking Structure Project 16  Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established  All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD  All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used  Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site  All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114  Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site  Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible  All of these fugitive dust mitigation measures shall be shown on grading and building plans  The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. STANDARD CONTROL MEASURES FOR CONSTRUCTION EQUIPMENT  Maintain all construction equipment in proper tune according to manufacturer’s specifications  Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road)  Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation  Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation  Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 17  All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit  Diesel idling within 1,000 feet of sensitive receptors is not permitted  Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors  Electrify equipment when feasible  Substitute gasoline-powered in place of diesel-powered equipment, where feasible  Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel BEST AVAILABLE CONTROL TECHNOLOGY (BACT) FOR CONSTRUCTION EQUIPMENT  Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible  Repower equipment with the cleanest engines available  Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) ARCHITECTURAL COATING  Low or no VOC-emission paint shall be used with levels of 50 g/L or less 4. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review and approve a design-level geotechnical report that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. 5. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review the grading and building final plans to verify all geotechnical improvements to onsite soils, the foundation, and parking structure identified in the approved design-level geotechnical report are reflected on final grading and building plans. 6. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review and approve a work plan for soil sample testing for site associated potential constituents of concern including metals, polycyclic aromatic hydrocarbons, and total petroleum hydrocarbons. The work plan shall address the sampling protocols to be followed, the number of samples to be taken, and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation or other special handling, contaminated materials shall be remediated either prior to or concurrent with construction. Impacted soil not requiring remediation would be excavated, stored, transported, and disposed City of San Luis Obispo Cultural Arts District Parking Structure Project 18 following a lead oversight agency approved soil management plan. If remediation of soil impacts beyond the planned area of excavation is warranted, a remedial action plan may be required. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be properly managed under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency (likely San Luis Obispo County Public Health Environmental Health Services Division). Permitting for the excavation of contaminated soil may also be required from the San Luis Obispo Air Pollution Control District. The remediation or soil management program shall also be approved by the San Luis Obispo City Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation or soil management activities, the environmental consultant shall prepare a report summarizing the project, the remediation approach or soil management implemented, and the analytical results, including all waste disposal or treatment manifests. The remediation or management of impacted soil can be performed concurrently with excavation for project construction. HAZWOPER certified workers may be required. 7. Prior to issuance of demolition permits the Community Development Director or other City compliance monitor shall review and approve archival historic building documentation packages for both 610 and 614 Monterey Street that comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall follow the Historic American Building Survey (HABS) Level III requirements and include high-quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. 8. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review and approve a construction vehicle and hauling route that shall be used for all construction vehicles and hauling trips during the duration of construction. (This measure may be developed in the context of a larger Construction Management Plan.) 9. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the final grading and building plans to verify the following noise mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): CONSTRUCTION WORK HOURS  Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 19 lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. CONSTRUCTION EQUIPMENT NOISE MANAGEMENT TECHNIQUES  For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include:  Sound blankets on noise-generating equipment  Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25.  All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers  For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities  Electrical power shall be used to power air compressors and similar power tools  The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day)  Temporary sound barriers shall be constructed between construction sites and affected uses 10. Prior to issuance of grading permits the Public Works Director or other City compliance monitor shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. 11. Prior to issuance of zoning clearance the Community Development Director or other City compliance monitor shall review and approve proof that the contractor has mailed notices to residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. 12. Prior to issuance of each building permit the Public Works Director or other City compliance monitor shall review and approve a Construction Traffic Management Plan that identifies traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. (This measure may be developed in the context of a larger Construction Management Plan.) The Construction Traffic Management Plan shall include: City of San Luis Obispo Cultural Arts District Parking Structure Project 20  A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes.  Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur.  Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site).  Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant.  Temporary construction fences to contain debris and material and to secure the site.  Provisions for removal of trash generated by project construction activity.  A process for responding to and tracking complaints pertaining to construction activity.  Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. 13. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the grading and building final plans to verify required improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street are reflected on final grading and building plans. The required improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of pedestrian, bicycle, and vehicle modes of use. At a minimum the required improvements shall include:  High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure.  High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street.  Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street.  Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. Additional plans requiring review and approval by the Community Development Director prior to Encroachment Permit issuance include an archaeological monitoring plan consistent with the requirements of the City’s Archaeological Resource Preservation Guidelines, which is incorporated in this MMP as Section 3, Monitoring Requirements. Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 21 3 Monitoring Requirements AIR QUALITY MITIGATION MONITORING REQUIREMENTS Periodically during construction (minimum once per month) the City compliance monitor shell field verify compliance with the Fugitive Dust Control Requirements, Standard Control Measures for Construction Equipment, BACT for Construction Equipment, and Architectural Coating mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. BIOLOGICAL RESOURCES/NESTING BIRD MITIGATION MONITORING REQUIREMENTS If construction activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition, must begin between February through August, prior to initiation of construction activities the City compliance monitor shall ensure a qualified biologist completes a pre-construction nesting bird survey no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary by the qualified biologist under the supervision of the City compliance monitor. The City compliance monitor shall notify all construction personnel as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the qualified biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL/ARCHAEOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR archaeological monitoring is required for all project-related ground disturbance . All archaeological monitoring efforts shall be conducted under the direction of an archaeologist meeting the Secretary of the Interior’s Professional Qualifications Standards for archaeology (National Park Service [NPS] 1983; hereafter, Qualified Archaeologist). Archaeological monitor(s) shall be onsite during all project-related earthmoving activities. Earthmoving activities include, but are not limited to, vegetation removal, grading, excavation, trenching, and all other excavation activities. During monitoring, the monitors shall examine the work areas for the presence of prehistoric artifacts (e.g., chipped stone tools and production debris, stone milling tools, ceramics), historic-period debris (e.g., metal, glass, ceramics), and/or soil discoloration that might indicate the presence of a cultural midden. Each monitor shall maintain a daily log documenting ground disturbing activity, work locations, description and provenience of any archaeological discoveries (if any), and any necessary action items for monitoring City of San Luis Obispo Cultural Arts District Parking Structure Project 22 In the event of a find, the archaeological monitors retain the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. If the archaeological resource is prehistoric in nature, a local Native American group will be contacted to and given the opportunity consult with the City regarding the find and provide recommendation. A Native American monitor will be retained for the remainder of earth disturbing activities should a prehistoric resource be found during construction. Protocols in the case of a find are discussed in greater detail in Section 4 below. Monitoring shall continue until the Qualified Archaeologist, in coordination with the City (and Native American monitor if present), has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any organic material (sterile), soils that are determined to be not native to the area, areas found to be heavily disturbed by modern activities, or the encounter of undisturbed hardpan/bedrock type soil conditions or depth of excavation (i.e., exceeds a depth where cultural resources may reasonably be expected). When/if culturally sterile soils are encountered during monitoring, the Qualified Archaeologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. NOISE MITIGATION MONITORING REQUIREMENTS Prior to initiation of grading and construction activities the City compliance monitor shall field verify signs are in place directing noise-related complaints to the City’s Community Development Department. Periodically during construction (minimum once per week) the City compliance monitor shall field verify compliance with signage requirements, in addition to the Construction Work Hours and Construction Equipment Noise Management Techniques mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. PALEONTOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR, paleontological monitoring is required during initial ground disturbance of sediments deeper than 10 feet below surface, with the project paleontologist (defined as an individual meeting the standards of a Qualified Professional Paleontologist per SVP [2010]) modifying the monitoring schedule as appropriate (City of San Luis Obispo 2007). Excavations that are less than 10 feet below the surface or are in previously disturbed sediments, do not require monitoring. Monitoring will be conducted by a paleontological monitor (defined as an individual meeting the standards of a Qualified Paleontological Monitor per the standards of the SVP [2010]). Monitoring will consist of the visual inspection of excavated or graded areas, trench and pit sidewalls, and spoils piles. Paleontological monitoring is documented in daily electronic monitoring logs, which at a minimum, include a description of areas monitored, monitor name(s), a summary of monitoring activities, and a description of the disturbed geologic units within a stratigraphic context. In paleontologically sensitive areas, or in adjacent areas that can provide context for the geology and paleontology, Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 23 outcrops and cut exposures will be examined and observed geologic features will be recorded when/if available. The paleontological monitor will be equipped with hand tools and supplies (e.g., geological hammer, shovel, pick, chisels, whisk broom, buckets, specimen bags, field notebook, forms, pens, markers, and glue) to allow for the rapid salvage of fossil remains. At all times, the paleontological monitor will wear the appropriate personal protective equipment in compliance with the on-site contractor PPE work rules, including a hard hat, heavy footwear, sleeved shirt, long pants, safety glasses, and a high-visibility safety vest. In the event of a find, the paleontological monitor retains the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. Monitoring shall continue until the project paleontologist, in coordination with the City, has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any potential to encounter paleontological resources (sterile), soils that are determined to be not native to the area, or areas found to be heavily disturbed by modern activities. When/if paleontologically sterile soils are encountered during monitoring, the project paleontologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. If the construction schedule changes or excavations begin in a new area, the project paleontologist may reinstate paleontological monitoring. City of San Luis Obispo Cultural Arts District Parking Structure Project 24 4 Archaeological Testing Requirements In compliance with Mitigation Measure 9, “fieldwork after the removal of pavement consisting of a Phase I inventory, Phase II Testing and Evaluation, and Phase III Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; the completion of special studies, such as faunal analysis, if appropriate” is required. As part of mitigation, an extended Phase I of CA-SLO-2431H shall be conducted. If CA-SLO-2431H contains subsurface cultural materials, the resource shall be evaluated for significance and eligibility for listing in the CRHR through the implementation of a Phase II evaluation program. Phase II evaluations shall include any necessary archival research to identify significant historical associations as well as mapping of surface artifacts, collection of functionally or temporally diagnostic tools and debris, and excavation of a sample of the cultural deposit to characterize the nature of the sites, define the artifact and feature contents, determine horizontal boundaries and depth below surface, and retrieve representative samples of artifacts and other remains. If the resource is found eligible for listing on the NRHP, CRHR, or local register, a Phase III data recovery program shall be conducted to mitigate the impacts to the resource if avoidance remains infeasible. A data recovery program shall include the development of a site-specific research design, testing program, laboratory analysis, and reporting with the intention of extracting data from the resource to the point of redundancy. Cultural materials collected from the sites shall be processed and analyzed in the laboratory according to standard archaeological procedures. The age of archaeological resources shall be determined using radiocarbon dating or other appropriate procedures; metal, ceramic, faunal remains, and other cultural materials shall be identified and analyzed according to current professional standards. The significance of the resource shall be evaluated according to the criteria of the CRHR. The results of the investigations shall be presented in a technical report following the standards of the California Office of Historic Preservation publication “Archaeological Resource Management Reports: Recommended Content and Format (1990 or latest edition).” Any necessary archaeological data recovery excavation shall be carried out by a Registered Professional Archaeologist according to a research design reviewed and approved by the City, as the lead agency, and prepared in advance of fieldwork and using appropriate archaeological field and laboratory methods consistent with the California Office of Historic Preservation Planning Bulletin 5 (1991), Guidelines for Archaeological Research Design, or the latest edition thereof. Upon completion of the work, all artifacts, other cultural remains, records, photographs, and other documentation shall be curated an appropriate curation facility to be determined on a case-by-case basis in consultation with the City and interested parties (e.g., historical organizations). Resource Discovery Plan Phase 1B & Phase 2 Mitigation and Monitoring Plan 25 5 Resource Discovery Plan The following outlines the procedures to be followed in the inadvertent discovery of cultural resources, including human remains. Discovery of Archaeological Resources The procedure for dealing appropriately with unanticipated resources encountered during construction will include, but not be limited to, the following: For the discovery of previously unknown archaeological resources: The archaeological monitor will divert construction activity in the immediate vicinity of the find by signaling to construction staff and notifying the designated construction foreman. The monitor will report the discovery to Rincon’s qualified archaeologist and the City’s construction inspector. The “immediate vicinity” will vary depending upon specific circumstances. If the archaeological resource is prehistoric in nature, a local Native American group will consult about the find, and a Native American monitor will be retained for the remainder of earth disturbing activities. Upon completion of the above notification, the archaeological monitor will determine the nature and extent of the cultural remains and make a preliminary assessment of their integrity and potential importance. If the archaeological monitor determines that the discovery is not cultural, or is an isolated artifact, the monitor will immediately notify the qualified archaeologist and construction manager that activities may resume as soon as the archaeological item(s) has been properly photographed and recorded. If potentially significant cultural features, artifact concentrations, or intact deposits are discovered, the archaeological monitor will divert construction activity in the immediate vicinity and report the discovery to the qualified archaeologist and the City’s construction inspector so that appropriate notifications to the City can be issued. A temporary Construction Exclusion Zone (CEZ), consisting of lath and flagging tape, will be erected around the discovery. The size of the CEZ may be reduced or enlarged as the significance and extent of the find is determined and treatment measures are implemented. For the purposes of the current effort, a minimum 100-foot radius shall be established for any remains that are suspected of being human (see Section 4.2 for further direction related to the discovery of human remains). Isolated artifacts shall be marked by an orange cone or flagging with no additional radius. In the case of the discovery of an intact archaeological site, a radius of 100 feet may be established so that the resource may be evaluated. This radius may be reduced or expanded based on the nature of the resource and the area required for archaeologists to work safely. The CEZ will not be removed until the potentially significant cultural resource has been evaluated to assess whether it is classified as a “historical resource,” pursuant to the California Environmental Quality Act (CCR, § 15064.5[a]). To minimize construction delays, if a potentially significant cultural resource is discovered during monitoring, Rincon will immediately contact the City to formulate a plan for further treatment. Cultural resources identified within the site shall be recorded according to current archaeological standards. This shall include the preparation of California Department of Parks and Recreation (DPR) Series 523 forms. Pertinent information concerning the resource(s) shall be recorded, including the site type, components, size, and provenience. Upon completion, the Series 523 forms shall be City of San Luis Obispo Cultural Arts District Parking Structure Project 26 submitted to the California Historical Resources Information System’s Central Coast Information Center, located at the Santa Barbra Museum of Natural History for primary number and trinomial designation. Final copies of the Series 523 forms shall be included in the final monitoring report. In addition to the Series 523 forms, a final compliance report shall be prepared as presented in Section 5.1 below. Discovery of Human Remains There is a possibility that the project’s construction-related activities may encounter human burials or cremations. Therefore, if the project’s construction-related activities find potential human bone, ground-disturbing activities in the area of the discovery shall immediately be halted or redirected while a temporary CEZ surrounding the site of discovery is established to allow for further examination and treatment of the find. The qualified archaeologist shall also immediately notify the City and the San Luis Obispo County Coroner’s Office by telephone, pursuant to Health and Safety Code 7050.5. By law, the Coroner will determine within 48 hours of being notified if the remains are subject to his or her authority. If the human remains are determined to be prehistoric, the coroner will notify the Native American Heritage Commission, which will determine and notify a most likely descendant (MLD). The MLD shall complete the inspection of the site within 48 hours of being granted access and provide recommendations for the treatment of any human remains and artifacts associated with Native American burials. Discovery of Paleontological Resources In the event of a paleontological resource discovery, all work in the immediate vicinity of the discovery will be halted and a 50-foot buffer will be delineated around the discovery, to create a construction equipment exclusion zone to allow the paleontological monitor a safe zone to work within. The project paleontologist will determine if the discovery has fossil(s) that have the potential to be significant, and if they do, they shall recover the fossils following standard field procedures. Most fossils can be safely salvaged quickly by a single paleontological monitor and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. During recovery of potentially significant fossils, the paleontological monitor will document all identification and recovery efforts, including assigning a unique field number to each fossil specimen, fossil locality, or sediment sample, and record the field number and associated specimen/sample data (identification by taxon and element, sample size, etc.), corresponding geologic data (particularly lithology, stratigraphic unit, stratigraphic level within the unit, inferred age, etc.), and geographic site data (UTM coordinate location, elevation, etc.) in their field notes. Reporting of Monitoring Results and Curation Finds Phase 1B & Phase 2 Mitigation and Monitoring Plan 27 6 Reporting of Monitoring Results and Curation Finds Reporting of Archaeological Monitoring Results At the conclusion of the construction activities requiring archeological monitoring, an archaeological monitoring report shall be prepared under the direction of the qualified archaeologist. The monitoring report will outline the methodology of archaeological mitigation at the project site, describe the construction activity and duration, and present the results of the monitoring. The level of effort to complete a monitoring report is dependent on the number of resources recovered during monitoring activities. Should the monitoring effort be negative for the identification of cultural resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If archaeological materials are recovered, a comprehensive technical report will also be required to describe and interpret findings and data. The technical report shall be prepared in accordance with the Archaeological Resources Management Reports (ARMR): Recommended Contents and Format. If required, the ARMR-format report shall include a complete description of resources identified during monitoring, treatment of those resources, National Register of Historic Places (NRHP) eligibility recommendations, site records, and site maps. The final version of the monitoring report shall be submitted to the City and the Central Coast Information Center of the California Historical Resources Information Center. Curation of Archaeological Finds Recovered archaeological finds not associated with burials will be temporarily stored by Rincon until either an appropriate on-site reburial location or repository is agreed upon by the City, other interested Native American groups, and/or MLD. If necessary, curation preparation will include creating acid-free labels and tags, placing artifacts in archival quality bags and boxes, and submitting a hard copy of the report on acid-free paper with and the artifacts to the selected curation facility. Permanent treatment of human remains and associated funerary items shall be determined by the MLD in coordination with the City. Reporting of Paleontological Monitoring Results At the conclusion of construction activities requiring paleontological monitoring, a paleontological monitoring report shall be prepared under the direction of the project paleontologist. The monitoring report will present the paleontological mitigation and the methods by which it was satisfied within the project site. The level of effort to complete a monitoring report is dependent on the nature of the resources recovered during construction. Should the monitoring effort be negative for the identification of paleontological resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If paleontological resources are recovered, a comprehensive technical report will be City of San Luis Obispo Cultural Arts District Parking Structure Project 28 required to describe and interpret findings and data consistent with the requirements of the SVP (2010). Curation of Paleontological Resources All paleontological resources and data recovered from the project site shall be curated together at the Santa Barbara Museum of Natural History. All collected fossil resources are the property of the City and shall be provided to the Santa Barbara Museum of Natural History along with a deed of gift. Curation would require placement of fossils into archival specimen trays with labels containing relevant curatorial information. A copy of the Project’s curation agreement with the Santa Barbara Museum of Natural History is attached as Appendix 1. References Phase 1B & Phase 2 Mitigation and Monitoring Plan 29 7 References National Park Service 1983 Archaeology and Historic Preservation: Secretary of the Interior’s Standards and Guidelines. Washington, DC. https://www.nps.gov/history/local- law/arch_stnds_0.htm, accessed April 1, 2022. City of San Luis Obispo 2018 Final Environmental Impact Report and Mitigation Monitoring and Reporting Program for the Palm Nipomo Parking Structure Project. On file with the City of San Luis Obispo City of San Luis Obispo 2009 Archaeological Resource Preservation Program Guidelines. https://www.slocity.org/home/showpublisheddocument/4140/6354976496520000 00, accessed May 27, 2022 Earth Systems Pacific 2011 Geotechnical, Geologic, and Hazardous Materials Assessment Report, Palm and Nipomo Parking Structure, Palm and Nipomo Streets, San Luis Obispo, California. April 21, 2011. Jefferson, G.T. 2010 A catalogue of late Quaternary vertebrates from California. Natural History Museum of Los Angeles County Technical Report. Volume 7, pp. 5-172. Jefferson, G.T., H.L. Fierstine, J.R. Wesling, and T.-L. Ku. 1992 Pleistocene terrestrial vertebrates from near Point San Luis, and other localities in San Luis Obispo County, California, Bulletin of the Southern California Academy of Sciences. Volume 91, pp. 26-38. Paleobiology Database 2022 The Paleobiology Database, http://paleobiodb.org/ (accessed June 2022) Society of Vertebrate Paleontology (SVP) 2010 Standard Procedures for the Assessment and Mitigation of Adverse Impacts to Paleontological Resources. Society of Vertebrate Paleontology Impact Mitigation Guidelines Revision Committee. https://vertpaleo.org/wp- content/uploads/2021/01/SVP_Impact_Mitigation_Guidelines-1.pdf. University of California Museum of Paleontology 2022 UCMP online database specimen search portal, http://ucmpdb.berkeley.edu/ (accessed June 2022) 162 From:Waugh, Douglas Sent:Tuesday, October 25, 2022 7:17 AM To:Dustin Merrick Subject:RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Dustin – That will actually work out better for us. I will place that date and time on my calendar. Thanks, Doug From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, October 24, 2022 4:40 PM To: Waugh, Douglas <DWaugh@slocity.org>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Hussey, Gaven <ghussey@slocity.org>; Nelson, Brian <BNelson@slocity.org> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Doug, I just found out our architectural historian is no longer available 10/26, but he can do his site visit 11/1 at 9 AM (or any time that’s convenient for you). Would getting him access on that date be possible? If not, we’re happy to coordinate a date that works better for you. Apologies for the inconvenience. Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Waugh, Douglas <DWaugh@slocity.org> Sent: Monday, October 24, 2022 3:42 PM To: Dustin Merrick <dmerrick@rinconconsultants.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Hussey, Gaven <ghussey@slocity.org>; Nelson, Brian <BNelson@slocity.org> Subject: Re: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . That will work I’ll see you then Get Outlook for iOS From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, October 24, 2022 3:38:25 PM To: Waugh, Douglas <DWaugh@slocity.org>; JulieAnn Murphy <jmurphy@rinconconsultants.com> 163 Cc: McKay, Lief I. <limckay@rrmdesign.com>; Hussey, Gaven <ghussey@slocity.org>; Nelson, Brian <BNelson@slocity.org> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Doug! We’ll have the architect (Dan) on site at 8:30 if that works for you and our architectural historian (James Williams) on site a bit after that (he’s driving up from Ventura). Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Waugh, Douglas <DWaugh@slocity.org> Sent: Monday, October 24, 2022 3:04 PM To: Dustin Merrick <dmerrick@rinconconsultants.com>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Hussey, Gaven <ghussey@slocity.org>; Nelson, Brian <BNelson@slocity.org> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Dustin – Yes, I can open the houses up. Just send me the time and I can meet you there. Thanks, Doug From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, October 24, 2022 2:55 PM To: Waugh, Douglas <DWaugh@slocity.org>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Hussey, Gaven <ghussey@slocity.org>; Nelson, Brian <BNelson@slocity.org> Subject: Re: [EXT] Cultural Arts District Parking Structure - Phase 1A Hi Doug, I wanted to follow up and confirm you received my email. We were hoping to access 610 and 614 Monterey this Wednesday and Brian had mentioned you as the person who could give us access. Would Wednesday work for you? Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Dustin Merrick Sent: Wednesday, October 19, 2022 4:50:42 PM To: Waugh, Douglas <DWaugh@slocity.org>; JulieAnn Murphy <jmurphy@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Hussey, Gaven <ghussey@slocity.org>; Nelson, Brian <BNelson@slocity.org> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A 164 Hi Doug, Brian asked me to reach out to you regarding access to 610 & 614 Monterey buildings. Our team was hoping to access them 10/26 if that date would work for you. Please let me know if there is an issue with access or if there are specific times that you’d be available if not 10/26. Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, October 12, 2022 9:18 AM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Steven Treffers <streffers@rinconconsultants.com>; Waugh, Douglas <DWaugh@slocity.org>; Hussey, Gaven <ghussey@slocity.org> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Attached is the updated purchase order. Please coordinate with Doug Waugh (cc’d) for access to 610 & 614 Monterey structures for the historical documentation. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Tuesday, October 11, 2022 11:08 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Steven Treffers <streffers@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Brian! We’ll get started on these tasks. Should we contact you in regard to accessing the buildings or should that be someone else with the city? Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com 165 From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, October 11, 2022 7:40 AM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Thanks for sending the revised amendment. Please take this email as authorization to proceed with the work. I will provide you an amendment PO by end of week or early next. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, October 10, 2022 3:19 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: Re: [EXT] Cultural Arts District Parking Structure - Phase 1A Hi Brian, Please see attached. Let me know if you have any questions or comments, thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 8:25:17 AM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, 166 I would like to get your staff proceeding on this revised scope asap. When do you anticipate sending me the revised amendment request? Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Nelson, Brian Sent: Wednesday, October 5, 2022 4:29 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Dustin, nice matrix. Yes, please send me a revised proposal with:  Drawings/plans for both buildings  Removal of field monitoring, as at this stage we will only need the soil management plan for the contract docs. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, October 5, 2022 12:06 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Brian! We can get in touch with Kitchell regarding the EES monitoring task. Attached is a comment matrix for your comments on the change order. We can send you an updated change order with the monitoring cost/scope removed if that works for you. Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, October 4, 2022 12:35 PM To: Dustin Merrick <dmerrick@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . 167 Hi Dustin, Thanks for sending this over. I was out on vacation last week but am back and following up on several things. I had a chance to review the change order and had a few questions/clarifications that I added to the attached file. Please take a look and let me know your thoughts. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, September 28, 2022 2:31 PM To: Chris Bersbach <cbersbach@rinconconsultants.com>; Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Chris! Here it is hot off the press. Brian and Lief, please don’t hesitate to reach out if you have any questions or comments on the doc before setting up the PO. Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, September 28, 2022 2:26 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Dustin Merrick <dmerrick@rinconconsultants.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Hey Brian, I wanted to give you a heads up that you can expect our scope and fee estimate for the cultural monitoring work, Soil Management Plan, etc before the end of the day today. It’s going to be coming to you from Dustin Merrick. He’ll probably be your primary point of contact for the remainder of that work, but please don’t hesitate to continue to keep me in the loop. We just figured it’d be more efficient to identify him as POC since the CR monitoring is going to be the most active piece of work going forward. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com 168 From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, September 22, 2022 8:03 AM To: Dustin Merrick <dmerrick@rinconconsultants.com>; Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Please add 15 days to monitoring to make it an even 20 days. The remaining 10 days will probably be PG&E coordination, installation of solar lighting in the parking lot, etc. If for some reason trenching is extended beyond 20 days we can pay T&M for the additional time and amend the contract again to capture it. When can I expect the amendment for review? Thanks. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, September 21, 2022 12:10 PM To: Nelson, Brian <BNelson@slocity.org>; Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Brian, This all looks good from the CR end. I do have a question related to the number of monitoring days for Phase 1A based on the bid sheet you attached. Based on direction we received, Rincon originally scoped for 5 days of monitoring; however, the numbe r of days I saw in the bid indicates 30 days of construction. Should we add an additional 25 days of monitoring into our change order that we discussed last week? Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com 169 From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, September 16, 2022 10:24 AM To: Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: Dustin Merrick <dmerrick@rinconconsultants.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris/Shawn, Attached is the bid documents for Phase 1A of the CADPS. The bid opening has been delayed by addendum until next week. Please review for the attached scope of the project. Note that the Phase 1A Mitigation and Monitoring plan is included in the specifications as Appendix C. Contractor compliance is required per bid item #19. Let me know if you have any questions. Thanks, Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications 170 From:Guzman, Manuel Sent:Monday, October 24, 2022 12:03 PM To:Randy Rominger Subject:CADPS RE & CM Services Attachments:2022-09-16_CADPS_Phase 1B_Specs.pdf; 2022-09-16_CADPS_Phase 1B Plans_REV1.pdf Randy – Attached to this email are the revised set of plans for phase 1B of the CADPS project. Could you revise Kitchell’s fee schedule and resubmit it based on the retaining wall work no longer being part of phase 1B. In addition please remove the survey task from the proposal/schedule. Survey will be provided by the project contractor. Also if we award the work to Kitchell, certified payroll will have to be provided thought the project including subconsultants. Any questions let me know. Thanks, Manny Guzman, P.E. City of San Luis Obispo E mguzman@slocity.org T 805.781.7423 C 805-540.0446 REPORT NAME: GEOTECHNICAL ENGINEERING REPORT: PALM-NIPOMO STREET PARKING STRUCTURE AND REPERTORY THEATER DATE:DECEMBER 13, 2019 (REVISED JANUARY 7, 2020) PREPARER:NICK ZOETEWEY LICENSE:C-79891 FIRM:EARTH SYSTEMS PACIFIC 4378 OLD SANTA FE ROAD SAN LUIS OBISPO, CA 93401 P: (805) 544-3276 GEOTECHNICAL REPORT THESE PHASE 1B SITE PREPARATION PLANS CONSIST OF TREE PROTECTION, DEMOLITION AND CLEARING. PHASE 2 (UNDER SEPARATE COVER) INCLUDE ON-SITE ROUGH GRADING, TEMPORARY AND PERMANENT SHORING, IMPROVEMENTS, BUILDINGS, PRECISE GRADING, LANDSCAPE AND ASSOCIATED FRONTAGE IMPROVEMENTS. CITY PROJECT NUMBER: GRAD-1974-2022 ASSOCIATED PERMITS: ARCH-0415-2019 GRAD-1653-2022 PHASE 1A - DRY UTILITY UNDERGROUNDING SITE AREA OF DISTURBANCE: 1.2 ACRES WDID NUMBER: ______________________ PROJECT DESCRIPTION STORMWATER COMPLIANCE C-1.1 PROJECT SITE NOT TO SCALE RRM CIVIL SHEETS C-1.1 TITLE SHEET C-1.2 GENERAL NOTES C-2.1 EXISTING CONDITIONS C-2.2 TREE PROTECTION PLAN C-2.3 DEMOLITION PLAN C-9.1 CONDITIONS OF APPROVAL C-9.2 CONDITIONS OF APPROVAL C-9.3 CONDITIONS OF APPROVAL C-9.4 CONDITIONS OF APPROVAL C-9.5 CONDITIONS OF APPROVAL FUTURE PARKING STRUCTURE FUTURE SLO REP THEATRE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT" (U.S.A.) TOLL FREE AT (800) 642-2444 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. REFERENCE DOCUMENTS: SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS:AUGUST 2020 EDITION ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES: 2019 CALIFORNIA RESIDENTIAL CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA ELECTRICAL CODE AND ITS APPENDICES AND STANDARDS 2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 2019 CALIFORNIA GREEN BUILDING STANDARDS 2019 CALIFORNIA ADMINISTRATIVE CODE (CAC) TITLE 24, PART 1 CALIFORNIA CODE OF REGULATIONS (CCR) 2019 CALIFORNIA BUILDING CODE (CBC) TITLE 24, PART 2 CCR BASED ON 2012 IBC AND 2016 CA AMENDMENTS 2019 CALIFORNIA REFERENCE STANDARD CODE TITLE 24, PART 12 CCR REFERENCE NOTES PALM STREET NIPOMO STREETDANA STREET MONTEREY STREET APN 002-412-001 (609 PALM STREET) APN 002-412-002 (972 NIPOMO STREET) APN 002-412-003 (633 PALM STREET) APN 002-412-004 (630 MONTEREY STREET) APN 002-412-011 (970 NIPOMO STREET & 610 MONTEREY STREET) (2 ADDRESSES ON 1 APN) APN 002-412-012 (614 MONTEREY STREET) APN'S AND ADDRESSES THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF NIPOMO STREET BETWEEN FOUND MONUMENTS, BEARING BEING N36°15'10"W PER R1. THE BENCHMARK FOR THIS PROJECT BEING CITY OF SLO BENCHMARK NO. 372, A LEAD AND TACK ON THE WESTERLY CURB 50 FEET (15 M) NORTH OF THE NWC OF NIPOMO & DANA, ELEVATION BEING 190.00 FEET (NAVD88). Reference Documents: City Standard Specifications - August 2020 Edition City Engineering Standards - August 2020 Edition 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 2.THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THE TIME OF BID OPENING. index to plans sheet no.description general notes: datum: san luis obispo county, california APPROVED BY SPECIFICATION NO.DATE SHEET Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date FILE NO./LOCATION No. C 79870BRIAN A . NEL S ONCI V I LREGISTERED P R O F ESSIONA L E NGINEERS TATE OF CA L IF O R NIACULTURAL ARTS DISTRICT PS PHASE 1B SITE PREPARATION PLANS CITY OF SAN LUIS OBISPO, CA COUNTY OF SAN LUIS OBISPO rrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 09/16/202290435-1B 0720-02-UR19 EXP. 9/30/2023 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-1.X Title and General Notes.dwg, C-1.2, Sep 15, 2022 10:12am, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 1.NO CONSTRUCTION SHALL START WITHOUT PLANS APPROVED BY THE CITY. THE ENGINEER SHALL BE NOTIFIED AT LEAST TWENTY-FOUR HOURS PRIOR TO STARTING OF CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO THE ENGINEER WILL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR OWNER'S RISK. 2.A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE CITY AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDING INSPECTOR, PUBLIC WORKS INSPECTOR, NATURAL RESOURCE MANAGER, AND CONTRACT PLANNER SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THE LIMIT OF PUBLIC AND PRIVATE IMPROVEMENTS AND THE CORRESPONDING INSPECTION RESPONSIBILITIES. 3.ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE MOST CURRENT CITY STANDARDS AND SPECIFICATIONS, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4.ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT (SEE TITLE SHEET FOR GEOTECHNICAL ENGINEER CONTACT AND REPORT DETAILS). 5.RECORD PLANS ARE TO BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING THE RECORD PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THE CONSTRUCTION PLANS ARE FROM RECORD SOURCES AND WERE SHOWN FOR DESIGN PURPOSES ONLY. 7.ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION BY THE CONTRACTOR. 8.CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF FORTY-EIGHT WORKING HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO TEN WORKING DAYS. 9.CONSTRUCTION CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND RELATED FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF CONSTRUCTION. ALL UTILITIES THAT ARE NOT A MEMBER OF USA MUST ALSO BE NOTED. 10.A CITY ENCROACHMENT PERMIT IS REQUIRED. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, GUTTER, AND SIDEWALK, DRIVEWAY APPROACHES, SIDEWALK UNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE CITY UTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND STANDARD SPECIFICATIONS. 11.CONTACT PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7200 WITH AT LEAST A 48 HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTIONS OR FINAL INSPECTIONS. 12.THE CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE DESIGN ENGINEER FOR THE RECORD DRAWINGS. 13.ANY PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTED BY THE CITY INSPECTOR. 14.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AND CITY STANDARDS AT THE CONTRACTOR'S EXPENSE. 15.ALL PROPERTY CORNER MONUMENTS SHALL BE IN PLACE AND IDENTIFIED AT THE TIME OF THE FOUNDATION INSPECTION REQUEST. 16.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AND OBTAIN APPROVAL OF A PEDESTRIAN PROTECTION PLAN IN CONFORMANCE WITH THE CALIFORNIA BUILDING CODE. 17.A COMPACTION REPORT SHALL BE PROVIDED BY A SOILS ENGINEER STATING THAT THE BASE AND SUBGRADE WERE PREPARED IN ACCORDANCE WITH THE PROJECT SOILS REPORT. 18.IF DE-WATERING IS REQUIRED, A LOW THREAT DISCHARGE PERMIT FROM CITY ENVIRONMENTAL COMPLIANCE MAY BE REQUIRED. 19.CONTRACTOR SHALL PROVIDE A TRAFFIC AND PEDESTRIAN CONTROL PLAN TO BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE. 20.THE ENGINEER MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORESEEN PROBLEMS THAT MAY ARISE IN THE FIELD. 21.ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY. 22.DIGITAL DRAWINGS OF HORIZONTAL CONTROL PROVIDED TO SURVEY FOR PURPOSE OF CONSTRUCTION. 23.CONTRACTOR SHALL ADHERE TO ALL NOTES AND DETAILS PRESENTED ON THE EROSION CONTROL PLAN AND NOTES SHEETS. 1.THIS EXISTING CONDITIONS AND SITE PREPARATION PLAN (DEMOLITION PLAN) WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT AND THE ENGINEER DO NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2.DEMOLITION WORK AND ABANDONMENT SHALL CONFORM TO THE LATEST VERSION OF THE UNIFORM BUILDING CODE, TITLE 24, AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OF RECORD. 3.NO DEMOLITION SHALL BE STARTED WITHOUT APPROVED PLANS. THE OWNER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING DEMOLITION. 4.THE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYOND THE LIMITS AS REPRESENTED ON THESE PLANS UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE RELOCATED. 7. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER. 8. ALL DEBRIS FROM THE DEMOLITION PROCESS SHALL BE REMOVED FROM THE SITE TO AN APPROVED DUMP SITE AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE NOTED. 9. ALL HAZARDOUS MATERIALS SHALL BE REMOVED PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THAT MATERIAL BY A LICENSED ABATEMENT CONTRACTOR. 10. IF ASBESTOS IS FOUND IN THE EXISTING STRUCTURES TO BE DEMOLISHED, THEN ASBESTOS MUST BE REMOVED IN ACCORDANCE WITH APPLICABLE CITY, COUNTY, STATE AND FEDERAL GUIDELINES OR REQUIREMENTS. REMOVAL OF ASBESTOS MATERIAL SHALL BE COMPLETED BY A CONTRACTOR LICENSED TO HANDLE ASBESTOS MATERIAL. 11. ALL STREETS, ALLEYS, VEHICULAR WAYS, SIDEWALKS, AND HAUL ROUTES SHALL BE KEPT CLEAN AND CLEAR OF DEBRIS, DIRT AND DUST IN A MANNER ACCEPTABLE TO THE CITY. AT A MINIMUM, THESE AREAS SHALL BE CLEANED AT THE END OF EACH WORK DAY. FAILURE TO DO SO WILL RESULT IN A "STOP WORK" NOTICE. SAID NOTICE WILL NOT BE RELEASED UNTIL THE AREA HAS BEEN ADEQUATELY CLEANED. THE FLUSHING OF DIRT OR DEBRIS INTO STORM DRAIN OR SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED. 12. ALL ABANDONED UTILITIES SHALL BE MARKED IN THE FIELD AND LOCATED ON THE DRAWINGS OF RECORD BY THE CONTRACTOR WHICH WILL BE SUPPLIED TO BOTH THE ENGINEER OF RECORD AND THE OWNER AT THE CONCLUSION OF THE DEMOLITION WORK. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. EXISTING UTILITIES AND IMPROVEMENTS SHOWN ON THESE PLANS ARE FROM RECORD SOURCES SURVEYS. UTILITIES ARE SHOWN FOR DESIGN PURPOSES ONLY. 14. DAMAGE TO EXISTING FACILITIES NOTED TO REMAIN SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 15. THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION. 16. CONTRACTOR TO TELEPHONE UNDERGROUND SERVICE ALERT (USA) TOLL FREE AT (800) 642-2444 A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. FOR BEST RESPONSE, PROVIDE AS MUCH NOTICE AS POSSIBLE, UP TO 10 WORKING DAYS. 17. CONTRACTOR SHALL NOT INTERRUPT ANY SERVICES OR DISRUPT THE OPERATION OF ADJACENT BUSINESSES, RESIDENTIAL AREAS OR ON-SITE FACILITIES OUTSIDE THE LIMITS OF DEMOLITION. 18. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FROM THE CITY PRIOR TO THE START OF WORK. 19. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY PRIOR TO THE START OF WORK. 20. CONTRACTOR TO REMOVE AND DISPOSE OF ALL WOOD, CONCRETE, AC PAVING, AGGREGATE BASE, AND VEGETATION AS SHOWN UNLESS OTHERWISE NOTED ON THE PLANS. 21. REMOVE TREES, TOGETHER WITH THE BULK OF THE ROOTS, TO A MINIMUM DEPTH OF 4 FEET BELOW EXISTING GRADE AND WITHIN A RADIUS OF 7 FEET BEYOND THE PERIMETER OF THE TRUNK AT GROUND LINE. 22. FILL AND COMPACT HOLES RESULTING FROM TREES AND TREE STUMP REMOVAL TO REQUIRED DENSITY. FILLING SHALL NOT BE DONE UNTIL HOLES HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE. 23. DUST CONTROL SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY AND COUNTY APCD. 24. CONTRACTOR TO DISPOSE OF ALL MATERIALS PER CONSTRUCTION AND DEMOLITION RECYCLING PLAN FOR THIS PROJECT. 25. PROTECT EXISTING FACILITIES OUTSIDE THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED. 26. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING OFFICIAL AND ENGINEER DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES. 27. CONTRACTOR MUST SALVAGE TO ENGINEER UPON REQUEST ANY ITEMS WITHIN DEMOLITION AREA AT NO ADDITIONAL EXPENSE TO CITY. UTILITY NOTES GENERAL NOTES DEMOLITION NOTES 1.UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS, ETC., PRIOR TO CONTINUING WORK. 2.THE ENGINEERED DRY UTILITY PLANS WILL BE A DEFERRED SUBMITTAL ITEM. THE ENGINEERED DRY UTILITY PLANS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD TO REVIEW FOR CONFORMANCE WITH THE APPROVED PLANS. THE DEFERRED SUBMITTAL ITEMS SHALL BE FORWARDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY ON-SITE OF OFF-SITE UTILITY CONSTRUCTION. 3.ALL WATER VALVES THAT ARE DEEPER THAN 4' SHALL BE A EQUIPPED WITH A STEEL VALVE STEM EXTENSION THAT WILL ALLOW VALVE OPERATION WITH STANDARD LENGTH VALVE KEY. VALVE OPERATING NUTS SHALL BE BETWEEN 2' TO 4' BELOW GRADE. THE STEEL VALVE STEM EXTENSION SHALL BE STEEL ONLY BY PIPE LINE PRODUCTS OR APPROVED EQUAL. PROTECT ALL BURIED METALS FROM CORROSION PER HDR CORROSION CONTROL RECOMMENDATIONS (TYP). 4.THE DRY UTILITY SERVICE LINES AND BOXES SHOWN IN THESE PLANS ARE SCHEMATIC AND BASED ON PROVIDED PLANS FROM THE UTILITY PROVIDER. THE CONTRACTOR IS REQUIRED TO OBTAIN THE FINAL PLANS FROM THE UTILITY PROVIDER AND VERIFY THE FINAL ALIGNMENT PER THEIR APPROVED PLANS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ROUTING THE SERVICE WIRE THROUGH THE CONDUIT RUNS TO PROVIDE SERVICE TO THE SHOWN EQUIPMENT. ABBREVIATIONS AB AGGREGATE BASE AC ASPHALT CONCRETE AP ANGLE POINT ARV AIR RELEASE VALVE BCR BEGIN CURVE BSW/BW BACK OF SIDEWALK/WALK CB CATCH BASIN CL/CL.CENTERLINE/CLASS CMP CORRUGATED METAL PIPE CONC.CONCRETE DBH DIAMETER AT BREAST HEIGHT [OF A TREE] DI DRAIN INLET DIP DUCTILE IRON PIPE EG EXISTING GRADE EX.EXISTING ELEV ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE FP FINISHED PAD FW FIRE WATER HP HIGH POINT IPS IRON PIPE SIZE JT JOINT TRENCH LP LOW POINT EL.MAXIMUM MIN.MINIMUM NTS NOT TO SCALE PL PROPERTY LINE PCL PARCEL PCC PORTLAND CEMENT CONCRETE POC POINT OF CURVE/POINT OF CONNECTION POT POINT OF TANGENT PRC POINT OF REVERSE CURVE ROW RIGHT OF WAY RET. WALL RETAINING WALL RP REDUCED PRESSURE RW RECYCLED WATER SD STORM DRAIN SFM SEWER FORCE MAIN SL STREET LIGHT/SERVICE LATERAL SS SANITARY SEWER STA STATION STD.STANDARD TBD TO BE DETERMINED TBM TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TP TOP OF PAVEMENT TG TOP OF GRATE TYP.TYPICAL TW TOP OF WALL UON UNLESS OTHERWISE NOTED W WATER WSE WATER SURFACE ELEVATION GENERAL NOTESC-1.2 APN: 002-421-001 SAN LUIS OBISPO CHILDREN'S MUSEUM (NOT A PART) MIXED-USE/ HOTEL (FUTURE PROJECT) APN: 002-421-033 LEITCHER BUILDING (NOT A PART) TREE 10" TREE 6" TREE 6" TREE4" TREE8" SYAGRUS PALM30" TREE8" PALM6" TREEAPN: 002-412-003 APN: 002-412-004 APN: 002-412-001 APN: 002-412-002 APN: 002-412-011 APN: 002-412-012 GGGGGGGGGGG G G G G G G G G G G G G G G G OH OHOHOHOHOHOHOHOHOHOHOHPP T CO IV FIRE HYDRANT WATER VALVE WATER METER DOUBLE DETECTOR CHECK VALVE IRRIGATION VALVE GAS METER SEWER MANHOLE SEWER CLEANOUT STREET/PARKING LIGHT POWER POLE GUY WIRE TELEPHONE MANHOLE PARKING METER SIGN CURB CURB & GUTTER RETAINING WALL FENCE AC BERM EDGE OF PAVEMENT WATER LINE GAS LINE SEWER LINE OVERHEAD LINE BRICK/STONE G SLB STREET LIGHT BOX TEL TELEPHONE BOX/VAULT PED TELEPHONE PEDESTAL PGE ELECTRICAL BOX/VAULT TRANS ELECTRICAL TRANSFORMER CATV CABLE TELEVISION BOX UTIL UTILITY BOX/VAULT WM GM W SS OH CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-2.1 Existing Conditions.dwg, C-2.1, Sep 15, 2022 10:24am, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 EXISTING CONDITIONSC-2.1 0 feet40 SCALE: 1" = 20' 20 60 EXISTING CONDITIONS LEGEND APN: 002-421-001 SAN LUIS OBISPO CHILDREN'S MUSEUM (NOT A PART) MIXED-USE/ HOTEL (FUTURE PROJECT) APN: 002-421-033 LEITCHER BUILDING (NOT A PART) TO MINIMIZE THE SURFACE AREA OF THE WOUND. ALL SEVERED ROOTS SHALL BE COVERED WITH SOIL IN THE FINAL GRADING CONDITION AND NO SEVERED ROOTS SHALL BE EXPOSED TO AIR AND SUNLIGHT FOR MORE THAN 48 HOURS. 8.PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL OBTAIN TREE REMOVAL PERMIT AS REQUIRED. 9.TREE REMOVAL SHOULD COMPLY WITH ALL PROVISIONS OF SLOMC 12.24.090. TREE PROTECTION AND REMOVAL NOTES NOTE FOR TREES # 18, 22, 25, 28, 31, 32: EXISTING TREE WITHIN CITY RIGHT-OF-WAY (ROW) IDENTIFIED TO BE REMOVED SHOWN FOR REFERENCE ONLY, SHALL BE PRESERVED, PROTECTED AND MAINTAINED THROUGHOUT DURATION OF PHASE 1B, UNTIL FUTURE PHASE 2 DEMOLITION WORK, UNDER SEPARATE COVER. * NOTE: CONTRACTOR TO PROTECT AND PRESERVE EXISTING TREES AND VEGETATION ON ADJACENT PROPERTY (TYP). REFER TO DEMOLITION PLAN SHEET C-2.3. PLANC-2.3 0 feet40 SCALE: 1" = 20' 20 60 NOTE: THESE QUANTITIES ARE FOR REFERENCE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ACTUAL QUANTITIES. NOTE: ALL EXISTING ON-SITE UNDERGROUND UTILITY SERVICES TO BE REMOVED, STUBBED AND CAPPED AT PROJECT FRONTAGE. NOTE: CONTRACTOR TO PROTECT AND PRESERVE EXISTING TREES AND VEGETATION ON ADJACENT PROPERTY (TYP). REFER TO TREE PROTECTION PLAN SHEET C-2.2. CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.1, Sep 15, 2022 5:14pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 CONDITIONS OF APPROVALC-9.1 COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # 1 Findings The project will not be detrimental to the health, safety, or welfare of those working or residing in the vicinity since the proposed project is consistent with the site's Downtown Commercial zoning designation and will be subject to conformance with all applicable building, fire, and safety codes. N/A N/A 2 General Plan Amendment Findings The proposed General Plan Amendment is consistent with policy direction for the area included in the General Plan, and in particular with the following General Plan policies: LUE Policy 4.1, because the project provides off-site parking, civic, cultural, entertainment and mixed- use opportunities for Downtown; LUE Policies 4.3, 5.2.2, 5.2.3, and 5.2.5, which promote the development of Entertainment and Cultural Facilities in the downtown; and LUE Policy 4.14 and Circulation Element policy 13.2.4 which support the construction of parking structures. N/A N/A 3 General Plan Amendment Findings The General Plan Amendment allows for the implementation of the proposed project by updating the City's General Plan land use map to reflect the development anticipated by the proposed Palm Nipomo Parking Structure Project. N/A N/A 4 General Plan Amendment Findings The site is physically suited for the proposed project because the project is consistent with the 2017 Downtown Concept Plan. N/A N/A 5 Architectural Design Findings The proposed new building is consistent with Historic Preservation Program Guidelines Section 3.2.1 because the building is designed to be architecturally compatible with Downtown Historic District structures. N/A N/A 6 Architectural Design Findings The project design maintains consistency with the Community Design Guidelines Chapter 4 ( Downtown Design Guidelines), Sections 4.2 ( A-D) by providing: human scale and proportion, architectural design that complements the character of the surrounding neighborhood, transparency and provides architectural interest on all four sides of the building. N/A N/A 7 Architectural Design Findings The project design is consistent with the Community Design Guidelines Section 6.3(A-B, D-E) because the project includes convenient pedestrian linkages to the sidewalk along each street, pedestrian access and alternative paving materials while minimizing "vast seas of parking" by proposing a structure as opposed to surface parking lots. N/A N/A 8 SLO Rep Theatre Architectural Design Findings The proposed new building is consistent with Historic Preservation Program Guidelines Sections 3.2.1 and 5.2.2 because the building is designed to be architecturally compatible with Downtown Historic District structures. This will be addressed in a separate submittal by SLO Rep Theatre N/A 9 SLO Rep Theatre Architectural Design Findings The project design maintains consistency with the Community Design Guidelines Chapter 4 ( Downtown Design Guidelines), Sections 4.2 ( A-D) by providing: human scale and proportion, various upper story setbacks, includes similar vertical elements that are found in the surrounding architecture of the existing buildings, an architectural design that complements the character of the surrounding neighborhood, transparency is included in the front fa~ade with the inclusion ofglass curtain walls and provides architectural interest on all four sides ofthe building. Palm Nipomo Parking Structure Use Permit Fin This will be addressed in a separate submittal by SLO Rep Theatre N/A 10 Use Permit Findings The proposed use is allowed with a use permit within the Downtown Commercial ( C-D) zone and complies with all other applicable provisions of the Zoning Regulations. N/A N/A 11 Use Permit Findings The proposed parking structure use is located where a parking structure is called out on the 2017 Downtown Concept Plan. N/A N/A 12 Use Permit Findings The parking structure use is consistent with LUE policy 4.14 and Circulation Element policy 13.2.4 that state that any major increases in parking should take the form of a structure located at the edge of the commercial core and that additional parking should be supported by a parking study. N/A N/A 13 Use Permit Findings The site is physically suitable in terms of its design, location, shape, size, and operating characteristics of the proposed use; traffic generation and the provision of public and emergency vehicle access; public protection services; and the provision of utilities. N/A N/A 14 Use Permit Findings The establishment and subsequent operation or conduct of the use will not, because of the circumstances and conditions applied in the particular case, be detrimental to the health, safety or welfare of the general public or persons residing or working in the neighborhood of the use, or be detrimental or injurious to property or improvements in the vicinity of the use. N/A N/A 15 SLO Rep Theatre Use Permit Findings The proposed use is allowed with a use permit within the Downtown Commercial ( C-D) zone and complies with all other applicable provisions ofthe Zoning Regulations. This will be addressed in a separate submittal by SLO Rep Theatre 16 SLO Rep Theatre Use Permit Findings The proposed SLO Rep Theatre use is located where a theater is called out on the 2017 Downtown Concept Plan. This will be addressed in a separate submittal by SLO Rep Theatre 17 SLO Rep Theatre Use Permit Findings The proposed SLO Rep Theatre use is consistent with LUE policies 5.2.2, 5.2.3, and 5.2.5 because the theater will be located near Mission Plaza along Monterey Street in the Cultural Facilities Area. This will be addressed in a separate submittal by SLO Rep Theatre 18 SLO Rep Theatre Use Permit Findings The site is physically suitable in terms of its design, location, shape, size, and operating characteristics of the proposed use; traffic generation and the provision of public and emergency vehicle access; public protection services; and the provision ofutilities. This will be addressed in a separate submittal by SLO Rep Theatre 19 SLO Rep Theatre Use Permit Findings The establishment and subsequent operation or conduct of the use will not, because ofthe circumstances and conditions applied in the particular case, be detrimental to the health, safety or welfare ofthe general public or persons residing or working in the neighborhood ofthe use, or be detrimental or injurious to property or improvements in the vicinity ofthe use. This will be addressed in a separate submittal by SLO Rep Theatre 20 Deviation from height and F.A.R. Findings The proposed increase in height and F.A.R. for the project is consistent with 2018 Zoning Regulations Section 17.86.200 (Parking as a Primary Use) that states, Where parking as a primary use is permitted in compliance with Table 2-1: Uses Allowed by Zone... discretionary permit approval may include deviations from otherwise applicable development standards because the parking structure is designed to meet certain building and engineering standards. N/A N/A 1 General Plan Amendment and Rezone The General Plan shall be amended as shown in Exhibit A.N/A N/A 2 General Plan Amendment and Rezone The Amendment shall apply only to the properties currently proposed to be occupied by the Project, i.e. to the Project site. N/A N/A 3 Planning Division Final project design and construction drawings submitted for a building permit shall be in substantial compliance with the project description and plans approved by the City Council. A separate, full-size sheet shall be included in working drawings submitted for a building permit that lists all conditions of project approvals listed and mitigation measures in the MMRP as sheet number 2. Furthermore, as identified in the EIR, environmentally mitigating project features shall be included in the final project design. Sheets containing conditions and approvals and mitigations measures are included in submission drawings. Phase 2 conditions will be addressed in a separate submittal. MMRP will be provided in project specifications. PH 1B/2. PH 1B: C-9.1 TO C-9.5 PH 2: A0.X 4 Planning Division Reference shall be made in the margin of listed items as to where in plans requirements are addressed. Any change to approved design, colors, materials, landscaping, or other conditions of approval must be approved by the Director or Architectural Review Commission, as deemed appropriate. This will be addressed in a separate submittal PH 2. 5 Planning Division Plans submitted for a building permit shall call out the colors and materials of all proposed building surfaces and other improvements. This will be addressed in a separate submittal PH 2.A3.1 & A3.2 6 Planning Division The building plan submittal shall include privacy screening that will restrict the ability for users of the parking structure to overlook into the adjacent property while using the southeastern stairway to the satisfaction of the Community Development Director. This will be addressed in a separate submittal PH 2.A2.3, A2.4, A2.5, A3.1, A8.2, 7 Planning Division The locations of all exterior lighting, including bollard style landscaping or path/parking lighting, shall be included in plans submitted for a building permit. All wall-mounted lighting fixtures shall be clearly called out on building elevations included as part of working drawings. All wall-mounted lighting shall complement building architecture, subject to the approval of the Community Development Director. The lighting schedule for the building shall include a graphic representation of the proposed lighting fixtures and cut sheets on the submitted building plans . The selected fixture( s) shall be shielded to ensure that light is directed downward consistent with the requirements of the City's Night Sky Preservation standards contained in Chapter 17 .23 of the 2015 Zoning Regulations. This will be addressed in a separate submittal PH 2. LC plans 8 Planning Division Plans submitted for a building permit shall clearly state the type/model of bicycle racks proposed, location and dimensions of all 32 short and long-term bicycle parking spaces. All long-term bicycle parking spaces shall be located within the parking structure. Sufficient detail shall be provided about the placement and design of bike racks to demonstrate compliance with relevant Engineering Standards and Community Design Guidelines and this condition of approval, to the satisfaction of the Public Works and Community Development Directors. This will be addressed in a separate submittal PH 2.LC plans, A4.1 9 Planning Division Plans submitted for a building permit shall include window details indicating the type of materials for the window grids, their dimensions, and colors. Plans shall demonstrate the use of high-quality materials for the window grids that reflect the architectural style of the project to the approval of the Community Development Director. This will be addressed in a separate submittal PH 2.A3 Series, A5 series 10 Planning Division Mechanical and electrical equipment shall be located internally to the structure or site. With submittal of working drawings, the applicant shall clearly show the location and sizes of any proposed condensers and other mechanical equipment. If any mechanical equipment is to be placed on the roof, plans submitted for a building permit shall confirm that parapets or other roof features will adequately screen them. A line-of-sight diagram may be required to confirm that proposed screening will be adequate. This condition applies to initial construction and later improvements. This will be addressed in a separate submittal PH 2.A1.1 A3.2 CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.2, Sep 15, 2022 5:15pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 C-9.2 CONDITIONS OF APPROVAL11 Planning Division The location of any required backflow preventer and double- check assembly shall be shown on all site plans submitted for a building permit and shown and called out on the landscaping plans. Construction plans shall also include a scaled diagram of the equipment proposed. Where possible, as determined by the Utilities Director, equipment shall be located inside the building within 20 feet of the front property line. Where this is not possible, as determined by the Utilities Director, the back-flow preventer and double- check assembly shall be located in the street yard and screened using a combination of paint color, landscaping and, if deemed appropriate by the Community Development Director, a low wall. The size and configuration of such equipment shall be subject to review and approval by the Utilities and Community Development Directors. This will be addressed in a separate submittal PH 2. LI Plans for backflow and LP for screening 12 Planning Division A final landscaping plan, including irrigation details and plans, shall be submitted to the Community Development Department along with working drawings. The legend for the landscaping plan shall include the sizes and species of all groundcovers, shrubs, and trees with corresponding symbols for each plant material showing their specific locations on plans. Street trees species shall comply with City standards and may include palm trees. This will be addressed in a separate submittal PH 2.LP and LI Plans 13 Engineering Division The Parking Structure shall conform to the overall proposed campus designs and approvals for the Palm Nipomo Parking Structure Project and any subsequent agreements between the SLO Rep Theatre and the City. The project shall also conform to previously approved bulb-out and crossing designs for the Monterey Place project located at 667 Monterey. This will be addressed in a separate submittal PH 2. 14 Engineering Division The project address should be established prior to building permit application if possible. Otherwise, the address will be established during permit review and prior to permit issuance. The lot merger application, document and forms have been submitted to the City. Waiting for the City to establish project address. PH 1B 15 Engineering Division A separate demolition plan and permits are required for the structures located on the project site. The plan shall include an inventory of all improvements located on the City parcel and within the public right-of-way. Any historic materials shall be noted and shall include a matrix of the proposed disposition. Unless otherwise proposed or required to be re-used within the project, the historic granite curbing, walls, and stairs located on the project site shall be preserved and delivered to an approved location to the satisfaction of the City. Per City's direction, the demolition plan is part of the Phase 1 package. It includes an inventory and notes to preserve the existing historic Bishop Peak granite curb for future use by the SLO Rep Theatre landscape architect. PH 1B CIVIL SHEET C-2.3 16 Engineering Division The demolition plans shall show the location of all existing utilities. Existing utilities shall be approved for re-use or shall be abandoned per City Engineering Standards. The applicant should confirm whether any utilities remain from the previous demolition of the structure(s) located on the project site. City improvement plan records and/or sewer mainline televising records are available upon request. The demolition plans shows and lists all existing on-site utilities to be removed. All existing utility services within the City ROW will be removed or capped and abandoned in place as part of Phase 2. Otto Electrical is preparing an electrical plan for the PG&E rerouting and other Phase 2 components. PH 1B CIVIL SHEET C-2.3 17 Engineering Division A lot line adjustment or merger shall be processed by a separate Planning application through the Planning Division to remove the underlying property lines. Unless otherwise specifically approved for deferral by the City, all underlying parcels shall be merged prior to building permit issuance. The lot merger application, document and forms have been submitted to the City. Waiting for the City to establish project address. PH 1B/2. 18 Engineering Division Projects involving the construction of new structures generally requires that complete frontage improvements be installed or that existing improvements be upgraded per city standard. MC 12.16.050 This will be addressed in a separate submittal PH 2. 19 Engineering Division New curb, gutter, sidewalk, curb ramps, bulb-outs, street parking, signage, striping, parking meters, street tree plantings, street lighting, demolitions, etc. shall be completed as a condition of the project. Except where standard streetlights are required, the frontage improvements shall include new pedestrian level streetlights per the approved master plan and City Engineering Standards. This will be addressed in a separate submittal PH 2.LC and LP plans 20 Engineering Division The project is located within the Mission Style Sidewalk District of downtown. Unless otherwise directed and approved by the Public Work or Community Development Directors, all new or replaced improvements shall be constructed in the Mission Style per City Engineering Standards. This will be addressed in a separate submittal PH 2.LC plans 21 Engineering Division All proposed street furniture shall conform to City Engineering Standards and Community Design Guidelines. Final furniture placement and aesthetics shall consider need, phasing, pedestrian circulation, line-of-sight, and future maintenance. The proposed furniture and layout shall be approved to the satisfaction of the Public Works and Community Development Directors. This will be addressed in a separate submittal PH 2.LC plans 22 Engineering Division City Engineering standards include a preference for parkways over integral sidewalks where adequate sidewalk width is available and street parking has been removed. The final design for the Nipomo Street frontage shall consider whether parkways or tree plantings in tree wells is preferred. Direction on this item shall be approved to the satisfaction of Public Works and Community Development Directors. This will be addressed in a separate submittal PH 2.LC plans 23 Engineering Division The street tree and landscape planting plan shall consider line of sight for vehicles and pedestrians. Unless approved by the City, new tree plantings along Nipomo should be located near the face of curb per City Engineering Standards. This will be addressed in a separate submittal PH 2.LP plans COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # 24 Engineering Division The improvement plans and building plan submittal shall include all sidewalk dimensions and clearances. Pedestrian clear space shall be shown along Nipomo for the existing street trees to remain within the widened sidewalk. Clearances shall be shown to both the face of curb, interim patio improvements, and to the face of the future office addition. The commercial/residential addition plans may need to show a building or building entry in consideration of the existing trees to provide for minimum pedestrian passage widths. This will be addressed in a separate submittal PH 2.LC and LP plans 25 Engineering Division As recommended by the Planning Commission, the liner building should be used for housing and staff is directed to evaluate the feasibility of moving forward with a public/private partnership to entitle and develop housing on this portion of the site, to be built after construction of the parking structure is completed. This will be addressed in a separate submittal PH 2. 26 Engineering Division The final street width and sidewalk widening along Nipomo may need to be adjusted to accommodate a bulb-out for the driveway approach into the garage and for the pedestrian crossing at Dana. This will be addressed in a separate submittal PH 2. 27 Engineering Division The decorative crosswalks shall conform to the City Engineering Standards in effect or in an approved draft form at the time of construction. Flashers for the uncontrolled crossings shall be approved by the Public Works Department. Unless, solar powered equipment is specifically approved at one or more locations, secondary power shall be provided to activate the flashers. This will be addressed in a separate submittal PH 2.LC plans 28 Engineering Division Any proposed phasing of the public improvements shall be approved by the City. If phased, interim improvements may be required to provide a reasonable transition between adjoining projects. The project will be submitted as two separate permits. Permit/phase one will include site demolition and preparation. Permit/phase two will include the parking strucuture and off site improvement works. The permit and construction of the SLOREP Theatre will be a separate phase and application by others PH 1B/2.CIVIL SHEET C-2.2 29 Engineering Division The required public improvements may be shown with the building permit submittal or could be processed as a separate public improvement plan. The on-site plans and off-site plans shall agree. Unless otherwise approved by the City, the building permit plans shall not be approved or permits issued until the adjoining public improvements are approved. Record plans shall be provided for the work within the public right-of-way at the completion of the project. This will be addressed in a separate submittal PH 2.LC, LI, and LP plans 30 Engineering Division The building plan submittal shall include a complete site, grading, drainage, and utility plan. If proposed grading, drainage, and utilities are to be permitted under a separate submittal, this information shall be shown " for reference only" on the building plan submittal. The plan shall show all existing and proposed underground and overhead utilities for reference. All utility company meters, vaults, equipment, and transformers shall be shown for reference. This will be addressed in a separate submittal PH 2. 31 Engineering Division All new wire utilities shall be underground. Unless otherwise approved by the City, the underground service( s) shall be achieved without use of utility poles within the public right-of-way. Noted and met. The demolition shows and lists all existing on-site utilities to be removed. All existing utility services within the City ROW will be removed or capped and abandoned in place as part of Phase 2. Otto Electrical is preparing an electrical plan for the PG&E rerouting and other Phase 2 components. PH 1B/2 PH 1B: C-2.3 PH 2: C-2.2 32 Engineering Division The required POE service work and their preliminary design memo shall be reviewed and approved by the City and the engineer of record prior to commencing with final designs. The final PGE handout package shall be approved prior to building permit issuance or shall be listed as a deferred submittal item. The plan shall clarify how secondary service will be maintained or re-served to the remaining properties to the east. This will be addressed in a separate submittal PH 1A 33 Engineering Division The demolition plan, topo plan, and/or site electrical plan shall show all existing joint poles, parking lot lighting, light numbers and wattage, POE services, and tele-com services. The plans shall include JP/SL #1561, SL pole #1741/120388413, and JP # 643/110368243. This will be addressed in a separate submittal PH 2. 34 Engineering Division JP # 643 appears to carry secondary power and tele-com to serve the Palm and Monterey properties to the east from their respective rear yards. The lines appear to terminate at JP /SL 1499/120388414 located within City Parking Lot #9. The plans shall clarify how service will be maintained to the existing services. If service can be reserved from JP # 1499 in Parking Lot # 9, existing off-site JP # 643 would become a terminal pole and might be abandoned in favor of a new pole and guy located off the common property line. This will be addressed in a separate submittal PH 1A 35 Engineering Division Handrails for any on-site stairs or ramps shall not encroach into the public right-of-way or public sidewalk area and shall comply with current Americans with Disabilities Act (ADA) code. This will be addressed in a separate submittal PH 2.LC Plans CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.3, Sep 15, 2022 5:16pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 C-9.3 CONDITIONS OF APPROVAL36 Engineering Division The building plan submittal and project drainage report shall show and note compliance with the Drainage Design Manual, Floodplain Management Regulation, and the Post Construction Stormwater Regulations. The stormwater BMP's shall be located outside the public right-of-way unless otherwise specifically approved by the City. The PCR compliance approach and strategy shall consider how the treatment of runoff from the altered or replaced public improvements will be managed. Some stormwater BMP's designed to treat runoff from public streets and sidewalks may be located within the Public right-of-way. EDP has prepared the on-site Phase 1 stormwater mitigation design, plans and stormwater control plan (SWCP). See EDP plans for reference. Roadside biofiltration stormwater mitigation planters are proposed at the Nipomo and Palm Street intersection to treat the replaced impervious areas from the public improvements. See the Phase 2 street improvement plans. PH 2.EDP SHEETS D-1.0 TO D-4.3 37 Engineering Division The building plan submittal shall clarify whether the lower floor of the parking structure and future commercial/ residential structure are located above the base flood elevation BFE). If not, the structure and openings shall be floodproofed and constructed of flood resistant materials. All building service equipment and elevators shall be located outside the mapped flood zone, 1' above the BFE, or floodproofed to 1' above the BFE. This will be addressed in a separate submittal PH 2. 38 Engineering Division The building plan submittal shall include a complete grading and drainage plan. The plan shall evaluate whether there is existing run-on from the neighboring upslope properties. The plans shall clarify the extent of any run-on and shall clarify how the drainage will be collected and conveyed to an approved outlet. A portion of the roof from an adjoining structure with a zero setback appears to discharge onto this site. An analysis of the entire limits of the watershed tributary to the easterly property line will be required. There is no off-site run-on to the site. EDP has prepared the on-site Phase 1 stormwater mitigation design, plans and stormwater control plan (SWCP). See EDP plans for reference. PH 2 EDP SHEETS D-1.0 TO D-4.3 39 Engineering Division The building plan submittal shall include a complete tree summary showing all existing trees, tree diameters, species, and proposed disposition. The plan shall include trees on neighboring properties with tree canopies/root zones that may encroach into the area of construction disturbance. A tree preservation plan shall be provided as part of the building plans to clarify how all trees proposed to remain will be protected during demolition and construction. See Phase 1B sheet C-2.2 Tree Protection Plan.PH 1B PH 1B: C-2.2 40 Engineering Division Street trees are required as a condition of the building permit. The landscape and irrigation plans shall show irrigation improvements and sleeves under the sidewalk to provide irrigation to any parkway plantings and/or tree wells. Street tree species and plantings shall be in accordance with the City Engineering Standards and may include palm trees. This will be addressed in a separate submittal PH 2.LI and LP Plans 41 Transportation Division The proposed uncontrolled crosswalks on Nipomo Street and Monterey Street shall be designed to include features such as flashers, decorative pavement treatment, warning signage, pavement markings, and bulb outs similar to other crosswalks in the downtown area. The specific design treatments at all proposed crosswalks shall be approved by the City Public Works Department in conjunction with review off the public improvement plans. This will be addressed in a separate submittal PH 2.LC Plans 42 Transportation Division Design of proposed bulb outs, driveways and other intersection geometric modifications shall include vehicle turning path analysis using appropriate design vehicles as identified in the City's Engineering Standards to the satisfaction of the Public Works Director. Designs shall consider placement of street trees, landscaping and other vertical features near intersections, driveways and pedestrian crossings in order to maintain adequate sight distance per City Engineering Standards . This will be addressed in a separate submittal PH 2.LC and LP Plans 43 Transportation Division Sidewalk landscaping, street furniture and/or other elements shall be designed to discourage pedestrian crossings of Nipomo Street at the northeast comer of the Nipomo Street/Monterey Street intersection, the southwest comer of the Nipomo Street/Dana Street intersection, and the southeast comer of the Nipomo Street/Palm Street intersection. This will be addressed in a separate submittal PH 2.LC and LP plans 44 Transportation Division Frontage improvements shall include installation of standard streetlights and downtown pedestrian lighting per City Standards to the satisfaction of the Public Works Director. This will be addressed in a separate submittal PH 2.LC Plans 45 Transportation Division Consistent with Mitigation Measure T-1 per the project's Final EIR, prior to issuance of each building permit, the construction contractor( s) shall develop a construction management plan for review and approval of the Community Development and Public Works Departments to identify traffic management strategies to address traffic congestion, construction staging/ traffic control, parking demand and other transportation concerns related to project construction activities. A construction management plan will be submitted for review by the appointed contracting team Post Bid Stage 46 Transportation Division Where frontage improvements are proposed, sidewalks shall have a minimum of eight (8) feet clear width, unless otherwise approved by the Public Works Director. This will be addressed in a separate submittal PH 2.LC Plans 47 Transportation Division Consistent with Mitigation Measure T-3 per the project's Final EIR, the public improvement plans shall incorporate improvements to the Dana Street/Nipomo and Monterey Street/Nipomo Street intersections to enhance pedestrian safety and accessibility. At a minimum, the public improvements shall include the following elements to the satisfaction of the Public Works Director: This will be addressed in a separate submittal PH 2. 47 a Transportation Division High-visibility crosswalk markings or other intersection enhancements , with directional curb ramps across Nipomo Street from the northwest comer of Dana Street/ Nipomo Street to the southwest comer of the parking structure. This will be addressed in a separate submittal PH 2.LC Plans 47 b Transportation Division High-visibility crosswalk markings or other intersection enhancements, with directional curb ramps across Nipomo Street from the southeast comer of Monterey Street/Nipomo Street across Nipomo Street. This will be addressed in a separate submittal PH 2.LC Plans 47 c Transportation Division Standard crosswalks or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street. This will be addressed in a separate submittal PH 2.LC Plans 47 d Transportation Division Reduce comer curb radii on the southwest comer of Dana Street/ Nipomo Street and the northeast comer of Monterey Street/ Nipomo Street. This will be addressed in a separate submittal PH 2. 48 Transportation Division Final designs for the Palm Street access driveway to the parking structure shall be refined to provide acceptable visibility sight triangles for both vehicular traffic on Palm Street and pedestrians crossing the driveway. This will be addressed in a separate submittal PH 2.LC and LP Plans 49 Utilities The proposed utility infrastructure shall comply with the latest engineering design standards effective at the time the building permit is obtained and shall have reasonable alignments needed for maintenance of public infrastructure. This will be addressed in a separate submittal PH 2. 50 Utilities The project shall construct a new sewer lateral and water services for the proposed use. This will be addressed in a separate submittal PH 2. 51 Utilities Revisions to the existing sewer and water infrastructure, that may result from the proposed land use modifications, shall be completed to the satisfaction of the Utilities Director to minimize impacts to operations and maintenance of the services. This will be addressed in a separate submittal PH 2. 52 Utilities Underground dewatering systems for basements shall discharge to an on-site retention system or shall obtain an environmental compliance permit prior to issuance of an occupancy permit. This will be addressed in a separate submittal PH 2. 53 Utilities Final grades and alignments offal public and/or private water, and sewer services shall be approved to the satisfaction of the Utilities Department. The final location, configuration, and sizing of on-site service laterals and meters shall be approved by the Utilities Director in conjunction with the review of the building plans, fire sprinkler plans, and/or public improvement plans. This will be addressed in a separate submittal PH 2. 54 Utilities Projects generating more than two cubic yards of total waste shall comply with AB 1826, and local waste management ordinance to reduce greenhouse gas emissions. Trash enclosure(s) shall conform the requirements by the San Luis Garbage Company and refuse bins shall be sized to provide a reasonable level of service. Separate refuse bins shall be accommodated within the site for waste, recycling, and organics. This will be addressed in a separate submittal PH 2. 55 Utilities Tree wells shall maintain a 10-foot clearance to the existing sewer and water mains. New curbs along the frontage improvements shall maintain a 2-foot clearance between the lip of gutter and the existing sewer or water mains. This will be addressed in a separate submittal PH 2.LP Plans 56 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The applicant shall defend, indemnify, and hold harmless the City and/or its agents, officers, and employees from any claim, action, or proceeding against the City and/or its agents, officers, or employees to attack, set aside, void, or annul the approval by the City of this project, and all actions relating thereto, including but not limited to environmental review (" Indemnified Claims"). The City shall promptly notify the applicant of any Indemnified Claim upon being presented with the Indemnified Claim, and City shall fully cooperate in the defense against an Indemnified Claim. This will be addressed in a separate submittal by SLO Rep Theatre N/A 57 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Final project design and construction drawings submitted for a building permit shall be in substantial compliance with the project description and plans approved by the City Council. A separate, full-size sheet shall be included in working drawings submitted for a building permit that lists all conditions of project approvals listed and mitigation measures in the MMRP as sheet number 2. Furthermore, as identified in the EIR, environmentally mitigating project features shall be included in the final project design. This will be addressed in a separate submittal by SLO Rep Theatre N/A 58 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Reference shall be made in the margin oflisted items as to where in plans requirements are addressed. Any change to approved design, colors, materials, landscaping, or other conditions of approval must be approved by the Director or Architectural Review Commission, as deemed appropriate. This will be addressed in a separate submittal by SLO Rep Theatre N/A 59 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The design ofthe proposed SLO Rep Theatre shall be consistent with the proposed fa~ade redesign included in the plans submitted as part of the Planning Commission staff report dated October 23, 2019. The building permit submittal shall accurately show the location ofall the terra cotta tiles and which colors will be located where. This will be addressed in a separate submittal by SLO Rep Theatre N/A 60 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Plans submitted for a building permit shall call out the colors and materials ofall proposed building surfaces and other improvements. This will be addressed in a separate submittal by SLO Rep Theatre N/A COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.4, Sep 15, 2022 5:17pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 C-9.4 CONDITIONS OF APPROVAL61 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The locations of all exterior lighting, including bollard style landscaping or path/parking lighting, shall be included in plans submitted for a building permit. All wall-mounted lighting fixtures shall be clearly called out on building elevations included as part of working drawings. All wall-mounted lighting shall complement building architecture, subject to the approval ofthe Community Development Director. The lighting schedule for the building shall include a graphic representation ofthe proposed lighting fixtures and cut sheets on the submitted building plans. The selected fixture( s) shall be shielded to ensure that light is directed downward consistent with the requirements of the City's Night Sky Preservation standards contained in Chapter 17 .23 ofthe 2015 Zoning Regulations. This will be addressed in a separate submittal by SLO Rep Theatre N/A 62 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Plans submitted for a building permit shall clearly state the type/model of bicycle racks proposed, location and dimensions of all 13 short and long-term bicycle parking spaces. All long-term bicycle parking spaces shall be located within the building. Sufficient detail shall be provided about the placement and design ofbike racks to demonstrate compliance with relevant Engineering Standards and Community Design Guidelines, to the satisfaction ofthe Public Works and Community Development Directors. This will be addressed in a separate submittal by SLO Rep Theatre N/A 63 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Plans submitted for a building permit shall include window details indicating the type of materials for the window frames and mullions, their dimensions, and colors. Plans shall include the materials and dimensions of all lintels, sills, surrounds recesses and other related window features. Plans shall demonstrate the use of high-quality materials for the windows that reflect the architectural style of the project and are compatible with the neighborhood character, to the approval ofthe Community Development Director. This will be addressed in a separate submittal by SLO Rep Theatre N/A 64 SLO Rep Theatre Architectural Design Planning Division - Community Development Department Mechanical and electrical equipment shall be located internally. With submittal ofworking drawings, the applicant shall include sectional views of the building, which clearly show the sizes of any proposed condensers and other mechanical equipment. Ifany condensers or other mechanical equipment is to be placed on the roof, plans submitted for a building permit shall confirm that parapets and other roof features will adequately screen them. A line-of-sight diagram may be required to confirm that proposed screening will be adequate. This condition applies to initial construction and later improvements. This will be addressed in a separate submittal by SLO Rep Theatre N/A 65 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The location of any required backflow preventer and double-check assembly shall be shown on all site plans submitted for a building permit, including the landscaping plan. Construction plans shall also include a scaled diagram ofthe equipment proposed. Where possible, as determined by the Utilities Director, equipment shall be located inside the building within 20 feet ofthe front property line. Where this is not possible, as determined by the Utilities Director, the back-flow preventer and double-check assembly shall be located in the street yard and screened using a combination ofpaint color, landscaping and, ifdeemed appropriate by the Community Development Director, a low wall. The size and configuration of such equipment shall be subject to review and approval by the Utilities and Community Development Directors. This will be addressed in a separate submittal by SLO Rep Theatre N/A 66 SLO Rep Theatre Architectural Design Planning Division - Community Development Department A final landscaping plan, including irrigation details and plans, shall be submitted to the Community Development Department along with working drawings. The legend for the landscaping plan shall include the sizes and species of all groundcovers, shrubs, and trees with corresponding symbols for each plant material showing their specific locations on plans. Street trees species shall comply with City standards and may include palm trees. This will be addressed in a separate submittal by SLO Rep Theatre N/A 67 SLO Rep Theatre Architectural Design Planning Division - Community Development Department The applicant shall pay parking in-lieu fees for 67 parking spaces prior to building permit issuance unless another agreement is supported by the City to the satisfaction of the Community Development and Public Works Directors. This will be addressed in a separate submittal by SLO Rep Theatre N/A 68 Engineering Division - Public Works/ Community Development Department The Parking Structure shall conform to the overall proposed campus designs and approvals for the Palm Nipomo Parking Structure Project and any subsequent agreements between the SLO Rep Theatre and the City. The project shall also conform to previously approved bulb-out and crossing designs for the Monterey Place project located at 667 Monterey. This will be addressed in a separate submittal by SLO Rep Theatre N/A 69 Engineering Division - Public Works/ Community Development Department The project address should be established prior to building permit application ifpossible. Otherwise, the address will be established during permit review and prior to permit issuance. This will be addressed in a separate submittal by SLO Rep Theatre N/A 70 Engineering Division - Public Works/ Community Development Department A separate demolition plan and permits are required for the structures located on the project site. The plan shall include an inventory of all improvements located on the City parcel and within the public right-of-way. Any historic materials shall be noted and shall include a matrix ofthe proposed disposition. Unless otherwise proposed or required to be re-used within the project, the historic granite curbing, walls, and stairs located on the project site shall be preserved and delivered to an approved location to the satisfaction ofthe City. This will be addressed in a separate submittal by SLO Rep Theatre N/A 71 Engineering Division - Public Works/ Community Development Department The demolition plans shall show the location ofall existing utilities. Existing utilities shall be approved for re-use or shall be abandoned per City Engineering Standards. The applicant should confirm whether any utilities remain from the previous demolition ofthe structure( s) located on the project site. City improvement plan records and/or sewer mainline televising records are available upon request. This will be addressed in a separate submittal by SLO Rep Theatre N/A 72 Engineering Division - Public Works/ Community Development Department Projects involving the construction of new structures generally requires that complete frontage improvements be installed or that existing improvements be upgraded per city standard. MC 12.16.050 This will be addressed in a separate submittal by SLO Rep Theatre N/A 73 Engineering Division - Public Works/ Community Development Department New curb, gutter, sidewalk, curb ramps, bulb-outs, street parking, signage, striping, parking meters, street tree plantings, street lighting, demolitions, etc. shall be completed as a condition of the project. Except where standard streetlights are required, the frontage improvements shall include new pedestrian level streetlights per the approved master plan and City Engineering Standards. This will be addressed in a separate submittal by SLO Rep Theatre N/A 74 Engineering Division - Public Works/ Community Development Department The project is located within the Mission Style Sidewalk District of downtown. Unless directed otherwise and approved by Public Works or Community Development Directors, all new or replaced improvements shall be constructed in the Mission Style per City Engineering Standards. This will be addressed in a separate submittal by SLO Rep Theatre N/A 75 Engineering Division - Public Works/ Community Development Department Any proposed phasing ofthe public improvements shall be approved by the City. Ifphased, interim improvements may be required to provide a reasonable transition between adjoining projects. This will be addressed in a separate submittal by SLO Rep Theatre N/A 76 Engineering Division - Public Works/ Community Development Department The required public improvements may be shown with the building permit submittal or could be processed as a separate public improvement plan. The on-site plans and off-site plans shall agree. Unless otherwise approved by the City, the building permit plans shall not be approved or permits issued until the adjoining public improvements are approved. This will be addressed in a separate submittal by SLO Rep Theatre N/A 77 Engineering Division - Public Works/ Community Development Department The building plan submittal shall include a complete site, grading, drainage, and utility plan. If proposed grading, drainage, and utilities are to be permitted under a separate submittal, this information shall be shown " for reference only" on the building plan submittal. The plan shall show all existing and proposed underground and overhead utilities for reference. All utility company meters, vaults, equipment, and transformers shall be shown for reference. This will be addressed in a separate submittal by SLO Rep Theatre N/A 78 Engineering Division - Public Works/ Community Development Department All new wire utilities shall be underground. Unless otherwise approved by the City, the underground service( s) shall be achieved without a net increase ofutility poles within the public right-of-way. This will be addressed in a separate submittal by SLO Rep Theatre N/A 79 Engineering Division - Public Works/ Community Development Department The required PGE service work and their preliminary design memo shall be reviewed and approved by the City and the engineer of record prior to commencing with final designs. The final PGE handout package shall be approved prior to building permit issuance or shall be listed as a deferred submittal item. The plan shall clarify how secondary service will be maintained or re-served to the remaining properties to the east. This will be addressed in a separate submittal by SLO Rep Theatre N/A 80 Engineering Division - Public Works/ Community Development Department Handrails for any on-site stairs or ramps shall not encroach into the public right-of-way or public sidewalk area and shall comply with current Americans with Disabilities Act (ADA) code. This will be addressed in a separate submittal by SLO Rep Theatre N/A COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # CITY SPECIFICATION NO. DATE:PROJECT TITLE:SHEET TITLE:SHEET NO. DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: SCALE: PLAN FILE NO. / LOCATION SKY KM SKY SKY AS NOTED 09/16/2022 N:\0701\0720-02-UR19-Palm-Nipomo-Parking-Structure-(2019)\Engineering\ConDocs\Phase 1 - Rough Grading\Sheet-Files\C-9.x Conditions of Approval.dwg, C-9.5, Sep 15, 2022 5:18pm, skyoshidarrmdesign.com | (805) 543-1794 3765 S. Higuera, San Luis Obispo, CA 93401 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2022. RRM IS A CALIFORNIA CORPORATION PHASE 1B0720-02-UR19 REVISIONS DATENO.CITY OF SAN LUIS OBISPOSAN LUIS OBISPO, CACULTURAL ARTS DISTRICT PS90435-1B EXP. 9/30/2023 C-9.5 CONDITIONS OF APPROVAL81 Engineering Division - Public Works/ Community Development Department The building plan submittal and project drainage report shall show and note compliance with the Drainage Design Manual, Floodplain Management Regulation, and the Post Construction Stormwater Regulations. The stormwater BMP's shall be located outside the public right-of-way unless otherwise specifically approved by the City. The PCR compliance approach and strategy shall consider how the treatment of runoff from the altered or replaced public improvements will be managed. Some stormwater BMP's designed to treat runoff from public streets and sidewalks may be located within the Public right-of-way. This will be addressed in a separate submittal by SLO Rep Theatre N/A 82 Engineering Division - Public Works/ Community Development Department The building plan submittal shall clarify that the access into the lower floor and basement exit systems are located above the base flood elevation ( BFE). Unless otherwise approved by the City, a one-foot freeboard should be provided above the BFE. All building service equipment shall be located outside or above the BFE. This will be addressed in a separate submittal by SLO Rep Theatre N/A 83 Engineering Division - Public Works/ Community Development Department The building plan submittal shall include a complete grading and drainage plan. The plan shall evaluate whether there is existing run-on from the neighboring upslope properties. The plans shall clarify the extent of any run-on and shall clarify how the drainage will be collected and conveyed to an approved outlet. A portion of the roof from an adjoining structure with a zero setback appears to discharge onto this site. An analysis of the entire limits ofthe watershed tributary to the easterly property line will be required. This will be addressed in a separate submittal by SLO Rep Theatre N/A 84 Engineering Division - Public Works/ Community Development Department The building plan submittal shall include a complete tree summary showing all existing trees, tree diameters, species, and proposed disposition. The plan shall include trees on neighboring properties with tree canopies/root zones that may encroach into the area of construction disturbance. A tree preservation plan shall be provided to clarify how all trees proposed to remain will be protected during demolition and construction. This will be addressed in a separate submittal by SLO Rep Theatre N/A 85 Engineering Division - Public Works/ Community Development Department Street trees are required as a condition ofthe building permit. The landscape and irrigation plans shall show irrigation improvements and sleeves under the sidewalk to provide irrigation to any parkway plantings and/or tree wells. Street tree species and plantings shall be in accordance with the City Engineering Standards and may include palm trees. This will be addressed in a separate submittal by SLO Rep Theatre N/A 86 Engineering Division - Public Works/ Community Development Department Pursuant to Chapter 4.56 of the City of San Luis Municipal Code, the project shall be responsible for paying applicable transportation impact fees prior to issuance of building permits. This will be addressed in a separate submittal by SLO Rep Theatre N/A 87 Engineering Division - Public Works/ Community Development Department Per Mitigation Measure T-1 of the Palm/Nipomo Parking Structure Project EIR, a Construction Management Plan shall be submitted for review and approval by the Public Works and Community Development Departments. Prior to issuance of building permits and encroachment permits for the proposed theater project, a Construction Management Plan must be approved by the Public Works and Community Development Departments -either as a combined plan for the parking structure and theater project or as a stand-aloneplan for the theater project only. This will be addressed in a separate submittal by SLO Rep Theatre N/A 88 Utilities Department The proposed utility infrastructure shall comply with the latest engineering design standards effective at the time the building permit is obtained and shall have reasonable alignments needed for maintenance ofpublic infrastructure. This will be addressed in a separate submittal by SLO Rep Theatre N/A 89 Utilities Department The project must construct a new sewer lateral and water services for the proposed use. This will be addressed in a separate submittal by SLO Rep Theatre N/A 90 Utilities Department MAWA and ETWU calculations shall be provided for the proposed landscape plan per the following formula: http://www. slocity .org/ government/ department-directory This will be addressed in a separate submittal by SLO Rep Theatre N/A 91 Utilities Department Projects generating more than two cubic yards oftotal waste shall comply with AB 1826, and local waste management ordinance to reduce greenhouse gas emissions. Trash enclosure(s) shall conform the requirements by the San Luis Garbage Company and refuse bins shall be sized to provide a reasonable level of service. Separate refuse bins shall be accommodated within the site for waste, recycling, and organics . This will be addressed in a separate submittal by SLO Rep Theatre N/A 92 Utilities Department Applicant will need to obtain in writing that the proposed enclosures and collection method meets the San Luis Garbage Company (SLG) requirements. SLG can be contacted at (805) 543-0875. The proposed plans show large waste containers at the bottom of the access ramp near the north boundary ofthe project, which will be difficult to access. Please consult with SLG to review the access and ensure the large bins will not create a safety hazard. All three waste streams need to be included in the proposed trash enclosure per Section 2.1.1-D ofthe Uniform Design Criteria. This will be addressed in a separate submittal by SLO Rep Theatre N/A 93 Utilities Department Driveways and access routes to the trash enclosure shall be designed to accommodate the size and weight of the garbage trucks; a written confirmation from the San Luis Garbage Company shall be included in the building permit plans for the proposed project. The trash enclosure area shall have a maximum slope oftwo percent in a way that waste services will not interfere with vehicular or pedestrian traffic. This will be addressed in a separate submittal by SLO Rep Theatre N/A 94 Utilities Department Tree wells shall maintain a 10-foot clearance to the existing sewer and water mains. New curbs along the frontage improvements shall maintain a 2-foot clearance between the new lip ofgutter and the outside edge ofexisting sewer or water mains . This will be addressed in a separate submittal by SLO Rep Theatre N/A 95 Utilities Department Underground dewatering systems for basements shall discharge to an on-site retention system or shall obtain an environmental compliance permit prior to issuance of an occupancy permit. This will be addressed in a separate submittal by SLO Rep Theatre N/A 96 Use Permit The proposed parking structure shall operate in substantial compliance with the project description approved by the City Council. This will be addressed in a separate submittal PH 2. 97 SLO Rep Theatre Use Permit The applicant shall defend, indemnify, and hold harmless the City and/or its agents, officers, and employees from any claim, action, or proceeding against the City and/ or its agents, officers, or employees to attack, set aside, void, or annul the approval by the City of this project, and all actions relating thereto, including but not limited to environmental review (" Indemnified Claims"). The City shall promptly notify the applicant of any Indemnified Claim upon being presented with the Indemnified Claim, and City shall fully cooperate in the defense against an Indemnified Claim. This will be addressed in a separate submittal by SLO Rep Theatre N/A 98 SLO Rep Theatre Use Permit The proposed SLO Rep theatre shall operate in substantial compliance with the project description approved by the City Council. This will be addressed in a separate submittal by SLO Rep Theatre N/A COA No.COA No. Sub Agency Condition Mitigation Measures Phase Drawing # GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TABLE OF CONTENTS 09-16-2022 TABLE OF CONTENTS This Table of Contents is based on the Construction Specifications Institute Master List of Numbers and Titles for the Construction Industry, 2018 Edition. Omissions from sequential numbering of Sections is intentional. The organization of the Specifications into Divisions and Sections is not intended to control the Contractor in dividing the Work among subcontractors or in establishing the extent of Work to be performed by any trade. DIVISION 01 – GENERAL REQUIREMENTS 01 1000 Summary 01 2513 Substitution Procedures 01 3100 Project Management and Coordination 01 3200 Construction Progress Documentation 01 3300 Submittal Procedures 01 5000 Temporary Facilities and Controls 01 5713 Temporary Erosion and Sediment Control 01 6000 Product Requirements 01 7000 Execution and Closeout Requirements 01 7135 Restoration of Improvements 01 7410 Cleaning 01 7419 Construction Waste Management and Disposal DIVISION 02 – EXISTING CONDITIONS 02 4100 Demolition 02 4119 Selective Demolition DIVISION 31 - EARTHWORK 31 1000 Site Clearing 31 2300 Temporary BMPs and Erosion Control 31 2301 SWPPP PHASE 1B – 2 MITIGATION AND MONITORING PLAN SUMMARY 011000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 011000 SUMMARY PART 1 - GENERAL 1.01 SUMMARY A. Work Includes: The Work required to be performed by the Contractor comprises of the Site Preparation for the City of San Luis Obispo Cultural Arts District Parking Structure (CADPS) in conformity with plans and specifications hereinafter identified; including furnishing all material, labor, plant, tools, equipment, and services necessary for and incidental to complete the project as described below and in accordance with the plans and specifications comprising the construction documents. B. Description: The Project is comprised of a five-level parking structure with 403 parking stalls to be located on the western corner of the block bounded by Palm Street, Nipomo Street and Monterey Street. The parking structure will be naturally ventilated and designed to meet the openness requirements in the building code. The structural system is cast-in-place post tensioned concrete. The historic adobe structure located on the parcel is not included in the scope of work. Liner building, theater, and street improvement by Others. C. Location: The site of the Work is at San Luis Obispo, California. D. Work Not Included: Except for such auxiliary work as is shown or specified or is necessary as a part of the construction, the following work is NOT included in this Contract. 1. Any work shown but marked "Not in Contract" (NIC). 2. Any work shown but marked "Existing" (E) or "Existing to Remain". 3. Any work shown but marked "By Owner", or otherwise designated to be done by others. 1.2 CONTRACT SUMMARY A. Contract Method: Construct the Work under a single lump-sum contract, as established by the Agreement. B. Contractor shall be responsible for planning and development of schedules and related reports in accordance with Section 013200 of the specifications. 1.3 APPLICATION OF CONTRACT DOCUMENTS A. The provisions of the General Conditions of the Contract, Supplementary Conditions, and Division 1 - General Requirements of the Specifications apply to the work specified in each Section of the Specifications. SUMMARY 011000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo B. The Contractor is hereby specifically directed to notify and apprise all subcontractors and other parties engaged in the Work as to the contents of the General Conditions, Supplementary Conditions and Division 1 - General Requirements. C. No contractual adjustment shall be due or become exigent as a result of failure to fully understand the General Conditions, Supplementary Conditions, and Division 1 - General Requirements. D. Specifications: The specifications are those sections within Divisions 1 through 31, bound herewith and enumerated in the Table of Contents. E. Geotechnical Report: The Geotechnical investigation entitled “Geotechnical Engineering Report Palm-Nipomo Street Parking Structure and Repertory Theatre, Palm Street and Nipomo Street, San Luis Obispo, California”, by Earth Pacific System, and dated December 13, 2019 (revised January 7, 2020), is NOT a part of these Specifications. The report is intended to be a design recommendation and is made available to bidders for information only. A copy of the geotechnical report will be made available upon request. 1. Consult the geotechnical report for conditions regarding ground water. Contractor shall be responsible for all costs incurred as a result of encountering underground water including but not limited to, pumping, shoring and drain rock. 1.4 APPLICABLE CODES A. Refer to Sheet C-1.1. B. Application of the Codes: 1. Whenever there is a conflict between general and specific requirements in the code, the specific requirements shall be followed. 2. Where differences exist between codes affecting this work, the code affording the greatest protection shall govern. 3. Where codes other than those listed in this Section are referred to in the different sections of the Specifications, it is understood that they apply as fully as if cited here. 4. If Contractor observes that the Contract Documents are at variance with the codes, notify the Architect/Engineer, in writing, at once. 1.5 WORK SCHEDULING A. Working Hours: Contractor shall perform the Work of this Contract on normal work days and within normal work hours (7:00 am to 4:00 pm) per Section 5-1.01 of City Specifications. B. Interruption of Services: Contractor shall make provisions to accomplish the Work of this Contract without undue interference with existing operations conducted on the general site. Interruptions to any services for the purpose of making or breaking a connection shall be made only after consultation with the Owner a minimum of one week in advance of any connection break, and shall be at such time and of such duration as may be directed. SUMMARY 011000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo C. Refer to Section 013200 for construction progress documentation requirements. D. Sequence of Construction Operations: Before starting construction operations, Contractor shall confer with the Owner to arrange the sequence of construction operations. 1.6 WORK RESTRICTIONS A. Examination of Site: Contractor and subcontractors shall visit the site prior to bidding and prosecution of the Work, and shall familiarize themselves with existing conditions and be prepared to carry out the Work within existing limitations. B. Property: Operations shall be confined to designated property to greatest possible extent, and shall not encroach on areas other than those designated or approved for such use by the Owner and other authorities having legal jurisdiction. 1. Ascertain, observe, and comply with rules and regulations in effect for Owner’ facilities, including, but not restricted to, parking and traffic regulations, security restrictions, hours of allowable access to the site, construction traffic on main arteries, occupied buildings, and the like. 2. All existing buildings, slabs, walks, paving, landscaping, utilities and other improvements damaged or defaced by the Contractor shall be repaired, replaced to the satisfaction of the Owner at the Contractor's expense. C. Site Access: Contractor, all subcontractors, their employees, suppliers and delivery men shall enter and exit property via designated entrances. Confine access to the site to city streets and right-of-ways designated for public use. D. Use of Premises: Limit use of premises for Work and construction operations. 1. Coordinate use of premises and access to site under direction of the Owner. 2. Confine limits of work areas to minimum size required to properly perform Work while allowing safe passage and access by the users. 3. Do not block or interfere with entrances, exits, public or private roads, fire lanes, turnarounds, sidewalks, and driveways. E. Excavations or Trenching for Underground Utilities: 1. Time intervals between excavation or trenching and installation of conduit or piping or other work concerned, and backfilling operations shall be kept to absolute minimum. 2. Excavations or trenching crossing roadways, walks, or other traffic ways shall be provided with suitable traffic-bearing steel plates or wood planking temporary covers. 3. Refer to Mitigation and Monitoring Plan for excavation requirements. F. Utility Permits, Licenses, and Fees: Make all arrangements for, obtain all permits and licenses thereof, pay all connection charges and excess length charges and all other fees for extension and connection of utility services to the Work of this Project. Such costs and charges shall be paid for each utility service applicable to this Project. Furnish satisfactory evidence of such payments to the Owner prior to final acceptance of the Work. SUMMARY 011000 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo G. Noise: Jackhammering, major noisy motors, cutting, drilling, and fastening equipment must be operated with as little disturbance as possible to the occupants of the adjacent buildings. Contractor shall comply with the all applicable noise ordinances. H. Site Conditions and Requirements: 1. Keep drainage facilities, walks, and paved areas reasonably clean and free of mud and dirt, obstacles, etc. so that normal drainage and pedestrian and vehicular travel may be maintained. Contractor is responsible for upkeep of the grounds inside the project fencing. 2. Existing features not specified to be altered by Work of this Contract shall be protected from damage. Any such features damaged shall be repaired or replaced to a condition equal to that existing before starting Work of the Contract. 1.7 PROTECTION OF EXISTING STRUCTURES AND UTILITIES A. All damage to existing improvements which is caused by the Contractor's operations shall be repaired to restore damaged items to their original condition. Cost of such repair shall be borne entirely by the Contractor. B. The Drawings indicate existing structures, drainage lines, water, gas, electrical and other similar items and utilities which are known to the Architect/Engineer. C. The Contractor shall locate known existing installations before proceeding with operations which may damage same, shall maintain them in service where appropriate and repair any damage to them caused by the Work at no increase in Contract price. D. Additional utilities whose locations are unknown to the Architect/Engineer and Owner may exist. The Contractor shall be alert to their existence. If encountered, immediately report to the Owner for disposition of same. E. In addition to reporting if a utility is damaged, the Contractor shall take appropriate action as provided for Work changes in the General Conditions. F. Additional compensation or extension of time on account of utilities not shown or not otherwise brought to the Contractor's attention including reasonable action taken to protect, repair damage to same, etc., shall be determined as provided in the General Conditions for changes in the Work. G. The Contractor shall be in receipt of accepted plans prior to beginning construction work within the street right of way. H. The Contractor shall be responsible for contacting the Owner and all utility agencies as to the location of all underground and overhead facilities within the areas of construction. I. The Contractor is responsible for determining exact location for all existing utilities and for the protection of and repair of any damage to them. Contact Underground Service Alert (800) 642- 2444, www.usanorth811.org, at least 48 hours before work is to begin. SUMMARY 011000 - 5 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1.8 INTERRUPTION OF BUILDING SERVICES A. Utility Interruptions: Utilities shall not be interrupted except with approval of Owner. One week advance written notice is required prior to all interruptions. Interruptions shall be scheduled so as to minimize duration and disruption to existing operation. B. Prior to any Contractor-initiated service shutdown or cutovers, contact one of the following as appropriate: 1. City for City-owned utility services; 2. Utility and service companies for utilities and services not owned by the City. 3. Owner for any utilities associated with their operation or the operation of adjacent property owners. PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION – NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 1 09-16-2022 SECTION 012513 PRODUCT SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes administrative and procedural requirements for substitutions. 1.3 DEFINITIONS A. “Basis-of-Design” where specified these Specifications shall be interpreted to require the named Basis-of-Design product or acceptable comparable product where additional manufacturers are listed. If no other manufacturers are listed, the Specification shall be interpreted to mean ‘no known equal’. B. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. C. "Materials" are products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. D. "Named Products" are items identified by manufacturer's product name, including make or model designation indicated in the manufacturer's product literature. E. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. F. “Substitutions”: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. 1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms. 2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. G. Descriptive Specification Requirements: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that provides the characteristics and otherwise complies with requirements. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 2 09-16-2022 1.4 REQUIREMENTS AND CONDITIONS A. Contractor is presumed to have bid products, materials, equipment, and methods meeting specified requirements. Substitutions must appear and function as intended and be approved as specified in this Section. B. Proposals for substitution must include full and complete data and necessary information required to evaluate the proposal. Proposals must include any cost and or time modifications at the time of proposal. Subsequent claim for cost and or time will not be considered. 1. Where such substitutions are proposed by Contractor and are accepted by the Owner, Contractor shall assume costs required to make necessary revisions and modifications including additional costs to the Owner for evaluations of modifications of the project design submitted by Contractor to the Owner. C. Contractor is responsible for any changes to the Work caused by acceptance of substitutions. Acceptance of substitutions does not relieve Contractor from responsibility for compliance with the requirements of the Contract Documents. D. Where products, materials, equipment, and or method is specified and designated as "Basis- of-Design", Contractor is responsible for any required changes to the Work where the second or subsequently designated item is incorporated. E. Unless otherwise noted or specified, catalog description designated by the specified manufacturer's catalog number constitutes requirements for specified item. Such numbers and associated description and requirements establish standards of design and quality for materials, construction, and workmanship. Equivalent items may be used provided they comply with the requirements specified and found to be equal in the opinion of the Architect/Engineer. F. The Architect/Engineer may use for comparison all characteristics of specified items as they appear in manufacturer's published data even though they may not have been particularly mentioned in the Specifications. The Architect/Engineer may request, at the Contractor's expense, additional data, field tests, or physical presentation as may be required. G. Substitute items shall not be ordered and or used without written acceptance of the Owner. H. Contractor will be required to provide specified item if substitution is not accepted. I. Failure of the Contractor to submit proposed substitutions for acceptance in the manner described and within the time prescribed shall be sufficient cause for rejection by the Owner of the proposed substitutions. J. The Contractor shall be responsible at its own expense for any changes resulting from its proposed substitutions that affect other parts of its own work or the work of other Contractors. K. Where proposed substitutions are not acceptable to the Owner and the originally specified item is not available through no fault of the Contractor, the Architect/Engineer will select an GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 3 09-16-2022 alternate. When such selection results in a cost and or time modification, contract will be adjusted in accordance with the General Conditions and Supplementary Conditions. L. The Owner reserves the right to revoke acceptance if items are not justifiably equal to those originally specified. Rejected items shall be replaced with the specified item at the Contractor's expense. 1.5 SUBSTITUTIONS A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 business days prior to time required for preparation and review of related submittals. 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements: a. Requested substitution is consistent with the Contract Documents and will produce indicated results. b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's construction schedule. d. Requested substitution has received necessary approvals of authorities having jurisdiction. e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved. B. Substitutions for Convenience: Not allowed unless otherwise indicated. 1.6 ACTION SUBMITTALS A. Submit list of proposed substitutions in accordance with the requirements in the General Conditions, Supplementary Conditions and this Section. Tabulate list by specification section number and name. B. Substitutions will only be considered during bidding until the contract is signed. Exceptions to this requirement include discontinuation of a product and products that do not meet code requirements. C. Submit each specific request for substitution in ample time so as not to delay the execution of the Work or impede proper sequence of construction. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 4 09-16-2022 D. Where the terms ‘or equal’, ‘or accepted equal’, or ‘or accepted equivalent’ are used in the specifications, this shall be interpreted as a requirement to request a substitution subject to the provisions of this Section and are used to establish the standards of quality, utility, and appearance required. Substitutions that are equal in quality, utility, and appearance to those specified will be approved, subject to the provisions of this Section. E. The first listed manufacturer is to be considered the ‘Basis-of-Design’ whether stated or not. Any additional manufacturers are to be considered substitutions, subject to the procedures and provisions of this Section. F. Requests for substitutions, submitted to the Architect by the Contractor after commencement of construction, will be reviewed at the Architect's standard hourly rate. The time required to review the substitution request and any subsequent changes to the drawings shall be charged to the Contractor. G. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. 1. Limit each request to one proposed substitution. 2. Consecutively number each submittal and identify as to Contract Drawing number(s), Specification Section and other applicable identification. 3. Requests for substitutions will only be considered if the Contractor supports the proposal with sufficient information to permit the Architect/Engineer to make a fair, equitable, and informed judgment. Sufficient data, drawings, samples, literature, and other detailed information shall be supplied that will demonstrate to the Architect/Engineer that the proposed substitute is equal in quality, utility, and appearance to the material specified. H. Documentation: Show compliance with complete data substantiating compliance with the Contract Documents and the following, as applicable: 1. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. 2. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution. 3. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified. 4. Product Data, including drawings and descriptions of products and fabrication and installation procedures. Include the following: a. Full product line catalog. b. Pertinent sales and technical literature. c. Name of local representative. d. List of references. Include names and phone numbers of contact persons. e. Specifications. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 5 09-16-2022 f. Test data and certificates. g. Color charts. h. Samples. i. Additional information as requested by the Architect/Engineer. 5. Samples, where applicable or requested. a. If tests for the determination of quality and utility are required by the Architect, they shall be made at the expense of the Contractor by a testing laboratory, with acceptance of the test procedure first given by the Architect. 6. Certificates and qualification data, where applicable or requested. 7. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners. 8. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. 9. Research reports evidencing compliance with building code in effect for Project, from ICC-ES where applicable. 10. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. a. List of other trades, if any, which will be affected by the substitution. 11. Cost information, including a proposal of change, if any, in the Contract Sum. a. Where required, itemize comparison of proposed substitution with specified item and list variations or differences. b. If the proposed substitution requires that portions of the Project be redesigned or construction be removed in order to accommodate the substituted item, submit design and engineering calculations prepared by a California licensed design professional. The Contractor shall bear all costs resulting from the substitution. 12. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated. 13. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. I. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 5 business days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 business days of receipt of request, or 7 business days of receipt of additional information or documentation, whichever is later. a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work. b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 6 09-16-2022 J. If more than two submissions of data are required, the cost of reviewing these additional submissions shall be charged directly against the Contractor; the Owner will withhold the funds necessary to cover these costs. K. Substitutions will not be considered when: 1. They are indicated or implied on shop drawing or product data submittals without formal request for substitution from the Contractor. 2. They are requested by anyone other than the Contractor. 3. They require substantial revision to the Contract Documents. 1.7 QUALITY ASSURANCE A. The Contractor's submittal and Architect's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. 1.8 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. B. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. C. Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for "substitutions." The following are not considered substitutions: 1. Revisions to Contract Documents requested by the Owner or Architect. 2. Specified options of products and construction methods included in Contract Documents. 3. Compliance with governing regulations and orders issued by governing authorities. 1.9 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming one or More Manufacturers with a Provision for Substitutions: Submit a request for substitution, during Bidding only, for any manufacturer not named. 1.10 PROCEDURES A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PRODUCT SUBSTITUTION PROCEDURES 012513 - 7 09-16-2022 1.11 CONTRACTOR'S REPRESENTATION A. Requests for substitution constitute a representation that the Contractor: 1. Has investigated proposed substitution and determined it meets or exceeds item in all respects. 2. Will provide same warranty for substitution as for specified item. 3. Will coordinate installation and make changes as may be required for Work to be complete in all respects. 4. Waives claims for additional costs and time extensions not identified at time of request for substitution. 5. Will reimburse Owner for review and redesign services associated with reapproval by authorities having jurisdiction. 1.12 ARCHITECT/ENGINEER'S DUTIES A. Architect's Action: 1. Promptly notify the Contractor of any costs for review and or redesign services associated with requests for substitution. 2. Within 5 business days of receipt of the request for substitution, the Architect will request additional information necessary for evaluation. 3. Within 15 business days of receipt of the request, or 5 business days of receipt of additional information, whichever is later, the Architect will notify the Contractor in writing of decision to accept or reject request for substitution. If a decision on use of a substitute cannot be made within the time allocated, use the product specified. 4. Acceptance will be in the form of a Change Order or construction change document. PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION – NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PROJECT MANAGEMENT AND COORDINATION 013100 - 1 09-16-2022 SECTION 013100 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Requirements applicable to the Contractor's management of the Project and coordination, including the following: 1. Project coordination 2. Project meetings 3. Project site administration 1.2 PROJECT COORDINATION A. Contractor shall coordinate the Work with all related work being done by the Owner and all other contractors operating in the area. This coordination shall include reasonable adjustments of schedule in order to allow other contractors or Owner to do their work. B. Contractor shall coordinate electrical/mechanical work, particularly between general trades and mechanical/electrical trades so that sleeves, hangers, chases, openings, etc., required for pipe, conduit, and other installations of like character are duly and properly provided for and installed as work progresses. C. Contractor shall carefully examine all Drawings relating to the Work with actual conditions so that all Work will be accommodated in the spaces provided. General arrangement and location of elements of various systems is shown on the Drawings or specified. Final locations, levels, etc., shall be governed by actual material size used, by building conditions encountered, and by the work of all trades. Space conflicts and interferences shall be resolved before any work is installed. D. Contractor shall utilize the Contract Documents, submittals, and layout drawings of the various trades to check and coordinate the work so that no interferences or conflicts between trades will occur. This checking and coordination shall be performed and completed before construction is commenced in each affected area. E. Coordinate work to assure efficient and orderly sequence of installation of construction elements. Make provisions for accommodating items installed by Owner or under separate contracts. F. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing such equipment in service. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PROJECT MANAGEMENT AND COORDINATION 013100 - 2 09-16-2022 1.3 PROJECT MEETINGS A. Project Meetings: Contractor or Contractor's duly appointed representative shall attend project meetings at regular intervals as set by the Owner. 1. Attendance shall be limited to the Contractor and his immediate subordinates, Owner, and representatives of the Architect and Consultants, as requested. 2. Contractor, or Contractor's duly appointed representative, shall keep minutes of the meetings with copies sent to all attendees. 3. Meetings shall be held in quarters agreed to by Owner and Contractor. 1.4 PROJECT SITE ADMINISTRATION A. Condition of Work in Place: Inspect and take responsibility for previously prepared or installed work of other contractors before applying subsequent materials or finishes. If work is in an unsatisfactory condition, notify the Owner. Do not proceed until the defective work has been corrected. B. Work Areas: Contractor shall confine Contractor's operations to areas shown on project drawings. The Owner will coordinate use of property areas with Contractor to ascertain that Contractor's needs are fulfilled to fullest extent possible within project constraints. Contractor shall be responsible for obtaining any agreements required for use of property outside the property lines of the project site. C. Site Layout: Contractor shall submit layout plan showing proposed location of offices, employee parking, material storage, shop facilities, and other major work areas to Owner for acceptance prior to site mobilization. D. Site Access: Contractor shall make site available to Owners' and operations personnel and inspectors at all times. Contractor shall anticipate that Owner's personnel will visit site on frequent, irregular basis to observe progress of Work. E. Emergency Vehicles: Maintain clear access for emergency vehicles at all times. F. Trash: No open burning or trash dumping on the site will be allowed. G. Damage Documentation: Contractor shall document through photographs or videotape the condition of all existing structures and sitework, adjacent to the parking structure site, prior to any demolition work on the project site. Documentation shall provide basis for any damage occurring during the construction duration. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1 09-16-2022 SECTION 013200 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide progress schedules as specified and as required for completion of Project and as approved by Owner. 1. The Owner will use updated version of Contract Schedule in evaluating progress of work and determining progress payments to be made to Contractor. 2. Failure of Contract Schedule to include any element of Work required for performance of this Contract, or any inaccuracy in Contract Schedule, will not relieve Contractor from responsibility for accomplishing all Work required to complete Contract on time and will not constitute grounds for delay. B. Related Sections: 1. Section 011000 - Summary. 2. Section 013300 - Submittal Procedures. 1.2 CONTRACT SCHEDULE A. Schedule Restraints: Contractor's Schedule shall incorporate into Contract Schedule milestone dates given in Summary of Work. B. Scheduling Software: Contractor shall use a computerized critical path method (CPM) software, "MS Project" or approved equal. In addition, the Contractor shall have means of providing the Owner with files on compact discs (CDs) in a form that can be up-loaded into the Owner's software. C. Time of Completion: Overall time of completion and time of completion for each milestone shall adhere to times in General Conditions unless an earlier (advanced) time of completion is requested by Contractor and agreed to by the Owner. 1. Any such agreement shall be formalized by a change order. D. Preliminary Contract Schedule: Within fifteen (15) calendar days after receiving Notice To Proceed, Contractor shall furnish to Owner one reproducible and three prints of a preliminary schedule in conformance with requirements of this Section showing general plan for orderly completion of Work in accordance with Overall Project Schedule and milestones. 1. Preliminary Contract Schedule shall include details of planned mobilization of plant equipment, sequence of early operations and procurement of materials and equipment. E. Contract Schedule: Within thirty (30) calendar days after receiving Notice To Proceed, Contractor shall furnish to Owner one reproducible, three prints and a CD of a detailed schedule presenting an orderly and realistic plan for completion of the Work in conformance with requirements of this Section. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2 09-16-2022 F. Contractor's Responsibility: Failure of Contract Schedule to include any element of Work or any inaccuracy in Contract Schedule will not relieve Contractor from responsibility for accomplishing all Work in accordance with Contract. G. Float Time: Float or Slack Time is amount of time between earliest start date and late start date or between earliest finish date and latest finish date of activities of Contract Schedule. 1. No time extensions or delay costs shall be allowed for delays caused by the Owner, on paths of activities containing float time, providing such delay does not exceed float time, per latest updated version of approved Contract Schedule. 1.3 FORMAT OF SCHEDULE A. Preliminary Contract Schedule 1. Preliminary Contract Schedule shall be a time scale precedence diagram or Critical Path Method (CPM) type. 2. Preliminary Contract Schedule shall be submitted to the Owner for review and approval. 3. Preliminary Contract Schedule shall include the first three months of contract work and a Breakdown of Costs per Section 013300. 4. Submit revised schedule and Breakdown of Costs after receiving comments from Owner. 5. Approved Breakdown of Costs shall be used as the basis for monthly progress payments prior to approval of the Contract Schedule. B. Contract Schedule: Provide the following: 1. Time scaled CPM cost and manpower loaded schedule in precedence format. 2. No activity on schedule shall have duration of longer than fifteen calendar days, with exception of fabrication and procurement activities, unless otherwise approved by Owner. a. Activity durations shall be total number of actual calendar days required to perform that activity including consideration of weather impact on completion of activity. 3. Schedule shall be in sufficient detail and shall be Contractor's plan of construction for completing contract work. 4. Schedule shall include milestone activities showing point of substantial completion and completion for each stage of work. 5. Activity for "mobilization" will be allowed which includes preparatory work and operations, including, but not limited to those necessary for movement of personnel, equipment, supplies and incidentals to Project site, for establishment of all offices, buildings and other facilities necessary for Work of Project, and for all other work and operations which must be performed or costs incurred prior to beginning work on various items on Project site. 6. Include procurement activities for all materials and equipment provided under this contract. 7. Detail activities of each stage to show plan for completion of Work for each stage within time specified. 8. Indicate all dependencies (or relationships) and logic between activities. 9. Activities dependent on submittal acceptance or material delivery shall not be scheduled to start earlier than expected acceptance or delivery dates. 10. Cost load each activity on the schedule. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 3 09-16-2022 a. Include all labor, material and equipment costs. b. Include overhead and profit. c. Material costs shall be the actual invoice value without any markup. d. The sum of all activities shall equal the contract value. 11. Each activity shall be coded to correlate with the Breakdown of Costs. 12. Resources required (manpower and major equipment) to perform each activity shall be identified. 13. Each activity shall be assigned a responsibility code corresponding to subcontractor responsible for performing work so that schedule activity lists and cost subtotals can be generated for each division of work. 14. Allow at least thirty calendar days for developing punch list, completion of punch list item, and final cleanup for the work or any designated portion thereof. 1.4 APPROVALS A. The Owner will review Contract Schedule for conformance with requirements of Contract, Supplementary Conditions and this Section. 1. Within ten calendar days after receipt, Owner will approve Contract Schedule or will return it with comments. 2. If Contract Schedule is not returned approved, Contractor shall revise schedule to incorporate comments and resubmit schedule for approval within ten working days after its receipt. B. Approval of Contract Schedule will not relieve Contractor of responsibility for accomplishing Work in accordance with Contract. 1.5 CONTRACT SCHEDULE REVISIONS A. If sequence of construction differs significantly as determined by Owner from Approved Contract Schedule, Contractor shall submit within ten calendar days a revised schedule to Owner for approval. B. When Proposed Change Order is issued which has potential to impact specified completion date, a schedule adjustment shall be prepared by Contractor to reflect impact of such changes. 1. After schedule adjustment has been approved and Contractor ordered to proceed with Proposed Change Order, it shall be incorporated into Contract Schedule. 2. Time extensions will be considered only to extent there is insufficient remaining float to accommodate these changes. C. No additional cost beyond that provided in General Conditions will be allowed for incorporation of approved Proposed Change Orders into Contract Schedule. 1.6 MONTHLY UPDATES AND PROGRESS PAYMENTS A. Contractor shall submit to Owner each month, along with submission of updated computer report required by this Section, an up-to-date status report of Work which shall include: 1. Contractor's estimated percentage complete for each activity not yet complete. 2. Actual start/finish dates for activities as appropriate. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 4 09-16-2022 3. Identification of processing errors, if any, on previous update reports. 4. Revisions, if any, to assumed activity durations including revisions for weather impact for any activities due to effect of previous update on schedule. 5. Identification of activities which are affected by proposed Change Orders issued during update period. 6. Resolution of conflict between actual work progress and schedule logic. a. When out of sequence activities develop in Contract Schedule because of actual construction progress, Contractor shall submit revision to schedule logic to conform to current status and direction. B. Owner will review updated information and meet with Contractor each month at site to determine status of Work. C. Progress payments shall be made monthly, based on Contractor's monthly update of Contract Schedule. 1. Payment for amount of work completed in current progress payment period shall be sum of activity cost multiplied by percentage of work completed for each activity in progress minus previous payments, less retainage. 2. Request for payment for accepted materials delivered shall be limited to invoice value of materials or equipment shown on Contractor's procurement log, less retainage. 3. Payment may be made for materials which Contractor stores off-site when materials are stored and insured in manner acceptable to the Owner. 4. On payment for "mobilization" shall be made in percentages as follows (less retainage): Contract Amount Completed Payment for Mobilization 5% 50% 10% 75% 20% 95% 50% 100% D. No payment shall be made for materials or equipment which do not have accepted submittals. 1. If material or equipment is not identified, it is responsibility of Contractor to submit necessary cost adjustments to Contract Schedule. 2. Incorporation of such revisions to computerized version of Contract Schedule and payments on such requests are at discretion and acceptance of the Owner. 1.7 COMPUTER REPORTS A. Contractor shall provide each of the following reports monthly: 1. Four copies of updated computer-generated printed reports per month for Contract Schedule and each monthly update as detailed below. 2. Graphic Submittals shall include one reproducible and three prints. 3. Computer CD with schedule data files in a form that can be uploaded for use with Owner's software. B. Provide Schedule Logic Report listing activities, their early/late and actual start and finish dates, duration, float and logic relationship of activities sorted by early start. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 5 09-16-2022 C. Provide Cost Report listing each activity and its associated cost, percentage of work accomplished, earned value to date, previous payments and amounts earned for update period. D. Provide Bar Chart showing status of activities. E. Provide Narrative Report with updated progress analysis, which shall include description of problem areas, current and anticipated delaying factors and their impact, an explanation of corrective action taken and any proposed revisions for recovery. F. Provide Network Plots presenting time scaled network diagram showing activities and their relationships. G. Provide Monthly Earnings Schedule Report - based on dollar estimate per month and expressed as a percentage of total cost for early start and late finish. 1.8 RECOVERY PLAN A. If Contractor is behind schedule by more than ten calendar days for any stage of Work, based on updated Contract Schedule after incorporating all approved time extensions, Contractor shall submit to Owner within ten calendar days of notification of such delay, a "Recovery Plan." B. Recovery Plan shall be based on proposed revisions to Contract Schedule for next sixty calendar day period and shall show how Contractor intends to bring work back on schedule. 1. Recovery plan shall also include written description of measures Contractor intends to take without additional cost to Owner to regain schedule compliance. C. Should Contractor fail to submit and execute such a recovery plan, Owner shall have option to direct Contractor to employ any or all measures that Owner may deem fit to regain schedule compliance without additional cost to the Owner. D. Recovery plan submitted by Contractor, upon acceptance by the Owner, shall be incorporated into Contract Schedule during next update. E. Contractor shall be required to submit recovery plan for each update that indicates Work progress is more than ten calendar days behind schedule. F. Should Contractor dispute determination of the Owner regarding status on Contract delay, such dispute shall not relieve Contractor of responsibility to comply with requirements of this Section and other related Sections until dispute is resolved per Contract terms. 1.9 ADDITIONAL REPORTS A. Owner may request, from month-to-month, any two of the following additional computer- generated reports: 1. Total float from least to most. 2. Activities by early start. 3. Activities by late start. 4. Activities grouped by subcontractors or selected trades. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 6 09-16-2022 5. Activities with scheduled early start dates in a given time frame (i.e. 30- or 60-day outlook). 6. Manpower report. 1.10 SHORT INTERVAL SCHEDULES A. Short Interval Scheduling (SIS) shall be used throughout on-site construction activity. B. Interval shall be three-week projection and shall include week submitted and two weeks thereafter. C. Schedule shall contain sufficient detail to evaluate daily milestones and manpower/equipment loading and shall identify/tie into monthly updated Approved Contract Schedule. D. Short Interval Schedule shall be approved by Owner. E. Ten (10) copies of Short Interval Schedule shall be submitted weekly as directed by Owner. F. Weekly meeting will be scheduled by Owner to review and discuss Short Interval Schedules. 1.11 DAILY ACTIVITY REPORT A. Contractor shall submit 5 copies of Daily Activity Report to Owner for each workday including weekends and holidays, when worked. B. Contractor may use own report provided it contains same information included in standard form furnished by Owner. 1.12 DEFAULT A. Failure of Contractor to substantially comply with requirements of this Section shall constitute reason that Contractor is failing to prosecute Work with such diligence as will ensure its completion within Contract times and shall be considered grounds for termination or other remedy pursuant to terms of this Contract. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 1 09-16-2022 SECTION 013300 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Procedures for submittals for review by the Architect/Engineer. Make submittals in strict accordance with provisions of this Section and with requirements of the General Conditions: 1. Progress Schedule. 2. Bid Cost Breakdown. 3. Product Data. 4. Shop Drawings. 5. Samples. 6. Informational Submittals. 7. Delegated Design Submittals. B. Related Sections: 1. Section 012513 - Substitution Procedures. 2. Section 013200 - Construction Progress Documentation. 3. Test Reports: Pertinent Specification Sections. 4. Individual Submittals Required: Pertinent Specification Sections. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals." B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals." 1.3 SUBMITTAL SCHEDULE A. Within 30 calendar days after the date of commencement specified in the Notice to Proceed, submit schedule of submittals required under Divisions 2 through 32. Schedule shall list submittals and indicate date submittal will be made. 1. Items needed in initial stages of Work or requiring long lead-time for ordering: 30 calendar days. 2. Electrical, mechanical and equipment items not requiring long lead-time for ordering: 60 calendar days. 3. All other items: 90 calendar days. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 2 09-16-2022 B. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections. 1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule. 2. Submit concurrently with the first complete submittal of Contractor's construction schedule. a. Submit revised submittal schedule to reflect changes in current status and timing for submittals. 3. Format: Arrange the following information in a tabular format: a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal Category: Action; informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Architect's final release or approval. g. Scheduled dates for purchasing. h. Scheduled date of fabrication. i. Scheduled dates for installation. j. Activity or event number. C. Distribute copies of the Submittal Schedule to the Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. Post copies in the temporary field office. When revisions are made, distribute to the same parties and post in the same locations. D. Updating: Revise Schedule after each meeting or activity, where revisions have been made. Issue the updated Schedules concurrently with report of each meeting. 1.4 SUBMITTAL PROCEDURES A. Submittal Information: Use electronic form acceptable to Owner, containing the following information: 1. Project name. 2. Date. 3. Name of Architect. 4. Name of Contractor. 5. Name of firm or entity that prepared submittal. 6. Names of subcontractor, manufacturer, and supplier. 7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals. 8. Category and type of submittal. 9. Submittal purpose and description. 10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 3 09-16-2022 11. Drawing number and detail references, as appropriate. 12. Indication of full or partial submittal. 13. Location(s) where product is to be installed, as appropriate. 14. Related physical samples submitted directly. 15. Submittal and transmittal distribution record. 16. Other necessary identification. 17. Remarks. 18. Signature of transmitter. B. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows: 1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. 2. Name file with submittal number or other unique identifier, including revision identifier. a. Number all submittals for identification, with the number consisting of 1) the Specification section (with spaces between numbers eliminated); 2) the consecutively numbered item within each Specification section; and 3) the version number. 1) Examples: number 092900-001-0 to indicate the original version of original version of item 1 submitted in section 092900; number 092900-001-1 to indicate the first re-submittal of the same item. 3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect. 4. Metadata: Include the following information as keywords in the electronic submittal file metadata: a. Project name. b. Number and title of appropriate Specification Section. c. Manufacturer name. d. Product name. C. Options: Identify options requiring selection by Architect. D. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet. E. PDF Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number. F. Submittals for Web-Based Project Software: Prepare submittals as PDF files, or other format indicated by Project software website. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 4 09-16-2022 1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS A. Architect's Digital Data Files: At Contractor's written request, electronic digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals. 1. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings. 2. Digital Drawing Software Program: The Contract Drawings are available in REVIT 2019. 3. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect. 4. The following digital data files will by furnished for each appropriate discipline: a. Floor plans. b. Reflected ceiling plans. 1.6 SUBMITTAL PROCEDURES A. Submittals shall include (where applicable): 1. Project title and work order number. 2. Identification of product or material. 3. Relation to adjacent structure or material. 4. Field dimensions, clearly identified as such. 5. Specification Section number. 6. Consecutive submittal number. 7. Blank space for Architect/Engineers' stamp. 8. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents. B. Resubmittals: Resubmittals shall be identified with the same submittal number as the original submittal followed by a .1 or the letter A. Contractor shall direct specific attention, in writing or on resubmitted submittal, to revisions other than those required by previous review. PART 2 - PRODUCTS 2.1 PROGRESS SCHEDULE A. Prepare and submit progress schedule of operations as required by Section 013200. Relate progress schedule to entire Project. Indicate dates for submission of required submittals. 2.2 BID COST BREAKDOWN A. Submit breakdown of bid costs on a form furnished by the Owner. Refer to Section 0132 00 - Construction Progress Documentation, for additional cost breakdown requirements. 2.3 ACTION SUBMITTALS A. Proposed Product List: Submit complete list of major products proposed for use, with name of manufacturer, trade name, and model number for each product. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 5 09-16-2022 B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Product data may be submitted digitally provided that the associated physical sample is submitted to the Architect simultaneously for review. 4. Manufacturer's Standard Schematic Drawings: a. Modify drawings to delete information which is not applicable to Project. b. Supplement standard information to provide additional information applicable to Project. 5. Include the following information, as applicable: a. Manufacturer's catalog cuts. b. Manufacturer's written recommendations. c. Manufacturer's product specifications. d. Manufacturer's installation instructions. e. Standard color charts. f. Statement of compliance with specified referenced standards. g. Testing by recognized testing agency. h. Application of testing agency labels and seals. i. Mill reports. j. Notation of coordination requirements. k. Standard product operation and maintenance manuals. 6. For equipment, include the following in addition to the above, as applicable: a. Wiring diagrams that show factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated on accompanying Shop Drawings. 7. Submit Product Data before or concurrent with Samples. 8. Number of Copies: Where electronic submittals are not provided, submit three paper copies of Product Data, unless otherwise indicated. Architect will return two copies. Mark up and retain one returned copy as a Project Record Document. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of Architect/Engineer's CAD Drawings are otherwise permitted. 1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing-in and setting diagrams. e. Wiring Diagrams: Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. Differentiate between manufacturer-installed and field-installed wiring. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 6 09-16-2022 f. Shop work manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. l. Notation of dimensions established by field measurement. m. Relationship to adjoining construction clearly indicated. n. Seal and signature of professional engineer if specified. 2. Number of Copies: Submit one electronic (pdf) copy of each Shop Drawing. 3. Variations: If shop drawings show variations from Contract requirements because of standard shop practice or other reason, make specific mention of such variations in letter of transmittal, as well as on drawings, in order that (if acceptable) suitable action may be taken for proper adjustment of Contract. Unless specific changes have been noted and accepted, no deviations from Contract Documents will be permitted. D. Samples: Samples include physical examples which illustrate materials, equipment or workmanship, and which establish standards by which completed work is judged. Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of appropriate Specification Section. e. Specification paragraph number and generic name of each item. 3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics, and identification information for record. 4. Web-Based Project Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal. 5. Paper Transmittal: Include paper transmittal including complete submittal information indicated. 6. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect/Engineer will return submittal with options selected. 7. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 7 09-16-2022 containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit four sets of Samples, unless otherwise specified in individual specification Section. Architect/Engineer will retain one Sample set and return the others. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations. 8. Mockups: a. Erect at project site at location acceptable to Owner unless otherwise approved. b. Construct each sample or mockup complete, including work of all trades required in finished work. c. Coordinate submittal of different categories for interfacing work. d. Include identification on each sample, giving full information. 9. Disposition: Maintain sets of approved Samples at Project site, available for quality- control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use. b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor. E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form: 1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated. 2. Manufacturer and product name, and model number if applicable. 3. Number and name of room or space. 4. Location within room or space. 2.4 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. Architect will not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 8 09-16-2022 3. Test and Inspection Reports: Comply with requirements specified in Section 014523 - Testing and Inspecting Services, and individual specifications sections. 4. Contractor’s statement that the Submittal complies with the Construction Documents. B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. C. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. D. Coordination Drawings: Comply with requirements specified in Section 013100 - Project Management and Coordination. E. Certificates: 1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Provide a notarized signature where indicated. 2. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project. 3. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required. 4. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents. 5. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents. 6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F. Test and Research Reports: 1. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. 2. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 9 09-16-2022 3. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents. 4. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents. 5. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. 6. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information: a. Name of evaluation organization. b. Date of evaluation. c. Time period when report is in effect. d. Product and manufacturers' names. e. Description of product. f. Test procedures and results. g. Limitations of use. G. Schedule of Tests and Inspections: Comply with requirements specified in Section 014000. H. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Division 1 and individual specifications sections. I. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. J. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable: 1. Name, address, and telephone number of factory-authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 10 09-16-2022 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. 2.5 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. C. Contractor shall not be relieved of responsibility for deviation from requirements of Contract Documents by approval of submittal unless Contractor has specifically informed the Architect/Engineer in writing of such deviation at time of submittal and the Architect/Engineer has given written approval to specific deviation. Approval shall not relieve Contractor of responsibility for errors or omissions in submittals. D. Review and stamp submittals from subcontractors prior to submitting to the Architect/Engineer. 1. Review submittals and indicate where conflicts occur with Contract Documents and with work of other subcontractors. 2. Return submittals which vary significantly from Contract Documents for correction and resubmittal prior to submittal to the Architect/Engineer. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 11 09-16-2022 3. Submittals which vary significantly from Contract Documents and which fail to indicate thorough Contractor review prior to submission will be returned without review. 4. Cursory review and stamping of subcontractor submittal by Contractor shall not be acceptable. 5. Review, approve and submit submittals required by Contract Documents with reasonable promptness and so as to cause no delay in Work or in activities of the Architect/Engineer or of separate contractors. 6. Submit shop drawings for each specification section at the same time to facilitate coordination of related items. a. Submit all formwork shop drawings at the same time. b. Submit reinforcing steel and stressing tendons shop drawings for each floor at the same time. 7. Submittals made by Contractor which are not required by Contract Documents may be returned without action. 8. Submittal represents Contractor has determined and verified materials, field measurements and field construction criteria, and has checked and coordinated information with requirements of Work and of Contract Documents. 3.2 ARCHITECT/ENGINEER'S ACTION A. Architect will review submittals for conformance with Contract Documents and acceptance by Architect covers only such conformance. Effort will be made by Architect to discover errors, but responsibility for accuracy and correction and resubmittal shall be the Contractor's. 1. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. Submittals not required by the Contract Documents may be returned by the Architect/Engineer without action. B. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Owner’s and Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. 1. Initial Review: Allow 15 business days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. a. Allow time for potential rejection and resubmittal. b. If additional data or resubmittals for review are required, the additional time required to prepare and review such data shall be considered to be part of the specified contract duration. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow 15 business days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Architect, Owner’s consultants, Owner, or other parties is indicated, allow 15 business days for initial review of each submittal. 5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Architect and to Owner’s consultants, allow 10 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 12 09-16-2022 business days for review of each submittal. Submittal will be returned to Architect before being returned to Contractor. a. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect. 6. Multiple and complex submittals may require additional review time; there shall be no change to the Contract Time or to Contract Amount when such additional review time is required. 7. Review of a separate item shall not indicate acceptance of an assembly in which item functions. C. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked "MAKE CORRECTIONS NOTED”. D. Action Submittals: The Architect/Engineers' comments and required actions by the Contractor will be indicated by notation on the shop drawings and vendor data submittals or by inclusion in the letter of transmittal. The comments of the Architect/Engineer will generally be categorized as follows: 1. "NO EXCEPTION TAKEN": Submittals so noted will generally be categorized as drawings and data which appear to be satisfactory without corrections. "No Exception Taken" indicates acceptance subject to its compatibility with future submittals and additional partial submittals for portions of the work not covered in this submittal. Fabrication, manufacture, or construction may proceed provided it complies with the Contract Documents. 2. "MAKE CORRECTIONS NOTED": This category will cover drawings and vendor data which, with the corrections noted or marked on the submittal, appear to be satisfactory and require no further review by the Architect/Engineer prior to construction. Revised shop drawings reflecting corrections shall be provided upon request. 3. "REVISE AND RESUBMIT": Rejected because of inconsistencies or errors which shall be resolved or corrected by the Contractor prior to subsequent review by the Architect/Engineer. No work shall be fabricated, manufactured or constructed. Submittals so noted will require a corrected resubmittal for one or more of the following reasons: a. Drawings and vendor data require corrections, as noted, prior to final review. b. Drawings and vendor data are incomplete and require more detailed information prior to final review. c. Drawings and vendor data do not meet the specifications. 4. "REJECTED": Submittals so noted do not conform to the Contract Documents and shall not be used for this project. 5. "SUBMIT SPECIFIED ITEM": Submittals so noted cover specific drawings and vendor materials for which there are insufficient data to complete the review. Items so noted shall be submitted for further review. E. Informational Submittals: Architect/Engineer will review each submittal and will not return it, or will return it if it does not comply with requirements. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SUBMITTAL PROCEDURES 013300 - 13 09-16-2022 F. One marked reproducible copy of shop drawings and vendor data will be returned to the Contractor with appropriate stamps and notations. The Contractor shall, when directed, make indicated changes and corrections, promptly resubmitting the original number of copies as many times as required to obtain acceptance. G. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. H. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp. END OF SECTION FACILITIES AND CONTROLS 015000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY SECTION 015000 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: This section describes temporary construction facilities and temporary controls, including the following: 1. Temporary water 2. Temporary electricity 3. Temporary heating, ventilating, and air conditioning 4. Field offices and sheds 5. Sanitary facilities 6. Construction aids 7. Vehicular Access and Parking 8. Temporary barriers and enclosures 9. Temporary controls 10. Project identification B. Contact governing authorities to establish extent of temporary facilities and temporary controls required by authorities. C. Provide temporary construction facilities and temporary controls as required to conform with applicable authorities and as required to complete Project in accordance with Contract Documents. 1. Temporary facilities shall be approved by the Owner and other authorities having legal jurisdiction. 2. Locate facilities where and as directed and maintain in safe and sanitary condition at all times until completion of Work. 1.2 TEMPORARY UTILITIES A. Temporary Water: Contractor shall arrange and pay costs for water required for construction purposes. 1. Contractor shall furnish and install piping or hose to carry water to every point where needed on Project. All water used on Project shall be non-potable per City Ordinance. B. Temporary Electricity: 1. Provide and maintain temporary electrical power and wiring requirements to facilitate work of trades and services connected with Project. 2. Make application for electric service, arrange for metering, and pay all costs including electric energy used in temporary and permanent electrical facilities until acceptance of Project by the Owner. FACILITIES AND CONTROLS 015000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY 3. Provide adequate temporary lighting for work as required including bright lighting where required to perform quality work. 4. Temporary wiring and electrical facilities shall be in accordance with applicable provisions of OSHA and Electrical Safety Orders of State of California. C. Temporary Heating, Ventilating, and Air Conditioning: 1. Provide and pay all costs for all temporary HVAC in the form of equipment, fuel, and operators which may be required during contract time to provide adequate temperatures for storage, application, and drying of installed materials. 2. Provide temporary closures for windows and doors, and temporary general building ventilation, for proper storage and drying of materials and safe working conditions. 1.3 CONSTRUCTION FACILITIES A. Optional Contractor's Field Office: Contractor may provide field office facilities for Contractor's use as desired as part of Phase 1B, or wait for Phase 2. Contractor's field office shall accommodate a minimum of 10 people, be neat and substantial and all expenses therefor shall be paid by Contractor. Provide the following: 1. Electronic Communication Service: Provide At least one desktop computer in the primary field office adequate for use by Architect and Owner to access Project electronic documents and maintain electronic communications. 2. Internet Service: Broadband modem, router and ISP, equipped with hardware firewall, providing minimum 1.0 Mbps upload and 15 Mbps download speeds at each computer. 3. Internet Security: Integrated software, providing software firewall, virus, spyware, phishing, and spam protection in a combined application. 4. Printer: "All-in-one" unit equipped with printer server, combining color printing, photocopying, scanning, and faxing with automatic document feed, and reduction and enlargement capability, or separate units for each of these functions. Provide paper and supplies recommended by manufacturer as needed by Owner staff. Provide service and warranty as per manufacturer's recommendation at no additional cost to Owner. 5. Computer, IBM compatible with color monitor, printer, and software programs similar to Word, Excel, and MS Project or Primavera Project Planner. 6. Trailer office and furnishings shall remain property of Contractor; remove from site upon completion of contract. 7. Provide 3 duplex outlets in each room and general/conference room spaced evenly in rooms and electrical service ready for use, plus three (3) six-outlet surge protection strips. 8. Provide janitorial service once per week, including trash emptying, floor sweeping, dusting, and window washing. 9. Provide all required service and warranty for each piece of equipment for duration of Project at no additional cost to Owner. 10. Contractor to pay cost of all services and maintenance. FACILITIES AND CONTROLS 015000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY B. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install modem and one land-based telephone line(s) for each field office. 1. Provide additional telephone lines for the following: a. Provide Wi-Fi cell phone access equipment. b. Provide 1 telephone line(s) for Owner's use. c. Provide 1 dedicated to the facsimile machine. C. Sheds: Provide temporary storage sheds or other enclosed temporary structures as required or deemed necessary by the Contractor to protect material and equipment stored on site. Remove same prior to completion of Project. D. Sanitary Facilities: Provide sufficient suitable enclosed chemical toilets, conforming to ANSI Z4.3., with urinal for workmen. Maintain sanitary facilities and enclosures in clean condition throughout construction period. Remove prior to completion of Project. E. Washing Facilities: Provide properly mounted and adequate wash sinks connected to water supply. Locate sinks where directed by Owner. F. Drinking Water Facilities: Provide clean, sanitary and adequate drinking water. 1.4 CONSTRUCTION AIDS A. Construction Elevators, Hoists, and Cranes: Erect, equip, operate, and maintain construction equipment in accordance with applicable status, laws, ordinances, rules, and regulations of authorities having jurisdiction. B. Scaffolding: Provide and maintain scaffolding, staging, runways, and platforms, as needed. 1.5 VEHICULAR ACCESS AND PARKING A. Entrances to Work Site: Contractor and Contractor's employees shall use certain access roads or entrance ways as indicated on plans or as directed by the Owner. 1. Maintain these roads in satisfactory condition during Contract time, and repair damages attributable to work of this Project at intervals as needed. 2. At completion of Contract, roads and entrance ways shall be left in condition at least equal to that existing at start of Contract, except as may be otherwise required by Contract Documents. 1.6 TEMPORARY BARRIERS AND ENCLOSURES A. Barriers: Provide as required to prevent public entry to construction areas, to protect adjacent properties from damage from construction operations, and to protect person from construction operation. 1. Fences: Provide minimum 6'-0" high commercial grade chain link or painted solid wood fence around construction site; equip with gates with locks. 2. Wood fences, barricades, walkways, and similar items shall be painted solid fence FACILITIES AND CONTROLS 015000 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY around construction site; equip with gates with locks. 3. Covered Walkways: Provide lighted covered painted wood walkways if required by governing authorities for public rights-of-way. B. Barricades: Provide as required by governing authorities. 1. Refer to requirements of 2019 California Building Code. 2. Attention is also directed to Safety Orders issued by State of California, Divisions of Industrial Safety. Contractor shall obtain copies of such Safety Orders as are applicable to type of work to be performed, and shall be governed by those requirements in construction operation. 3. Fully inform each subcontractor and material supplier as to requirements of applicable Safety Orders. C. Tree and Plant Protection: Provide barriers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. D. Temporary Enclosures: 1. Provide temporary weather-tight closures for exterior openings to maintain acceptable workable conditions, for protection for materials, for temporary heating, and to prevent entry of unauthorized persons. 2. Provide enclosures with doors having self-closing hardware and locks. E. Security Measures: Contractor is responsible for security of site and buildings involved in this Project during entire time of Contract. 1. Make good damages to work and loss of materials due to vandalism or theft, within this responsibility. 1.7 TEMPORARY CONTROLS A. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, in accordance with requirements of Authorities Having Jurisdiction. B. Dewatering Excavations: Provide and operate drainage and pumping equipment; maintain excavations and site free of standing water. Do not use foundation excavation for drainage. 1. Divert water from excavations insofar as is practicable. Do not use footing excavations for drainage trenches. Remove water from excavations by pumping. 2. Provide pumps, well points, piping, and hoses or a combination of these, as may be required, to keep excavations dry and to carry the water off the site. 3. Continue de-watering operations until concrete and backfill are placed. 4. No debris, soil, silt, sand, rubbish, oil, cement washing, etc., shall be allowed to enter into or placed so that it may be washed by rainfall or runoff into storm drains or surface drains in sufficient quantities to cause damage to or have deleterious effect upon the drainage system, or to fish or wildlife at the site, adjacent areas, or streams to which the drainage system is a tributary. FACILITIES AND CONTROLS 015000 - 5 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo TEMPORARY C. Noise, Dust and Pollution Control: 1. Provide materials and equipment necessary to comply with local requirements for noise, dust and pollution control. 2. Use water wagons or spray from hoses to control dust created by work operations in areas on Owner property during entire period of this Contract as directed by Owner. 3. Satisfactorily control dust created by operations on property used, other than Owner property, to satisfaction of all concerned. D. Fire Protection: Maintain on-site fire protection facilities as required by applicable authorities and insurance requirements. E. Protection of Existing Utilities: Protect existing utility lines from damage which are not specified to be altered by Work of the Contract. 1. Repair or replace utilities damaged to condition equal to that existing prior to commencing Work of Contract. 1.8 PROJECT IDENTIFICATION A. Provide and maintain Project sign at location approved by the Owner. B. Project Sign: Provide a 4 feet by 8 feet project identification sign of wood frame and exterior grade plywood construction, painted with exhibit lettering by professional sign painter. 1. Information and Design: As furnished by Owner where requested, provide proposed design to Owner for approval. 2. List title of project, names of Owner, Architect, professional consultants, and Contractor. C. Erect sign within 30 calendar days after Notice to Proceed. Sign will remain property of Contractor and shall be removed upon completion of Work. D. No other signs or advertising will be permitted, except that Contractor's name may be placed on his field office. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION TEMPORARY EROSION AND SEDIMENT CONTROL 015713 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 5713 TEMORARY EROSION AND SEDIMENT CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Prevention of erosion due to construction activities. B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. C. Restoration of areas eroded due to insufficient preventive measures. D. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 03 3000 - Cast-in-Place Concrete: Concrete for temporary and permanent erosion control structures indicated on drawings. B. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355/D4355M - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc Type Apparatus; 2014. B. ASTM D4491/D4491M - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2014). C. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2014). D. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. E. ASTM D4632/D4632M - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2015a. F. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. G. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). 1.4 SUBMITTALS A. See Section 01 3300 - Submittals, for submittal procedures. B. Sustainable Design Documentation: Submit documentation required in this section in accordance with requirements specified in Section 01 3329.02. C. Erosion and Sedimentation Control Plan: 1. Include: TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soils, vegetation, or drainage. b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures. c. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil loss predictions, and proposed preventive measures. d. Schedule of temporary preventive measures, in relation to ground disturbing activities. e. Other information required by law. f. Format required by law is acceptable, provided any additional information specified is also included. 2. Obtain the approval of the Plan by authorities having jurisdiction. 3. Obtain the approval of the Plan by City. D. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers. E. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished. F. Maintenance Instructions: Provide instructions covering inspection and maintenance for temporary measures that must remain after Substantial Completion. PART 2 - PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. 4. Cutback asphalt. 5. Polyethylene film, where specifically indicated only. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491/D4491M. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355/D4355M after 500 hours exposure. 4. Tensile Strength: 100 pounds-force, minimum, in cross-machine direction; 124 pounds- force, minimum, in machine direction; when tested in accordance with ASTM D4632/D4632M. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632/D4632M. 6. Tear Strength: 55 pounds-force, minimum, when tested in accordance with ASTM D4533. 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 20 feet, minimum. 2. Length: 50 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences. 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the top of the slope or top bank of drainage channels and swales that traverse disturbed areas. c. Along the toe of cut slopes and fill slopes. d. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. e. Across the entrances to culverts that receive runoff from disturbed areas. 2. Space sediment barriers with the following maximum slope length upslope from barrier: a. Slope of Less Than 2 Percent: 100 feet.. b. Slope Between 2 and 5 Percent: 75 feet. c. Slope Between 5 and 10 Percent: 50 feet. d. Slope Between 10 and 20 Percent: 25 feet. e. Slope Over 20 Percent: 15 feet. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face area; use one piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to prevent dislodging; orient cores of blocks so runoff passes into inlet. 2. Straw bale row blocking entire inlet face area; anchor into pavement. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo E. Storm Drain Drop Inlet Sediment Traps: As detailed on drawings. F. Temporary Splash Pads: Stone aggregate over filter fabric; size to suit application; provide at downspout outlets and storm water outlets. G. Soil Stockpiles: Protect using one of the following measures: 1. Cover with polyethylene film, secured by placing soil on outer edges. 2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay. H. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. 2. Asphalt: Use only where no traffic, either vehicular or pedestrian, is anticipated. I. Temporary Seeding: Use where temporary vegetated cover is required. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1 1/2 to 3 1/2 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Embed bottom of fabric in a trench on the upslope side of fence, with 2 inches of fabric laid flat on bottom of trench facing upslope; backfill trench and compact. 7. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 8. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Temporary Seeding: 1. When hydraulic seeder is used, seedbed preparation is not required. 2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate. 3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft. TEMPORARY EROSION AND SEDIMENT CONTROL 95% CONSTRUCTION DOCUMENTS 015713 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft. 5. Incorporate fertilizer into soil before seeding. 6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep. 7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion. 8. Repeat irrigation as required until grass is established. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer. B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section 01 5713 PRODUCT REQUIREMENTS 016000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 016000 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Basic requirements for materials and equipment. B. Related Requirements: Contract Conditions, and Division 1 - General Requirements contain information and requirements that apply to this Section. 1.2 MATERIAL AND EQUIPMENT A. Material and equipment incorporated into the Work: 1. Condition: New, unused, unless otherwise shown. 2. Standards: Conform to applicable specifications and standards. 3. Utility: Comply with size, make, type and quality specified. 4. Manufactured and Fabricated Products: a. Design, Fabrication and Assembly: In accord with the best engineering and shop practices. b. Interchangeability: Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable. Two or more items of the same kind shall be identical, by the same manufacturer. c. Equipment Capacities, Sizes and Dimensions: As shown or specified unless variations are specifically approved in writing. d. Features: Include all features that are listed in the manufacturer's catalog as standard, unless otherwise shown. 1) Options: Include when shown or specified. 5. Usage: Do not use material or equipment for any purpose other than that for which it is designed or specified. 1.3 REUSE OF EXISTING MATERIAL A. General: Except as specifically indicated or specified, materials and equipment removed from an existing structure shall not be used in the completed Work. B. Reuse: Use special care in removal, handling, storage and reinstallation to assure proper function in the completed Work. 1. Temporary Storage: Arrange for transportation, storage and handling of products which require off-site storage, restoration or renovation. PRODUCT REQUIREMENTS 016000 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1.4 MANUFACTURER'S INSTRUCTIONS A. Instructions, Recommendations: When Contract Documents require that installation of products shall comply with manufacturer's instructions, recommendations, etc., obtain and distribute copies of such instructions to parties involved in the installation. 1. Records: Maintain one set of complete instructions at the job site during installation and until completion. B. Workmanship: Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with the Architect/Engineer for further instructions. 2. Do not proceed with work without clear instructions. C. Installation: Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by Contract Documents. 1.5 TRANSPORTATION AND HANDLING A. Deliveries: Arrange deliveries in accordance with construction schedules; coordinate to avoid conflict with work and conditions at the site. 1. Care: Deliver in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. 2. Inspection: Immediately on delivery, inspect shipments to assure compliance with requirements of Contract Documents and approved submittals, and that Products are properly protected and undamaged. B. Workmanship: Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. 1.6 STORAGE AND PROTECTION A. General: Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Protection: Store products subject to damage by the elements in weathertight enclosures. 2. Storage Conditions: Maintain temperature and humidity within the ranges required by manufacturer's instructions. B. Exterior Storage: Do not unreasonably encumber the project site with materials or equipment. 1. Protection: Store products, lumber, etc. above the ground, on blocking or skids, prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings, provide adequate ventilation to avoid condensation. 2. Granular Materials: Store loose granular materials in a well-drained area on solid PRODUCT REQUIREMENTS 016000 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo surfaces to prevent mixing with foreign matter. C. Examination: Arrange storage in a manner to provide easy access for examination. Make periodic examinations of stored products to ensure that products are maintained under specified conditions, and free from damage or deterioration. D. Protection after Installation: Provide substantial coverings, caution markers and barriers as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition. C. Cutting and patching. D. Surveying for laying out the work. E. Cleaning and protection. F. Closeout procedures, including Contractor's Correction Punch List, except payment procedures. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials. B. Section 01 5000 - Temporary Facilities and Controls: Temporary exterior enclosures. C. Section 01 5713 - Temporary Erosion and Sediment Control: Additional erosion and sedimentation control requirements. D. Section 02 4100 - Demolition: Demolition of whole structures and parts thereof; site utility demolition. 1.3 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.4 SUBMITTALS A. See Section 01 3300 - Submittals, for submittal procedures. B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work. 1. On request, submit documentation verifying accuracy of survey work. 2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and locations of the work are in compliance with Contract Documents. 3. Submit surveys and survey logs for the project record. C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities. 1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and construction of barricades and fences. Include design drawings and calculations for bracing and shoring. 2. Identify demolition firm and submit qualifications. 3. Include a summary of safety procedures. D. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 2 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of City or separate Contractor. 6. Include in request: a. Identification of Project. b. Location and description of affected work. c. Necessity for cutting or alteration. d. Description of proposed work and products to be used. e. Effect on work of City or separate Contractor. f. Written permission of affected separate Contractor. g. Date and time work will be executed. 1.5 QUALIFICATIONS A. For surveying work, employ a land surveyor registered in California and acceptable to Architect/Engineer. Submit evidence of surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. Employ only individual(s) trained and experienced in collecting and recording accurate data relevant to ongoing construction activities, B. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in California. Employ only individual(s) trained and experienced in establishing and maintaining horizontal and vertical control points necessary for laying out construction work on project of similar size, scope and/or complexity. C. For design of temporary shoring and bracing, employ a Professional Engineer experienced in design of this type of work and licensed in California. 1.6 PROJECT CONDITIONS A. Use of explosives is not permitted. B. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. C. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. D. Perform dewatering activities, as required, for the duration of the project. E. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. F. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. G. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. H. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. 1.7 COORDINATION A. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 3 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. D. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on drawings. Follow routing indicated for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. F. Coordinate completion and clean-up of work of separate sections. G. After City occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of City's activities. PART 2 PRODUCTS 2.1 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000 - Product Requirements. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 4 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.3 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify Architect/Engineer of any discrepancies discovered. C. Protect survey control points prior to starting site work; preserve permanent reference points during construction. D. Promptly report to Architect/Engineer the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect/Engineer. F. Utilize recognized engineering survey practices. G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Building foundation, column locations, ground floor elevations. H. Periodically verify layouts by same means. I. Maintain a complete and accurate log of control and survey work as it progresses. 3.4 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.5 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as indicated. 2. Report discrepancies to Architect/Engineer before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 5 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. E. Adapt existing work to fit new work: Make as neat and smooth transition as possible. F. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. G. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. H. Clean existing systems and equipment. I. Remove demolition debris and abandoned items from alterations areas and dispose of off- site; do not burn or bury. J. Do not begin new construction in alterations areas before demolition is complete. K. Comply with all other applicable requirements of this section. 3.6 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 6 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-complying work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. G. Restore work with new products in accordance with requirements of Contract Documents. H. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 8400, to full thickness of the penetrated element. J. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.7 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.8 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 7 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle coverings if possible. 3.9 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.10 FINAL CLEANING A. Use cleaning materials that are nonhazardous. B. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Clean filters of operating equipment. F. Clean debris from roofs, gutters, downspouts, scuppers, overflow drains, area drains, drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.11 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. B. Accompany Project Coordinator on preliminary inspection to determine items to be listed for completion or correction in the Contractor's Correction Punch List for Contractor's Notice of Substantial Completion. C. Notify Architect/Engineer when work is considered ready for Architect/Engineer's Substantial Completion inspection. D. Submit written certification containing Contractor's Correction Punch List, that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect/Engineer's Substantial Completion inspection. E. Conduct Substantial Completion inspection and create Final Correction Punch List containing Architect/Engineer's and Contractor's comprehensive list of items identified to be completed or corrected and submit to Architect/Engineer. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 - 8 09-16-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 6 F. Correct items of work listed in Final Correction Punch List and comply with requirements for access to City-occupied areas. G. Notify Architect/Engineer when work is considered finally complete and ready for Architect/Engineer's Substantial Completion final inspection. H. Complete items of work determined by Architect/Engineer listed in executed Certificate of Substantial Completion. End of Section 01 7000 RESTORATION OF IMPROVEMENTS 017135- 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 01 7135 RESTORATION OF IMPROVEMENTS PART 1 - GENERAL 1.1 Structures A. The Contractor shall carefully cut and or remove such existing structures, utilities, and improvements as required to complete the work, including but not limited to: curbs, gutters, pipelines, sidewalks and utility poles, as may be necessary for the performance of the work and shall rebuild the structures thus removed in as good a condition as found. The Contractor shall also repair existing structures or improvements, which may be damaged as a result of the work under this contract. 1.2 Roads and Streets A. Unless otherwise specified, roads and streets in which the surface is removed, broken, or damaged, or in which the ground has caved or settled during the work under this contract, shall be resurfaced and brought to the original grade and section by the Contractor. Roadways used by the Contractor shall be cleaned and repaired to local and State Standards. Before resurfacing material is placed, edges of pavements shall be trimmed back far enough to provide clean solid, saw-cut vertical faces, and shall be free of loose material. 1.3 Cultivated Areas and Other Surface Improvements A. Cultivated or planted areas and other surface improvements which are damaged by actions of the Contractor shall be restored to their original condition or better. B. Existing guard posts, barricades, and fences shall be protected and replaced if damaged. C. Special attention shall be given to avoid trees, bushes and shrubs not indicated for removal. 1.4 Protection of Existing Installations A. The Contractor shall immediately correct or replace existing equipment, controls or systems that are damaged as a result of his operations. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED End of Section 01 7135 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CLEANING 017410 - 1 09-16-2022 SECTION 017410 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Perform cleaning and disposal work as specified, complete. This Section forms a part of all other Sections of the specifications and shall be coordinated with such additional cleaning and disposal requirements as may be specified in other Sections. 1.2 GENERAL CLEANING REQUIREMENTS A. Contractor shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work, or the employees or work of any subcontractor and at the completion of the Work shall remove all rubbish from and about the building and all his and his subcontractors' tools, scaffolding and surplus materials and shall leave the work "broom clean", or its equivalent, except as hereinafter specified. B. In case of dispute between the Contractor and other contractors employed on or about the structure or structures upon which the work is to be done, as to responsibility for the removal of the rubbish, etc., or in case the debris is not promptly removed as herein required, the Owner may remove rubbish, etc., and backcharge the Contractor. C. Streets, alleys, and parking areas adjacent to project site shall be kept clean by sweeping or watering, from all dirt and debris generated from earthwork and other construction activities on the project site at all time. 1.3 CLEANING DURING CONSTRUCTION A. Keep Project area, city streets, and site clean and orderly to satisfaction of Owner. Remove dirt, debris, waste, rubbish and disused implements and equipment frequently and do not allow items to accumulate more than 24 hours. B. Control accumulation of waste, materials and rubbish; dispose of off-site at intervals approved by Owner. 1. Keep work and storage areas clean and free of rubbish; perform special protective and clean-up work within one day of being so notified by the Owner. 2. Do not store flammable or toxic materials in structures. C. Dispose of trash resulting from Work, off Owner's property as it accumulates; pay fees required for use of public dumps; burning on Owner's property is prohibited. Contractor shall arrange for their own refuse containers. D. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations. GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo CLEANING 017410 - 2 09-16-2022 1.4 FINAL CLEANING A. In addition to the requirements specified above, Contractor shall thoroughly clean the inside and outside of the structures, (within contract limits) including all fixtures, equipment, walls, ceilings, floors and hardware. This shall include thorough cleaning of roofs, opening ledges and sills, horizontal projections, exterior steps and platforms, drainage systems, walkways, rails and other surfaces. B. Dust, dirt, stains, hand marks, paint spots, plaster droppings and like defects shall be completely removed from the surfaces. Metal surfaces shall be cleaned and polished, using only non-corrosive and non-abrasive materials. Ceramic surfaces shall be washed and glazed surfaces polished. C. Fixtures and Equipment: Plumbing fixtures and like items shall be cleaned and polished. Lighting fixtures shall be free of dust, dirt, stains, or waste material. Equipment and machinery shall be cleaned, serviced and left ready for use. D. Glass shall be washed and polished on both sides and left free of dirt, marks, labels or spots. E. Floors: Exposed surfaces of concrete floors and paving units of all types shall be washed and mopped dry, free of streaks or stains. Resilient flooring shall be freshly waxed and buffed as specified in the Specifications section. F. General Site: Sweep all paved areas and rake clean all landscaped surfaces. G. Final Inspection: Any deficient cleaning operations, as determined by the Owner, shall be immediately corrected as directed. 1.5 DISPOSAL A. Under no circumstances shall rubbish or waste material be disposed of in fill or backfill. All debris, rubbish and waste or surplus material shall be removed from the Owner's property daily and legally disposed of. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED END OF SECTION CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo SECTION 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SECTION INCLUDES A. Administrative and procedural requirements for the following: 1. Salvaging non-hazardous demolition and construction waste. 2. Recycling non-hazardous demolition and construction waste. 3. Disposing of non-hazardous demolition and construction waste. 1.3 WASTE MANAGEMENT GOALS FOR THE PROJECT A. The Owner has established that this Project shall minimize the creation of construction and demolition waste on the job site. Contributing factors include over-packaging, ordering error, poor planning, improper storage, breakage, mishandling, and contamination. Recycle as many of the waste materials as economically feasible. Minimize waste sent to landfills. B. Diversion Goals: A minimum of 50% of total project waste shall be diverted from landfill. The following waste categories, at a minimum, shall be diverted from landfill through recycling or salvage: 1. Clean dimensional wood, pallet wood 2. Plywood, OSB, and particleboard 3. Concrete 4. Cardboard, paper, packaging 5. Metals 6. Paint 7. Plastics 8. Beverage containers C. Salvage may include donations of materials to charitable organizations. 1.4 PERFORMANCE GOALS A. Use sustainable or renewable materials. 1. Select Forest Stewardship Council (FSC) certified wood products for framing, flooring, finishes, furnishings and temporary construction applications such as bracing, concrete formwork and pedestrian barriers. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 2 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Select rapidly renewable materials that sustainably replenish themselves in a less than 10-year cycle (e.g. linoleum: cork and linseed). 3. Select materials that minimize damage to natural habitats. B. Use resources efficiently. 1. Reuse existing building materials from demolished buildings where possible. 2. Select materials that use resources efficiently. 3. Use construction practices that achieve the most efficient use of resources and materials. 4. Recycle minimum 50% (by weight) of construction, demolition and land-clearing debris. 5. Select recycled content materials (target is 20% of building materials that contain in aggregate a minimum average the post-consumer recycled content and 50% post-industrial recycled content). 6. Select materials that can be recycled at the end of their useful life (e.g. metal products, etc.). C. Use durable materials. 1. Select materials with the longest usable life. 2. Select materials with the least burdensome maintenance requirements. 1.5 SUBMITTALS A. Waste Management Plan: Within 1 week of contract award, the Contractor shall submit to the Owner a Waste Management Plan. The Plan shall contain the following: 1. Designation of the party who will implement the plan 2. Analysis of the estimated job-site waste to be generated, including types and quantities 3. Proposed Alternatives to Landfilling: a list of each material planned to be salvaged or recycled during the course of the Project and the proposed destination of each material B. Progress Reports: Submit bi-monthly, a Waste Management Progress Report. The report shall contain the following information: 1. Project title, name of company completing report, and dates of period covered by the report 2. Amount (in tons or cubic yards) of material landfilled from the Project and identity of the landfill 3. For each material recycled or salvaged from the Project, provide the following: a. Amount (in tons or cubic yards) b. Date(s) removed from the job site c. Receiving party d. Cost: Bin rental, hauling, and facility fees e. What was done with the material 4. Include legible copies of on-site logs, manifests, weight tickets, and receipts. Manifests shall be from recycling and/or disposal site operators who can legally accept the materials for the purpose of reuse, recycling, or disposal. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 3 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo C. Project Completion Report: 1. Submit a letter at project close out tabulating the total waste material, quantities diverted and the means by which diverted, and declaring that the waste management goal has been met. Calculations may be done by weight or volume, but must be consistent throughout. D. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. 1.6 PROJECT MEETINGS A. Waste management plans and implementation shall be discussed at the following meetings: 1. Pre-bid meeting 2. Pre-construction meeting 3. Regular job-site meetings 1.7 QUALIFIED CONSTRUCTION WASTE RECYCLING SERVICES A. Construction waste shall be delivered to appropriate, qualified recycling services PART 2 - PRODUCTS – NOT USED PART 3 - EXECUTION 3.1 WASTE MANAGEMENT PLAN IMPLEMENTATION A. Coordinate waste materials handling and separation for all trades, and document results of the Waste Management Plan. B. Provide separation, handling, transportation, recycling, salvage, and landfilling for all demolition and waste materials. C. Designate a specific area for separation of material for salvage and recycling. Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination or mixing materials. D. Maintain an on-site log, which includes for each load of materials removed from site: type of material, load volume and/or weight, recycling/hauling service, date accepted by recycling service or landfill, and facility fee. E. Do not handle, separate, store, salvage, or recycle hazardous materials with other materials. Follow material-specific instructions any hazardous materials. Contact Project Manager if no instructions are evident. F. Training: Train workers, subcontractors, and suppliers on proper waste management CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017419 - 4 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo procedures, as appropriate for the Work occurring at Project site. 1. Distribute waste management plan to everyone concerned within three days of submittal return. 2. Distribute waste management plan to entities when they first begin work on- site. Review plan procedures and locations established for salvage, recycling, and disposal. G. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. 2. Comply with Section 015000 for controlling dust and dirt, environmental protection, and noise control. 3.2 DISPOSAL OF WASTE A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Transport waste materials off Owner's property and legally dispose of them. END OF SECTION BSD - DEMOLITION 024100 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 02 4100 DEMOLITION PART 1 GENERAL 1.1 SECTION INCLUDES A. Building demolition. B. Selective demolition of built site elements. C. Salvage of built site elements. D. Abandonment and removal of existing utilities and utility structures. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor. C. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. D. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation. E. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring. F. Section 31 2323 - Fill: Fill material for filling holes, pits, and excavations generated as a result of removal operations. 1.3 REFERENCE STANDARDS A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition. B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.1 SCOPE A. Remove entire building structure as called for on plans. B. Remove paving and curbs as required to accomplish new work and as shown on plans. C. Within area of new construction, remove foundation walls and footings. D. Remove other items indicated, for salvage, relocation, and recycling. 3.2 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Comply with applicable requirements of NFPA 241. BSD - DEMOLITION 95% CONSTRUCTION DOCUMENTS 024100 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 4. Provide, erect, and maintain temporary barriers and security devices. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from City. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. D. Minimize production of dust due to demolition operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. E. If hazardous materials are discovered during removal operations, stop work and notify Architect/Engineer and City; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. F. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface. 3.3 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to City. E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to City. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 3.4 SALVAGE OF MATERIALS A. Historical Items 1. Any and all historical items found shall be carefully collected and returned to the City as stated in the Conditions of Approval. BSD - DEMOLITION 95% CONSTRUCTION DOCUMENTS 024100 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3.5 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. End of Section SELECTIVE STRUCTURE DEMOLITION 024119- 1 09-16-2021 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 02 4119 SELECTIVE STRUCTURE DEMOLITION PART 1 GENERAL 1.1 SECTION INCLUDES A. Building demolition excluding removal of hazardous materials and toxic substances. B. Selective demolition of built site elements. C. Selective demolition of building elements for alterations purposes. 1.2 RELATED SECTIONS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Section 01 1000 - Summary: Description of items to be salvaged or removed for re-use by Contractor. C. Section 01 5000 - Construction Facilities and Temporary Controls: Site fences, security, protective barriers, and waste removal. D. Section 01 5713 - Temporary Erosion and Sediment Control. E. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage and relocation. F. Section 01 7135 - Restoration of Improvements 1.3 PROJECT CONDITIONS A. Minimize production of dust due to demolition operations; do not use water if that will result in sedimentation of public waterways or storm sewers, or other pollution. PART 3 EXECUTION 2.1 SCOPE A. Remove the entire building structure as called for on plans. B. Verify that affected utilities have been disconnected and capped before commencing selective demolition operations. C. Review Project Record Documents of existing construction or existing conditions. D. Verify that hazardous materials have been remediated before proceeding with building demolition operations. E. Survey of Existing Conditions: Record existing conditions with measured drawings or preconstruction photographs. F. Remove other items indicated, for salvage, relocation, and recycling. 2.2 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Comply with applicable requirements of NFPA 241. SELECTIVE STRUCTURE DEMOLITION 95% CONSTRUCTION DOCUMENTS 024119- 2 06-08-2021 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 3. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 4. Provide, erect, and maintain temporary barriers and security devices. 5. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 6. Do not close or obstruct roadways or sidewalks without permit. 7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 8. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from City. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. D. If hazardous materials are discovered during removal operations, stop work and notify Architect/Engineer and City; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury. E. Perform demolition in a manner that maximizes salvage and recycling of materials. 1. Dismantle existing construction and separate materials. 2. Set aside reusable, recyclable, and salvageable materials; store and deliver to collection point or point of reuse. 2.3 EXISTING UTILITIES A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7 days prior written notification to City. E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at least 3 days prior written notification to City. F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of utility type; protect from damage due to subsequent construction, using substantial barricades if necessary. G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnected and abandoned utilities. 2.4 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. SELECTIVE STRUCTURE DEMOLITION 95% CONSTRUCTION DOCUMENTS 024119- 3 06-08-2021 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Report discrepancies to Architect/Engineer before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions. B. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. If rotted wood, corroded metals, or deteriorated masonry or concrete are uncovered in the work not indicated to be removed, notify Architect/Engineer and City. C. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as indicated. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. 4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification. D. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work 2.5 DEBRIS AND WASTE REMOVAL A. Remove debris, junk, and trash from site. B. Remove from site all materials not to be reused on site. C. Leave site in clean condition, ready for subsequent work. D. Clean up spillage and wind-blown debris from public and private lands. End of Section BSD – SITE CLEARING 311000 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 31 1000 SITE CLEARING PART 1 GENERAL 1.1 SECTION INCLUDES A. Clearing and protection of vegetation. B. Removal of existing debris. 1.2 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. C. Section 01 7419 - Construction Waste Management and Disposal: Limitations on disposal of removed materials; requirements for recycling. D. Section 02 4100 - Demolition: Removal of built elements and utilities. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.1 SITE CLEARING A. Minimize production of dust due to clearing operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. 3.2 EXISTING UTILITIES AND BUILT ELEMENTS A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Protect existing structures and other elements that are not to be removed. 3.3 VEGETATION A. Scope: Remove trees, shrubs, brush, and stumps as shown in the Landscape tree plan. B. Do not begin clearing until vegetation to be relocated has been removed. C. Do not remove or damage vegetation beyond the limits indicated on drawings. D. Install substantial, highly visible fences at least 3 feet high to prevent inadvertent damage to vegetation to remain: 1. At vegetation removal limits. 2. Around trees to remain within vegetation removal limits; locate no closer to tree than at the drip line. E. Vegetation Removed: Do not burn, bury, landfill, or leave on site, except as indicated. 1. Chip, grind, crush, or shred vegetation for mulching, composting, or other purposes; preference should be given to on-site uses. BSD – SITE CLEARING 95% CONSTRUCTION DOCUMENTS 031100 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. Trees: Sell if marketable; if not, treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches. 3. Existing Stumps: Treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches. 4. Sod: Re-use on site if possible; otherwise sell if marketable, and if not, treat as specified for other vegetation removed. 5. Fill holes left by removal of stumps and roots, using suitable fill material, with top surface neat in appearance and smooth enough not to constitute a hazard to pedestrians. F. Restoration: If vegetation outside removal limits or within specified protective fences is damaged or destroyed due to subsequent construction operations, replace at no cost to City. 3.04 DEBRIS A. Remove debris, junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. End of Section TEMPORARY BMP’S AND EROSION CONTROL 312300 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 8 Section 31 2300 TEMPORARY BMP’S AND EROSION CONTROL PART 1 GENERAL 1.1 SECTION INCLUDES A. Provide and implement Temporary BMP's. B. Prevention of erosion due to construction activities. C. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. D. Restoration of areas eroded due to insufficient preventive measures. E. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007. B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2009). C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2008. E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; current edition. 1.4 PERFORMANCE REQUIREMENTS A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2009-009-DWQ Construction General Permit (CGP) and it's amendments, whether the project is required by law to comply or not. B. Also comply with all more stringent requirements of State of California Erosion and Sedimentation Control Manual. C. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less. 2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years. D. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project. 1. Control movement of sediment and soil from temporary stockpiles of soil. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. E. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soil from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements. 4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. F. Open Water: Prevent standing water that could become stagnant. G. Maintenance: Maintain temporary preventive measures until permanent measures have been established. 1.5 SUBMITTALS A. See Section 01 3000 - Administrative Requirements, for submittal procedures. PART 2 PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure. 4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D4632. 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632. 6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Silt Fence Posts: One of the following, minimum 5 feet long: 1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot. 2. Softwood, 4 by 4 inches in cross section. 3. Hardwood, 2 by 2 inches in cross section. E. Fiber Rolls: 9" Diameter wheat, encased in jute netting, or an approved equal. F. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 10 feet, minimum. 2. Length: 25 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences or straw wattles. 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the toe of cut slopes and fill slopes. c. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Gravel bags oriented to filter sediments from the direction of flows. 2. Premanufactured sedimentation rolls/socks placed per the manufacturer's recommendations for storm drain inlet protection procedures. E. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. F. Temporary Seeding: Use where temporary vegetated cover is required. G. Good housekeeping procedures as required by the General Permit. H. Specified material delivery and storage area with adequate containment measures, as required in the General Permit. I. Concrete waste cleanout measures as required by the General Permit. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo J. Maintenance of Best Management Practices as required by the General Permit. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 7. Fasten fabric to wood posts using one of the following: a. Four 3/4 inch diameter, 1 inch long, 14 gage nails. b. Five 17-gage staples with 3/4 inch wide crown and 1/2 inch legs. 8. Fasten fabric to steel posts using wire, nylon cord, or integral pockets. 9. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Straw Wattles: 1. Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill. 2. Install bales so that bindings are not in contact with the ground. 3. Embed bales at least 4 inches in the ground. 4. Anchor bales with at least four stakes per bale, driven at least 18 inches into the ground; drive first stake in each bale toward the previously placed bale to force bales together. 5. Fill gaps between ends of bales with loose straw wedged tightly. 6. Place soil excavated for trench against bales on the upslope side of the row, compacted. 7. Install Wattles per the Manufacturer's recommendations. D. Mulching Over Small and Medium Areas: 1. Dry Straw and Hay: Apply 4 to 6 inches depth. 2. Wood Waste: Apply 2 to 3inches depth. 3. Erosion Control Matting: Comply with manufacturer's instructions. E. Temporary Seeding: 1. When hydraulic seeder is used, seedbed preparation is not required. TEMPORARY BMP’S AND EROSION CONTROL 95% CONSTRUCTION DOCUMENTS 312300 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate. 3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft. 4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft. 5. Incorporate fertilizer into soil before seeding. 6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep. 7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runoff or erosion. 8. Repeat irrigation as required until grass is established. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Straw Wattles: 1. Promptly replace bales that fall apart or otherwise deteriorate unless need has passed. 2. Remove silt deposits that exceed one-half of the height of the bales. 3. Repair bale rows that are undercut by runoff or otherwise damaged, whether by runoff or other causes. E. Clean out temporary sediment control structures weekly and relocate soil on site. F. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section STORM WATER POLLUTION PREVENTION 312301 - 1 09-16-2022 GRAD-1974-2022 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo Section 31 2301 STORM WATER POLLUTION PREVENTION PART 1 GENERAL 1.1 SECTION INCLUDES A. Implement approved SWPPP (Storm Water Pollution Prevention Plan), uploaded to SMARTS (Stormwater Multi-Application & Reports Tracking System). B. Coordination with the City’s QSP (Qualified SWPPP Practitioner) C. Implement the approved SWPPP (Storm Water Pollution Prevention Plan) D. Provide, implement and maintain Temporary BMP's as shown on the Erosion Control Plan in the drawings. E. Prevention of erosion due to construction activities. F. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities. G. Restoration of areas eroded due to insufficient preventive measures. H. Compensation of City for fines levied by authorities having jurisdiction due to non-compliance by Contractor. 1.2 RELATED REQUIREMENTS A. Section 31 1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris. 1.3 REFERENCE STANDARDS A. ASTM D4355 - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture, and Heat in a Xenon Arc Type Apparatus; 2007. B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity; 1999a (Reapproved 2009). C. ASTM D4533 - Standard Test Method for Trapezoid Tearing Strength of Geotextiles; 2011. D. ASTM D4632 - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2008. E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile; 2012. F. ASTM D4873 - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2002 (Reapproved 2009). G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; current edition. 1.4 PERFORMANCE REQUIREMENTS A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2009-009-DWQ Construction General Permit (CGP) and it's amendments. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 2 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo B. Contractor shall coordinate and schedule with the City to have the Cityt's hired Qualified SWPPP Practitioner, (QSP), onsite during construction as required by the General Permit. C. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits. 1. Obtain and pay for permits and provide security required by authority having jurisdiction. 2. City will withhold payment to Contractor equivalent to all fines resulting from non- compliance with applicable regulations. D. Provide to City a Performance Bond covering erosion and sedimentation preventive measures only, in an amount equal to 100 percent of the cost of erosion and sedimentation control work. E. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs. F. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project. 1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less. 2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years. G. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project. 1. Control movement of sediment and soil from temporary stockpiles of soil. 2. Prevent development of ruts due to equipment and vehicular traffic. 3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. H. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project. 1. Prevent windblown soil from leaving the project site. 2. Prevent tracking of mud onto public roads outside site. 3. Prevent mud and sediment from flowing onto sidewalks and pavements. 4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to City. I. Open Water: Prevent standing water that could become stagnant. J. Maintenance: 1. Maintain temporary preventive measures until permanent measures have been established. 2. Address any issues or deficiencies identified during the QSP's site inspections in a timely manner. 1.5 SUBMITTALS A. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 3 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo PART 2 PRODUCTS 2.1 MATERIALS A. Mulch: Use one of the following: 1. Straw or hay. 2. Wood waste, chips, or bark. 3. Erosion control matting or netting. B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths: 1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with ASTM D4751. 2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491. 3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355 after 500 hours exposure. 4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction; when tested in accordance with ASTM D4632. 5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632. 6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533. 7. Color: Manufacturer's standard, with embedment and fastener lines preprinted. D. Silt Fence Posts: One of the following, minimum 5 feet long: 1. Hardwood, 2 by 2 inches in cross section. E. Fiber Rolls: 12" Diameter wheat, encased in jute netting, or an approved equal. F. Gravel: See Section 32 1123 for aggregate. PART 3 EXECUTION 3.1 EXAMINATION A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible. 3.2 PREPARATION A. Schedule work so that soil surfaces are left exposed for the minimum amount of time. 3.3 SCOPE OF PREVENTIVE MEASURES A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required. B. Construction Entrances: Traffic-bearing aggregate surface. 1. Width: As required; 10 feet, minimum. 2. Length: 25 feet, minimum. 3. Provide at each construction entrance from public right-of-way. 4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin. C. Linear Sediment Barriers: Made of silt fences or straw wattles. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 4 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 1. Provide linear sediment barriers: a. Along downhill perimeter edge of disturbed areas, including soil stockpiles. b. Along the toe of cut slopes and fill slopes. c. Perpendicular to flow across the bottom of existing and new drainage channels and swales that traverse disturbed areas or carry runoff from disturbed areas; space at maximum of 200 feet apart. D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures: 1. Gravel bags oriented to filter sediments from the direction of flows. 2. Premanufactured sedimentation rolls/socks placed per the manufacturer's recommendations for storm drain inlet protection procedures. E. Soil Stockpiles: Protect using one of the following measures: 1. Cover with polyethylene film, secured by placing soil on outer edges. 2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay. F. Mulching: Use only for areas that may be subjected to erosion for less than 6 months. 1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required. G. Good housekeeping procedures as required by the General Permit. H. Specified material delivery and storage area with adequate containment measures, as required in the General Permit. I. Concrete waste cleanout measures as required by the General Permit. J. Maintenance of Best Management Practices as required by the General Permit. 3.4 INSTALLATION A. Traffic-Bearing Aggregate Surface: 1. Excavate minimum of 6 inches. 2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints. 3. Place and compact at least 6 inches of 1.5 to 3.5 inch diameter stone. B. Silt Fences: 1. Store and handle fabric in accordance with ASTM D4873. 2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground. 3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground. 4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground. 5. Install with top of fabric at nominal height and embedment as specified. 6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post. 7. Fasten fabric to wood posts using one of the following: a. Four 3/4 inch diameter, 1 inch long, 14 gage nails. b. Five 17-gage staples with 3/4 inch wide crown and 1/2 inch legs. STORM WATER POLLUTION PREVENTION 95% CONSTRUCTION DOCUMENTS 312301 - 5 06-08-2022 RRM Project # 0720-02-UR19 Cultural Arts District Parking Structure – Phase 1B City of San Luis Obispo 8. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet. C. Mulching Over Small and Medium Areas: 1. Dry Straw and Hay: Apply 4 to 6 inches depth. 2. Wood Waste: Apply 2 to 3inches depth. 3. Erosion Control Matting: Comply with manufacturer's instructions. 3.5 MAINTENANCE A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches or more rainfall at the project site, and daily during prolonged rainfall. B. Repair deficiencies immediately. C. Silt Fences: 1. Promptly replace fabric that deteriorates unless need for fence has passed. 2. Remove silt deposits that exceed one-third of the height of the fence. 3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes. D. Clean out temporary sediment control structures weekly and relocate soil on site. E. Place sediment in appropriate locations on site; do not remove from site. 3.6 CLEAN UP A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Architect/Engineer B. Clean out temporary sediment control structures that are to remain as permanent measures. C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces. End of Section Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan prepared for City of San Luis Obispo Public Works Department 919 Palm Street San Luis Obispo, California 93401 prepared by Rincon Consultants, Inc. 1530 Monterey Street, Suite D San Luis Obispo, California 93401 June 2022 Please cite this report as follows: Montgomery, Courtney, Ashley Losco, Ken Victorino, Christopher Duran, Christopher Bersbach, and Shawn Decker 2022 Cultural Arts District Parking Structure Project Phase 1B & Phase 2 Mitigation and Monitoring Plan, San Luis Obispo County, California. Rincon Consultants Project No. 22-12836. Report on file at Rincon Consultants, Inc. 180 North Ashwood Avenue Ventura, California 93001 Table of Contents Phase 1B & Phase 2 Mitigation and Monitoring Plan i Table of Contents 1 Introduction ....................................................................................................................................1 Project Location and Description ..................................................................................... 10 Environmental Resource Sensitivity .................................... Error! Bookmark not defined. 2 Plan Check Requirements ............................................................................................................ 15 3 Monitoring Requirements ........................................................................................................... 21 4 Archaeological Testing Requirements ......................................................................................... 24 5 Resource Discovery Plan .............................................................................................................. 25 Discovery of Archaeological Resources ........................................................................... 25 Discovery of Human Remains .......................................................................................... 26 Discovery of Paleontological Resources .......................................................................... 26 6 Reporting of Monitoring Results and Curation Finds .................................................................. 27 Reporting of Archaeological Monitoring Results ............................................................. 27 Curation of Archaeological Finds ..................................................................................... 27 Reporting of Paleontological Monitoring Results ............................................................ 27 Curation of Paleontological Resources ............................................................................ 28 7 References ................................................................................................................................... 29 Figures Figure 1 Project Location Depicted on Topographic Background ................................................. 11 City of San Luis Obispo Cultural Arts District Parking Structure Project ii This page intentionally left blank. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 1 1 Introduction Rincon Consultants, Inc. (Rincon) was retained by the City of San Luis Obispo (City) to provide Mitigation Monitoring and Reporting Program (MMRP) compliance services in support of Phase 1B and Phase 2 of the Cultural Arts District Parking Structure Project (formerly known as the Palm Nipomo Parking Structure) in San Luis Obispo, California. The Mitigation and Monitoring Plan (MMP) will address the details, timing, and responsibility of all required mitigation monitoring activities. The current Phase 1A of the Cultural Arts District Parking Structure Project (project) consists of undergrounding existing dry utilities in preparation for the main phases of construction. Phase 1B consists of demolition and site preparation and Phase 2 consists of construction of the parking structure and surrounding site improvements. Phase 1B and Phase 2 are subject to mitigation requirements outlined in the Final EIR for the Palm Nipomo Parking Structure Project adopted by the City Council in July 2018 (2018 Final EIR; City of San Luis Obispo 2018). The City intends to submit for building permit approval for all project phases in June 2022 and intends to commence Phase 1B in early 2023 and Phase 2 in Fall 2023. This MMP was prepared by Rincon Consultants, Inc. (Rincon) in compliance with the Mitigation Monitoring and Reporting Program prepared in support of the 2018 Final EIR for the Palm Nipomo Parking Structure Project. The Mitigation Monitoring and Reporting Program includes the following mitigation measures for Aesthetics, Air Quality, Biological Resources, Cultural Resources, Geology and Soils, Hazards and Hazardous Materials, Historic Resources, Noise, Paleontological Resources, and Transportation: AESTHETICS/VISUAL RESOURCES 1. Prior to issuance of building permits, the applicant shall prepare and submit a comprehensive lighting plan for Architectural Review Committee review and approval. The lighting plan shall be consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall address all aspects of the lighting, including but not limited to all buildings, infrastructure, driveways, paths, plazas, safety, and signage. The lighting plan must include identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting, and a photometric map must be provided. The lighting plan shall include the following: a. The point source of all exterior lighting shall be shielded from offsite views b. Light trespass from exterior lights shall be minimized by directing light downward and utilizing cut-off fixtures or shields c. Lumination from exterior lights shall be the lowest level allowed by public safety standards d. Exterior lighting shall be designed to not focus illumination onto exterior walls e. Any signage visible from offsite shall not be internally laminated City of San Luis Obispo Cultural Arts District Parking Structure Project 2 2. To minimize impacts on residential development in proximity to the project site, roof and building materials shall be non-reflective, and shall be muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. AIR QUALITY 3. Construction projects shall implement the following dust control measures so as to reduce PM10 emissions in accordance with San Luis Obispo Air Pollution Control District (SLOAPCD) requirements. ▪ Reduce the amount of the disturbed area where possible ▪ Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible ▪ All dirt stock pile areas shall be sprayed daily as needed ▪ Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities ▪ Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established ▪ All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD ▪ All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used ▪ Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site ▪ All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114 ▪ Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site ▪ Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible ▪ All of these fugitive dust mitigation measures shall be shown on grading and building plans ▪ The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 3 such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. 4. The following standard air quality mitigation measures shall be implemented during construction activities at the project site: ▪ Maintain all construction equipment in proper tune according to manufacturer’s specifications ▪ Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road) ▪ Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation ▪ Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation ▪ Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance ▪ All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit ▪ Diesel idling within 1,000 feet of sensitive receptors is not permitted ▪ Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors ▪ Electrify equipment when feasible ▪ Substitute gasoline-powered in place of diesel-powered equipment, where feasible ▪ Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel 5. The following BACT for diesel-fueled construction equipment shall be implemented during construction activities at the project site, where feasible: ▪ Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible ▪ Repower equipment with the cleanest engines available ▪ Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) 6. To reduce ROG and NOX levels during the architectural coating phase, low or no VOC- emission paint shall be used with levels of 50 g/L or less. City of San Luis Obispo Cultural Arts District Parking Structure Project 4 BIOLOGICAL RESOURCES 7. To avoid disturbance of nesting and special-status birds, activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition shall occur outside of the bird breeding season (typically February through August in the project region). If construction must begin within the breeding season, then a pre-construction nesting bird survey shall be conducted no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. The survey shall be conducted by a biologist familiar with the identification of avian species known to occur in the area. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated by the biologist with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary. All construction personnel shall be notified as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the avian biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL RESOURCES 8. A qualified principal investigator, defined as an archaeologist who meets the Secretary of the Interior’s Standards for professional archaeology (hereafter qualified archaeologist), shall be retained to carry out all mitigation measures related to archaeological resources. 9. Mitigation of archaeological resources within the project area shall follow the Consolidated Approach as outlined in the City of San Luis Obispo Archaeological Resource Preservation Program Guidelines. The Consolidated Approach shall include (1) the preparation of a Research Design and Mitigation Plan prepared by the qualified archaeologist and submitted for written approval to the City’s Community Development Director (Director), which shall include but not be limited to the research design, laboratory and field methods, public interpretation, and location of curation; (2) monitoring of demolition and clearing of pavement within the project area; (3) fieldwork after the removal of pavement consisting of a Phase I inventory, Phase 2 Testing and Evaluation, and Phase 3 Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; (4) the completion of special studies, such as faunal analysis, if appropriate, and the curation of recovered artifacts; and (5) the completion of a technical report documenting the results of the consolidated approach prepared in accordance with current professional standards and submitted to the Director. 10. An archaeological monitor shall be present for all project-related ground-disturbing construction activities. The monitor(s) shall be onsite on a full-time basis during earthmoving activities, including grading, trenching, vegetation removal, or other excavation activities. Under consultation between the qualified archaeologist and the City, monitoring may be reduced or eliminated based on observed conditions. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 5 11. In the event that cultural resources are encountered during the implementation of Mitigation Measures 9 or 10, all work shall be halted in the vicinity of the discovery until a qualified archaeologist can assess the significance of the resource. If the resources are found to be significant, they must be avoided or mitigated pursuant to the qualified archaeologist’s direction and the testing plan outlined under Mitigation Measure 9. Mitigation may involve preservation in place or documentation and excavation of the resource. A report by the archaeologist evaluating the find and identifying mitigation actions taken shall be submitted to the City GEOLOGY AND SOILS 12. Once the final maximum loads of the project have been determined, a design-level geotechnical report shall be prepared that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. Recommendations could include, but are not limited to the following: ▪ Use imported non-expansive materials combined with pre-moistening of the soils to provide protection for slabs and flatwork ▪ Provide a layer of non-expansive material 18 to 24 inches thick ▪ Use post-tensioned slabs-on-grade ▪ Implement shoring methods, such as shotcrete-faced soil nail walls, tangent drilled caissons, whaler-braced retaining walls, and steel I-beam and lagging walls ▪ Use over-excavation and recompaction ▪ Utilize a deep foundation system, such as caissons or rammed aggregate piers ▪ A certified soils engineer shall be retained for monitoring during construction of the project. The certified soils engineer shall also provide any necessary soil testing during construction, to ensure compliance with the design-level geotechnical report, and to provide site-specific guidance as subsurface materials are encountered. HAZARDS AND HAZARDOUS MATERIALS 13. Prior to issuance of grading permits, additional soil samples testing for total petroleum hydrocarbons shall be performed. A work plan shall be completed to address the sampling protocols to be followed, as well as the number of samples to be taken and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation, contaminated materials shall be remediated either prior to or concurrent with construction. Remediation shall generally include a management plan which establishes design and implementation of remediation. Cleanup may include excavation, disposal, bio-remediation, or any other City of San Luis Obispo Cultural Arts District Parking Structure Project 6 treatment of conditions subject to regulatory action. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be remediated under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency. The remediation program shall also be approved by the San Luis Obispo Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation, the environmental consultant shall prepare a report summarizing the project, the remediation approach implemented, and the analytical results after completion of the remediation, including all waste disposal or treatment manifests. HISTORICAL RESOURCES 14. Impacts to historical resources shall be minimized through the preparation of archival historic building documentation packages for both 610 and 614 Monterey Street. Prior to issuance of demolition permits, the City of San Luis Obispo shall ensure that documentation of both properties is completed in the form of a Historic American Building Survey (HABS)-Like documentation that shall comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall generally follow the HABS Level III requirements and include high- quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed for both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. NOISE 15. Construction vehicles and haul trucks shall utilize roadways which avoid residential neighborhoods and sensitive receptors where possible. The applicant shall submit a proposed construction vehicle and hauling route for City review and approval prior to grading/building permit issuance. The approved construction vehicle and hauling route shall be used for all construction vehicles and hauling trips during the duration of construction. 16. Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 7 17. For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include: ▪ Sound blankets on noise-generating equipment Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25. ▪ All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers ▪ For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities ▪ Electrical power shall be used to power air compressors and similar power tools ▪ The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day) ▪ Temporary sound barriers shall be constructed between construction sites and affected uses 18. The contractor shall inform residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. Proof of mailing the notices shall be provided to the Community Development Department before the City issues a zoning clearance. Signs shall be in place before beginning of and throughout grading and construction activities. Noise-related complaints shall be directed to the City’s Community Development Department. 19. Prior to the issuance of grading permits, the City of San Luis Obispo shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. PALEONTOLOGICAL RESOURCES 20. A qualified project paleontologist, defined as a paleontologist who meets the standards of the SVP (2010), shall be retained to carry out all mitigation measures related to paleontological resources. 21. Prior to the start of construction, the project paleontologist or his or her designee shall conduct training for construction personnel regarding the appearance of fossils and the procedures for notifying paleontological staff should fossils be discovered by construction staff. The WEAP shall be fulfilled at the time of a preconstruction meeting at which a qualified paleontologist shall attend. City of San Luis Obispo Cultural Arts District Parking Structure Project 8 22. Ground-disturbing construction activities (including grading, trenching, foundation work, and other excavations) in previously undisturbed sediments that exceed 10 feet in depth shall be monitored on a full-time basis during initial ground disturbance. Monitoring shall be conducted by a qualified paleontological monitor, who is defined as an individual who has experience with collection and salvage of paleontological resources and meets the minimum standards of the SVP (2010). The duration and timing of the monitoring will be determined by the project paleontologist and the location and extent of proposed ground disturbance. If the project paleontologist determines that full-time monitoring is no longer warranted, based on the specific geologic conditions at the surface or at depth, the project paleontologist may recommend that monitoring be reduced to periodic spot-checking or cease entirely. Monitoring is not necessary in artificial fill or for activities that do not reach 10 feet in depth. 23. In the event of a fossil discovery by the paleontological monitor or construction personnel, all work in the immediate vicinity of the find shall cease. The project paleontologist shall evaluate the find before restarting construction activity in the area. If it is determined that the fossil(s) is (are) scientifically significant, the project paleontologist shall complete the following conditions to mitigate impacts to significant fossil resources: a. Salvage of Fossils. The project paleontologist (or paleontological monitor) shall recover significant fossils following standard field procedures for collecting paleontological resources, as described by the SVP (2010). Typically, fossils can be safely salvaged quickly by a single paleontologist and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. In this case the paleontologist shall have the authority to temporarily direct, divert or halt construction activity to ensure that the fossil(s) can be removed in a safe and timely manner. b. Preparation and Curation of Recovered Fossils. Once salvaged, significant fossils shall be identified to the lowest possible taxonomic level, prepared to a curation- ready condition, and curated in a scientific institution with a permanent paleontological collection (such as the University of California Museum of Paleontology), along with all pertinent field notes, photos, data, and maps. Fossils of undetermined significance at the time of collection may also warrant curation at the discretion of the project paleontologist. TRANSPORTATION 24. Prior to the issuance of each building permit, the construction contractor shall meet with the Public Works department to determine traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. The construction contractor will develop a Construction Traffic Management Plan for review and approval by the Public Works department. The plan shall include at least the following items and requirements: ▪ A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 9 required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes. ▪ Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur. ▪ Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site). ▪ Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant. ▪ Temporary construction fences to contain debris and material and to secure the site. ▪ Provisions for removal of trash generated by project construction activity. ▪ A process for responding to and tracking complaints pertaining to construction activity. ▪ Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. It is anticipated that this Construction Traffic Management Plan would be developed in the context of a larger Construction Management Plan, which would address other issues such as hours of construction onsite, limitations on noise and dust emissions, and other applicable items. 25. Subject to approval of the Public Works Director, the City shall incorporate improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street to enhance pedestrian safety and accessibility. The improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of each mode of use. At a minimum the project should consider: ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure. ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street. ▪ Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street. ▪ Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. City of San Luis Obispo Cultural Arts District Parking Structure Project 10 If the Community Development Director or hearing body determines that the above mitigation measures are ineffective or physically infeasible, they may add, delete, or modify the mitigation to meet the intent of the original measures. This MMP serves to comply, in part, with these mitigation measures by providing the standards and methods for monitoring to occur during project implementation. This document outlines the steps to be taken during unanticipated discoveries to mitigate potential significant impacts and provides methods for determining if and when monitoring may be reduced or eliminated during the course of project execution. Project Location and Description The project would remove of an existing 77-space surface parking lot and five existing residential structures, and construct a five-level parking structure, commercial space, and non-profit theater on five parcels, identified as Assessor’s Parcel Numbers (APNs) 002-412-001, 002-412-002, 002-412- 003, 002-412-004, 002-412-011, and 002-412-012. Main vehicular access to the structure would be from Palm Street, with secondary access from Nipomo Street. Vehicle access would not be provided from Monterey Street, but a direct pedestrian connection would be provided from the structure to Monterey Street. The parking structure’s maximum height would be 50 feet, excluding elevator towers. The maximum height of the commercial space would be 41 feet above existing grade. The theater would be a three-story structure with a gross floor area of roughly 23,841 square feet. The maximum height of the theater would be approximately 43 feet above existing grade. Section 2.5, Project Characteristics, of the 2018 Final EIR provides a detailed description of the project. The project site is depicted on the San Luis Obispo, California United States Geological Survey (USGS) 7.5-minute topographic map (Figure 1). The project area is bounded on the northwest by Palm Street, on the southwest by Nipomo Street, on the southeast by Monterey Street, and on the northeast by existing residential development. Environmental Resource Sensitivity AESTHETICS/VISUAL RESOURCES BACKGROUND The project site is located in the northwestern portion of the City’s designated Downtown Planning Area, adjacent to the Downtown Core. The majority of the project site and adjacent parcels to the east, south, and west are located within the City’s Downtown Historic District, which affects its visual context along Monterey and Nipomo Streets. Because of the project site’s location in a developed urban area, views of the project site are generally limited, with long-range views blocked by existing development or vegetation. The utility poles and wires that surround and cross over the site are another dominant visual feature of the project site. Elevations onsite range from 190 and 206 feet above mean sea level, and slopes are generally toward the northwest. AIR QUALITY BACKGROUND The South Coast Air Basin is in non-attainment for particulate matter (PM10), and the work area is located within 1,000 feet of sensitive receptors, including Mission College Preparatory Academy, existing residential units, and San Luis Obispo Children’s Museum). In accordance with the standards of the San Luis Obispo Air Pollution Control District CEQA Handbook standard mitigation measures Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 11 Figure 1 Project Location Depicted on Topographic Background City of San Luis Obispo Cultural Arts District Parking Structure Project 12 are required during construction of the proposed utility improvements to reduce potential air quality impacts below applicable thresholds of significance. BIOLOGICAL BACKGROUND The project site is currently developed with a surface parking lot, one detached garage, and five residences, and is surrounded by urban land uses. The site does not provide suitable habitat for wildlife or sensitive plant or animal species, or any riparian habitat or other sensitive natural community identified in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service. However, trees on the site may support nesting birds protected under the Migratory Bird Treaty Act. The federal Migratory Bird Treaty Act (16 United States Code Section 703-711) protects all migratory birds, their nests and eggs against take, possession, or destruction. The MBTA was enacted in 1918 and is enforced by the U.S. Fish and Wildlife Service. Abiding by the MBTA requires that active nests be avoided. CULTURAL BACKGROUND The current project is located in the City of San Luis Obispo in close proximity to the Mission San Luis Obispo de Tolosa. In 2018, the City conducted an environmental impact report to determine the potential environmental impacts for the Palm Nipomo Parking Structure Project (City of San Luis Obispo 2018). As part of this analysis the City determined that the current project site was within an archaeologically sensitive area; however, all portions of the project site are developed with hardscaping and likely disturbed due to previous development. As such, a pedestrian survey or archaeological testing was infeasible. Given the project is within areas determined to be sensitive for archaeological resources and in accordance with the City’s Archaeological Resource Preservation Program Guidelines, the project required archaeological monitoring during project-related ground disturbing activities to mitigate potential impacts to cultural resources (City of San Luis Obispo 2018; City of San Luis Obispo 2009). GEOLOGY/SOILS BACKGROUND The site is relatively flat with no significant slopes on or immediately adjacent to the site, and is not subject to geological hazards including landslides and slope instability. The soils consist of alluvial sediments overlying bedrock, with a potential for expansion. The soils are comprised of laterally discontinuous zones of sandy clay, clay, and clayey gravel extending to depths of 25 to 40 feet below the surface. HAZARDS AND HAZARDOUS MATERIALS BACKGROUND A hazardous materials assessment for the project site was prepared in April 2011 by Earth Systems Pacific. Based on the results of a government database records search, the project site is not included on a list of hazardous material sites compiled pursuant to Government Code Section 65962.5. Archived documents at the City of San Luis Obispo Fire Department indicate that the previous use of the site as a welding/automobile repair shop contained several areas of oil-stained soil, a dry well, and a hydraulic lift. It is unknown whether or not soil sampling was conducted at the time of removal of these features and there is a potential that these or other undocumented buried features would be encountered during excavation. Furthermore, soil samples taken in 2005 at three and four feet indicate the presence of total petroleum hydrocarbons in quantities that exceed City of San Luis Obispo Fire Department action levels. Introduction Phase 1B & Phase 2 Mitigation and Monitoring Plan 13 HISTORICAL RESOURCES BACKGROUND The project site is partially located within the locally designated City of San Luis Obispo Downtown Historic District (historic district). The historical resources analysis conducted as part of the 2018 Final EIR indicated the presence of two properties in the project site that contribute to the historic district, 610 and 614 Monterey Street; 614 Monterey Street has also been found individually eligible for historical designation. Due to their designation as contributors to the historic district, and in the case of 614 Monterey Street, its local eligibility, these properties are considered historical resources under CEQA and would be demolished by the project. The 2018 Final EIR determined that, due to the demolition of 610 and 614 Monterey Street, impacts to historical resources as a result of the project would be significant and unavoidable. However, implementation of Mitigation Measure CR-1 is required to reduce impacts to historical resources to the greatest extent possible. In addition to the direct impacts discussed above, the 2018 Final EIR analyzed the potential indirect impacts to historical resources associated with the project, in particular to the locally-designated Hays-Lattimer Adobe and Harmony Creamery. The 2018 Final EIR concluded that although the project would negatively affect the historic integrity of the Hays-Lattimer Adobe and Harmony Creamery, both would retain their ability to convey their significance and therefore, indirect impacts would therefore be less than significant. Therefore, no mitigation additional mitigation is required. NOISE BACKGROUND The primary noise sources in the project area are from U.S. 101, light vehicle traffic along Palm Street, Nipomo Street, and Monterey Street, and occasional noise from the Mission College Preparatory school athletic field. Noise-sensitive receptors closest to the project site include the following: single- and multi-family residential units adjacent to the northeast project boundary; the San Luis Obispo Children’s Museum located across Monterey Street, approximately 50 feet from the southeast project boundary; the Reis Family Mortuary across Nipomo Street, approximately 50 feet from the western project boundary; residential suites on the second story of the mixed-use development on the south corner of the intersection of Dana Street and Nipomo Street, approximately 60 feet from the southern project boundary; single-family residences located across Nipomo Street, approximately 90 feet from the western project boundary; and the Mission College Preparatory school athletic field across Palm Street, approximately 75 feet from the northwest project boundary. PALEONTOLOGICAL BACKGROUND The project site and surrounding region was mapped at a scale of 1:24,000 by Dibblee and Minch (2004), who identified a single geologic unit, Quaternary alluvium, underlying the project site. A geotechnical report for the project found alluvium at the surface or below the artificial fill, reaching a depth of 25 to 44 feet (Earth Systems Pacific 2011). Early Holocene and Pleistocene alluvial sediments have produced scientifically significant fossils throughout California, including San Luis Obispo County, yielding taxa such as mammoth (Mammuthus), mastodon (Mammut), horse (Equus), bison (Bison), camel (Camelops), ground sloth (Paramylodon), and rodent (Sciuridae) (Jefferson et al. 1992; Jefferson 2010; Paleobiology Database 2022; University of California Museum of Paleontology 2022). City of San Luis Obispo Cultural Arts District Parking Structure Project 14 TRANSPORTATION BACKGROUND Regional access to the project site is provided by U.S. 101, located west and north of the study area, and Highway 1, which coincides with and is designated Santa Rosa Street (north of U.S. Highway 101) near the project site. All of the study area roadways are classified as Local Commercial streets in the City’s General Plan Circulation Element. Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 15 2 Plan Check Requirements The following outlines the mitigation requirements that shall be reflected on final plans and/or project specifications. 1. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall confirm Architectural Review Committee review and approval of a comprehensive lighting plan consistent with the Municipal Code Night Sky Ordinance, and prepared using guidance and best practices endorsed by the International Dark Sky Association. The lighting plan shall include: ▪ Identification of all types, sizes, and intensities of wall mounted building lights and landscape accent lighting ▪ A photometric map ▪ Shielding of point sources of all exterior lighting from offsite views ▪ Directing light downward and cut-off fixtures or shields ▪ Lumination from exterior lights at the lowest level allowed by public safety standards ▪ Exterior lighting design that does not focus illumination onto exterior walls ▪ No internal illumination of any signage visible from offsite 2. Prior to issuance of building permits the Community Development Director or other City compliance monitor shall review the final building plans to verify that roof and building materials are non-reflective, and are muted in hues consistent with standards in the Community Design Guidelines, Section 6.1-C. 3. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review the final grading plans to verify the following air quality mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): FUGITIVE DUST CONTROL REQUIREMENTS ▪ Reduce the amount of the disturbed area where possible ▪ Water trucks or sprinkler systems shall be used during construction in sufficient quantities to prevent airborne dust from leaving the site. Increased watering frequency shall be required whenever wind speeds exceed 15 mph. Reclaimed (non- potable) water shall be used whenever possible ▪ All dirt stock pile areas shall be sprayed daily as needed ▪ Permanent dust control measures identified in the approved project revegetation and landscape plans shall be implemented as soon as possible following completion of any soil disturbing activities City of San Luis Obispo Cultural Arts District Parking Structure Project 16 ▪ Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading shall be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established ▪ All disturbed soil areas not subject to revegetation shall be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD ▪ All roadways, driveways, sidewalks, etc. to be paved shall be completed as soon as possible after grading unless seeding or soil binders are used ▪ Vehicle speed for all construction vehicles shall not exceed 15 miles per hour (mph) on any unpaved surface at the construction site ▪ All trucks hauling dirt, sand, soil, or other loose materials are to be covered or shall maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with California Vehicle Code Section 23114 ▪ Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment leaving the site ▪ Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water shall be used where feasible ▪ All of these fugitive dust mitigation measures shall be shown on grading and building plans ▪ The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20 percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork, or demolition. STANDARD CONTROL MEASURES FOR CONSTRUCTION EQUIPMENT ▪ Maintain all construction equipment in proper tune according to manufacturer’s specifications ▪ Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed version suitable for sue off-road) ▪ Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel engines, and comply with the State Off-Road Regulation ▪ Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty diesel engines, and comply with the State On-Road Regulation ▪ Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine standards identified in the above two measures (e.g., captive or NOX exempt area fleets) may be eligible by proving alternative compliance Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 17 ▪ All on- and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit ▪ Diesel idling within 1,000 feet of sensitive receptors is not permitted ▪ Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors ▪ Electrify equipment when feasible ▪ Substitute gasoline-powered in place of diesel-powered equipment, where feasible ▪ Use alternatively fueled construction equipment onsite where feasible, such as compressed natural gas, liquefied natural gas, propane or biodiesel BEST AVAILABLE CONTROL TECHNOLOGY (BACT) FOR CONSTRUCTION EQUIPMENT ▪ Further reduce emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines where feasible ▪ Repower equipment with the cleanest engines available ▪ Install California Verified Diesel Emission Control Strategies, such as level 2 diesel particulate filters (these strategies are listed at: www.arb.ca.gov/diesel/verdev/vt/cvt.htm) ARCHITECTURAL COATING ▪ Low or no VOC-emission paint shall be used with levels of 50 g/L or less 4. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review and approve a design-level geotechnical report that identifies the most appropriate geotechnical improvements to onsite soils, the foundation, and parking structure to minimize expansive soil hazards. 5. Prior to issuance of grading and building permits the Community Development Director or other City compliance monitor shall review the grading and building final plans to verify all geotechnical improvements to onsite soils, the foundation, and parking structure identified in the approved design-level geotechnical report are reflected on final grading and building plans. 6. Prior to issuance of grading permit the Community Development Director or other City compliance monitor shall review and approve a work plan for soil sample testing for site associated potential constituents of concern including metals, polycyclic aromatic hydrocarbons, and total petroleum hydrocarbons. The work plan shall address the sampling protocols to be followed, the number of samples to be taken, and the chemical analysis required. Upon City of San Luis Obispo approval, the work plan shall be implemented and the results of the soil sampling shall be forwarded to the City of San Luis Obispo. The City shall review the data to determine if any additional investigation or remedial activities are deemed necessary. No work shall resume in that area until the lead local regulatory agency has provided written authorization that the area does not warrant any additional action. If concentrations of contaminants warrant remediation or other special handling, contaminated materials shall be remediated either prior to or concurrent with construction. Impacted soil not requiring remediation would be excavated, stored, transported, and disposed City of San Luis Obispo Cultural Arts District Parking Structure Project 18 following a lead oversight agency approved soil management plan. If remediation of soil impacts beyond the planned area of excavation is warranted, a remedial action plan may be required. All necessary reports, regulations and permits shall be followed to achieve cleanup of the site. The contaminated materials shall be properly managed under the supervision of an environmental consultant licensed to oversee such remediation and under the direction of the lead oversight agency (likely San Luis Obispo County Public Health Environmental Health Services Division). Permitting for the excavation of contaminated soil may also be required from the San Luis Obispo Air Pollution Control District. The remediation or soil management program shall also be approved by the San Luis Obispo City Fire Department. All proper waste handling and disposal procedures shall be followed. Upon completion of the remediation or soil management activities, the environmental consultant shall prepare a report summarizing the project, the remediation approach or soil management implemented, and the analytical results, including all waste disposal or treatment manifests. The remediation or management of impacted soil can be performed concurrently with excavation for project construction. HAZWOPER certified workers may be required. 7. Prior to issuance of demolition permits the Community Development Director or other City compliance monitor shall review and approve archival historic building documentation packages for both 610 and 614 Monterey Street that comply with the Secretary of the Interior’s Standards for Architectural and Engineering Documentation (NPS 1990). The documentation shall follow the Historic American Building Survey (HABS) Level III requirements and include high-quality digital photographic recordation of the buildings and their overall setting, detailed historic narrative report, and compilation of historic research. The documentation shall be completed by a qualified architectural historian or historian who meets the Secretary of the Interior’s Professional Qualification Standards for History and/or Architectural History (NPS 1983). Individual archival documentation packages shall be completed both properties and offered as donated material to the San Luis Obispo Library and the History Center of San Luis Obispo County, where it would be available to local researchers. Completion of this mitigation measure shall be monitored and enforced by the lead agency. 8. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review and approve a construction vehicle and hauling route that shall be used for all construction vehicles and hauling trips during the duration of construction. (This measure may be developed in the context of a larger Construction Management Plan.) 9. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the final grading and building plans to verify the following noise mitigation requirements are reflected in final plans or specifications (these requirements may be developed in the context of a larger Construction Management Plan): CONSTRUCTION WORK HOURS ▪ Except for emergency repair of public service utilities or where an exception is issued by the Community Development Department, no operation of tools or equipment used in construction, drilling, repair, alteration, or demolition work shall occur daily between the hours of 7:00 PM and 7:00 AM, or anytime on Sundays, holidays, or after sunset, where that operation creates a noise disturbance that exceeds 75 dBA for single family residential, 80 dBA for multi-family residential, and 85 dBA for mixed residential/commercial land uses across a residential or commercial property line for a maximum of 10 days. For construction activities Plan Check Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 19 lasting more than 10 days, noise from construction equipment shall not exceed 60 dBA for single family residential, 65 dBA for multi-family residential, and 70 dBA for mixed residential/commercial land uses across a residential or commercial property line. CONSTRUCTION EQUIPMENT NOISE MANAGEMENT TECHNIQUES ▪ For all construction activity at the project site, noise attenuation techniques shall be employed to reduce noise levels to extent feasible in accordance with the City of San Luis Obispo Municipal Code, Title 9, Chapter 9.12 (Noise Control). Such techniques shall include: ▪ Sound blankets on noise-generating equipment Stationary construction equipment that generates noise levels above 60 dBA at the project boundaries shall be shielded with barriers that meet a sound transmission class (a rating of how well noise barriers attenuate sound) of 25. ▪ All diesel equipment shall be operated with closed engine doors and shall be equipped with factory-recommended mufflers ▪ For stationary equipment, the applicant shall designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding shall be installed prior to construction and remain in the designated location throughout construction activities ▪ Electrical power shall be used to power air compressors and similar power tools ▪ The movement of construction-related vehicles, with the exception of passenger vehicles, along roadways adjacent to sensitive receptors shall be limited to the hours between 7:00 AM and 7:00 PM, Monday through Saturday and no movement of heavy equipment shall occur on Sundays or official holidays (e.g., Thanksgiving, Labor Day) ▪ Temporary sound barriers shall be constructed between construction sites and affected uses 10. Prior to issuance of grading permits the Public Works Director or other City compliance monitor shall review and coordinate the construction schedules of any other projects within 300 feet of the project to ensure that construction schedules do not overlap. 11. Prior to issuance of zoning clearance the Community Development Director or other City compliance monitor shall review and approve proof that the contractor has mailed notices to residents and business operators at properties within 300 feet of the project site of proposed construction timelines and noise complaint procedures to minimize potential annoyance related to construction noise. 12. Prior to issuance of each building permit the Public Works Director or other City compliance monitor shall review and approve a Construction Traffic Management Plan that identifies traffic management strategies to reduce, to the maximum extent feasible, traffic congestion and the effects of parking demand by construction workers during construction of this project. (This measure may be developed in the context of a larger Construction Management Plan.) The Construction Traffic Management Plan shall include: City of San Luis Obispo Cultural Arts District Parking Structure Project 20 ▪ A set of comprehensive traffic control measures, including scheduling of major truck trips and deliveries to avoid peak traffic and pedestrian hours, detour signs if required, lane closure procedures, sidewalk closure procedures, signs, cones for drivers, and designated construction access routes. ▪ Notification procedures for adjacent property owners and public safety personnel regarding when major deliveries, detours, and lane closures will occur. ▪ Location of construction staging areas for materials, equipment, and vehicles (must be located on the project site). ▪ Identification of haul routes for movement of construction vehicles that would minimize impacts on vehicular and pedestrian traffic, circulation and safety; and provision for monitoring surface streets used for haul routes so that any damage and debris attributable to the haul trucks can be identified and corrected by the project applicant. ▪ Temporary construction fences to contain debris and material and to secure the site. ▪ Provisions for removal of trash generated by project construction activity. ▪ A process for responding to and tracking complaints pertaining to construction activity. ▪ Provisions for monitoring surface streets used for truck routes so that any damage and debris attributable to the trucks can be identified and corrected. 13. Prior to issuance of grading and building permits the Public Works Director or other City compliance monitor shall review the grading and building final plans to verify required improvements to the intersections of Dana Street/Nipomo Street and Monterey Street/Nipomo Street are reflected on final grading and building plans. The required improvements shall be consistent with the City’s Circulation Element and Downtown Physical Concept Plan (2017) and shall balance the needs of pedestrian, bicycle, and vehicle modes of use. At a minimum the required improvements shall include: ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps across Nipomo Street from the northwest corner of Dana Street/Nipomo Street to the southwest corner of the parking structure. ▪ High visibility crosswalk, or other intersection enhancements, with directional curb ramps from the southeast corner of Monterey Street/Nipomo Street across Nipomo Street. ▪ Standard crosswalks, or other intersection enhancements, with directional curb ramps across Monterey Street and Dana Street where they intersect with Nipomo Street. ▪ Reduce the curb radii on the southwest corner of Dana Street/Nipomo Street and the northeast corner of Monterey Street/Nipomo Street. Additional plans requiring review and approval by the Community Development Director prior to Encroachment Permit issuance include an archaeological monitoring plan consistent with the requirements of the City’s Archaeological Resource Preservation Guidelines, which is incorporated in this MMP as Section 3, Monitoring Requirements. Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 21 3 Monitoring Requirements AIR QUALITY MITIGATION MONITORING REQUIREMENTS Periodically during construction (minimum once per month) the City compliance monitor shell field verify compliance with the Fugitive Dust Control Requirements, Standard Control Measures for Construction Equipment, BACT for Construction Equipment, and Architectural Coating mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. BIOLOGICAL RESOURCES/NESTING BIRD MITIGATION MONITORING REQUIREMENTS If construction activities related to the project, including, but not limited to, vegetation removal, ground disturbance, and construction and demolition, must begin between February through August, prior to initiation of construction activities the City compliance monitor shall ensure a qualified biologist completes a pre-construction nesting bird survey no more than 3 days prior to initiation of ground disturbance and vegetation removal activities. The nesting bird pre-construction survey shall be conducted within the Project Boundary, including a 300-foot buffer (500-foot for raptors), on foot, and within inaccessible areas (i.e., private lands) afar using binoculars to the extent practical. If nests are found, an avoidance buffer (which is dependent upon the species, the proposed work activity, and existing disturbances associated with land uses outside of the site) shall be determined and demarcated with bright orange construction fencing, flagging, construction lathe, or other means to mark the boundary by the qualified biologist under the supervision of the City compliance monitor. The City compliance monitor shall notify all construction personnel as to the existence of the buffer zone and to avoid entering the buffer zone during the nesting season. No ground- disturbing activities shall occur within this buffer until the qualified biologist has confirmed that breeding/nesting is completed and the young have fledged the nest. Encroachment into the buffer shall occur only at the discretion of the qualified biologist. CULTURAL/ARCHAEOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR archaeological monitoring is required for all project-related ground disturbance . All archaeological monitoring efforts shall be conducted under the direction of an archaeologist meeting the Secretary of the Interior’s Professional Qualifications Standards for archaeology (National Park Service [NPS] 1983; hereafter, Qualified Archaeologist). Archaeological monitor(s) shall be onsite during all project-related earthmoving activities. Earthmoving activities include, but are not limited to, vegetation removal, grading, excavation, trenching, and all other excavation activities. During monitoring, the monitors shall examine the work areas for the presence of prehistoric artifacts (e.g., chipped stone tools and production debris, stone milling tools, ceramics), historic-period debris (e.g., metal, glass, ceramics), and/or soil discoloration that might indicate the presence of a cultural midden. Each monitor shall maintain a daily log documenting ground disturbing activity, work locations, description and provenience of any archaeological discoveries (if any), and any necessary action items for monitoring City of San Luis Obispo Cultural Arts District Parking Structure Project 22 In the event of a find, the archaeological monitors retain the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. If the archaeological resource is prehistoric in nature, a local Native American group will be contacted to and given the opportunity consult with the City regarding the find and provide recommendation. A Native American monitor will be retained for the remainder of earth disturbing activities should a prehistoric resource be found during construction. Protocols in the case of a find are discussed in greater detail in Section 4 below. Monitoring shall continue until the Qualified Archaeologist, in coordination with the City (and Native American monitor if present), has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any organic material (sterile), soils that are determined to be not native to the area, areas found to be heavily disturbed by modern activities, or the encounter of undisturbed hardpan/bedrock type soil conditions or depth of excavation (i.e., exceeds a depth where cultural resources may reasonably be expected). When/if culturally sterile soils are encountered during monitoring, the Qualified Archaeologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. NOISE MITIGATION MONITORING REQUIREMENTS Prior to initiation of grading and construction activities the City compliance monitor shall field verify signs are in place directing noise-related complaints to the City’s Community Development Department. Periodically during construction (minimum once per week) the City compliance monitor shall field verify compliance with signage requirements, in addition to the Construction Work Hours and Construction Equipment Noise Management Techniques mitigation requirements reflected in final plans and specifications. Periodic field monitoring shall continue until the City compliance monitor has determined that the specific mitigation requirements have been fully met and/or construction is complete. PALEONTOLOGICAL RESOURCES MITIGATION MONITORING REQUIREMENTS In compliance with the 2018 Final EIR, paleontological monitoring is required during initial ground disturbance of sediments deeper than 10 feet below surface, with the project paleontologist (defined as an individual meeting the standards of a Qualified Professional Paleontologist per SVP [2010]) modifying the monitoring schedule as appropriate (City of San Luis Obispo 2007). Excavations that are less than 10 feet below the surface or are in previously disturbed sediments, do not require monitoring. Monitoring will be conducted by a paleontological monitor (defined as an individual meeting the standards of a Qualified Paleontological Monitor per the standards of the SVP [2010]). Monitoring will consist of the visual inspection of excavated or graded areas, trench and pit sidewalls, and spoils piles. Paleontological monitoring is documented in daily electronic monitoring logs, which at a minimum, include a description of areas monitored, monitor name(s), a summary of monitoring activities, and a description of the disturbed geologic units within a stratigraphic context. In paleontologically sensitive areas, or in adjacent areas that can provide context for the geology and paleontology, Monitoring Requirements Phase 1B & Phase 2 Mitigation and Monitoring Plan 23 outcrops and cut exposures will be examined and observed geologic features will be recorded when/if available. The paleontological monitor will be equipped with hand tools and supplies (e.g., geological hammer, shovel, pick, chisels, whisk broom, buckets, specimen bags, field notebook, forms, pens, markers, and glue) to allow for the rapid salvage of fossil remains. At all times, the paleontological monitor will wear the appropriate personal protective equipment in compliance with the on-site contractor PPE work rules, including a hard hat, heavy footwear, sleeved shirt, long pants, safety glasses, and a high-visibility safety vest. In the event of a find, the paleontological monitor retains the authority to temporarily halt and redirect work until the resource(s) have been evaluated and the area cleared for construction activities to recommence. Monitoring shall continue until the project paleontologist, in coordination with the City, has determined that the monitoring may be reduced or eliminated. Reasons for reducing or eliminating monitoring may include but not be limited to observed field conditions such as: soils that appear to lack any potential to encounter paleontological resources (sterile), soils that are determined to be not native to the area, or areas found to be heavily disturbed by modern activities. When/if paleontologically sterile soils are encountered during monitoring, the project paleontologist will provide a written recommendation (via email or other method acceptable to the City) to reduce or eliminate the monitoring effort. Should the City accept the recommendation, the reduction or elimination will commence immediately upon approval. If the construction schedule changes or excavations begin in a new area, the project paleontologist may reinstate paleontological monitoring. City of San Luis Obispo Cultural Arts District Parking Structure Project 24 4 Archaeological Testing Requirements In compliance with Mitigation Measure 9, “fieldwork after the removal of pavement consisting of a Phase I inventory, Phase II Testing and Evaluation, and Phase III Data Recovery aimed at locating archaeological remains, evaluating their significance and integrity, and mitigating impacts through data recovery excavation; the completion of special studies, such as faunal analysis, if appropriate” is required. As part of mitigation, an extended Phase I of CA-SLO-2431H shall be conducted. If CA-SLO-2431H contains subsurface cultural materials, the resource shall be evaluated for significance and eligibility for listing in the CRHR through the implementation of a Phase II evaluation program. Phase II evaluations shall include any necessary archival research to identify significant historical associations as well as mapping of surface artifacts, collection of functionally or temporally diagnostic tools and debris, and excavation of a sample of the cultural deposit to characterize the nature of the sites, define the artifact and feature contents, determine horizontal boundaries and depth below surface, and retrieve representative samples of artifacts and other remains. If the resource is found eligible for listing on the NRHP, CRHR, or local register, a Phase III data recovery program shall be conducted to mitigate the impacts to the resource if avoidance remains infeasible. A data recovery program shall include the development of a site-specific research design, testing program, laboratory analysis, and reporting with the intention of extracting data from the resource to the point of redundancy. Cultural materials collected from the sites shall be processed and analyzed in the laboratory according to standard archaeological procedures. The age of archaeological resources shall be determined using radiocarbon dating or other appropriate procedures; metal, ceramic, faunal remains, and other cultural materials shall be identified and analyzed according to current professional standards. The significance of the resource shall be evaluated according to the criteria of the CRHR. The results of the investigations shall be presented in a technical report following the standards of the California Office of Historic Preservation publication “Archaeological Resource Management Reports: Recommended Content and Format (1990 or latest edition).” Any necessary archaeological data recovery excavation shall be carried out by a Registered Professional Archaeologist according to a research design reviewed and approved by the City, as the lead agency, and prepared in advance of fieldwork and using appropriate archaeological field and laboratory methods consistent with the California Office of Historic Preservation Planning Bulletin 5 (1991), Guidelines for Archaeological Research Design, or the latest edition thereof. Upon completion of the work, all artifacts, other cultural remains, records, photographs, and other documentation shall be curated an appropriate curation facility to be determined on a case-by-case basis in consultation with the City and interested parties (e.g., historical organizations). Resource Discovery Plan Phase 1B & Phase 2 Mitigation and Monitoring Plan 25 5 Resource Discovery Plan The following outlines the procedures to be followed in the inadvertent discovery of cultural resources, including human remains. Discovery of Archaeological Resources The procedure for dealing appropriately with unanticipated resources encountered during construction will include, but not be limited to, the following: For the discovery of previously unknown archaeological resources: The archaeological monitor will divert construction activity in the immediate vicinity of the find by signaling to construction staff and notifying the designated construction foreman. The monitor will report the discovery to Rincon’s qualified archaeologist and the City’s construction inspector. The “immediate vicinity” will vary depending upon specific circumstances. If the archaeological resource is prehistoric in nature, a local Native American group will consult about the find, and a Native American monitor will be retained for the remainder of earth disturbing activities. Upon completion of the above notification, the archaeological monitor will determine the nature and extent of the cultural remains and make a preliminary assessment of their integrity and potential importance. If the archaeological monitor determines that the discovery is not cultural, or is an isolated artifact, the monitor will immediately notify the qualified archaeologist and construction manager that activities may resume as soon as the archaeological item(s) has been properly photographed and recorded. If potentially significant cultural features, artifact concentrations, or intact deposits are discovered, the archaeological monitor will divert construction activity in the immediate vicinity and report the discovery to the qualified archaeologist and the City’s construction inspector so that appropriate notifications to the City can be issued. A temporary Construction Exclusion Zone (CEZ), consisting of lath and flagging tape, will be erected around the discovery. The size of the CEZ may be reduced or enlarged as the significance and extent of the find is determined and treatment measures are implemented. For the purposes of the current effort, a minimum 100-foot radius shall be established for any remains that are suspected of being human (see Section 4.2 for further direction related to the discovery of human remains). Isolated artifacts shall be marked by an orange cone or flagging with no additional radius. In the case of the discovery of an intact archaeological site, a radius of 100 feet may be established so that the resource may be evaluated. This radius may be reduced or expanded based on the nature of the resource and the area required for archaeologists to work safely. The CEZ will not be removed until the potentially significant cultural resource has been evaluated to assess whether it is classified as a “historical resource,” pursuant to the California Environmental Quality Act (CCR, § 15064.5[a]). To minimize construction delays, if a potentially significant cultural resource is discovered during monitoring, Rincon will immediately contact the City to formulate a plan for further treatment. Cultural resources identified within the site shall be recorded according to current archaeological standards. This shall include the preparation of California Department of Parks and Recreation (DPR) Series 523 forms. Pertinent information concerning the resource(s) shall be recorded, including the site type, components, size, and provenience. Upon completion, the Series 523 forms shall be City of San Luis Obispo Cultural Arts District Parking Structure Project 26 submitted to the California Historical Resources Information System’s Central Coast Information Center, located at the Santa Barbra Museum of Natural History for primary number and trinomial designation. Final copies of the Series 523 forms shall be included in the final monitoring report. In addition to the Series 523 forms, a final compliance report shall be prepared as presented in Section 5.1 below. Discovery of Human Remains There is a possibility that the project’s construction-related activities may encounter human burials or cremations. Therefore, if the project’s construction-related activities find potential human bone, ground-disturbing activities in the area of the discovery shall immediately be halted or redirected while a temporary CEZ surrounding the site of discovery is established to allow for further examination and treatment of the find. The qualified archaeologist shall also immediately notify the City and the San Luis Obispo County Coroner’s Office by telephone, pursuant to Health and Safety Code 7050.5. By law, the Coroner will determine within 48 hours of being notified if the remains are subject to his or her authority. If the human remains are determined to be prehistoric, the coroner will notify the Native American Heritage Commission, which will determine and notify a most likely descendant (MLD). The MLD shall complete the inspection of the site within 48 hours of being granted access and provide recommendations for the treatment of any human remains and artifacts associated with Native American burials. Discovery of Paleontological Resources In the event of a paleontological resource discovery, all work in the immediate vicinity of the discovery will be halted and a 50-foot buffer will be delineated around the discovery, to create a construction equipment exclusion zone to allow the paleontological monitor a safe zone to work within. The project paleontologist will determine if the discovery has fossil(s) that have the potential to be significant, and if they do, they shall recover the fossils following standard field procedures. Most fossils can be safely salvaged quickly by a single paleontological monitor and not disrupt construction activity. In some cases, larger fossils (such as complete skeletons or large mammal fossils) require more extensive excavation and longer salvage periods. During recovery of potentially significant fossils, the paleontological monitor will document all identification and recovery efforts, including assigning a unique field number to each fossil specimen, fossil locality, or sediment sample, and record the field number and associated specimen/sample data (identification by taxon and element, sample size, etc.), corresponding geologic data (particularly lithology, stratigraphic unit, stratigraphic level within the unit, inferred age, etc.), and geographic site data (UTM coordinate location, elevation, etc.) in their field notes. Reporting of Monitoring Results and Curation Finds Phase 1B & Phase 2 Mitigation and Monitoring Plan 27 6 Reporting of Monitoring Results and Curation Finds Reporting of Archaeological Monitoring Results At the conclusion of the construction activities requiring archeological monitoring, an archaeological monitoring report shall be prepared under the direction of the qualified archaeologist. The monitoring report will outline the methodology of archaeological mitigation at the project site, describe the construction activity and duration, and present the results of the monitoring. The level of effort to complete a monitoring report is dependent on the number of resources recovered during monitoring activities. Should the monitoring effort be negative for the identification of cultural resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If archaeological materials are recovered, a comprehensive technical report will also be required to describe and interpret findings and data. The technical report shall be prepared in accordance with the Archaeological Resources Management Reports (ARMR): Recommended Contents and Format. If required, the ARMR-format report shall include a complete description of resources identified during monitoring, treatment of those resources, National Register of Historic Places (NRHP) eligibility recommendations, site records, and site maps. The final version of the monitoring report shall be submitted to the City and the Central Coast Information Center of the California Historical Resources Information Center. Curation of Archaeological Finds Recovered archaeological finds not associated with burials will be temporarily stored by Rincon until either an appropriate on-site reburial location or repository is agreed upon by the City, other interested Native American groups, and/or MLD. If necessary, curation preparation will include creating acid-free labels and tags, placing artifacts in archival quality bags and boxes, and submitting a hard copy of the report on acid-free paper with and the artifacts to the selected curation facility. Permanent treatment of human remains and associated funerary items shall be determined by the MLD in coordination with the City. Reporting of Paleontological Monitoring Results At the conclusion of construction activities requiring paleontological monitoring, a paleontological monitoring report shall be prepared under the direction of the project paleontologist. The monitoring report will present the paleontological mitigation and the methods by which it was satisfied within the project site. The level of effort to complete a monitoring report is dependent on the nature of the resources recovered during construction. Should the monitoring effort be negative for the identification of paleontological resources, a negative letter report shall be prepared. The letter report shall include, at a minimum, the dates of monitoring, activities conducted, personnel, and field logs. If paleontological resources are recovered, a comprehensive technical report will be City of San Luis Obispo Cultural Arts District Parking Structure Project 28 required to describe and interpret findings and data consistent with the requirements of the SVP (2010). Curation of Paleontological Resources All paleontological resources and data recovered from the project site shall be curated together at the Santa Barbara Museum of Natural History. All collected fossil resources are the property of the City and shall be provided to the Santa Barbara Museum of Natural History along with a deed of gift. Curation would require placement of fossils into archival specimen trays with labels containing relevant curatorial information. A copy of the Project’s curation agreement with the Santa Barbara Museum of Natural History is attached as Appendix 1. References Phase 1B & Phase 2 Mitigation and Monitoring Plan 29 7 References National Park Service 1983 Archaeology and Historic Preservation: Secretary of the Interior’s Standards and Guidelines. Washington, DC. https://www.nps.gov/history/local- law/arch_stnds_0.htm, accessed April 1, 2022. City of San Luis Obispo 2018 Final Environmental Impact Report and Mitigation Monitoring and Reporting Program for the Palm Nipomo Parking Structure Project. On file with the City of San Luis Obispo City of San Luis Obispo 2009 Archaeological Resource Preservation Program Guidelines. https://www.slocity.org/home/showpublisheddocument/4140/6354976496520000 00, accessed May 27, 2022 Earth Systems Pacific 2011 Geotechnical, Geologic, and Hazardous Materials Assessment Report, Palm and Nipomo Parking Structure, Palm and Nipomo Streets, San Luis Obispo, California. April 21, 2011. Jefferson, G.T. 2010 A catalogue of late Quaternary vertebrates from California. Natural History Museum of Los Angeles County Technical Report. Volume 7, pp. 5-172. Jefferson, G.T., H.L. Fierstine, J.R. Wesling, and T.-L. Ku. 1992 Pleistocene terrestrial vertebrates from near Point San Luis, and other localities in San Luis Obispo County, California, Bulletin of the Southern California Academy of Sciences. Volume 91, pp. 26-38. Paleobiology Database 2022 The Paleobiology Database, http://paleobiodb.org/ (accessed June 2022) Society of Vertebrate Paleontology (SVP) 2010 Standard Procedures for the Assessment and Mitigation of Adverse Impacts to Paleontological Resources. Society of Vertebrate Paleontology Impact Mitigation Guidelines Revision Committee. https://vertpaleo.org/wp- content/uploads/2021/01/SVP_Impact_Mitigation_Guidelines-1.pdf. University of California Museum of Paleontology 2022 UCMP online database specimen search portal, http://ucmpdb.berkeley.edu/ (accessed June 2022) June 21st, 2022 Zachary Lerma Rincon Consultants 213-788-4842 x4001 Subject: Repository agreement for acceptance of fossils from San Luis Obispo Cultural Arts Parking Project (22-12836) from the City of San Luis Obispo Dear Zachary, This letter serves as confirmation of the conditions regarding acceptance of the fossil material from the San Luis Obispo Cultural Arts Parking Project (22-12836) into the Earth Science Collection at the Santa Barbara Museum of Natural History (SBMNH). The SBMNH actively curates and provides a safe repository for specimens using contemporary methods for preserving fossils, including maintaining microenvironments in environmentally-controlled collections ranges, maintaining a digital database that archives all contextual data associated with each specimen, and maintaining a fossil preparation laboratory to repair and conserve fossils. The SBMNH is willing to consider accepting the collection(s) if all of the following conditions are met:  All collections must be accompanied by deed-of-gift and transfer of ownership documentation giving free and clear title of the collection to SBMNH.  Material from government lands must be accompanied by a copy of the official collecting permit.  All localities must be described in detail, including a precise description of the geographic location with GPS coordinates (stating datum used), lithology, stratigraphy (including unit designation), relative/absolute ages, and depositional environment if known.  All localities must be plotted on standard USGS topographic or geologic maps and located within Santa Barbara, Ventura, or San Luis Obispo counties. In certain situations, collections derived from localities outside of those counties may be accepted on a case-by-case basis with prior approval from the Earth Science Curator.  All collections must include a specimen catalog that clearly correlates physical specimens to locality and preparation data.  All collections must include printed and digital copies of final reports, any field notes, environmental impact reports, maps, charts, photographs, and other documentation as appropriate. All records must include site number and accession number.  All specimens must be fully stabilized and prepared. Specimens must be accompanied by notes on preparation methods, including consolidants and tools used. Appendix 1  All specimens must be identified to the lowest taxonomic level possible.  Larger specimens (e.g., mammoth limb bones) must be fully supported in archival cradles (field jackets are not acceptable).  If the collection is relatively large, it must be accompanied by the same specimen cabinets, drawers, and archival-quality trays used by SBMNH. Confer with the Earth Science Curator for estimated costs. Our estimated costs for curation, cataloging, and labeling of specimens are $20/locality and $12/specimen. For invertebrates and microfauna that are from the same locality and taxon, cataloging as lots is acceptable and counted as a single specimen. The estimated costs of permanent storage, including maintenance, is $300 per cubic foot of fully prepared fossils. Sincerely, Jonathan M. Hoffman, Ph.D. Dibblee Curator of Earth Science Vertebrate Zoology Department (805) 682-4711 ext. 157 jhoffman@sbnature2.org Appendix 1 171 From:Gauna, Samuel Sent:Monday, October 17, 2022 2:01 PM To:GKnowles@watrydesign.com Cc:Nelson, Brian Subject:Lead and Asbestos Reports Attachments:Phase 1B Asbestos Report.pdf; Phase 1B Lead Report.pdf Good afternoon, The City of SLO has received the asbestos and lead reports from West Coast Safety Consultants. Please make the appropriate additions to the Phase 1B specifications package, including the need for the proper removal and contractor qualifications. Please feel free to reach out with any questions you may have. Thank you Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications 1 October 14, 2022 Samuel Gauna City of San Luis Obispo 919 Palm Street San Luis Obispo, 93401 RE: Asbestos Building Inspection – 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California INTRODUCTION This report presents the findings of West Coast Safety Consultants inspection for asbestos containing building materials at a duplex and three single family residences and associated garage located at 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California on October 5, 2022. All accessible areas were visibly inspected and samples of suspect material were obtained and analyzed. The 610 Monterey Street residence is approximately 1,000 square foot, wood structure located on a raised foundation with an associated garage approximately 300 square feet, wood structure on a concrete slab foundation. The 614 Monterey Street residence is approximately 600 square feet, wood/adobe structure on a raised foundation. The 633A Palm Street residence is approximately 600 square foot, wood structure located on a raised foundation. The 633B duplex is a two story 1,000 square foot wood structure located on a concrete slab foundation. Our survey involved sampling and analyzing suspect materials to test for the presence of asbestos. A detailed description of the work is outlined below. 1. Inspected all accessible areas of the building for Category I Non-friable, Category II Non-friable, and other Regulated Asbestos Containing Materials. Samples were collected recording: a. Sample location b. Sample description c. Friability d. Condition of the material e. Potential for disturbance 2. Submitted samples to an EPA accredited laboratory which will provide a report containing the following: a. West Coast Safety Consultants sample identification number b. Laboratory sample identification number c. Analytical technique d. Quality control procedures e. Type and percentage of asbestos in each material 4581 Wavertree Street, San Luis Obispo, CA 93401 Phone (805) 748-8832 2 3. Analyzed the sample results and generated this report which includes: a. Definitions b. Executive Summary c. Findings d. Conclusions and Recommendations e. Sample Result Summary (Appendix A) f. Sample Location Diagram (Appendix B) g. Laboratory Report (Appendix C) h. Inspectors Credentials (Appendix D) DEFINITIONS Asbestos Types of asbestos include chrysotile, amosite, crocidolite, tremolite, anthophyllite, actinolite and any of these minerals that have been chemically treated and/or altered. Asbestos Containing Material (ACM) Means any material containing more than one percent asbestos. Category I Non-friable ACM Asbestos containing packings, gaskets, resilient floor coverings, and asphalt roofing products containing more than 1 percent asbestos as determined using the method specified in Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy (PLM). Category II Non-friable ACM Any non-friable material, excluding Category I Non-friable ACM, containing more than 1% asbestos as determined using PLM. Friable ACM Any material containing more than 1% asbestos as determined using PLM that when dry can be crumbled, pulverized, or reduced to powder by hand pressure. NESHAPS The National Emission Standards for Hazardous Air Pollutants (40 CFR Part 61). Regulated Asbestos Containing Material (RACM) Any material containing more than 1% asbestos which is: a. Friable or; b. Category I Non-friable ACM that has become friable or; c. Category I Non-friable ACM that will be or has been subjected to sanding, grinding, cutting, abrading or; d. Category II ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to a powder by the forces expected to act on the material in the course of demolition. WEST COAST SAFETY CONSULTANTS 3 EXECUTIVE SUMMARY MATERIALS WHICH CONTAIN ASBESTOS: 610 Monterey Street Residence Transite Shingles located on the garage roof contain 10% chrysotile asbestos. 633A Palm Street Residence Glazing (Putty) located on the exterior windows contain a trace (<1%) chrysotile asbestos. Transite Ventilation Pipe located on the exterior wall was not sampled and therefore will be assumed to contain asbestos. 633B Palm Street Duplex Sheet Flooring (bottom layer) located in the 1st and 2nd floor kitchens contain 70% chrysotile asbestos. Transite Ventilation Pipes located in the attic were not sampled and therefore will be assumed to contain asbestos. SUSPECT MATERIALS WHICH NO ASBESTOS WAS DETECTED: 610 Monterey Street Residence Sheet Flooring and Mastic located in the kitchen was sampled and no asbestos was detected in any of the samples. Floor Tile and Mastic located in the bedroom (under carpet) was sampled and no asbestos was detected. Plaster located in the interior walls was sampled and no asbestos was detected in any of the samples. Loose Insulation located in the attic was sampled and no asbestos was detected. Glazing (putty) located on the residence and garage exterior windows was sampled and no asbestos was detected in any of the samples. Stucco and Felt located on the residence and garage exterior walls was sampled and no asbestos was detected in any of the samples. Concrete Slab located on the garage floor was sampled and no asbestos was detected. Rolled Shingle/Tar, Shingle and Felt located on the roof was sampled and no asbestos was detected in any of the samples. WEST COAST SAFETY CONSULTANTS 4 614 Monterey Street Residence Plaster/Drywall/Felt located on the interior walls/ceilings was sampled and no asbestos was detected in any of the samples. Drywall/Joint Compound located on the hall walls was sampled and no asbestos was detected in any of the samples. Drop-in Ceiling Panel located in the garage attic was sampled and no asbestos was detected. Concrete Slab located on the garage floor was sampled and no asbestos was detected. Glazing (putty) located on the exterior windows was sampled and no asbestos was detected. Stucco and Adobe located on the exterior walls was sampled and no asbestos was detected in any of the samples. Felt located on the roof (under wood shake shingles) was sampled and no asbestos was detected. 633A Palm Street Residence Sheet Flooring and Mastic located in the kitchen and bathroom was sampled and no asbestos was detected in any of the samples. Plaster located in the interior walls was sampled and no asbestos was detected in any of the samples. Loose Insulation located in the attic was sampled and no asbestos was detected. Shingle and Felt located on the roof was sampled and no asbestos was detected. Tar located around the roof penetrations was sampled and no asbestos was detected. 633B Palm Street Duplex Sheet Flooring and Mastic located in the 2nd floor bathroom was sampled and no asbestos was detected. Plaster located on the 2nd floor interior walls was sampled and no asbestos was detected in any of the samples. Drywall/Joint Compound/Texture located on the 1st floor interior walls was sampled and no asbestos was detected in any of the samples. Stucco located on the exterior walls was sampled and no asbestos was detected in any of the samples. Shingle and Felt located on the roof was sampled and no asbestos was detected in any of the samples. Concrete Slab located on the 1st floor was sampled and no asbestos was detected. WEST COAST SAFETY CONSULTANTS 5 FINDINGS West Coast Safety Consultants collected samples of each suspect asbestos containing building material (ACBM) encountered at the specific site location. The Environmental Protection Agency (EPA) sampling protocol was utilized which requires multiple samples of suspect asbestos containing materials which are applied by spraying or troweling. A total of 65 samples were submitted to SGS Forensic Laboratories, an EPA accredited laboratory for analytical testing. Laboratory results are found in appendix C of this report. The asbestos samples were analyzed for the presence of asbestos by Polarized Light Microscopy (PLM) with dispersion staining in accordance with the EPA Method 600/R-93-116, Visual Area Estimation. Of the 65 samples that were analyzed for asbestos, four (4) were found to contain asbestos. In addition, the transite ventilation pipes located at the 633A residence and 633B duplex were not sampled and therefore will be assumed to contain asbestos. The location of these materials, their description, and our recommended solution to mitigate any potential hazards emanating from contact with these materials is as follows: Sample Number: SG-18 Material Description: Transite Shingle Location of Material: 610 Monterey Street Residence Garage Roof Quantity of Material: Approximately 400 Square Feet Type and % Asbestos: 10% Chrysotile NESHAP Classification: Category II Non-Friable Asbestos Containing Material Overall Condition: The material was intact and in good condition. Disturbance Potential: Slight, because the material itself is very resilient. Recommended Response: This material should be maintained in good condition and removed prior to demolition, renovation, or any other activity which would disturb the material by an asbestos abatement contractor that is licensed by the State of California. Do not sand, saw, or abrade the material. WEST COAST SAFETY CONSULTANTS 6 Sample Number: SG-42 Sample Description: Glazing (putty) Location of Material: 633A Residence Exterior Windows Quantity of Material: Difficult to estimate, however the material is located on all the windows on this 600 square foot residence. Type and % Asbestos: Trace (<1%) Chrysotile NESHAP Classification: Not regulated by the EPA because the material contains less than 1% asbestos, however it is regulated by CAL/OSHA. Overall Condition: The material was intact and in good condition. Disturbance Potential: Slight because the material is very resilient. Recommended Response: This material should be maintained in its current condition, and removed prior to demolition, renovation, or any other activity which would disturb the material by an asbestos abatement contractor that is licensed by the State of California. Do not sand, saw, or abrade the material. Inspectors Note: The San Luis Obispo County Air Pollution Control District requires additional sample analysis to verify sample results which are less than 1% asbestos. If additional analysis is not conducted, the material should be assumed to contain greater than 1% asbestos and classified as a Category II Non-friable Asbestos Containing Material. Sample Number: SG-49, SG-55 Sample Description: Sheet Flooring Location of Material: 633B Duplex 1st and 2nd Floor Kitchens (bottom layer) Quantity of Material: Approximately 200 Square Feet Type and % Asbestos: 70% Chrysotile NESHAP Classification: Regulated Asbestos Containing Material Overall Condition: The material is intact and in good condition. Disturbance Potential: Slight, because the asbestos containing material is located in the fibrous backing of the sheet flooring which is covered by a very resilient material. Recommended Response: This material should be maintained in good condition and removed prior to demolition, renovation, or any activity which would disturb the material by an asbestos abatement contractor that is licensed by the State of California. Do not sand, cut, saw or abrade the material. WEST COAST SAFETY CONSULTANTS 7 Sample Number: None Material Description: Transite Ventilation Pipes Location of Material: 633A Residence Exterior Wall 633B Residence Attic Quantity of Material: 4-Pipes Approximately 10 Linear Feet Each Type and % Asbestos: Assumed NESHAP Classification: Category II Non-Friable Asbestos Containing Material Overall Condition: The material was intact and in good condition. Disturbance Potential: Slight, because the material itself is very resilient. Recommended Response: This material should be maintained in good condition and removed prior to demolition, renovation, or any other activity which would disturb the material by an asbestos abatement contractor that is licensed by the State of California. Do not sand, saw, or abrade the material. CONCLUSIONS AND RECOMMENDATIONS The asbestos containing materials identified in this report are intact and in good condition. Intact and undisturbed asbestos containing building materials do not pose a health risk to the building occupants. Disturbing the material improperly however, could expose the building occupants to airborne asbestos fibers. West Coast Safety Consultants recommends all the asbestos containing materials identified in this report be maintained in their current condition and removed prior to demolition, renovation or any activity which could disturb those materials by an asbestos abatement contractor licensed by the State of California. If additional suspect materials are discovered during demolition or renovation activities, the material should be assumed to contain asbestos until sampling proves otherwise. Estimated quantities of asbestos containing material identified in this report are intended as estimates only. Prior to removal of asbestos containing materials, West Coast Safety Consultants recommends the contractor make a thorough site investigation to independently ascertain the actual quantities prior to submitting a price quote. The San Luis Obispo County Air Pollution Control District is delegated authority to implement the asbestos NESHAP regulation in San Luis Obispo County. This regulation requires specific actions by the Owner or Operator of applicable projects. Before you begin your project and for further information, please visit their web site at: https://www.slocleanair.org/rules-regulations/asbestos.php or call the Engineering and Compliance Division at (805) 781-5912. These conclusions and recommendations are based on the requirements set forth in 40 CFR Part 61, National Emission Standards for Hazardous Air Pollutants (NESHAP), and Title 8, Chapter 4, Paragraph 1529, the Asbestos Standard of the California Occupational Safety and Health Administration. WEST COAST SAFETY CONSULTANTS 8 CLOSURE The findings and conclusions rendered in this report are opinions based on the scope of work authorized by the client and laboratory analysis of building material samples collected during this inspection. This report does not reflect variations which may exist between sampling points. These variations cannot be anticipated, nor could they be entirely accounted for, in spite of exhaustive additional testing. Our work has been performed in accordance with generally accepted practices in the field of asbestos consultation. No other warranty, either expressed or implied is made. Although every effort is made to identify all the asbestos containing materials in a building, it is possible for asbestos containing materials which are located under sub-floors, behind walls or otherwise hidden from view to go undetected until demolition or renovation activities uncover the material. If additional suspect materials are discovered, West Coast Safety Consultants will collect samples and provide a report for no additional cost other than the laboratory fee for sample analysis. The San Luis Obispo County Air Pollution Control District requires additional sample analysis to verify sample results which are less than 1% asbestos. If additional analysis is not conducted, the material should be assumed to contain greater than 1% asbestos. Please notify West Coast Safety Consultants with-in three weeks of receiving this report if you require additional sample analysis. An additional laboratory fee of $80 will be charged for each sample analyzed by the Point Count Method. Enclosed with this report is a sample result summary, sample location diagram, laboratory report from SGS Forensic Laboratories and a copy of my asbestos certification. I appreciate this opportunity to be of service. Should you have any questions or comments regarding this report, please contact this office at your convenience. West Coast Safety Consultants, Michael Mc Guire Certified Asbestos Consultant (#92-0534) WEST COAST SAFETY CONSULTANTS APPENDIX A ASBESTOS SAMPLE RESULT SUMMARY Sample # Material Location Asbestos Content SG-01 Sheet Flooring and Mastic 610 Kitchen (top layer) None Detected SG-02 Sheet Flooring and Mastic 610 Kitchen (2nd layer) None Detected SG-03 Sheet Flooring and Mastic 610 Kitchen (bottom layer) None Detected SG-04 Floor Tile and Mastic 610 Bedroom None Detected SG-05 Plaster 610 Dining Room Wall None Detected SG-06 Plaster 610 Living Room Wall None Detected SG-07 Plaster 610 Bedroom Wall None Detected SG-08 Loose Insulation 610 Attic None Detected SG-09 Glazing 610 Exterior Window None Detected SG-10 Glazing 610 Exterior Window None Detected SG-11 Stucco 610 Exterior Wall None Detected SG-12 Stucco 610 Exterior Wall None Detected SG-13 Stucco 610 Exterior Wall None Detected SG-14 Felt 610 Exterior Wall (behind stucco) None Detected SG-15 Concrete 610 Garage Floor None Detected SG-16 Glazing 610 Garage Exterior Window None Detected SG-17 Stucco 610 Garage Exterior Wall None Detected SG-18 Transite Shingle 610 Garage Roof 10% Chrysotile SG-19 Rolled Shingle/Tar 610 Residence Roof Patch None Detected SG-20 Shingle 610 Residence Roof (top layer) None Detected SG-21 Felt 610 Residence Roof (bottom layer) None Detected SG-22 Plaster 614 Bedroom Ceiling None Detected SG-23 Plaster 614 Kitchen Ceiling None Detected SG-24 Plaster 614 Bedroom Ceiling None Detected WEST COAST SAFETY CONSULTANTS Sample # Material Location Asbestos Content SG-25 Drywall/Felt (behind plaster) 614 Bedroom Ceiling None Detected SG-26 Drywall/Joint Compound 614 Hall Wall None Detected SG-27 Drywall/Joint Compound 614 Hall Wall None Detected SG-28 Plaster 614 Garage Wall None Detected SG-29 Drop-in Ceiling Panels 614 Garage Attic None Detected SG-30 Concrete 614 Garage Floor None Detected SG-31 Glazing 614 Exterior Window None Detected SG-32 Stucco 614 Exterior Wall None Detected SG-33 Stucco 614 Exterior Wall None Detected SG-34 Stucco 614 Exterior Wall None Detected SG-35 Felt 614 Roof (under wood shake) None Detected SG-36 Adobe 614 Exterior Wall None Detected SG-37 Sheet Flooring 633A Kitchen None Detected SG-38 Sheet Flooring and Mastic 633A Bathroom None Detected SG-39 Plaster 633A Living Room Wall None Detected SG-40 Plaster 633A Kitchen Wall None Detected SG-41 Plaster 633A Bedroom Wall None Detected SG-42 Glazing 633A Exterior Window Trace (<1%) Chrysotile SG-43 Glazing 633A Exterior Window None Detected SG-44 Shingle 633A Roof (top layer) None Detected SG-45 Felt 633A Roof (bottom layer) None Detected SG-46 Tar 633A Roof Penetration None Detected SG-47 Loose Insulation 633A Attic None Detected SG-48 Sheet Flooring and Mastic 633B 2nd Floor Kitchen (top layer) None Detected SG-49 Sheet Flooring 633B 2nd Floor Kitchen (bottom) 70% Chrysotile SG-50 Sheet Flooring and Mastic 633B 2nd Floor Bathroom (top layer)None Detected WEST COAST SAFETY CONSULTANTS Sample # Material Location Asbestos Content SG-51 Plaster 633B 2nd Floor Laundry Wall None Detected SG-52 Plaster 633B 2nd Floor Bedroom Wall None Detected SG-53 Plaster 633B 2nd Floor Bedroom Wall None Detected SG-54 Sheet Flooring and Mastic 633 B 1st Floor Kitchen (top layer) None Detected SG-55 Sheet Flooring 633B 1st Floor Kitchen (bottom) 70% Chrysotile SG-56 Drywall/Joint Compound 633B 1st Floor Wall None Detected SG-57 Drywall/Joint Compound 633B 1st Floor Wall None Detected SG-58 Drywall/Joint Compound 633B 1st Floor Wall None Detected SG-59 Texture 633B 1st Floor Wall None Detected SG-60 Stucco 633B Exterior Wall None Detected SG-61 Stucco 633B Exterior Wall None Detected SG-62 Stucco 633B Exterior Wall None Detected SG-63 Shingle 633B Roof (top layer) None Detected SG-64 Felt 633B Roof (bottom layer) None Detected SG-65 Concrete 633B 1st Floor Slab None Detected WEST COAST SAFETY CONSULTANTS APPENDIX B SAMPLE LOCATION DIAGRAM 610 Monterey Street San Luis Obispo, California BATH GARAGE WEST COAST SAFETY CONSULTANTS MONTEREY STREET SG-06 SG-01, 02, 03 SG-04 SG-05 SG-07 SG-08 SG-09 SG-10 SG-11 SG-12 SG-13, 14 SG-15 SG-16 SG-17 SG-19, 20, 21 SG-18 APPENDIX B SAMPLE LOCATION DIAGRAM 614 Monterey Street San Luis Obispo, California BATH GARAGE WEST COAST SAFETY CONSULTANTS MONTEREY STREET SG-22 SG-23 SG-24, 25 SG-26 SG-27 SG-28 SG-29 SG-30 SG-31 SG-32 SG-33 SG-34 SG-35 SG-36 APPENDIX B SAMPLE LOCATION DIAGRAM 633 A Palm Street San Luis Obispo, California BATH KITCHEN WEST COAST SAFETY CONSULTANTS PALM STREET SG-46 TRANSITE PIPE SG-42 SG-40 SG-39 SG-37 SG-38 SG-41 SG-43 SG-44, 45 SG-47 APPENDIX B SAMPLE LOCATION DIAGRAM 633 B Palm Street San Luis Obispo, California 1ST FLOOR 2ND FLOOR WEST COAST SAFETY CONSULTANTS PALM STREET TRANSITE PIPE TRANSITE PIPE TRANSITE PIPE SG-49 SG-48 SG-53 SG-52 SG-51 SG-50 SG-54 SG-55 SG-60 SG-58, 59 SG-57 SG-56 SG-61 SG-62 SG-63, 64 SG-65 Final Report (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis NVLAP Lab Code: 101459-0 5318Client ID:West Coast Safety Consultants B339587Report Number:Michael McGuire Date Received: 10/12/22Date Analyzed:4581 Wavertree 10/13/22Date Printed:San Luis Obispo, CA 93401 First Reported: 5318610/614 Monterey ST San Luis Obispo SGSFL Job ID:Job ID/Site: Date(s) Collected: 65Total Samples Submitted: Total Samples Analyzed:65 10/10/22 10/13/22 Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-01 12611620 Layer: Off-White Sheet Flooring ND Layer: Fibrous Backing ND Layer: Grey Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-02 12611621 Layer: Off-White Sheet Flooring ND Layer: Fibrous Backing ND Layer: Off-White Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-03 12611622 Layer: Yellow Sheet Flooring ND Layer: Fibrous Backing ND Layer: Yellow Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-04 12611623 Layer: Tan Tile ND Layer: Yellow Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-05 12611624 Layer: Light Grey Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) 1 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-06 12611625 Layer: Light Grey Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-07 12611626 Layer: Light Grey Plaster ND Layer: Pink Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-08 12611627 Layer: Grey Fibrous Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Fibrous Glass (99 %) SG-09 12611628 Layer: Tan Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-10 12611629 Layer: Tan Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-11 12611630 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-12 12611631 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-13 12611632 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) 2 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-14 12611633 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-15 12611634 Layer: Grey Cementitious Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-16 12611635 Layer: Tan Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-17 12611636 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-18 12611637 Layer: Grey Semi-Fibrous Material Chrysotile 10 % Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-19 12611638 Layer: Black Roof Shingle ND Layer: Black Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (5 %) Fibrous Glass (40 %) SG-20 12611639 Layer: Grey Roof Shingle ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Fibrous Glass (50 %) SG-21 12611640 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-22 12611641 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) 3 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-23 12611642 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-24 12611643 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-25 12611644 Layer: White Drywall ND Layer: Brown Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-26 12611645 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Drywall Tape ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-27 12611646 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Drywall Tape ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-28 12611647 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-29 12611648 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (35 %) Fibrous Glass (45 %) 4 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-30 12611649 Layer: Grey Cementitious Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-31 12611650 Layer: White Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-32 12611651 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-33 12611652 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-34 12611653 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-35 12611654 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-36 12611655 Layer: Brown Cementitious Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-37 12611656 Layer: Off-White Sheet Flooring ND Layer: Fibrous Backing ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-38 12611657 Layer: White Sheet Flooring ND Layer: Fibrous Backing ND Layer: White Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 5 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-39 12611658 Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-40 12611659 Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-41 12611660 Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-42 12611661 Layer: Grey Putty Chrysotile Trace Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-43 12611662 Layer: White Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-44 12611663 Layer: Grey Roof Shingle ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Fibrous Glass (50 %) SG-45 12611664 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-46 12611665 Layer: Black Tar ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-47 12611666 Layer: Tan Fibrous Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (95 %) 6 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-48 12611667 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Grey Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-49 12611668 Layer: Off-White Mastic ND Layer: Tan Sheet Flooring ND Layer: Fibrous Backing Chrysotile 70 % Layer: Yellow Mastic ND Layer: Blue Sheet Flooring ND Layer: Black Fibrous Backing ND Layer: Brown Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Synthetic (5 %) Comment: Bulk complex sample. SG-50 12611669 Layer: Beige Sheet Flooring ND Layer: Yellow Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-51 12611670 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-52 12611671 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-53 12611672 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-54 12611673 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Grey Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 7 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-55 12611674 Layer: Off-White Sheet Flooring ND Layer: Fibrous Backing ND Layer: Yellow Mastic ND Layer: Tan Sheet Flooring ND Layer: Fibrous Backing Chrysotile 70 % Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) Comment: Bulk complex sample. SG-56 12611675 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-57 12611676 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-58 12611677 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-59 12611678 Layer: White Texture ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-60 12611679 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-61 12611680 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) 8 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-62 12611681 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-63 12611682 Layer: Grey Roof Shingle ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Fibrous Glass (45 %) SG-64 12611683 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-65 12611684 Layer: Brown Cementitious Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Analyticalresults and reportsare generatedby SGS ForensicLaboratories(SGSFL) at the request of and for the exclusiveuse of the personor entity (client) named on such report. Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested. Supportinglaboratory documentationis available upon request.This reportmust not be reproducedexceptin full, unlessapprovedby SGSFL. The clientis solelyresponsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratoriesreservesthe right to disposeof all samplesafter a period of thirty (30) days, accordingto all state and federalguidelines,unlessotherwisespecified. All sampleswere received in acceptable condition unless otherwise noted. Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'. Tad Thrower, Laboratory Supervisor, Hayward Laboratory 9 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 1 October 14, 2022 Samuel Gauna City of San Luis Obispo 919 Palm Street San Luis Obispo, 93401 RE: Lead Building Inspection – 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California INTRODUCTION This report presents the findings of West Coast Safety Consultants inspection for lead containing building materials at a duplex and three single family residences and associated garage located at 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California on October 5, 2022. The inspection was conducted for CAL-OSHA and EPA compliance in conjunction with the demolition of the buildings. All accessible areas were visibly inspected and representative samples of suspect materials were obtained and analyzed. Samples were not collected from every painted surface, however samples were obtained which represent the majority of the painted surfaces at the specific site location. LEAD SAMPLE ANALYSIS The survey involved a visual inspection of the buildings and sample collection from painted surfaces and ceramic tile. The samples were analyzed by SGS Forensic Laboratories using Flame Atomic Absorption in accordance with the Environmental Protection Agency (EPA) Method (3050B/7420) to identify lead content. SGS Forensic Laboratories is a laboratory which is certified to analyze for lead. They are accredited by the American Industrial Hygiene Association, the National Institute of Standards and Technology, and the California Department of Public Health (CDPH). Please note the attached laboratory report. 4581 Wavertree Street, San Luis Obispo, CA 93401 Phone (805) 748-8832 2 LEAD FINDINGS West Coast Safety Consultants visual inspection identified that the painted surfaces were intact and in good condition, however damaged flaking and peeling paint was observed in the following locations: 1. 610 Living Room/Dining Room Window Frames 2. 610 Kitchen/Bedroom Walls 3. 610 Exterior Door, Window Frames, Fascia and Garage Door 4. 614 Bathroom Walls 5. 614 Exterior Window Frames, Garage Door and Adobe Walls 6. 633A Exterior Wood Walls, Window Frames, Fascia, Eaves and Door 7. 633B Exterior Window Frames A total of 72 samples were collected and analyzed for lead content. The results in parts per million (ppm) are as follows: Sample# Location Description Lead Content SG-101 610 Kitchen Wall Beige Paint None Detected SG-102 610 Bedroom Wall Beige Paint None Detected SG-103 610 Living Room Wall Beige Paint None Detected SG-104 610 Dining Room Window Frame Beige Paint None Detected SG-105 610 Living Room Window Frame Beige Paint 70 ppm SG-106 610 Bedroom Door Beige Paint 640 ppm SG-107 610 Bedroom Door Frame Beige Paint 220 ppm SG-108 610 Kitchen Door Frame Beige Paint 1,400 ppm SG-109 610 Exterior Window Frame White Paint 24,000 ppm* SG-110 610 Exterior Window Frame White Paint 66,000 ppm* SG-111 610 Exterior Door White Paint 60,000 ppm* SG-112 610 Exterior Door White Paint 7,600 ppm WEST COAST SAFETY CONSULTANTS 3 Sample# Location Description Lead Content SG-113 610 Exterior Door Frame White Paint 6,400 ppm SG-114 610 Exterior Wall Beige Paint 30,000 ppm SG-115 610 Exterior Wall Beige Paint 58,000 ppm SG-116 610 Exterior Fascia White Paint 69,000 ppm* SG-117 610 Exterior Fascia White Paint 47,000 ppm SG-118 610 Exterior Back Patio Framing White Paint 21,000 ppm SG-119 610 Exterior Picket Fence White Paint 100 ppm SG-120 610 Bathroom Wall Ceramic Tile None Detected SG-121 610 Bathroom Floor Ceramic Tile None Detected SG-122 614 Kitchen Wall Brown Paint 20,000 ppm SG-123 614 Bedroom Wall White Paint 3,700 ppm SG-124 614 Bathroom Wall Beige Paint 1,500 ppm SG-125 614 Hall Door Frame White Paint None Detected SG-126 614 Exterior Window Frame Green Paint 6,900 ppm* SG-127 614 Exterior Window Frame Green Paint 3,600 ppm SG-128 614 Exterior Garage Door Green Paint None Detected SG-129 614 Exterior Adobe Wall White Paint 7,600 ppm* SG-130 614 Exterior Stucco Wall White Paint 3,600 ppm SG-131 614 Exterior Wood Wall White Paint 60 ppm SG-132 610 Exterior Garage Door White Paint 47,000 ppm* SG-133 614 Kitchen Counter Ceramic Tile 5,600 ppm WEST COAST SAFETY CONSULTANTS 4 Sample# Location Description Lead Content SG-134 633A Living Room Wall White Paint None Detected SG-135 633A Bedroom Wall White Paint None Detected SG-136 633A Kitchen Wood Wall White Paint 3,200 ppm SG-137 633A Living Room Window Frame White Paint 1,400 ppm SG-138 633A Bedroom Window Frame White Paint None Detected SG-139 633A Living Room Baseboard White Paint 380 ppm SG-140 633A Bedroom Baseboard White Paint 2,900 ppm SG-141 633A Bedroom Door White Paint 12,000 ppm SG-142 633A Bedroom Door Frame White Paint 1,700 ppm SG-143 633A Kitchen Counter Ceramic Tile 2,100 ppm SG-144 633A Exterior Wall Blue Paint 2,400 ppm SG-145 633A Exterior Wall Blue Paint 310,000 ppm* SG-146 633A Exterior Window Frame Blue Paint 130,000 ppm* SG-147 633A Exterior Window Frame Blue Paint 190,000 ppm* SG-148 633A Exterior Door White Paint 220 ppm SG-149 633A Exterior Door Frame Blue Paint 120,000 ppm SG-150 633A Exterior Fascia Blue Paint 210,000 ppm* SG-151 633A Exterior Fascia Blue Paint 310,000 ppm* SG-152 633A Exterior Eave Blue Paint 320,000 ppm* SG-153 633A Exterior Eave Blue Paint 320,000 ppm* SG-154 633B 2nd Floor Living Room Wall White Paint 300 ppm WEST COAST SAFETY CONSULTANTS 5 Sample# Location Description Lead Content SG-155 633B 2nd Floor Bedroom Wall White Paint 250 ppm SG-156 633B 2nd Floor Living Room WindowWhite Paint 1,200 ppm SG-157 633B 2nd Floor Bedroom Window White Paint 1,600 ppm SG-158 633B 2nd Floor Kitchen Door White Paint 1,000 ppm SG-159 633B 2nd Floor Laundry Door Frame White Paint 55,000 ppm SG-160 633B 2nd Floor Bathroom Door FrameWhite Paint 54,000 ppm SG-161 633B Exterior Wall Grey Paint 140 ppm SG-162 633B Exterior Window Frame Grey Paint 80,000 ppm* SG-163 633B Exterior Door Frame Grey Paint 210 ppm SG-164 633B 1st Floor Kitchen Wall White Paint 70 ppm SG-165 633B 1st Floor Living Room Wall White Paint None Detected SG-166 633B 1st Floor Kitchen Window White Paint 90 ppm SG-167 633B 1st Floor Living Room Door Fr.White Paint None Detected SG-168 633B Exterior Wall Grey Paint 140 ppm SG-169 633B Exterior Window Frame Grey Paint 14,000 ppm SG-170 633B Exterior Door White Paint 1,400 ppm SG-171 633B Exterior Door Frame Grey Paint 41,000 ppm SG-172 633B 2nd Floor Bathroom Wall Ceramic Tile 1,900 ppm Lead-Based Paint * Lead Hazard As a comparison, the EPA and CDPH consider a material to be lead based paint when it exceeds .5% or 5,000 ppm. In addition, the Consumer Product Safety Commission (CPSC) set a limit of .009% or 90 ppm of lead in paint for children’s toys and CAL-OSHA regulates workers who disturb lead coated surfaces at any detectable lead level. WEST COAST SAFETY CONSULTANTS 6 SUMMARY 610 Monterey Street Residence No lead was detected in the samples collected from the following building components: 1. Painted Interior Walls 2. Ceramic Tiled Bathroom Walls, Counter and Floor Low levels of lead (less than 650 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Doors 2. Painted Interior Window Frames 3. Painted Exterior Picket Fence Moderate levels of lead (1,400 ppm) were detected in the samples collected from the following building component: 1. Painted Interior Door Frames High levels of lead (above 5,000 ppm) were detected in the samples collected from the following building components: 1. Painted Exterior Walls (Residence and Garage) 2. Painted Exterior Doors/Frames (Residence and Garage) 3. Painted Exterior Window Frames (Residence and Garage) 4. Painted Exterior Fascia/Eaves (Residence and Garage) 5. Painted Exterior Patio Framing 614 Monterey Street Residence No lead was detected in the samples collected from the following building components: 1. Painted Interior Door Frames 2. Painted Exterior Garage Door A low level of lead (less than 61 ppm) was detected in the sample collected from the following building component: 1. Painted Exterior Wood Wall WEST COAST SAFETY CONSULTANTS 7 Moderate levels of lead (1,500 ppm - 3,700 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Plaster Walls and Ceiling 2. White Painted Interior Brick Walls 3. Painted Exterior Stucco Walls High levels of lead (above 5,000 ppm) were detected in the samples collected from the following building components: 1. Brown Painted Interior Brick Kitchen Walls 2. Ceramic Tiled Kitchen Counter 3. Painted Exterior Window Frames 4. Painted Exterior Adobe Walls 633A Palm Street Residence No lead was detected in the samples collected from the following building components: 1. Painted Interior Drywall Walls A low level of lead (less than 221 ppm) was detected in the sample collected from the following building components: 1. Painted Exterior Doors Moderate levels of lead (1,700 ppm – 3,200 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Window Frames 2. Painted Interior Baseboards 3. Painted Interior Door Frames 4. Painted Interior Wood Wall 5. Ceramic Tiled Kitchen Counter High levels of lead (above 5,000 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Doors 2. Painted Exterior Walls 3. Painted Exterior Window Frames 4. Painted Exterior Door Frames 5. Painted Exterior Fascia/Eaves WEST COAST SAFETY CONSULTANTS 8 633B Palm Street Duplex Low levels of lead (less than 301 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Walls 2. Painted Exterior Walls Moderate levels of lead (1,000 ppm – 1,900 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Window Frames 2. Painted Interior Doors 3. Painted Exterior Doors 4. Ceramic Tiled Kitchen Counter and Bathroom Walls High levels of lead (above 5,000 ppm) were detected in the samples collected from the following building components: 1. Painted Interior and Exterior Door Frames 2. Painted Exterior Window Frames Many of the exterior painted surfaces at each location contained high levels of lead and were damaged. Flaking and peeling paint was observed on several painted building components. The following painted surfaces contained more than 5,000 ppm lead and were damaged: 1. 610 Monterey Street Residence Exterior Window Frames 2. 610 Monterey Street Residence Exterior Doors 3. 610 Monterey Street Residence Exterior Fascia 4. 610 Monterey Street Residence Exterior Garage Door and Trim 5. 614 Monterey Street Residence Exterior Window Frames 6. 614 Monterey Street Residence Exterior Adobe Walls 7. 633A Palm Street Residence Exterior Walls 8. 633A Palm Street Residence Exterior Window Frames 9. 633A Palm Street Residence Exterior Fascia/Eaves 10. 633B Palm Street Duplex Exterior Window Frames Damaged painted surfaces containing more than 5,000 ppm lead are considered a lead hazard by the EPA and CDPH and are required to be controlled with corrective action by a Certified Lead Abatement Contractor. WEST COAST SAFETY CONSULTANTS 9 Work which disturbs lead-based paint (more than 6 square feet inside or 20 square feet outside) in a single-family residence or child occupied facility built prior to 1978, requires a “Certified Renovator” to conduct the work in accordance with EPA’s 2008 Lead-Based Paint Renovation, Repair and Painting (RRP) Rule. West Coast Safety Consultants recommends any contractor conducting work which will disturb painted surfaces and ceramic tile receive notification of the lead content and the condition of the lead containing surfaces prior to demolition, renovation, or any activity which would disturb the material. All work should be conducted in compliance with the CAL-OSHA and EPA regulations. CLOSURE The findings and conclusions rendered in this report are based on the scope of work authorized by the client and laboratory analysis of building material samples collected during this inspection. This report does not reflect variations which may exist between sampling points. These variations cannot be anticipated, nor could they be entirely accounted for even with exhaustive testing. All work has been performed in accordance with generally accepted practices in the field of lead consultation. The conclusions and recommendations listed in this report are based on the Department of Housing and Urban Development Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing, 40 CFR Part 61, National Emission Standards for Hazardous Air Pollutants (NESHAP), and Section 1532.1 the Lead Standard of the California Occupational Safety and Health Administration. I have enclosed the required CDPH Notification of a Lead Inspection, a laboratory report from SGS Forensic Laboratories, a sample location diagram and a copy of my lead credentials. If you have any questions, please contact me at 805-748-8832. Thank you for choosing West Coast Safety Consultants. Sincerely, Michael Mc Guire CDPH Lead Certification LRC-00002166 WEST COAST SAFETY CONSULTANTS SAMPLE LOCATION DIAGRAM 610 Monterey Street San Luis Obispo, California BATH GARAGE WEST COAST SAFETY CONSULTANTS MONTEREY STREET SG-101 SG-102 SG-103 SG-104 SG-105 SG-106, 107 SG-108 SG-109 SG-110 SG-111 SG-112, 113 SG-114 SG-115 SG-116 SG-117 SG-118 SG-119 SG-120, 121 SG-132 SAMPLE LOCATION DIAGRAM 614 Monterey Street San Luis Obispo, California BATH GARAGE WEST COAST SAFETY CONSULTANTS MONTEREY STREET SG-122 SG-123 SG-124 SG-125 SG-126 SG-127 SG-128 SG-129 SG-130 SG-131 SG-133 SAMPLE LOCATION DIAGRAM 633 A Palm Street San Luis Obispo, California BATH KITCHEN WEST COAST SAFETY CONSULTANTS PALM STREET SG-134 SG-135 SG-136 SG-137 SG-138 SG-139 SG-140 SG-141, 142 SG-143 SG-144 SG-145 SG-146 SG-147 SG-148 SG-149 SG-150 SG-151 SG-152 SG-153 SAMPLE LOCATION DIAGRAM 633 B Palm Street San Luis Obispo, California 1ST FLOOR 2ND FLOOR WEST COAST SAFETY CONSULTANTS PALM STREET SG-154 SG-155 SG-156 SG-157 SG-158 SG-159 SG-160 SG-161, 162, 163 SG-164 SG-165 SG-166 SG-167 SG-168 SG-169 SG-170, 171 SG-172 Metals Analysis of Paints Client ID: Report Number: Date Received: M245898 Job ID / Site:610/614 Monterey St San Luis Obispo West Coast Safety Consultants 4581 Wavertree 5318 SGSFL Job ID: Date Analyzed: 5318 Michael McGuire San Luis Obispo, CA 93401 Date Printed:10/13/22 10/13/22 First Reported:10/13/22 10/10/22 Final Report (AIHA-LAP, LLC Accreditation, Lab ID #101762) Date(s) Collected:10/5/22 Total Samples Submitted: Total Samples Analyzed: 67 67 Sample Number Lab Number Result Result Reporting Method Analyte Units Limit*Reference EPA 3050B/7000B< 0.006PbSG-101 30913071 wt% 0.006 EPA 3050B/7000B< 0.007PbSG-102 30913072 wt% 0.007 EPA 3050B/7000B< 0.007PbSG-103 30913073 wt% 0.007 EPA 3050B/7000B< 0.006PbSG-104 30913074 wt% 0.006 EPA 3050B/7000B0.007PbSG-105 30913075 wt% 0.006 EPA 3050B/7000B0.064PbSG-106 30913076 wt% 0.006 EPA 3050B/7000B0.022PbSG-107 30913077 wt% 0.007 EPA 3050B/7000B0.14PbSG-108 30913078 wt% 0.006 EPA 3050B/7000B2.4PbSG-109 30913079 wt% 0.3 EPA 3050B/7000B6.6PbSG-110 30913080 wt% 0.3 EPA 3050B/7000B6.0PbSG-111 30913081 wt% 0.4 EPA 3050B/7000B0.76PbSG-112 30913082 wt% 0.06 EPA 3050B/7000B0.64PbSG-113 30913083 wt% 0.03 EPA 3050B/7000B3.0PbSG-114 30913084 wt% 0.3 EPA 3050B/7000B5.8PbSG-115 30913085 wt% 0.3 EPA 3050B/7000B6.9PbSG-116 30913086 wt% 0.3 EPA 3050B/7000B4.7PbSG-117 30913087 wt% 0.4 EPA 3050B/7000B2.1PbSG-118 30913088 wt% 0.2 EPA 3050B/7000B0.010PbSG-119 30913089 wt% 0.006 EPA 3050B/7000B2.0PbSG-122 30913092 wt% 0.2 EPA 3050B/7000B0.37PbSG-123 30913093 wt% 0.02 EPA 3050B/7000B0.15PbSG-124 30913094 wt% 0.006 EPA 3050B/7000B< 0.009PbSG-125 30913095 wt% 0.009 EPA 3050B/7000B0.69PbSG-126 30913096 wt% 0.06 EPA 3050B/7000B0.36PbSG-127 30913097 wt% 0.03 EPA 3050B/7000B< 0.007PbSG-128 30913098 wt% 0.007 EPA 3050B/7000B0.76PbSG-129 30913099 wt% 0.07 EPA 3050B/7000B0.36PbSG-130 30913100 wt% 0.03 EPA 3050B/7000B0.006PbSG-131 30913101 wt% 0.006 EPA 3050B/7000B4.7PbSG-132 30913102 wt% 0.3 EPA 3050B/7000B< 0.006PbSG-134 30913104 wt% 0.006 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 1 of 3 Metals Analysis of Paints Client ID: Report Number: Date Received: M245898 Job ID / Site:610/614 Monterey St San Luis Obispo West Coast Safety Consultants 4581 Wavertree 5318 SGSFL Job ID: Date Analyzed: 5318 Michael McGuire San Luis Obispo, CA 93401 Date Printed:10/13/22 10/13/22 First Reported:10/13/22 10/10/22 Final Report (AIHA-LAP, LLC Accreditation, Lab ID #101762) Date(s) Collected:10/5/22 Total Samples Submitted: Total Samples Analyzed: 67 67 Sample Number Lab Number Result Result Reporting Method Analyte Units Limit*Reference EPA 3050B/7000B< 0.006PbSG-135 30913105 wt% 0.006 EPA 3050B/7000B0.32PbSG-136 30913106 wt% 0.04 EPA 3050B/7000B0.14PbSG-137 30913107 wt% 0.006 EPA 3050B/7000B< 0.007PbSG-138 30913108 wt% 0.007 EPA 3050B/7000B0.038PbSG-139 30913109 wt% 0.006 EPA 3050B/7000B0.29PbSG-140 30913110 wt% 0.02 EPA 3050B/7000B1.2PbSG-141 30913111 wt% 0.06 EPA 3050B/7000B0.17PbSG-142 30913112 wt% 0.02 EPA 3050B/7000B0.24PbSG-144 30913114 wt% 0.02 EPA 3050B/7000B31PbSG-145 30913115 wt% 2 EPA 3050B/7000B13PbSG-146 30913116 wt% 2 EPA 3050B/7000B19PbSG-147 30913117 wt% 2 EPA 3050B/7000B0.022PbSG-148 30913118 wt% 0.007 EPA 3050B/7000B12PbSG-149 30913119 wt% 2 EPA 3050B/7000B21PbSG-150 30913120 wt% 2 EPA 3050B/7000B31PbSG-151 30913121 wt% 2 EPA 3050B/7000B32PbSG-152 30913122 wt% 3 EPA 3050B/7000B32PbSG-153 30913123 wt% 3 EPA 3050B/7000B0.030PbSG-154 30913124 wt% 0.007 EPA 3050B/7000B0.025PbSG-155 30913125 wt% 0.006 EPA 3050B/7000B0.12PbSG-156 30913126 wt% 0.007 EPA 3050B/7000B0.16PbSG-157 30913127 wt% 0.007 EPA 3050B/7000B0.10PbSG-158 30913128 wt% 0.007 EPA 3050B/7000B5.5PbSG-159 30913129 wt% 0.4 EPA 3050B/7000B5.4PbSG-160 30913130 wt% 0.3 EPA 3050B/7000B0.014PbSG-161 30913131 wt% 0.006 EPA 3050B/7000B8.0PbSG-162 30913132 wt% 0.7 EPA 3050B/7000B0.021PbSG-163 30913133 wt% 0.006 EPA 3050B/7000B0.007PbSG-164 30913134 wt% 0.006 EPA 3050B/7000B< 0.006PbSG-165 30913135 wt% 0.006 EPA 3050B/7000B0.009PbSG-166 30913136 wt% 0.007 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 2 of 3 Metals Analysis of Paints Client ID: Report Number: Date Received: M245898 Job ID / Site:610/614 Monterey St San Luis Obispo West Coast Safety Consultants 4581 Wavertree 5318 SGSFL Job ID: Date Analyzed: 5318 Michael McGuire San Luis Obispo, CA 93401 Date Printed:10/13/22 10/13/22 First Reported:10/13/22 10/10/22 Final Report (AIHA-LAP, LLC Accreditation, Lab ID #101762) Date(s) Collected:10/5/22 Total Samples Submitted: Total Samples Analyzed: 67 67 Sample Number Lab Number Result Result Reporting Method Analyte Units Limit*Reference EPA 3050B/7000B< 0.006PbSG-167 30913137 wt% 0.006 EPA 3050B/7000B0.014PbSG-168 30913138 wt% 0.006 EPA 3050B/7000B1.4PbSG-169 30913139 wt% 0.2 EPA 3050B/7000B0.14PbSG-170 30913140 wt% 0.006 EPA 3050B/7000B4.1PbSG-171 30913141 wt% 0.4 Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS Forensic Laboratories. The client is solely responsible for the use and interpretation of test results and reports requested from SGS Forensic Laboratories.SGS Forensic Laboratories is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted. Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. Kevin Poon, Laboratory Analyst, Hayward Laboratory 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 3 of 3 Metals Analysis of Bulks - TTLC Client ID: Report Number: Date Received: M245899 Job ID / Site:610/614 Monterey St San Luis Obispo West Coast Safety Consultants 4581 Wavertree 5318 SGSFL Job ID: Date Analyzed: 5318 Michael McGuire San Luis Obispo, CA 93401 Date Printed:10/13/22 10/13/22 First Reported:10/13/22 10/10/22 Final Report (AIHA-LAP, LLC Accreditation, Lab ID #101762) Date(s) Collected:10/5/22 Total Samples Submitted: Total Samples Analyzed: 5 5 Sample Number Lab Number Result Result Reporting Method Analyte Units Limit*Reference EPA 3050B/7000B< 7PbSG-120 30913090 mg/kg 7 EPA 3050B/7000B< 7PbSG-121 30913091 mg/kg 7 EPA 3050B/7000B5600PbSG-133 30913103 mg/kg 400 EPA 3050B/7000B2100PbSG-143 30913113 mg/kg 200 EPA 3050B/7000B1900PbSG-172 30913142 mg/kg 200 Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS Forensic Laboratories. The client is solely responsible for the use and interpretation of test results and reports requested from SGS Forensic Laboratories.SGS Forensic Laboratories is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted. Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. Kevin Poon, Laboratory Analyst, Hayward Laboratory 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 1 of 1 172 From:Nelson, Brian Sent:Monday, October 17, 2022 12:39 PM To:Chris Bersbach; Dustin Merrick Cc:Gauna, Samuel Subject:CAD Parking Structure: Site Shoring Wall Tie Backs Attachments:PalmNipomoParkingStructure EIR.pdf; PALM NIPOMO PS PERMANENT RETAINING WALL FEASIBILITY_SOHA_220908 Marked Up.pdf Importance:High Chris / Dustin, Watry Design has provided late breaking recommendations to the City for construction of the shoring wall along the east property. I have attached the feasibility study for reference, which states that temporary tie-backs are recommended and should be pursued “at all costs” for installation of the site shoring wall when compared to other alternatives. Unfortunately, this information was received so late that it has created risk of delay of project construction related to easement rights of the adjacent properties as well as a change to the identified environmental impacts in the EIR. Since receiving this report, we have moved shoring and grading into the Phase 2 construction contract to buy some time. Phase 1B will be solely site demolition work. In discussing with City planning staff, this change would most likely require a supplement to the EIR. Based on our established schedule, we would need to have required approvals in place with the award of the Phase 2 construction contract, scheduled for the 6/21/23 Council meeting. Do you have time to discuss tomorrow morning between 8-9AM, or 10-12PM? Thanks, Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications 594 Howard Street, Suite 400, San Francisco, CA 94105 T 415 989 9900 F 415 989 9909 www.soha.com September 8, 2022 Watry Design, Inc. 2099 Gateway Place, Suite 550 San Jose, California 95110 Attn: Gordon Knowles Re: Feasibility Assessment of the proposed Permanent Retaining Wall along the east property line for the Palm & Nipomo Parking Structure, San Luis Obispo Dear Mr. Knowles: We have concluded our initial study to determine the feasibility of the proposed property line retaining wall at the east side of the site. Our feasibility study utilized the proposed construction documents provided to SOHA including the following: · Soil Report prepared by Earth Systems Pacific dated 01/07/2020 · Addendum #1 Soils Memo by Earth System Pacific dated 07/10/2020 · Addendum #2 Soils Memo by Earth System Pacific dated 07/16/2020 · Phase 1b Site Preparation Plans by RRM Design Group dated 07/01/2022 · 95% Construction Documents, Architectural & Structural drawings by Watry & Landscape drawings by RRM, dated 06/06/2022 In addition to the above documents, we clarified the design criteria with the geotechnical engineer in emails and meetings which you attended. These included issues such as seismic loading of the retaining walls, surcharge loads from adjacent existing structures, minimum surcharges above the line of influence, active and at-rest pressure conditions, and confirming the bedrock passive resistance values. Due to the limited space between the property line and the foundations of the Parking Structure (PS) only soldier pile retaining walls with a permanent shotcrete facing have been considered. The primary goal of this study is to determine if the retaining wall can be constructed without encroaching on the neighboring properties, either for any needed temporary lateral support (such as tiebacks) or any needed load-reducing underpinning, or in the permanent condition with the PS structure in place. Vertical elements, such as steel soldier piles or reinforced concrete piers, will only be installed within the project property, and will function as part of any needed temporary shoring, and as the permanent wall. Using the foundation plan in the structural drawings, we determined the bottom of excavation (BOE) elevations along the wall to determine the retained heights. The BOE is considered 1 foot below the bottom of the structural strip footing supporting the PS to accommodate the proposed ground improvement system for the building. This BOE depth varies along gridline D of the building and is most often just above the design ground water elevation (DGWE) of 183.83’. The Level 1 finish floor elevation of the PS is noted as 189.83’, with the BOE approximately 6’-0” below Level 1 floor slab. Palm & Nipomo Parking Structure Page 2 Permanent Shoring Wall Feasibility 09/07/2022 594 Howard Street, Suite 400, San Francisco, CA 94105 T 415 989 9900 www.soha.com Although we are not tasked with evaluating or developing criteria for the temporary shoring need for the project at other locations, it is necessary to consider the temporary case to evaluate the permanent wall options. We identified five main design cases along the wall that the design-build contractor will need to consider, and they are as follows: Case 1: North Parking Structure , Wall North of the existing apartment building just east of the property line This condition varies in retained height in the temporary condition from approximately 7’-9” to 12’-3”. Loading for the temporary and permanent wall is a 45 psf/ft active pressure and a 100 psf traffic surcharge on the wall for the full retained height. The temporary and permanent wall are considered drained eliminating hydrostatic pressure. Case 2: Middle Parking Structure, Wall at the existing apartment building and 2- story guest house just east of the property line This condition varies in retained height in the temporary condition from approximately 14’- 11” to 17’-8”. Loading for the temporary and permanent wall is a 60 psf/ft at-rest pressure and a 800 psf lateral building surcharge on the wall for the full retained height. For the permanent condition, an additional 50 psf of lateral surcharge is imposed on the upper portion of the wall above the line of influence of the building’s surcharge on the wall. The temporary and permanent wall are considered drained eliminating hydrostatic pressure. Case 3: South Parking Structure, Wall South of the existing 2-story guest house just east of the property line This condition varies in retained height in the temporary condition from approximately 19’- 3” to 20’-3”. Loading for the temporary and permanent wall is a 45 psf/ft active pressure and a 100 psf traffic surcharge on the wall for the full retained height. The temporary and permanent wall are considered drained eliminating hydrostatic pressure. Case 4: Wall South of the Parking Structure This condition varies in retained height in the temporary condition from approximately 4’-8” to 5’-6”. Loading for the temporary and permanent wall is a 45 psf/ft active pressure and a 100 psf traffic surcharge on the wall for the full retained height. The temporary and permanent wall are considered drained eliminating hydrostatic pressure. Case 5: Wall South of the Parking Structure at below grade retention tanks This condition varies in retained height in the temporary condition from approximately 14’- 0” to 14’-3” due to the need to install two large below grade tanks. Although the excavation will be backfilled after the tanks are placed in the permanent condition, the wall design cannot load the tanks and must utilize the original retained height of the temporary condition to engage passive resistance. Loading for the temporary and permanent wall is a 45 psf/ft active pressure and a 100 psf traffic surcharge on the wall for the full retained height. The temporary and permanent wall are considered drained eliminating hydrostatic pressure. Palm & Nipomo Parking Structure Page 3 Permanent Shoring Wall Feasibility 09/07/2022 594 Howard Street, Suite 400, San Francisco, CA 94105 T 415 989 9900 www.soha.com See Appendix Figure 1 for an concept elevation view showing Cases 1-5 along the wall & Figures 2.1-2.5 for section views of each case. FINDINGS For Case 1 – North Parking Structure, we determined that that a permanent cantilevered soldier pile wall that functions as both as temporary shoring and permanent retaining wall is feasible at this location. The wall would utilize wood lagging between soldier piles for the temporary condition. For Case 2 – Middle Parking Structure at Adjacent Buildings, we determined that typical temporary and permanent retaining walls are feasible at the retained heights and loading conditions provided that in the permanent condition, the retaining wall system may react against the parking structures’ foundations. By reacting laterally on the foundations, the retained height is effectively reduced by 5 feet in the permanent condition where the tall retained soil height and significant building surcharge loading place extreme demand forces on a cantilevered system. We consulted with your structural engineer, Jessica McInerny SE, and proposed adding grade beams within the parking structure to engage more column footings to resist the lateral forces from the wall. We provided a lateral loading diagram for the foundation (See Figure 3) for consideration and Ms. McInerny indicated the parking structure can accommodate the additional lateral forces from the wall. The change in the parking structure’s foundation to resist the wall forces avoids the need for very massive and deep vertical elements in the retaining wall, and underpinning of the adjacent buildings on the neighbors’ properties, and is significantly more cost-effective solution. The temporary wall is likely to be a soldier pile retaining wall of some variation that will require temporary tiebacks, soil nails or other type of anchor into the neighboring property. The project would need to obtain the permission of the apartment’s owner to the north-east and the private residence’s owner to the east-south-east in order to use these type of anchors. If this request is denied, then the wall would utilize internal bracing, such as raker bracing. The wall would utilize wood lagging between soldier piles for the temporary condition For Case 3 – South Parking Structure, we determined that typical temporary and permanent retaining wall options are feasible at the retained heights and loading conditions provided that in the permanent condition, the retaining wall system may react against the parking structures’ foundations. Although there are no building surcharges for this case, the retained height of the soils is very tall, exceeding 20 feet for the temporary case. The temporary wall is likely to be a soldier pile retaining wall of some variation that will require temporary tiebacks, soil nails or other type of anchor into the neighboring property. The project would need to obtain the permission of the adjacent property owner to use these type of anchors. If this request is denied, then the wall would utilize internal bracing, such as raker bracing. The wall would utilize wood lagging between soldier piles for the temporary condition. For Case 4 – South of the Parking Structure, we determined that that a permanent cantilevered soldier pile wall that functions as both as temporary shoring and permanent Palm & Nipomo Parking Structure Page 4 Permanent Shoring Wall Feasibility 09/07/2022 594 Howard Street, Suite 400, San Francisco, CA 94105 T 415 989 9900 www.soha.com retaining wall is feasible at this location. The wall would utilize wood lagging between soldier piles for the temporary condition. For Case 5 – South of the Parking Structure at retention tanks, we determined that typical temporary and permanent retaining wall options are feasible at the retained heights and loading conditions. Although there are no building surcharges for this case, the retained height of the soils is very tall, exceeding 14’-3” for the temporary case to install the tanks. The temporary wall is likely to be a soldier pile retaining wall of some variation that may require temporary tiebacks, soil nails or other type of anchor into the neighboring property to help control deflections at the top of the wall until the shotcrete can be installed as the final facing. If so, similar to case 2, the project would need to obtain the permission from the owners of the two properties to the east. If this request is denied, then the wall would utilize internal bracing, such as raker bracing. Raker bracing could mean the tanks would need to shift to the west to avoid the braces and their foundation. The wall would utilize wood lagging between soldier piles for the temporary condition. Although the final retained height of the wall in the permanent condition appears to be approximately 5’-3” tall, we must ignore any passive pressure resistance above the base of the excavation so as not to damage the retention tanks. This will result in closely spaced soldier piles with approximately 20-25 feet of “toe” embedment below the excavation. For all 5 cases, we envision the wood lagging would have vertical drainage fabric strips installed at regular intervals and then a shotcrete permanent facing installed. Regularly spaced weep holes would be installed above the finished grade on the parking structure side of the property line to relieve hydrostatic buildup in the permanent condition. Tiebacks would be left in place and potentially de-tensioned if required. Although not required, we recommend for Case 1 that the permanent wall react against the Parking Structure’s foundation similar to Cases 2 & 3. This will make it easier to have a consistent permanent wall thickness. The Parking structure’s footings along gridline D would be widened eastward to come into contact with the shotcrete facing of the permanent shoring wall. In our conversations, we understand that your preferred construction sequence is as follows: 1. construct the temporary shoring wall, top down, installing any tiebacks and lagging as the excavation progresses downward 2. Once BOE is achieved, convert the shoring wall to permanent wall by installing the drainage fabric over the wood lagging and shotcrete 3. Perform the ground improvement work under the parking structure building pad 4. Install the parking structure foundations and retention tanks 5. Construct the building superstructure The challenge is step 2 cannot fully occur unless the Parking Structure’s foundation and superstructure are completed so the permanent wall may react against the foundation for Cases 1-3. The mass of the Parking Structure building and its friction with the ground is what resists the lateral forces from the wall when the shoring wall reacts against the foundation. This means that tiebacks will remain in service until the Parking Structure is completed. Temporary tiebacks extending into the street right-of-way or private property Palm & Nipomo Parking Structure Page 5 Permanent Shoring Wall Feasibility 09/07/2022 594 Howard Street, Suite 400, San Francisco, CA 94105 T 415 989 9900 www.soha.com are typically not detensioned. They may be safely removed or cut by the property owner or by subsequent street excavation, once the permanent building structure is in place. If the adjacent property owner requires that the tiebacks be detensioned, a blockout in the shotcrete facing is typically used to provide access to the anchorage, and to allow for removal of any portion of the anchorage that might extend beyond the face of the shotcrete. A second finish layer of shotcrete can then be used to achieve a uniform surface. CONCLUSIONS By utilizing the Parking Structure’s foundation to react against laterally, the permanent cantilevered shoring retaining wall proposed is feasible at Cases 1-3. At Cases 4 & 5, where there is no foundation to react against, a cantilevered permanent wall system is also feasible. Provided tiebacks can remain in place or be de-tensioned near the end of the project, the construction sequence proposed is feasible. Tieback permissions should be obtained from the neighbors which could extend more than 50 feet into their properties, approximately 5 feet to 20 feet below grade. Internal raker braces are an option, but given the construction sequence, they should be avoided at all costs due to their difficulty to install during excavation and likely interference with the parking structure’s construction. Due to the wide rage of loading conditions, the wall thicknesses and toe depths into the soil will vary. At Cases 2 and 3 drilling into bedrock to install soldier piles is likely. The Architect will need to consider what aesthetic requirements for the permanent wall they wish to impose in the design criteria documents which may include: 1. Requirements for wall finish/appearance 2. Face of wall distance from gridline D, which could vary significantly based on wall thicknesses 3. Minimum distance from gridline D which must be maintained for the ventilation requirements of the PS and to avoid clashing with the Parking Structure foundation 4. Are exposed tieback heads acceptable or will a second layer of shotcrete be required to conceal them. The area between gridline D and the wall will need to accommodate weep drainage of the walls to an approved discharge system. The soils engineer will need to develop design criteria for temporary tiebacks or soil nails in the adjacent properties See Appendix A to follow for diagrams and sketches. If you have any questions, please do not hesitate to contact me. Very truly yours SOHA Engineers, Gerard Madden, SE, PE Principal | Structural Engineer 594 Howard Street, Suite 400, San Francisco, CA 94105 T 415 989 9900 F 415 989 9909 www.soha.com APPENDIX A DIAGRAMS & SKETCHES FIGURE 1: WALL ELEVATION CASES FIGURES 2.1-2.5: SECTIONS VIEW OF CASES FIGURE 3: WALL REACTIONS TO BUILDING FOUNDATIONS FIGURE 1 FIGURE 2.1 FIGURE 2.2 FIGURE 2.3 FIGURE 2.4 FIGURE 2.5 DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2. FOR LEGEND AND GENERAL SYMBOLS, SEE SHEETS & 3. FOR FOUNDATION NOTES, SEE SHEET 4. DUE TO SITE GRADING, ELEMENTS AT STAIR #1 ARE AT GRADE AT LEVEL 02. THEREFORE, FOR THE BALANCE OF FOUNDATION ELEMENTS AT STAIR #1, REFER TO SHEET AND DETAIL NOTES: (S1.1) (S1.1) (S1.4) (S2.2)/(5 S8.1) REVISIONS DATENO. DATE: DESIGN BY: DRAWN BY: CHECKED BY: SCALE SHEET NO: watrydesign.com San Jose, California Irvine, California CITY SPECIFICATION NO. APPROVED BY:PROJECT TITLE:SHEET TITLE:JOB NO.: N O T F O R C O N S T R U C T I O N As indicated 6/16/2022 5:23:23 PMS2.0CITY OF SAN LUIS OBISPOFIGUEROA 06/06/2022SAN LUIS OBISPO, CALEVEL 01 FOUNDATION PLANMAULINO 95% CONSTRUCTION DOCUMENTS MCINERNEY 09-079CULTURAL ARTS DISTRICT PS3/32" = 1'-0" LEVEL 01 FOUNDATION PLAN SCALE: 3/32" = 1'-0" 0'21'-4"42'-8"10'-8"N 408 KIPS 11'-2 1/4" 12'-1/4" 0.5 KLF 2.3 KLF 14.7 KLF 15.5 KLF 25.3 KLF 29.3 KLF 12.6 KLF 12.6 KLF 0.5 KLF SEISMIC 0.4 KLF SEISMIC LATERAL BASE REACTIONS FROM PERMANENT SHORING WALL REACTING AGAINST FOUNDATION AT L1 FF SLAB (EL+189.83) ALL FORCES ARE IN ASD 2 STORY APARTMENT 2 GUEST HOUSE 17'-5 3/4"24'-2 1/2"40'-6"8'-3 1/4"26'-4 1/2"96'-5 1/4"1105 KIPS 306 KIPS 45.5 KIPS 135 KIPS 13.2 KIPS 16.2 KIPS TOTAL STATIC REACTION TO BUILDING = 306 +1105+45.5+408+135 = 2,000 KIPS (ASD) ADD GRID OF GRADE BEAMS TO ENGAGE MORE RESISTANCE ADDITIONAL SEISMIC REACTION TO BUILDING = 13.2 + 16.2 = 29.4 KIPS (ASD) FIGURE 3 173 From:Nelson, Brian Sent:Monday, October 17, 2022 9:31 AM To:Gauna, Samuel Subject:RE: Asbestos/Lead Reports Thanks for coordinating this. Go ahead and drop the files into the project folder in the 400 directory. If you have no edits or revisions to the report, go ahead and send to Gordon for inclusion in the Phase 1B specifications package. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Gauna, Samuel <sgauna@slocity.org> Sent: Monday, October 17, 2022 9:06 AM To: Nelson, Brian <BNelson@slocity.org> Subject: FW: Asbestos/Lead Reports Brian, Received the Lead and Asbestos Reports. Looks as though we will need to ensure the contractor is certified for asbestos and lead abatement. Once I have a moment to go over invoice processing with Wyatt I’ll handle this invoice. Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications From: Mike McGuire <slosafetyman@yahoo.com> Sent: Friday, October 14, 2022 2:54 PM To: Gauna, Samuel <sgauna@slocity.org> Subject: Asbestos/Lead Reports This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hey Samuel, Attached are the lead/asbestos reports and invoice for 610-614 Monterey Street and 633 Palm Street. 174 Please send the invoice to the appropriate personnel for the City of SLO. Not much asbestos, but quite a bit of lead. The damaged painted surfaces containing more than 5,000 ppm lead must be controlled by a certified lead abatement contractor. My recommendation is to have a certified asbestos and lead abatement contractor perform the demolition. Please contact me if you have any questions. Mike 175 From:Gauna, Samuel Sent:Monday, October 17, 2022 9:06 AM To:Nelson, Brian Subject:FW: Asbestos/Lead Reports Attachments:Gauna Asbestos Report.pdf; Gauna Lead Report.pdf; City of SLO Invoice.pdf Brian, Received the Lead and Asbestos Reports. Looks as though we will need to ensure the contractor is certified for asbestos and lead abatement. Once I have a moment to go over invoice processing with Wyatt I’ll handle this invoice. Samuel Gauna Project Manager II Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E sgauna@slocity.org T 805.781.7094 slocity.org Stay connected with the City by signing up for e-notifications From: Mike McGuire <slosafetyman@yahoo.com> Sent: Friday, October 14, 2022 2:54 PM To: Gauna, Samuel <sgauna@slocity.org> Subject: Asbestos/Lead Reports This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hey Samuel, Attached are the lead/asbestos reports and invoice for 610-614 Monterey Street and 633 Palm Street. Please send the invoice to the appropriate personnel for the City of SLO. Not much asbestos, but quite a bit of lead. The damaged painted surfaces containing more than 5,000 ppm lead must be controlled by a certified lead abatement contractor. My recommendation is to have a certified asbestos and lead abatement contractor perform the demolition. Please contact me if you have any questions. 176 Mike INVOICE #2022097 October 14, 2022 City of San Luis Obispo 990 Palm Street San Luis Obispo, 93401 RE: Asbestos/Lead Building Inspection – 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California PURCHASE ORDER: 614226 INVOICE At Samuel Gauna’s request, West Coast Safety Consultants conducted an inspection for asbestos/lead containing building materials at a duplex and three single family residences and associated garage located at 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California on October 5, 2022. Inspection and Reports……………………...………………….$2,600 Asbestos Sample Analysis (65 samples @ $25/sample)….........$1,625 Lead Sample Analysis (72 samples @ $30/sample)....................$2,160 TOTAL INVOICE.................................................................................$6,385 Payment is due upon receipt of this invoice. Please make check payable to West Coast Safety Consultants, 4581 Wavertree Street, San Luis Obispo, California 93401. 4581 Wavertree Street, San Luis Obispo, CA 93401 Phone (805) 748-8832 1 October 14, 2022 Samuel Gauna City of San Luis Obispo 919 Palm Street San Luis Obispo, 93401 RE: Asbestos Building Inspection – 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California INTRODUCTION This report presents the findings of West Coast Safety Consultants inspection for asbestos containing building materials at a duplex and three single family residences and associated garage located at 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California on October 5, 2022. All accessible areas were visibly inspected and samples of suspect material were obtained and analyzed. The 610 Monterey Street residence is approximately 1,000 square foot, wood structure located on a raised foundation with an associated garage approximately 300 square feet, wood structure on a concrete slab foundation. The 614 Monterey Street residence is approximately 600 square feet, wood/adobe structure on a raised foundation. The 633A Palm Street residence is approximately 600 square foot, wood structure located on a raised foundation. The 633B duplex is a two story 1,000 square foot wood structure located on a concrete slab foundation. Our survey involved sampling and analyzing suspect materials to test for the presence of asbestos. A detailed description of the work is outlined below. 1. Inspected all accessible areas of the building for Category I Non-friable, Category II Non-friable, and other Regulated Asbestos Containing Materials. Samples were collected recording: a. Sample location b. Sample description c. Friability d. Condition of the material e. Potential for disturbance 2. Submitted samples to an EPA accredited laboratory which will provide a report containing the following: a. West Coast Safety Consultants sample identification number b. Laboratory sample identification number c. Analytical technique d. Quality control procedures e. Type and percentage of asbestos in each material 4581 Wavertree Street, San Luis Obispo, CA 93401 Phone (805) 748-8832 2 3. Analyzed the sample results and generated this report which includes: a. Definitions b. Executive Summary c. Findings d. Conclusions and Recommendations e. Sample Result Summary (Appendix A) f. Sample Location Diagram (Appendix B) g. Laboratory Report (Appendix C) h. Inspectors Credentials (Appendix D) DEFINITIONS Asbestos Types of asbestos include chrysotile, amosite, crocidolite, tremolite, anthophyllite, actinolite and any of these minerals that have been chemically treated and/or altered. Asbestos Containing Material (ACM) Means any material containing more than one percent asbestos. Category I Non-friable ACM Asbestos containing packings, gaskets, resilient floor coverings, and asphalt roofing products containing more than 1 percent asbestos as determined using the method specified in Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy (PLM). Category II Non-friable ACM Any non-friable material, excluding Category I Non-friable ACM, containing more than 1% asbestos as determined using PLM. Friable ACM Any material containing more than 1% asbestos as determined using PLM that when dry can be crumbled, pulverized, or reduced to powder by hand pressure. NESHAPS The National Emission Standards for Hazardous Air Pollutants (40 CFR Part 61). Regulated Asbestos Containing Material (RACM) Any material containing more than 1% asbestos which is: a. Friable or; b. Category I Non-friable ACM that has become friable or; c. Category I Non-friable ACM that will be or has been subjected to sanding, grinding, cutting, abrading or; d. Category II ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to a powder by the forces expected to act on the material in the course of demolition. WEST COAST SAFETY CONSULTANTS 3 EXECUTIVE SUMMARY MATERIALS WHICH CONTAIN ASBESTOS: 610 Monterey Street Residence Transite Shingles located on the garage roof contain 10% chrysotile asbestos. 633A Palm Street Residence Glazing (Putty) located on the exterior windows contain a trace (<1%) chrysotile asbestos. Transite Ventilation Pipe located on the exterior wall was not sampled and therefore will be assumed to contain asbestos. 633B Palm Street Duplex Sheet Flooring (bottom layer) located in the 1st and 2nd floor kitchens contain 70% chrysotile asbestos. Transite Ventilation Pipes located in the attic were not sampled and therefore will be assumed to contain asbestos. SUSPECT MATERIALS WHICH NO ASBESTOS WAS DETECTED: 610 Monterey Street Residence Sheet Flooring and Mastic located in the kitchen was sampled and no asbestos was detected in any of the samples. Floor Tile and Mastic located in the bedroom (under carpet) was sampled and no asbestos was detected. Plaster located in the interior walls was sampled and no asbestos was detected in any of the samples. Loose Insulation located in the attic was sampled and no asbestos was detected. Glazing (putty) located on the residence and garage exterior windows was sampled and no asbestos was detected in any of the samples. Stucco and Felt located on the residence and garage exterior walls was sampled and no asbestos was detected in any of the samples. Concrete Slab located on the garage floor was sampled and no asbestos was detected. Rolled Shingle/Tar, Shingle and Felt located on the roof was sampled and no asbestos was detected in any of the samples. WEST COAST SAFETY CONSULTANTS 4 614 Monterey Street Residence Plaster/Drywall/Felt located on the interior walls/ceilings was sampled and no asbestos was detected in any of the samples. Drywall/Joint Compound located on the hall walls was sampled and no asbestos was detected in any of the samples. Drop-in Ceiling Panel located in the garage attic was sampled and no asbestos was detected. Concrete Slab located on the garage floor was sampled and no asbestos was detected. Glazing (putty) located on the exterior windows was sampled and no asbestos was detected. Stucco and Adobe located on the exterior walls was sampled and no asbestos was detected in any of the samples. Felt located on the roof (under wood shake shingles) was sampled and no asbestos was detected. 633A Palm Street Residence Sheet Flooring and Mastic located in the kitchen and bathroom was sampled and no asbestos was detected in any of the samples. Plaster located in the interior walls was sampled and no asbestos was detected in any of the samples. Loose Insulation located in the attic was sampled and no asbestos was detected. Shingle and Felt located on the roof was sampled and no asbestos was detected. Tar located around the roof penetrations was sampled and no asbestos was detected. 633B Palm Street Duplex Sheet Flooring and Mastic located in the 2nd floor bathroom was sampled and no asbestos was detected. Plaster located on the 2nd floor interior walls was sampled and no asbestos was detected in any of the samples. Drywall/Joint Compound/Texture located on the 1st floor interior walls was sampled and no asbestos was detected in any of the samples. Stucco located on the exterior walls was sampled and no asbestos was detected in any of the samples. Shingle and Felt located on the roof was sampled and no asbestos was detected in any of the samples. Concrete Slab located on the 1st floor was sampled and no asbestos was detected. WEST COAST SAFETY CONSULTANTS 5 FINDINGS West Coast Safety Consultants collected samples of each suspect asbestos containing building material (ACBM) encountered at the specific site location. The Environmental Protection Agency (EPA) sampling protocol was utilized which requires multiple samples of suspect asbestos containing materials which are applied by spraying or troweling. A total of 65 samples were submitted to SGS Forensic Laboratories, an EPA accredited laboratory for analytical testing. Laboratory results are found in appendix C of this report. The asbestos samples were analyzed for the presence of asbestos by Polarized Light Microscopy (PLM) with dispersion staining in accordance with the EPA Method 600/R-93-116, Visual Area Estimation. Of the 65 samples that were analyzed for asbestos, four (4) were found to contain asbestos. In addition, the transite ventilation pipes located at the 633A residence and 633B duplex were not sampled and therefore will be assumed to contain asbestos. The location of these materials, their description, and our recommended solution to mitigate any potential hazards emanating from contact with these materials is as follows: Sample Number: SG-18 Material Description: Transite Shingle Location of Material: 610 Monterey Street Residence Garage Roof Quantity of Material: Approximately 400 Square Feet Type and % Asbestos: 10% Chrysotile NESHAP Classification: Category II Non-Friable Asbestos Containing Material Overall Condition: The material was intact and in good condition. Disturbance Potential: Slight, because the material itself is very resilient. Recommended Response: This material should be maintained in good condition and removed prior to demolition, renovation, or any other activity which would disturb the material by an asbestos abatement contractor that is licensed by the State of California. Do not sand, saw, or abrade the material. WEST COAST SAFETY CONSULTANTS 6 Sample Number: SG-42 Sample Description: Glazing (putty) Location of Material: 633A Residence Exterior Windows Quantity of Material: Difficult to estimate, however the material is located on all the windows on this 600 square foot residence. Type and % Asbestos: Trace (<1%) Chrysotile NESHAP Classification: Not regulated by the EPA because the material contains less than 1% asbestos, however it is regulated by CAL/OSHA. Overall Condition: The material was intact and in good condition. Disturbance Potential: Slight because the material is very resilient. Recommended Response: This material should be maintained in its current condition, and removed prior to demolition, renovation, or any other activity which would disturb the material by an asbestos abatement contractor that is licensed by the State of California. Do not sand, saw, or abrade the material. Inspectors Note: The San Luis Obispo County Air Pollution Control District requires additional sample analysis to verify sample results which are less than 1% asbestos. If additional analysis is not conducted, the material should be assumed to contain greater than 1% asbestos and classified as a Category II Non-friable Asbestos Containing Material. Sample Number: SG-49, SG-55 Sample Description: Sheet Flooring Location of Material: 633B Duplex 1st and 2nd Floor Kitchens (bottom layer) Quantity of Material: Approximately 200 Square Feet Type and % Asbestos: 70% Chrysotile NESHAP Classification: Regulated Asbestos Containing Material Overall Condition: The material is intact and in good condition. Disturbance Potential: Slight, because the asbestos containing material is located in the fibrous backing of the sheet flooring which is covered by a very resilient material. Recommended Response: This material should be maintained in good condition and removed prior to demolition, renovation, or any activity which would disturb the material by an asbestos abatement contractor that is licensed by the State of California. Do not sand, cut, saw or abrade the material. WEST COAST SAFETY CONSULTANTS 7 Sample Number: None Material Description: Transite Ventilation Pipes Location of Material: 633A Residence Exterior Wall 633B Residence Attic Quantity of Material: 4-Pipes Approximately 10 Linear Feet Each Type and % Asbestos: Assumed NESHAP Classification: Category II Non-Friable Asbestos Containing Material Overall Condition: The material was intact and in good condition. Disturbance Potential: Slight, because the material itself is very resilient. Recommended Response: This material should be maintained in good condition and removed prior to demolition, renovation, or any other activity which would disturb the material by an asbestos abatement contractor that is licensed by the State of California. Do not sand, saw, or abrade the material. CONCLUSIONS AND RECOMMENDATIONS The asbestos containing materials identified in this report are intact and in good condition. Intact and undisturbed asbestos containing building materials do not pose a health risk to the building occupants. Disturbing the material improperly however, could expose the building occupants to airborne asbestos fibers. West Coast Safety Consultants recommends all the asbestos containing materials identified in this report be maintained in their current condition and removed prior to demolition, renovation or any activity which could disturb those materials by an asbestos abatement contractor licensed by the State of California. If additional suspect materials are discovered during demolition or renovation activities, the material should be assumed to contain asbestos until sampling proves otherwise. Estimated quantities of asbestos containing material identified in this report are intended as estimates only. Prior to removal of asbestos containing materials, West Coast Safety Consultants recommends the contractor make a thorough site investigation to independently ascertain the actual quantities prior to submitting a price quote. The San Luis Obispo County Air Pollution Control District is delegated authority to implement the asbestos NESHAP regulation in San Luis Obispo County. This regulation requires specific actions by the Owner or Operator of applicable projects. Before you begin your project and for further information, please visit their web site at: https://www.slocleanair.org/rules-regulations/asbestos.php or call the Engineering and Compliance Division at (805) 781-5912. These conclusions and recommendations are based on the requirements set forth in 40 CFR Part 61, National Emission Standards for Hazardous Air Pollutants (NESHAP), and Title 8, Chapter 4, Paragraph 1529, the Asbestos Standard of the California Occupational Safety and Health Administration. WEST COAST SAFETY CONSULTANTS 8 CLOSURE The findings and conclusions rendered in this report are opinions based on the scope of work authorized by the client and laboratory analysis of building material samples collected during this inspection. This report does not reflect variations which may exist between sampling points. These variations cannot be anticipated, nor could they be entirely accounted for, in spite of exhaustive additional testing. Our work has been performed in accordance with generally accepted practices in the field of asbestos consultation. No other warranty, either expressed or implied is made. Although every effort is made to identify all the asbestos containing materials in a building, it is possible for asbestos containing materials which are located under sub-floors, behind walls or otherwise hidden from view to go undetected until demolition or renovation activities uncover the material. If additional suspect materials are discovered, West Coast Safety Consultants will collect samples and provide a report for no additional cost other than the laboratory fee for sample analysis. The San Luis Obispo County Air Pollution Control District requires additional sample analysis to verify sample results which are less than 1% asbestos. If additional analysis is not conducted, the material should be assumed to contain greater than 1% asbestos. Please notify West Coast Safety Consultants with-in three weeks of receiving this report if you require additional sample analysis. An additional laboratory fee of $80 will be charged for each sample analyzed by the Point Count Method. Enclosed with this report is a sample result summary, sample location diagram, laboratory report from SGS Forensic Laboratories and a copy of my asbestos certification. I appreciate this opportunity to be of service. Should you have any questions or comments regarding this report, please contact this office at your convenience. West Coast Safety Consultants, Michael Mc Guire Certified Asbestos Consultant (#92-0534) WEST COAST SAFETY CONSULTANTS APPENDIX A ASBESTOS SAMPLE RESULT SUMMARY Sample # Material Location Asbestos Content SG-01 Sheet Flooring and Mastic 610 Kitchen (top layer) None Detected SG-02 Sheet Flooring and Mastic 610 Kitchen (2nd layer) None Detected SG-03 Sheet Flooring and Mastic 610 Kitchen (bottom layer) None Detected SG-04 Floor Tile and Mastic 610 Bedroom None Detected SG-05 Plaster 610 Dining Room Wall None Detected SG-06 Plaster 610 Living Room Wall None Detected SG-07 Plaster 610 Bedroom Wall None Detected SG-08 Loose Insulation 610 Attic None Detected SG-09 Glazing 610 Exterior Window None Detected SG-10 Glazing 610 Exterior Window None Detected SG-11 Stucco 610 Exterior Wall None Detected SG-12 Stucco 610 Exterior Wall None Detected SG-13 Stucco 610 Exterior Wall None Detected SG-14 Felt 610 Exterior Wall (behind stucco) None Detected SG-15 Concrete 610 Garage Floor None Detected SG-16 Glazing 610 Garage Exterior Window None Detected SG-17 Stucco 610 Garage Exterior Wall None Detected SG-18 Transite Shingle 610 Garage Roof 10% Chrysotile SG-19 Rolled Shingle/Tar 610 Residence Roof Patch None Detected SG-20 Shingle 610 Residence Roof (top layer) None Detected SG-21 Felt 610 Residence Roof (bottom layer) None Detected SG-22 Plaster 614 Bedroom Ceiling None Detected SG-23 Plaster 614 Kitchen Ceiling None Detected SG-24 Plaster 614 Bedroom Ceiling None Detected WEST COAST SAFETY CONSULTANTS Sample # Material Location Asbestos Content SG-25 Drywall/Felt (behind plaster) 614 Bedroom Ceiling None Detected SG-26 Drywall/Joint Compound 614 Hall Wall None Detected SG-27 Drywall/Joint Compound 614 Hall Wall None Detected SG-28 Plaster 614 Garage Wall None Detected SG-29 Drop-in Ceiling Panels 614 Garage Attic None Detected SG-30 Concrete 614 Garage Floor None Detected SG-31 Glazing 614 Exterior Window None Detected SG-32 Stucco 614 Exterior Wall None Detected SG-33 Stucco 614 Exterior Wall None Detected SG-34 Stucco 614 Exterior Wall None Detected SG-35 Felt 614 Roof (under wood shake) None Detected SG-36 Adobe 614 Exterior Wall None Detected SG-37 Sheet Flooring 633A Kitchen None Detected SG-38 Sheet Flooring and Mastic 633A Bathroom None Detected SG-39 Plaster 633A Living Room Wall None Detected SG-40 Plaster 633A Kitchen Wall None Detected SG-41 Plaster 633A Bedroom Wall None Detected SG-42 Glazing 633A Exterior Window Trace (<1%) Chrysotile SG-43 Glazing 633A Exterior Window None Detected SG-44 Shingle 633A Roof (top layer) None Detected SG-45 Felt 633A Roof (bottom layer) None Detected SG-46 Tar 633A Roof Penetration None Detected SG-47 Loose Insulation 633A Attic None Detected SG-48 Sheet Flooring and Mastic 633B 2nd Floor Kitchen (top layer) None Detected SG-49 Sheet Flooring 633B 2nd Floor Kitchen (bottom) 70% Chrysotile SG-50 Sheet Flooring and Mastic 633B 2nd Floor Bathroom (top layer)None Detected WEST COAST SAFETY CONSULTANTS Sample # Material Location Asbestos Content SG-51 Plaster 633B 2nd Floor Laundry Wall None Detected SG-52 Plaster 633B 2nd Floor Bedroom Wall None Detected SG-53 Plaster 633B 2nd Floor Bedroom Wall None Detected SG-54 Sheet Flooring and Mastic 633 B 1st Floor Kitchen (top layer) None Detected SG-55 Sheet Flooring 633B 1st Floor Kitchen (bottom) 70% Chrysotile SG-56 Drywall/Joint Compound 633B 1st Floor Wall None Detected SG-57 Drywall/Joint Compound 633B 1st Floor Wall None Detected SG-58 Drywall/Joint Compound 633B 1st Floor Wall None Detected SG-59 Texture 633B 1st Floor Wall None Detected SG-60 Stucco 633B Exterior Wall None Detected SG-61 Stucco 633B Exterior Wall None Detected SG-62 Stucco 633B Exterior Wall None Detected SG-63 Shingle 633B Roof (top layer) None Detected SG-64 Felt 633B Roof (bottom layer) None Detected SG-65 Concrete 633B 1st Floor Slab None Detected WEST COAST SAFETY CONSULTANTS APPENDIX B SAMPLE LOCATION DIAGRAM 610 Monterey Street San Luis Obispo, California BATH GARAGE WEST COAST SAFETY CONSULTANTS MONTEREY STREET SG-06 SG-01, 02, 03 SG-04 SG-05 SG-07 SG-08 SG-09 SG-10 SG-11 SG-12 SG-13, 14 SG-15 SG-16 SG-17 SG-19, 20, 21 SG-18 APPENDIX B SAMPLE LOCATION DIAGRAM 614 Monterey Street San Luis Obispo, California BATH GARAGE WEST COAST SAFETY CONSULTANTS MONTEREY STREET SG-22 SG-23 SG-24, 25 SG-26 SG-27 SG-28 SG-29 SG-30 SG-31 SG-32 SG-33 SG-34 SG-35 SG-36 APPENDIX B SAMPLE LOCATION DIAGRAM 633 A Palm Street San Luis Obispo, California BATH KITCHEN WEST COAST SAFETY CONSULTANTS PALM STREET SG-46 TRANSITE PIPE SG-42 SG-40 SG-39 SG-37 SG-38 SG-41 SG-43 SG-44, 45 SG-47 APPENDIX B SAMPLE LOCATION DIAGRAM 633 B Palm Street San Luis Obispo, California 1ST FLOOR 2ND FLOOR WEST COAST SAFETY CONSULTANTS PALM STREET TRANSITE PIPE TRANSITE PIPE TRANSITE PIPE SG-49 SG-48 SG-53 SG-52 SG-51 SG-50 SG-54 SG-55 SG-60 SG-58, 59 SG-57 SG-56 SG-61 SG-62 SG-63, 64 SG-65 Final Report (EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116, Visual Area Estimation) Bulk Asbestos Analysis NVLAP Lab Code: 101459-0 5318Client ID:West Coast Safety Consultants B339587Report Number:Michael McGuire Date Received: 10/12/22Date Analyzed:4581 Wavertree 10/13/22Date Printed:San Luis Obispo, CA 93401 First Reported: 5318610/614 Monterey ST San Luis Obispo SGSFL Job ID:Job ID/Site: Date(s) Collected: 65Total Samples Submitted: Total Samples Analyzed:65 10/10/22 10/13/22 Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-01 12611620 Layer: Off-White Sheet Flooring ND Layer: Fibrous Backing ND Layer: Grey Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-02 12611621 Layer: Off-White Sheet Flooring ND Layer: Fibrous Backing ND Layer: Off-White Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-03 12611622 Layer: Yellow Sheet Flooring ND Layer: Fibrous Backing ND Layer: Yellow Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-04 12611623 Layer: Tan Tile ND Layer: Yellow Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-05 12611624 Layer: Light Grey Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) 1 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-06 12611625 Layer: Light Grey Plaster ND Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-07 12611626 Layer: Light Grey Plaster ND Layer: Pink Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-08 12611627 Layer: Grey Fibrous Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Fibrous Glass (99 %) SG-09 12611628 Layer: Tan Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-10 12611629 Layer: Tan Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-11 12611630 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-12 12611631 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-13 12611632 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) 2 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-14 12611633 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-15 12611634 Layer: Grey Cementitious Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-16 12611635 Layer: Tan Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-17 12611636 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-18 12611637 Layer: Grey Semi-Fibrous Material Chrysotile 10 % Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-19 12611638 Layer: Black Roof Shingle ND Layer: Black Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (5 %) Fibrous Glass (40 %) SG-20 12611639 Layer: Grey Roof Shingle ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Fibrous Glass (50 %) SG-21 12611640 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-22 12611641 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) 3 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-23 12611642 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-24 12611643 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-25 12611644 Layer: White Drywall ND Layer: Brown Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-26 12611645 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Drywall Tape ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-27 12611646 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Drywall Tape ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-28 12611647 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-29 12611648 Layer: Beige Fibrous Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (35 %) Fibrous Glass (45 %) 4 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-30 12611649 Layer: Grey Cementitious Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-31 12611650 Layer: White Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-32 12611651 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-33 12611652 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-34 12611653 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-35 12611654 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-36 12611655 Layer: Brown Cementitious Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-37 12611656 Layer: Off-White Sheet Flooring ND Layer: Fibrous Backing ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-38 12611657 Layer: White Sheet Flooring ND Layer: Fibrous Backing ND Layer: White Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 5 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-39 12611658 Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-40 12611659 Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-41 12611660 Layer: White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-42 12611661 Layer: Grey Putty Chrysotile Trace Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-43 12611662 Layer: White Putty ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-44 12611663 Layer: Grey Roof Shingle ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Fibrous Glass (50 %) SG-45 12611664 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-46 12611665 Layer: Black Tar ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-47 12611666 Layer: Tan Fibrous Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (95 %) 6 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-48 12611667 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Grey Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) SG-49 12611668 Layer: Off-White Mastic ND Layer: Tan Sheet Flooring ND Layer: Fibrous Backing Chrysotile 70 % Layer: Yellow Mastic ND Layer: Blue Sheet Flooring ND Layer: Black Fibrous Backing ND Layer: Brown Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Synthetic (5 %) Comment: Bulk complex sample. SG-50 12611669 Layer: Beige Sheet Flooring ND Layer: Yellow Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-51 12611670 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-52 12611671 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-53 12611672 Layer: Off-White Plaster ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-54 12611673 Layer: Beige Sheet Flooring ND Layer: Fibrous Backing ND Layer: Grey Mastic ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) 7 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-55 12611674 Layer: Off-White Sheet Flooring ND Layer: Fibrous Backing ND Layer: Yellow Mastic ND Layer: Tan Sheet Flooring ND Layer: Fibrous Backing Chrysotile 70 % Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (5 %) Synthetic (10 %) Comment: Bulk complex sample. SG-56 12611675 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-57 12611676 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-58 12611677 Layer: White Drywall ND Layer: White Joint Compound ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (20 %) Fibrous Glass (10 %) SG-59 12611678 Layer: White Texture ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-60 12611679 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-61 12611680 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) 8 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 Report Number:B339587 Date Printed:10/13/22Client Name:West Coast Safety Consultants Sample ID Lab Number Asbestos Type Percent in Layer Asbestos AsbestosPercent in Percent in Type TypeLayer Layer SG-62 12611681 Layer: Grey Cementitious Material ND Layer: Paint ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) SG-63 12611682 Layer: Grey Roof Shingle ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Fibrous Glass (45 %) SG-64 12611683 Layer: Black Felt ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (90 %) SG-65 12611684 Layer: Brown Cementitious Material ND Total Composite Values of Non-Asbestos Fibrous Components: Cellulose (Trace) Analyticalresults and reportsare generatedby SGS ForensicLaboratories(SGSFL) at the request of and for the exclusiveuse of the personor entity (client) named on such report. Results, reports or copies of same will not be released by SGSFL to any third party without prior written request from client. This report applies only to the sample(s) tested. Supportinglaboratory documentationis available upon request.This reportmust not be reproducedexceptin full, unlessapprovedby SGSFL. The clientis solelyresponsiblefor the use and interpretation of test results and reports requested from SGSFL. SGSFL is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratoriesreservesthe right to disposeof all samplesafter a period of thirty (30) days, accordingto all state and federalguidelines,unlessotherwisespecified. All sampleswere received in acceptable condition unless otherwise noted. Note: Limit of Quantification ('LOQ') = 1%. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'. Tad Thrower, Laboratory Supervisor, Hayward Laboratory 9 of 9 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 1 October 14, 2022 Samuel Gauna City of San Luis Obispo 919 Palm Street San Luis Obispo, 93401 RE: Lead Building Inspection – 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California INTRODUCTION This report presents the findings of West Coast Safety Consultants inspection for lead containing building materials at a duplex and three single family residences and associated garage located at 610/614 Monterey Street and 633 Palm Street, San Luis Obispo, California on October 5, 2022. The inspection was conducted for CAL-OSHA and EPA compliance in conjunction with the demolition of the buildings. All accessible areas were visibly inspected and representative samples of suspect materials were obtained and analyzed. Samples were not collected from every painted surface, however samples were obtained which represent the majority of the painted surfaces at the specific site location. LEAD SAMPLE ANALYSIS The survey involved a visual inspection of the buildings and sample collection from painted surfaces and ceramic tile. The samples were analyzed by SGS Forensic Laboratories using Flame Atomic Absorption in accordance with the Environmental Protection Agency (EPA) Method (3050B/7420) to identify lead content. SGS Forensic Laboratories is a laboratory which is certified to analyze for lead. They are accredited by the American Industrial Hygiene Association, the National Institute of Standards and Technology, and the California Department of Public Health (CDPH). Please note the attached laboratory report. 4581 Wavertree Street, San Luis Obispo, CA 93401 Phone (805) 748-8832 2 LEAD FINDINGS West Coast Safety Consultants visual inspection identified that the painted surfaces were intact and in good condition, however damaged flaking and peeling paint was observed in the following locations: 1. 610 Living Room/Dining Room Window Frames 2. 610 Kitchen/Bedroom Walls 3. 610 Exterior Door, Window Frames, Fascia and Garage Door 4. 614 Bathroom Walls 5. 614 Exterior Window Frames, Garage Door and Adobe Walls 6. 633A Exterior Wood Walls, Window Frames, Fascia, Eaves and Door 7. 633B Exterior Window Frames A total of 72 samples were collected and analyzed for lead content. The results in parts per million (ppm) are as follows: Sample# Location Description Lead Content SG-101 610 Kitchen Wall Beige Paint None Detected SG-102 610 Bedroom Wall Beige Paint None Detected SG-103 610 Living Room Wall Beige Paint None Detected SG-104 610 Dining Room Window Frame Beige Paint None Detected SG-105 610 Living Room Window Frame Beige Paint 70 ppm SG-106 610 Bedroom Door Beige Paint 640 ppm SG-107 610 Bedroom Door Frame Beige Paint 220 ppm SG-108 610 Kitchen Door Frame Beige Paint 1,400 ppm SG-109 610 Exterior Window Frame White Paint 24,000 ppm* SG-110 610 Exterior Window Frame White Paint 66,000 ppm* SG-111 610 Exterior Door White Paint 60,000 ppm* SG-112 610 Exterior Door White Paint 7,600 ppm WEST COAST SAFETY CONSULTANTS 3 Sample# Location Description Lead Content SG-113 610 Exterior Door Frame White Paint 6,400 ppm SG-114 610 Exterior Wall Beige Paint 30,000 ppm SG-115 610 Exterior Wall Beige Paint 58,000 ppm SG-116 610 Exterior Fascia White Paint 69,000 ppm* SG-117 610 Exterior Fascia White Paint 47,000 ppm SG-118 610 Exterior Back Patio Framing White Paint 21,000 ppm SG-119 610 Exterior Picket Fence White Paint 100 ppm SG-120 610 Bathroom Wall Ceramic Tile None Detected SG-121 610 Bathroom Floor Ceramic Tile None Detected SG-122 614 Kitchen Wall Brown Paint 20,000 ppm SG-123 614 Bedroom Wall White Paint 3,700 ppm SG-124 614 Bathroom Wall Beige Paint 1,500 ppm SG-125 614 Hall Door Frame White Paint None Detected SG-126 614 Exterior Window Frame Green Paint 6,900 ppm* SG-127 614 Exterior Window Frame Green Paint 3,600 ppm SG-128 614 Exterior Garage Door Green Paint None Detected SG-129 614 Exterior Adobe Wall White Paint 7,600 ppm* SG-130 614 Exterior Stucco Wall White Paint 3,600 ppm SG-131 614 Exterior Wood Wall White Paint 60 ppm SG-132 610 Exterior Garage Door White Paint 47,000 ppm* SG-133 614 Kitchen Counter Ceramic Tile 5,600 ppm WEST COAST SAFETY CONSULTANTS 4 Sample# Location Description Lead Content SG-134 633A Living Room Wall White Paint None Detected SG-135 633A Bedroom Wall White Paint None Detected SG-136 633A Kitchen Wood Wall White Paint 3,200 ppm SG-137 633A Living Room Window Frame White Paint 1,400 ppm SG-138 633A Bedroom Window Frame White Paint None Detected SG-139 633A Living Room Baseboard White Paint 380 ppm SG-140 633A Bedroom Baseboard White Paint 2,900 ppm SG-141 633A Bedroom Door White Paint 12,000 ppm SG-142 633A Bedroom Door Frame White Paint 1,700 ppm SG-143 633A Kitchen Counter Ceramic Tile 2,100 ppm SG-144 633A Exterior Wall Blue Paint 2,400 ppm SG-145 633A Exterior Wall Blue Paint 310,000 ppm* SG-146 633A Exterior Window Frame Blue Paint 130,000 ppm* SG-147 633A Exterior Window Frame Blue Paint 190,000 ppm* SG-148 633A Exterior Door White Paint 220 ppm SG-149 633A Exterior Door Frame Blue Paint 120,000 ppm SG-150 633A Exterior Fascia Blue Paint 210,000 ppm* SG-151 633A Exterior Fascia Blue Paint 310,000 ppm* SG-152 633A Exterior Eave Blue Paint 320,000 ppm* SG-153 633A Exterior Eave Blue Paint 320,000 ppm* SG-154 633B 2nd Floor Living Room Wall White Paint 300 ppm WEST COAST SAFETY CONSULTANTS 5 Sample# Location Description Lead Content SG-155 633B 2nd Floor Bedroom Wall White Paint 250 ppm SG-156 633B 2nd Floor Living Room WindowWhite Paint 1,200 ppm SG-157 633B 2nd Floor Bedroom Window White Paint 1,600 ppm SG-158 633B 2nd Floor Kitchen Door White Paint 1,000 ppm SG-159 633B 2nd Floor Laundry Door Frame White Paint 55,000 ppm SG-160 633B 2nd Floor Bathroom Door FrameWhite Paint 54,000 ppm SG-161 633B Exterior Wall Grey Paint 140 ppm SG-162 633B Exterior Window Frame Grey Paint 80,000 ppm* SG-163 633B Exterior Door Frame Grey Paint 210 ppm SG-164 633B 1st Floor Kitchen Wall White Paint 70 ppm SG-165 633B 1st Floor Living Room Wall White Paint None Detected SG-166 633B 1st Floor Kitchen Window White Paint 90 ppm SG-167 633B 1st Floor Living Room Door Fr.White Paint None Detected SG-168 633B Exterior Wall Grey Paint 140 ppm SG-169 633B Exterior Window Frame Grey Paint 14,000 ppm SG-170 633B Exterior Door White Paint 1,400 ppm SG-171 633B Exterior Door Frame Grey Paint 41,000 ppm SG-172 633B 2nd Floor Bathroom Wall Ceramic Tile 1,900 ppm Lead-Based Paint * Lead Hazard As a comparison, the EPA and CDPH consider a material to be lead based paint when it exceeds .5% or 5,000 ppm. In addition, the Consumer Product Safety Commission (CPSC) set a limit of .009% or 90 ppm of lead in paint for children’s toys and CAL-OSHA regulates workers who disturb lead coated surfaces at any detectable lead level. WEST COAST SAFETY CONSULTANTS 6 SUMMARY 610 Monterey Street Residence No lead was detected in the samples collected from the following building components: 1. Painted Interior Walls 2. Ceramic Tiled Bathroom Walls, Counter and Floor Low levels of lead (less than 650 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Doors 2. Painted Interior Window Frames 3. Painted Exterior Picket Fence Moderate levels of lead (1,400 ppm) were detected in the samples collected from the following building component: 1. Painted Interior Door Frames High levels of lead (above 5,000 ppm) were detected in the samples collected from the following building components: 1. Painted Exterior Walls (Residence and Garage) 2. Painted Exterior Doors/Frames (Residence and Garage) 3. Painted Exterior Window Frames (Residence and Garage) 4. Painted Exterior Fascia/Eaves (Residence and Garage) 5. Painted Exterior Patio Framing 614 Monterey Street Residence No lead was detected in the samples collected from the following building components: 1. Painted Interior Door Frames 2. Painted Exterior Garage Door A low level of lead (less than 61 ppm) was detected in the sample collected from the following building component: 1. Painted Exterior Wood Wall WEST COAST SAFETY CONSULTANTS 7 Moderate levels of lead (1,500 ppm - 3,700 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Plaster Walls and Ceiling 2. White Painted Interior Brick Walls 3. Painted Exterior Stucco Walls High levels of lead (above 5,000 ppm) were detected in the samples collected from the following building components: 1. Brown Painted Interior Brick Kitchen Walls 2. Ceramic Tiled Kitchen Counter 3. Painted Exterior Window Frames 4. Painted Exterior Adobe Walls 633A Palm Street Residence No lead was detected in the samples collected from the following building components: 1. Painted Interior Drywall Walls A low level of lead (less than 221 ppm) was detected in the sample collected from the following building components: 1. Painted Exterior Doors Moderate levels of lead (1,700 ppm – 3,200 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Window Frames 2. Painted Interior Baseboards 3. Painted Interior Door Frames 4. Painted Interior Wood Wall 5. Ceramic Tiled Kitchen Counter High levels of lead (above 5,000 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Doors 2. Painted Exterior Walls 3. Painted Exterior Window Frames 4. Painted Exterior Door Frames 5. Painted Exterior Fascia/Eaves WEST COAST SAFETY CONSULTANTS 8 633B Palm Street Duplex Low levels of lead (less than 301 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Walls 2. Painted Exterior Walls Moderate levels of lead (1,000 ppm – 1,900 ppm) were detected in the samples collected from the following building components: 1. Painted Interior Window Frames 2. Painted Interior Doors 3. Painted Exterior Doors 4. Ceramic Tiled Kitchen Counter and Bathroom Walls High levels of lead (above 5,000 ppm) were detected in the samples collected from the following building components: 1. Painted Interior and Exterior Door Frames 2. Painted Exterior Window Frames Many of the exterior painted surfaces at each location contained high levels of lead and were damaged. Flaking and peeling paint was observed on several painted building components. The following painted surfaces contained more than 5,000 ppm lead and were damaged: 1. 610 Monterey Street Residence Exterior Window Frames 2. 610 Monterey Street Residence Exterior Doors 3. 610 Monterey Street Residence Exterior Fascia 4. 610 Monterey Street Residence Exterior Garage Door and Trim 5. 614 Monterey Street Residence Exterior Window Frames 6. 614 Monterey Street Residence Exterior Adobe Walls 7. 633A Palm Street Residence Exterior Walls 8. 633A Palm Street Residence Exterior Window Frames 9. 633A Palm Street Residence Exterior Fascia/Eaves 10. 633B Palm Street Duplex Exterior Window Frames Damaged painted surfaces containing more than 5,000 ppm lead are considered a lead hazard by the EPA and CDPH and are required to be controlled with corrective action by a Certified Lead Abatement Contractor. WEST COAST SAFETY CONSULTANTS 9 Work which disturbs lead-based paint (more than 6 square feet inside or 20 square feet outside) in a single-family residence or child occupied facility built prior to 1978, requires a “Certified Renovator” to conduct the work in accordance with EPA’s 2008 Lead-Based Paint Renovation, Repair and Painting (RRP) Rule. West Coast Safety Consultants recommends any contractor conducting work which will disturb painted surfaces and ceramic tile receive notification of the lead content and the condition of the lead containing surfaces prior to demolition, renovation, or any activity which would disturb the material. All work should be conducted in compliance with the CAL-OSHA and EPA regulations. CLOSURE The findings and conclusions rendered in this report are based on the scope of work authorized by the client and laboratory analysis of building material samples collected during this inspection. This report does not reflect variations which may exist between sampling points. These variations cannot be anticipated, nor could they be entirely accounted for even with exhaustive testing. All work has been performed in accordance with generally accepted practices in the field of lead consultation. The conclusions and recommendations listed in this report are based on the Department of Housing and Urban Development Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing, 40 CFR Part 61, National Emission Standards for Hazardous Air Pollutants (NESHAP), and Section 1532.1 the Lead Standard of the California Occupational Safety and Health Administration. I have enclosed the required CDPH Notification of a Lead Inspection, a laboratory report from SGS Forensic Laboratories, a sample location diagram and a copy of my lead credentials. If you have any questions, please contact me at 805-748-8832. Thank you for choosing West Coast Safety Consultants. Sincerely, Michael Mc Guire CDPH Lead Certification LRC-00002166 WEST COAST SAFETY CONSULTANTS SAMPLE LOCATION DIAGRAM 610 Monterey Street San Luis Obispo, California BATH GARAGE WEST COAST SAFETY CONSULTANTS MONTEREY STREET SG-101 SG-102 SG-103 SG-104 SG-105 SG-106, 107 SG-108 SG-109 SG-110 SG-111 SG-112, 113 SG-114 SG-115 SG-116 SG-117 SG-118 SG-119 SG-120, 121 SG-132 SAMPLE LOCATION DIAGRAM 614 Monterey Street San Luis Obispo, California BATH GARAGE WEST COAST SAFETY CONSULTANTS MONTEREY STREET SG-122 SG-123 SG-124 SG-125 SG-126 SG-127 SG-128 SG-129 SG-130 SG-131 SG-133 SAMPLE LOCATION DIAGRAM 633 A Palm Street San Luis Obispo, California BATH KITCHEN WEST COAST SAFETY CONSULTANTS PALM STREET SG-134 SG-135 SG-136 SG-137 SG-138 SG-139 SG-140 SG-141, 142 SG-143 SG-144 SG-145 SG-146 SG-147 SG-148 SG-149 SG-150 SG-151 SG-152 SG-153 SAMPLE LOCATION DIAGRAM 633 B Palm Street San Luis Obispo, California 1ST FLOOR 2ND FLOOR WEST COAST SAFETY CONSULTANTS PALM STREET SG-154 SG-155 SG-156 SG-157 SG-158 SG-159 SG-160 SG-161, 162, 163 SG-164 SG-165 SG-166 SG-167 SG-168 SG-169 SG-170, 171 SG-172 Metals Analysis of Paints Client ID: Report Number: Date Received: M245898 Job ID / Site:610/614 Monterey St San Luis Obispo West Coast Safety Consultants 4581 Wavertree 5318 SGSFL Job ID: Date Analyzed: 5318 Michael McGuire San Luis Obispo, CA 93401 Date Printed:10/13/22 10/13/22 First Reported:10/13/22 10/10/22 Final Report (AIHA-LAP, LLC Accreditation, Lab ID #101762) Date(s) Collected:10/5/22 Total Samples Submitted: Total Samples Analyzed: 67 67 Sample Number Lab Number Result Result Reporting Method Analyte Units Limit*Reference EPA 3050B/7000B< 0.006PbSG-101 30913071 wt% 0.006 EPA 3050B/7000B< 0.007PbSG-102 30913072 wt% 0.007 EPA 3050B/7000B< 0.007PbSG-103 30913073 wt% 0.007 EPA 3050B/7000B< 0.006PbSG-104 30913074 wt% 0.006 EPA 3050B/7000B0.007PbSG-105 30913075 wt% 0.006 EPA 3050B/7000B0.064PbSG-106 30913076 wt% 0.006 EPA 3050B/7000B0.022PbSG-107 30913077 wt% 0.007 EPA 3050B/7000B0.14PbSG-108 30913078 wt% 0.006 EPA 3050B/7000B2.4PbSG-109 30913079 wt% 0.3 EPA 3050B/7000B6.6PbSG-110 30913080 wt% 0.3 EPA 3050B/7000B6.0PbSG-111 30913081 wt% 0.4 EPA 3050B/7000B0.76PbSG-112 30913082 wt% 0.06 EPA 3050B/7000B0.64PbSG-113 30913083 wt% 0.03 EPA 3050B/7000B3.0PbSG-114 30913084 wt% 0.3 EPA 3050B/7000B5.8PbSG-115 30913085 wt% 0.3 EPA 3050B/7000B6.9PbSG-116 30913086 wt% 0.3 EPA 3050B/7000B4.7PbSG-117 30913087 wt% 0.4 EPA 3050B/7000B2.1PbSG-118 30913088 wt% 0.2 EPA 3050B/7000B0.010PbSG-119 30913089 wt% 0.006 EPA 3050B/7000B2.0PbSG-122 30913092 wt% 0.2 EPA 3050B/7000B0.37PbSG-123 30913093 wt% 0.02 EPA 3050B/7000B0.15PbSG-124 30913094 wt% 0.006 EPA 3050B/7000B< 0.009PbSG-125 30913095 wt% 0.009 EPA 3050B/7000B0.69PbSG-126 30913096 wt% 0.06 EPA 3050B/7000B0.36PbSG-127 30913097 wt% 0.03 EPA 3050B/7000B< 0.007PbSG-128 30913098 wt% 0.007 EPA 3050B/7000B0.76PbSG-129 30913099 wt% 0.07 EPA 3050B/7000B0.36PbSG-130 30913100 wt% 0.03 EPA 3050B/7000B0.006PbSG-131 30913101 wt% 0.006 EPA 3050B/7000B4.7PbSG-132 30913102 wt% 0.3 EPA 3050B/7000B< 0.006PbSG-134 30913104 wt% 0.006 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 1 of 3 Metals Analysis of Paints Client ID: Report Number: Date Received: M245898 Job ID / Site:610/614 Monterey St San Luis Obispo West Coast Safety Consultants 4581 Wavertree 5318 SGSFL Job ID: Date Analyzed: 5318 Michael McGuire San Luis Obispo, CA 93401 Date Printed:10/13/22 10/13/22 First Reported:10/13/22 10/10/22 Final Report (AIHA-LAP, LLC Accreditation, Lab ID #101762) Date(s) Collected:10/5/22 Total Samples Submitted: Total Samples Analyzed: 67 67 Sample Number Lab Number Result Result Reporting Method Analyte Units Limit*Reference EPA 3050B/7000B< 0.006PbSG-135 30913105 wt% 0.006 EPA 3050B/7000B0.32PbSG-136 30913106 wt% 0.04 EPA 3050B/7000B0.14PbSG-137 30913107 wt% 0.006 EPA 3050B/7000B< 0.007PbSG-138 30913108 wt% 0.007 EPA 3050B/7000B0.038PbSG-139 30913109 wt% 0.006 EPA 3050B/7000B0.29PbSG-140 30913110 wt% 0.02 EPA 3050B/7000B1.2PbSG-141 30913111 wt% 0.06 EPA 3050B/7000B0.17PbSG-142 30913112 wt% 0.02 EPA 3050B/7000B0.24PbSG-144 30913114 wt% 0.02 EPA 3050B/7000B31PbSG-145 30913115 wt% 2 EPA 3050B/7000B13PbSG-146 30913116 wt% 2 EPA 3050B/7000B19PbSG-147 30913117 wt% 2 EPA 3050B/7000B0.022PbSG-148 30913118 wt% 0.007 EPA 3050B/7000B12PbSG-149 30913119 wt% 2 EPA 3050B/7000B21PbSG-150 30913120 wt% 2 EPA 3050B/7000B31PbSG-151 30913121 wt% 2 EPA 3050B/7000B32PbSG-152 30913122 wt% 3 EPA 3050B/7000B32PbSG-153 30913123 wt% 3 EPA 3050B/7000B0.030PbSG-154 30913124 wt% 0.007 EPA 3050B/7000B0.025PbSG-155 30913125 wt% 0.006 EPA 3050B/7000B0.12PbSG-156 30913126 wt% 0.007 EPA 3050B/7000B0.16PbSG-157 30913127 wt% 0.007 EPA 3050B/7000B0.10PbSG-158 30913128 wt% 0.007 EPA 3050B/7000B5.5PbSG-159 30913129 wt% 0.4 EPA 3050B/7000B5.4PbSG-160 30913130 wt% 0.3 EPA 3050B/7000B0.014PbSG-161 30913131 wt% 0.006 EPA 3050B/7000B8.0PbSG-162 30913132 wt% 0.7 EPA 3050B/7000B0.021PbSG-163 30913133 wt% 0.006 EPA 3050B/7000B0.007PbSG-164 30913134 wt% 0.006 EPA 3050B/7000B< 0.006PbSG-165 30913135 wt% 0.006 EPA 3050B/7000B0.009PbSG-166 30913136 wt% 0.007 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 2 of 3 Metals Analysis of Paints Client ID: Report Number: Date Received: M245898 Job ID / Site:610/614 Monterey St San Luis Obispo West Coast Safety Consultants 4581 Wavertree 5318 SGSFL Job ID: Date Analyzed: 5318 Michael McGuire San Luis Obispo, CA 93401 Date Printed:10/13/22 10/13/22 First Reported:10/13/22 10/10/22 Final Report (AIHA-LAP, LLC Accreditation, Lab ID #101762) Date(s) Collected:10/5/22 Total Samples Submitted: Total Samples Analyzed: 67 67 Sample Number Lab Number Result Result Reporting Method Analyte Units Limit*Reference EPA 3050B/7000B< 0.006PbSG-167 30913137 wt% 0.006 EPA 3050B/7000B0.014PbSG-168 30913138 wt% 0.006 EPA 3050B/7000B1.4PbSG-169 30913139 wt% 0.2 EPA 3050B/7000B0.14PbSG-170 30913140 wt% 0.006 EPA 3050B/7000B4.1PbSG-171 30913141 wt% 0.4 Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS Forensic Laboratories. The client is solely responsible for the use and interpretation of test results and reports requested from SGS Forensic Laboratories.SGS Forensic Laboratories is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted. Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. Kevin Poon, Laboratory Analyst, Hayward Laboratory 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 3 of 3 Metals Analysis of Bulks - TTLC Client ID: Report Number: Date Received: M245899 Job ID / Site:610/614 Monterey St San Luis Obispo West Coast Safety Consultants 4581 Wavertree 5318 SGSFL Job ID: Date Analyzed: 5318 Michael McGuire San Luis Obispo, CA 93401 Date Printed:10/13/22 10/13/22 First Reported:10/13/22 10/10/22 Final Report (AIHA-LAP, LLC Accreditation, Lab ID #101762) Date(s) Collected:10/5/22 Total Samples Submitted: Total Samples Analyzed: 5 5 Sample Number Lab Number Result Result Reporting Method Analyte Units Limit*Reference EPA 3050B/7000B< 7PbSG-120 30913090 mg/kg 7 EPA 3050B/7000B< 7PbSG-121 30913091 mg/kg 7 EPA 3050B/7000B5600PbSG-133 30913103 mg/kg 400 EPA 3050B/7000B2100PbSG-143 30913113 mg/kg 200 EPA 3050B/7000B1900PbSG-172 30913142 mg/kg 200 Analytical results and reports are generated by SGS Forensic Laboratories at the request of and for the exclusive use of the person or entity (client) named on such report. Results, reports or copies of same will not be released by SGS Forensic Laboratories to any third party without prior written request from client. This report applies only to the sample(s) tested. Supporting laboratory documentation is available upon request. This report must not be reproduced except in full, unless approved by SGS Forensic Laboratories. The client is solely responsible for the use and interpretation of test results and reports requested from SGS Forensic Laboratories.SGS Forensic Laboratories is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, according to all state and federal guidelines, unless otherwise specified. Any modifications that have been made to referenced test methods are documented in SGS Forensic Laboratories' Standard Operating Procedures Manual. Sample results have not been blank corrected. Quality control and sample receipt condition were acceptable unless otherwise noted. Note* Sampling data used in this report was provided by the client as noted on the associated chain of custody form. * The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results. Kevin Poon, Laboratory Analyst, Hayward Laboratory 3777 Depot Road, Suite 409, Hayward, CA 94545 / Telephone: (510) 887-8828 (800) 827-FASI / Fax: (510) 887-4218 1 of 1 177 From:Bush, Tyler Sent:Saturday, October 15, 2022 3:45 PM To:Nelson, Brian Cc:Banker-Hix, Wyatt Subject:RE: Cultural Arts District Parking Structure Sounds good Brian! I will get to work on this when I am in the office on Thursday. Take care, Tyler Bush From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, October 12, 2022 12:04 PM To: Bush, Tyler <tbush@slocity.org> Cc: Banker-Hix, Wyatt <wbanker@slocity.org> Subject: FW: Cultural Arts District Parking Structure Hi Tyler, See below. Please work with Wyatt to develop a short acknowledgement statement for my final review and signature, and print the photo log with binder per the instructions. I can drop it off with Rachel. When you are finished, please also drop a copy of all files and photos in the project folder: G:\Projects\ActiveProjects\Buildings and Structures\90435 - CAD Parking Structure\400 Technical and Design Support Files\413 Demolition Documentation Thanks again for preparing this. Great work! Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Monday, October 10, 2022 9:56 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian – I think this looks good. And yes a thumb drive would be fine since most of us do not have access to a CD / DVD drive anymore. The only other item to include is a signed acknowledgment that the submitted photographs and thumb drive are now the property of the City of San Luis, Obispo. Thanks! Rachel Cohen pronouns she/her/hers Senior Planner 178 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 7:53 AM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Attached is the photo documentation of 633 Palm Street, which from my review seems to meet the documentation requirements. Please review and let me know if you see any corrections needed to meet requirements. If no corrections, I will have it printed and delivered to you. Can we put it on a USB instead of DVD? Not sure if anyone has a DVD these days. By the way, Rincon will be performing historical documentation of 610 and 614 Monterey Street structures in accordance with the historic standards identified in the MMRP. That should occur within the next couple of months. Thanks for notifying me early so we could get ahead of these requirements. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Tuesday, July 12, 2022 11:33 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian- For noticing, the Construction and Fire Prevention Regulation Chapter 15.04, Section A203.3(2) state that “…an applicant shall provide evidence that for a period of not less than 90 days from date of permit application, the building was advertised in a local newspaper on at least 3 separate occasions not less than 15 days apar, as available to any interested person to be moved; and submit historic documentation for the structure in accordance with criteria established by the Community Development Director and the Cultural Heritage Committee.” I have attached a copy of an example notice. The text reads: Public Notice Notice of intent to demolish single family home at 570 Pacific Street, San Luis Obispo, CA 93401. If you claim and interest in moving this building you must contact …. I have also attached the City’s Photo documentation standards. I will bring by a hard copy of the an example as well. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner 179 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, July 8, 2022 2:21 PM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, I checked Richard’s files and with Lia, and was unable to find anything related to advertisement of the Adobe demolition. I think he was corresponding with Brian Leveille on the matter, perhaps Brian has those records? When you have a chance, please let me know the steps for advertisement of the other structures. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Thursday, June 30, 2022 2:52 PM To: Nelson, Brian <BNelson@slocity.org> Subject: Cultural Arts District Parking Structure Hi Brian- It appears that the City will soon be submitting demolition plans for the Cultural Arts District Parking Structure. There are a few items that we should probably discuss so that they are not an issue as you move forward on this project. 1. 633 Palm Street is not a historic structure, but it is older than 50 years old and has to be noticed in the paper like the other historic sites were. 2. All structures will have to be photo documented. 3. The lot merger for the site has been on hold and I am wondering if this is something that you want to process now. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org 180 Stay connected with the City by signing up for e-notifications 181 From:Nelson, Brian Sent:Wednesday, October 12, 2022 12:04 PM To:Bush, Tyler Cc:Banker-Hix, Wyatt Subject:FW: Cultural Arts District Parking Structure Attachments:633Palm-PhotoDocumentation.pdf Hi Tyler, See below. Please work with Wyatt to develop a short acknowledgement statement for my final review and signature, and print the photo log with binder per the instructions. I can drop it off with Rachel. When you are finished, please also drop a copy of all files and photos in the project folder: G:\Projects\ActiveProjects\Buildings and Structures\90435 - CAD Parking Structure\400 Technical and Design Support Files\413 Demolition Documentation Thanks again for preparing this. Great work! Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Monday, October 10, 2022 9:56 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian – I think this looks good. And yes a thumb drive would be fine since most of us do not have access to a CD / DVD drive anymore. The only other item to include is a signed acknowledgment that the submitted photographs and thumb drive are now the property of the City of San Luis, Obispo. Thanks! Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 7:53 AM 182 To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, Attached is the photo documentation of 633 Palm Street, which from my review seems to meet the documentation requirements. Please review and let me know if you see any corrections needed to meet requirements. If no corrections, I will have it printed and delivered to you. Can we put it on a USB instead of DVD? Not sure if anyone has a DVD these days. By the way, Rincon will be performing historical documentation of 610 and 614 Monterey Street structures in accordance with the historic standards identified in the MMRP. That should occur within the next couple of months. Thanks for notifying me early so we could get ahead of these requirements. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Tuesday, July 12, 2022 11:33 AM To: Nelson, Brian <BNelson@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Brian- For noticing, the Construction and Fire Prevention Regulation Chapter 15.04, Section A203.3(2) state that “…an applicant shall provide evidence that for a period of not less than 90 days from date of permit application, the building was advertised in a local newspaper on at least 3 separate occasions not less than 15 days apar, as available to any interested person to be moved; and submit historic documentation for the structure in accordance with criteria established by the Community Development Director and the Cultural Heritage Committee.” I have attached a copy of an example notice. The text reads: Public Notice Notice of intent to demolish single family home at 570 Pacific Street, San Luis Obispo, CA 93401. If you claim and interest in moving this building you must contact …. I have also attached the City’s Photo documentation standards. I will bring by a hard copy of the an example as well. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications 183 From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, July 8, 2022 2:21 PM To: Cohen, Rachel <rcohen@slocity.org> Subject: RE: Cultural Arts District Parking Structure Hi Rachel, I checked Richard’s files and with Lia, and was unable to find anything related to advertisement of the Adobe demolition. I think he was corresponding with Brian Leveille on the matter, perhaps Brian has those records? When you have a chance, please let me know the steps for advertisement of the other structures. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Cohen, Rachel <rcohen@slocity.org> Sent: Thursday, June 30, 2022 2:52 PM To: Nelson, Brian <BNelson@slocity.org> Subject: Cultural Arts District Parking Structure Hi Brian- It appears that the City will soon be submitting demolition plans for the Cultural Arts District Parking Structure. There are a few items that we should probably discuss so that they are not an issue as you move forward on this project. 1. 633 Palm Street is not a historic structure, but it is older than 50 years old and has to be noticed in the paper like the other historic sites were. 2. All structures will have to be photo documented. 3. The lot merger for the site has been on hold and I am wondering if this is something that you want to process now. Thanks, Rachel Cohen pronouns she/her/hers Senior Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E rcohen@slocity.org T 805.781.7574 slocity.org Stay connected with the City by signing up for e-notifications 184 From:Dustin Merrick <dmerrick@rinconconsultants.com> Sent:Wednesday, October 12, 2022 12:00 PM To:Nelson, Brian Cc:McKay, Lief I.; Shawn Decker; Steven Treffers; Waugh, Douglas; Hussey, Gaven; JulieAnn Murphy Subject:RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Brian! I’ll coordinate with Doug on access. Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Wednesday, October 12, 2022 9:18 AM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Steven Treffers <streffers@rinconconsultants.com>; Waugh, Douglas <DWaugh@slocity.org>; Hussey, Gaven <ghussey@slocity.org> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Attached is the updated purchase order. Please coordinate with Doug Waugh (cc’d) for access to 610 & 614 Monterey structures for the historical documentation. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Tuesday, October 11, 2022 11:08 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Steven Treffers <streffers@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Brian! We’ll get started on these tasks. Should we contact you in regard to accessing the buildings or should that be someone else with the city? Best, 185 Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, October 11, 2022 7:40 AM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Thanks for sending the revised amendment. Please take this email as authorization to proceed with the work. I will provide you an amendment PO by end of week or early next. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, October 10, 2022 3:19 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: Re: [EXT] Cultural Arts District Parking Structure - Phase 1A Hi Brian, Please see attached. Let me know if you have any questions or comments, thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 8:25:17 AM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . 186 Hi Dustin, I would like to get your staff proceeding on this revised scope asap. When do you anticipate sending me the revised amendment request? Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Nelson, Brian Sent: Wednesday, October 5, 2022 4:29 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Dustin, nice matrix. Yes, please send me a revised proposal with:  Drawings/plans for both buildings  Removal of field monitoring, as at this stage we will only need the soil management plan for the contract docs. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, October 5, 2022 12:06 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Brian! We can get in touch with Kitchell regarding the EES monitoring task. Attached is a comment matrix for your comments on the change order. We can send you an updated change order with the monitoring cost/scope removed if that works for you. Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, October 4, 2022 12:35 PM To: Dustin Merrick <dmerrick@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A 187 CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Thanks for sending this over. I was out on vacation last week but am back and following up on several things. I had a chance to review the change order and had a few questions/clarifications that I added to the attached file. Please take a look and let me know your thoughts. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, September 28, 2022 2:31 PM To: Chris Bersbach <cbersbach@rinconconsultants.com>; Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Chris! Here it is hot off the press. Brian and Lief, please don’t hesitate to reach out if you have any questions or comments on the doc before setting up the PO. Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, September 28, 2022 2:26 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Dustin Merrick <dmerrick@rinconconsultants.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Hey Brian, I wanted to give you a heads up that you can expect our scope and fee estimate for the cultural monitoring work, Soil Management Plan, etc before the end of the day today. It’s going to be coming to you from Dustin Merrick. He’ll probably be your primary point of contact for the remainder of that work, but please don’t hesitate to continue to keep me in the loop. We just figured it’d be more efficient to identify him as POC since the CR monitoring is going to be the most active piece of work going forward. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) 188 805-242-4363 Direct cbersbach@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, September 22, 2022 8:03 AM To: Dustin Merrick <dmerrick@rinconconsultants.com>; Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Please add 15 days to monitoring to make it an even 20 days. The remaining 10 days will probably be PG&E coordination, installation of solar lighting in the parking lot, etc. If for some reason trenching is extended beyond 20 days we can pay T&M for the additional time and amend the contract again to capture it. When can I expect the amendment for review? Thanks. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, September 21, 2022 12:10 PM To: Nelson, Brian <BNelson@slocity.org>; Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Brian, This all looks good from the CR end. I do have a question related to the number of monitoring days for Phase 1A based on the bid sheet you attached. Based on direction we received, Rincon originally scoped for 5 days of monitoring; however, the numbe r of days I saw in the bid indicates 30 days of construction. Should we add an additional 25 days of monitoring into our change order that we discussed last week? Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com 189 From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, September 16, 2022 10:24 AM To: Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: Dustin Merrick <dmerrick@rinconconsultants.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris/Shawn, Attached is the bid documents for Phase 1A of the CADPS. The bid opening has been delayed by addendum until next week. Please review for the attached scope of the project. Note that the Phase 1A Mitigation and Monitoring plan is included in the specifications as Appendix C. Contractor compliance is required per bid item #19. Let me know if you have any questions. Thanks, Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications 190 From:Nelson, Brian Sent:Wednesday, October 12, 2022 9:18 AM To:Dustin Merrick Cc:McKay, Lief I.; Shawn Decker; Steven Treffers; Waugh, Douglas; Hussey, Gaven Subject:RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Attachments:PO_300000001480008_612578_3.pdf Hi Dustin, Attached is the updated purchase order. Please coordinate with Doug Waugh (cc’d) for access to 610 & 614 Monterey structures for the historical documentation. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Tuesday, October 11, 2022 11:08 AM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com>; Steven Treffers <streffers@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Brian! We’ll get started on these tasks. Should we contact you in regard to accessing the buildings or should that be someone else with the city? Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, October 11, 2022 7:40 AM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, 191 Thanks for sending the revised amendment. Please take this email as authorization to proceed with the work. I will provide you an amendment PO by end of week or early next. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Monday, October 10, 2022 3:19 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: Re: [EXT] Cultural Arts District Parking Structure - Phase 1A Hi Brian, Please see attached. Let me know if you have any questions or comments, thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Monday, October 10, 2022 8:25:17 AM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, I would like to get your staff proceeding on this revised scope asap. When do you anticipate sending me the revised amendment request? Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Nelson, Brian Sent: Wednesday, October 5, 2022 4:29 PM To: Dustin Merrick <dmerrick@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Dustin, nice matrix. Yes, please send me a revised proposal with:  Drawings/plans for both buildings 192  Removal of field monitoring, as at this stage we will only need the soil management plan for the contract docs. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, October 5, 2022 12:06 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Thanks Brian! We can get in touch with Kitchell regarding the EES monitoring task. Attached is a comment matrix for your comments on the change order. We can send you an updated change order with the monitoring cost/scope removed if that works for you. Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Tuesday, October 4, 2022 12:35 PM To: Dustin Merrick <dmerrick@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, Thanks for sending this over. I was out on vacation last week but am back and following up on several things. I had a chance to review the change order and had a few questions/clarifications that I added to the attached file. Please take a look and let me know your thoughts. Thanks, Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, September 28, 2022 2:31 PM To: Chris Bersbach <cbersbach@rinconconsultants.com>; Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A 193 Thanks Chris! Here it is hot off the press. Brian and Lief, please don’t hesitate to reach out if you have any questions or comments on the doc before setting up the PO. Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Chris Bersbach <cbersbach@rinconconsultants.com> Sent: Wednesday, September 28, 2022 2:26 PM To: Nelson, Brian <BNelson@slocity.org> Cc: McKay, Lief I. <limckay@rrmdesign.com>; Dustin Merrick <dmerrick@rinconconsultants.com>; Shawn Decker <sdecker@rinconconsultants.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A Hey Brian, I wanted to give you a heads up that you can expect our scope and fee estimate for the cultural monitoring work, Soil Management Plan, etc before the end of the day today. It’s going to be coming to you from Dustin Merrick. He’ll probably be your primary point of contact for the remainder of that work, but please don’t hesitate to continue to keep me in the loop. We just figured it’d be more efficient to identify him as POC since the CR monitoring is going to be the most active piece of work going forward. Thanks! Chris Bersbach, Supervising Environmental Planner (He/Him/His) 805-242-4363 Direct cbersbach@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Thursday, September 22, 2022 8:03 AM To: Dustin Merrick <dmerrick@rinconconsultants.com>; Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Hi Dustin, 194 Please add 15 days to monitoring to make it an even 20 days. The remaining 10 days will probably be PG&E coordination, installation of solar lighting in the parking lot, etc. If for some reason trenching is extended beyond 20 days we can pay T&M for the additional time and amend the contract again to capture it. When can I expect the amendment for review? Thanks. Brian Nelson, PE Deputy Director of Public Works / City Engineer City of San Luis Obispo From: Dustin Merrick <dmerrick@rinconconsultants.com> Sent: Wednesday, September 21, 2022 12:10 PM To: Nelson, Brian <BNelson@slocity.org>; Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: McKay, Lief I. <limckay@rrmdesign.com> Subject: RE: [EXT] Cultural Arts District Parking Structure - Phase 1A This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Brian, This all looks good from the CR end. I do have a question related to the number of monitoring days for Phase 1A based on the bid sheet you attached. Based on direction we received, Rincon originally scoped for 5 days of monitoring; however, the numbe r of days I saw in the bid indicates 30 days of construction. Should we add an additional 25 days of monitoring into our change order that we discussed last week? Thanks! Best, Dustin Merrick, MA, RPA, Archaeologist/Project Manager Rincon Consultants, Inc. 805-762-4064 Direct 805-644-4455 Main dmerrick@rinconconsultants.com From: Nelson, Brian <BNelson@slocity.org> Sent: Friday, September 16, 2022 10:24 AM To: Shawn Decker <sdecker@rinconconsultants.com>; Chris Bersbach <cbersbach@rinconconsultants.com> Cc: Dustin Merrick <dmerrick@rinconconsultants.com>; McKay, Lief I. <limckay@rrmdesign.com> Subject: [EXT] Cultural Arts District Parking Structure - Phase 1A CAUTION: This email originated from outside of Rincon Consultants. Be cautious before clicking on any links, or opening any attachments, until you are confident that the content is safe . Chris/Shawn, Attached is the bid documents for Phase 1A of the CADPS. The bid opening has been delayed by addendum until next week. 195 Please review for the attached scope of the project. Note that the Phase 1A Mitigation and Monitoring plan is included in the specifications as Appendix C. Contractor compliance is required per bid item #19. Let me know if you have any questions. Thanks, Brian Nelson Deputy Director of Public Works / City Engineer Public Works 919 Palm Street, San Luis Obispo, CA 93401-3218 E BNelson@slocity.org T 805.781.7113 slocity.org Stay connected with the City by signing up for e-notifications DRAFTPurchase Order 612578 Order Date 02-MAY-2022 Change Order 3 Change Order Date 11-OCT-2022 Revision 1 Ordered 114,753.00 USD Order Amount Before Change 47,518.00 USD Net Order Amount Changed 67,235.00 USD INCLUDE PURCHASE ORDER NUMBER ON ALL INVOICES & CORRESPONDENCE SEND ALL INVOICES TO AP@SLOCITY.ORG INCLUDE DELIVER TO CITY STAFF CONTACT NAME ON ALL INVOICES Sold To City of San Luis Obispo 990 Palm Street SAN LUIS OBISPO, CA 93401 Supplier Rincon Consultants Inc 180 N Ashwood Ave VENTURA , CA 93003 Bill To City of San Luis Obispo 990 Palm Street SAN LUIS OBISPO, CA 93401SAN LUIS OBISPO UNITED STATES Ship To 919 Palm Street SAN LUIS OBISPO, CA 93401SAN LUIS OBISPO UNITED STATES Notes USD = US Dollar Quote for Environmental Services for the Cultural Arts District Parking Structure as per attached agreement Customer Account Number Supplier Number Payment Terms Freight Terms FOB Shipping Method 440670 Net 30 Destination Confirm To Deliver To Contact Keana Viss Brian Nelson Line Item Price Quantity UOM Ordered Taxable 1 Environmental Services for the Cultural Arts District Parking Structure 114,753.00 Promised 114,753.00 05/03/2022 Requested 05/04/2022 Requested and Promised Dates correspond to the date of arrival at the Ship-to Location. Line Total 114,753.00 Total 114,753.00 1 DRAFTPurchase Order 612578 Change Order 3 2 DRAFTPurchase Order 612578 Proprietary and Confidential Contract Terms and Conditions Purchase Order Terms and Conditions Standard Purchase Order Terms & Conditions 1.Acceptance.By delivering the ordered goods or commencing performance under this Purchase Order,("Order")supplier agrees to the general terms,specifications,and conditions in or referenced by this document.If supplier and The City of San Luis Obispo ("City")have entered into a contract outside of this Order,the terms and conditions set forth in the contract shall prevail.Supplier's additional or different terms and conditions are expressly excluded from this Order and the City does not agree to such terms or conditions,unless such agreement is made expressly,in writing by the City's authorized representative,or a contract has been signed outside of this Order between the Supplier and The City. 2.Business License &Tax.Supplier must have a valid City of San Luis Obispo business tax certificate prior to the execution of the contract.Additional information regarding the City's business tax program may be obtained by calling (805)781-7134. 3.Abilityto Perform.Supplier warrants that it possesses,or has arranged through subcontracts,all capital and other equipment,labor, materials,and licenses necessary to carry out and complete the work hereunder in compliance with any and all federal,state,county,city, and special district laws,ordinances,and regulations. 4.Warranties.Supplier warrants that all goods delivered will be free from defects in workmanship,material,and manufacture;are new (not refurbished or reconditioned)unless otherwise stated in this Order;are of merchantable quality and fit for the purpose intended by the City to the extent that purpose has been disclosed to Supplier;complies with the requirements of this Order;and complies with all applicable laws and regulations.Supplier also warrants that all services performed under this Order shall be rendered in a good and workmanlike manner by skilled personnel in compliance with all applicable laws and regulations. 5.Changes.No change or modification in terms may be made without express authorization,in writing by the City's authorized representative. 6.Delivery.Supplier agrees that time is of the essence to delivery and any other performance required under this Order.No charge for delivery,parcel post,packing,cartage,insurance,license fees,permits,or any other purpose will be paid by the City unless it is expressly included on the face of this Order.Supplier must arrange for the lowest-cost transportation and prepay and add freight to its invoice.If delivery is made by a carrier,an itemized delivery ticket must be attached to the outside of the package.Each container or package must be marked with the Order number. 7.Laws to be Observed.Supplier shall keep itself fully informed of and shall observe and comply with all applicable state and federal laws and county and City of San Luis Obispo ordinances,regulations and adopted codes during its performance of the work. 8.Paymentof Taxes.The contract prices shall include full compensation for all taxes that Supplier is required to pay. 9.Permits and Licenses.Supplier shall procure all permits and licenses,pay all charges and fees,and give all notices necessary. 10.Safety Provisions.Supplier shall conform to the rules and regulations pertaining to safety established by OSHA and the California Division of Industrial Safety Public and Employee Safety.Whenever Supplier's operations create a condition hazardous to the public or City employees,it shall,at its expense and without cost to the City,furnish,erect and maintain such fences,temporary railings,barricades, lights,signs and other devices and take such other protective measures as are necessary to prevent accidents or damage or injury to the public and employees. 11.Preservation of City Property.Supplier shall provide and install suitable safeguards,approved by the City,to protect City property from injury or damage.If City property is injured or damaged as a result of Supplier's operations,it shall be replaced or restored at Supplier's expense.The facilities shall be replaced or restored to a condition as good as when the Supplier began work 12.ImmigrationAct of 1986.Supplier warrants on behalf of itself and all sub-suppliers engaged for the performance of this work that only persons authorized to work in the United States pursuant to the Immigration Reform and Control Act of 1986 and other applicable laws shall be employed in the performance of the work hereunder. 13.Supplier Non-Discrimination.In the performance of this work,Supplier agrees that it will not engage in,nor permit such sub-suppliers as it may employ,to engage in discrimination in the employment of persons because of age,race,color,sex,national origin or ancestry, sexual orientation,or religion of such persons. 3 Purchase Order 612578 Proprietary and Confidential 14.Work Delays.Should Supplier be obstructed or delayed in the work required to be done hereunder by changes in the work or by any default,act,or omission of the City,or by strikes,fire,earthquake,or any other Act of God,or by the inability to obtain materials,equipment, or labor due to federal government restrictions arising out of defense or war programs,then the time of completion may,at the City's sole option,be extended for such periods as may be agreed upon by the City and the Supplier. 15.PaymentTerms.The City's payment terms are 30 days from the receipt of an original invoice and acceptance by the City of the services provided by Supplier (Net 30). 16.Inspection.Supplier shall furnish City with every reasonable opportunity for City to ascertain that the services of Supplier are being performed in accordance with the requirements and intentions of this contract.All work done and all materials furnished,if any,shall be subject to the City's inspection and approval.The inspection of such work shall not relieve Supplier of any of its obligations to fulfill its contract requirements. 17.Audit.The City shall have the option of inspecting and/or auditing all records and other written materials used by Supplier in preparing its invoices to City as a condition precedent to any payment to Supplier. 18.Interestsof Supplier.Supplier covenants that it presently has no interest,and shall not acquire any interest direct or indirect or otherwise,which would conflict in any manner or degree with the performance of the work hereunder.Supplier further covenants that,in the performance of this work,no sub-Supplier or person having such an interest shall be employed.Supplier certifies that no one who has or will have any financial interest in performing this work is an officer or employee of the City.It is hereby expressly agreed that,in the performance of the work hereunder,Supplier shall at all times be deemed an independent Supplier and not an agent or employee of the City. 19.Hold Harmless and Indemnification. (a)Non-design,non-construction Professional Services:To the fullest extent permitted by law (including,but not limited to California Civil Code Sections 2782 and 2782.8),Consultant shall indemnify,defend,and hold harmless the City,and its elected officials,officers, employees,volunteers,and agents ("City Indemnitees"),from and against any and all causes of action,claims,liabilities,obligations, judgments,or damages,including reasonable legal counsels'fees and costs of litigation ("claims"),arising out of the Consultant's performance or Consultant's failure to perform its obligations under this Agreement or out of the operations conducted by Consultant, including the City's active or passive negligence,except for such loss or damage arising from the sole negligence or willful misconduct of the City.In the event the City Indemnitees are made a party to any action,lawsuit,or other adversarial proceeding arising from Consultant's performance of this Agreement,the Consultant shall provide a defense to the City Indemnitees or at the City's option,reimburse the City Indemnitees their costs of defense,including reasonable legal fees,incurred in defense of such claims. (b)Non-design,construction Professional Services:To the extent the Scope of Services involve a "construction contract"as that phrase is used in Civil Code Section 2783,this paragraph shall apply in place of paragraph A.To the fullest extent permitted by law (including,but not limited to California Civil Code Sections 2782 and 2782.8),Consultant shall indemnify,defend,and hold harmless the City,and its elected officials,officers,employees,volunteers,and agents ("City Indemnitees"),from and against any and all causes of action,claims, liabilities,obligations,judgments,or damages,including reasonable legal counsels'fees and costs of litigation ("claims"),arising out of the Consultant's performance or Consultant's failure to perform its obligations under this Agreement or out of the operations conducted by Consultant,except for such loss or damage arising from the active negligence,sole negligence or willful misconduct of the City.In the event the City Indemnitees are made a party to any action,lawsuit,or other adversarial proceeding arising from Consultant's performance of this Agreement,the Consultant shall provide a defense to the City Indemnitees or at the City's option,reimburse the City Indemnitees their costs of defense,including reasonable legal fees,incurred in defense of such claims. (c)Design Professional Services:In the event Consultant is a "design professional",and the Scope of Services require Consultant to provide "design professional services"as those phrases are used in Civil Code Section 2782.8,this paragraph shall apply in place of paragraphs A or B.To the fullest extent permitted by law (including,but not limited to California Civil Code Sections 2782 and 2782.8) Consultant shall indemnify,defend and hold harmless the City and its elected officials,officers,employees,volunteers and agents ("City Indemnitees"),from and against all claims,damages,injuries,losses,and expenses including costs,attorney fees,expert consultant and expert witness fees arising out of,pertaining to or relating to,the negligence,recklessness or willful misconduct of Consultant,except to the extent caused by the sole negligence,active negligence or willful misconduct of the City.Negligence,recklessness or willful misconduct of any subcontractor employed by Consultant shall be conclusively deemed to be the negligence,recklessness or willful misconduct of Consultant unless adequately corrected by Consultant.In the event the City Indemnitees are made a party to any action,lawsuit,or other adversarial proceeding arising from Consultant's performance of this Agreement,the Consultant shall provide a defense to the City Indemnitees or at the City's option,reimburse the City Indemnitees their costs of defense,including reasonable legal fees,incurred in defense of such claims.In no event shall the cost to defend charged to Consultant under this paragraph exceed Consultant's proportionate percentage of fault.However,notwithstanding the previous sentence,in the event one or more defendants are unable to pay its share of defense costs due to bankruptcy or dissolution of the business,Consultant shall meet and confer with other parties regarding unpaid defense costs. (d)The review,acceptance or approval of the Consultant's work or work product by any indemnified party shall not affect,relieve or reduce the Consultant's indemnification or defense obligations.This Section survives completion of the services or the termination of this contract. The provisions of this Section are not limited by and do not affect the provisions of this contract relating to insurance. 4 Purchase Order 612578 Proprietary and Confidential 20.Contract Assignment.Supplier shall not assign,transfer,convey or otherwise dispose of the contract,or its right,title or interest,or its power to execute such a contract to any individual or business entity of any kind without the previous written consent of the City. 21.Termination for Convenience.The City may terminate all or part of this Agreement for any or no reason at any time by giving 30 days written notice to Contractor.Should the City terminate this Agreement for convenience,the City shall be liable as follows:(a)for standard or off-the-shelf products,a reasonable restocking charge not to exceed ten (10)percent of the total purchase price;(b)for custom products, the less of a reasonable price for the raw materials,components work in progress and any finished units on hand or the price per unit reflected on this Agreement.For termination of any services pursuant to this Agreement,the City's liability will be the lesser of a reasonable price for the services rendered prior to termination,or the price for the services reflected on this Agreement.Upon termination notice from the City,Contractor must,unless otherwise directed,cease work and follow the City's directions as to work in progress and finished goods. 22.Termination.If during the term of the contract,the City determines that the Contractor is not faithfully abiding by any term or condition contained herein,the City may notify the Contractor in writing of such defect or failure to perform.This notice must give the Contractor a 10 (ten)calendar day notice of time thereafter in which to perform said work or cure the deficiency.If the Contractor has not performed the work or cured the deficiency within the ten days specified in the notice,such shall constitute a breach of the contract and the City may terminate the contract immediately by written notice to the Contractor to said effect.Thereafter,neither party shall have any further duties, obligations,responsibilities,or rights under the contract except,however,any and all obligations of the Contractor's surety shall remain in full force and effect,and shall not be extinguished,reduced,or in any manner waived by the terminations thereof.In said event,the Contractor shall be entitled to the reasonable value of its services performed from the beginning date in which the breach occurs up to the day it received the City's Notice of Termination,minus any offset from such payment representing the City's damages from such breach." Reasonable value"includes fees or charges for goods or services as of the last milestone or task satisfactorily delivered or completed by the Contractor as may be set forth in the Agreement payment schedule;compensation for any other work,services or goods performed or provided by the Contractor shall be based solely on the City's assessment of the value of the work-in-progress in completing the overall work scope.The City reserves the right to delay any such payment until completion or confirmed abandonment of the project,as may be determined in the City's sole discretion,so as to permit a full and complete accounting of costs.In no event,however,shall the Contractor be entitled to receive in excess of the compensation quoted in its proposal. 23.Ownership of Materials.All original drawings,plan documents and other materials prepared by or in possession of Supplier as part of the work or services under these specifications shall become the permanent property of the City,and shall be delivered to the City upon demand. 24.Release of Reports and Information.Any reports,information,data,or other material is given to,prepared by or assembled by Supplier as part of the work or services under these specifications shall be the property of City,and shall not be made available to any individual or organization by Supplier without the prior written approval of the City. 25.Copies of Reports and Information.If the City requests additional copies of reports,drawings,specifications,or any other material in addition to what Supplier is required to furnish in limited quantities as part of the work or services under these specifications,Supplier shall provide such additional copies as are requested,and City shall compensate Supplier for the costs of duplicating of such copies at the Supplier's direct expense. 26.Insurance.Supplier shall procure and maintain for the duration of the Order insurance that is sufficient in scope and amount to permit Supplier to pay in the ordinary course of business against claims for injuries to persons or damages to property that may arise from or in connection with the performance of the work hereunder by Supplier,its agents,representatives,employees or sub-contractors.Supplier will maintain Workers Compensation insurance at statutory levels covering all employees who perform work under this Order. Additional Public Works Construction Purchase Order Terms & Conditions 1.Compensation for Authorized Additional Expenses.To receive compensation for additional expenses outside the scope of the project work,the Supplier shall obtain prior written authoriza-tion from the City to incur those expenses.Compensa-tion for these addition-al expenses shall include time and materials. 2.Payment Terms.The supplier may request one progress payment each month for work satisfactorily completed and accepted by the City.The City shall issue payment within 30 days.The City shall withhold 10 percent of each progress payment as retention to ensure resolution of any stop notices or liens.The City shall release this retention 35 days after filing a notice of completion. 3.Faithful Performance Bond.The supplier shall furnish a surety bond in the amount of 125 percent of the contract price guaranteeing the faithful performance of the contract,including any attorney's fees or other collection costs. 4.Work in the Right-of-Way or on City Property.For work on City managed property,the supplier/consultant shall obtain a no-fee encroachment permit.A Traffic Control Plan and Water Pollution Control Plan shall be submitted and approved prior to issuance of the permit unless determined by the City not to be required. 5.Prevailing Wage.The supplier and any subcontractors are required to pay prevailing wage and must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code. 5 Purchase Order 612578 Proprietary and Confidential 6.Insurance.The supplier shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or dam-ages to property which may arise from or in connection with the performance of the work hereunder by the supplier,its agents, representatives,employees or subs. Minimum Scope of Insurance.Coverage shall be at least as broad as: a.Insurance Services Office Commercial General Liability coverage (occurrence form CG 20 10 Prior to 1993 or CG 20 10 07 04 with CG 20 37 10 01 or the exact equivalent as determined by the City). b.Insurance Services Office form number CA 0001 (Ed.1/87)covering Automobile Liability,code 1 (any auto). c.Workers'Compensation insurance as required by the State of California and Employer's Liability Insurance. Minimum Limits of Insurance.The supplier shall maintain limits no less than: a.General Liability:$1,000,000 per occurrence for bodily injury,personal injury and property damage.If Commercial General Liability or other forms with a general aggregate limit is used,either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b.Automobile Liability:$1,000,000 per accident for bodily injury and property damage. c.Employer's Liability:$1,000,000 per accident for bodily injury or disease. d.Deductibles and Self-Insured Retentions.Any deductibles or self-insured retentions must be declared to and approved by the City.At the option of the City,either:the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City,its officers, officials,employees,and volunteers;or the supplier shall procure a bond guaranteeing payment of losses and related investigations,claim administration and defense expenses. Other Insurance Provisions.The general liability and automobile liability policies are to contain,or be endorsed to contain,the following provi-sions: a.The City,its officers,officials,employees,agents,and volunteers are to be covered as insureds as respects:liability arising out of activities performed by or on behalf of the supplier;products and completed operations of the supplier;premises owned,occupied or used by the supplier;or automobiles owned leased,hired or borrowed by the supplier.The coverage shall contain no special limitations on the scope of protection afforded to the City,its officers,officials,employees,agents or volunteers. b.For any claims related to this project,the supplier's insurance coverage shall be primary insurance as respects the City,its officers, officials,employees,agents,and volunteers.Any insur-ance or self-insurance maintained by the City,its officers,offi-cials,employees, agents or volunteers shall be excess of the supplier's insurance and shall not contribute with it. c.Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the City,its officers,officials,employees,agents or volunteers. d.The supplier's insurance shall apply separately to each insured against whom claim is made or suit is brought,except with respect to the limits of the insurer's liability. e.Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended,voided,canceled by either party,reduced in coverage or in limits except after thirty (30)days'prior written notice by certified mail,return receipt requested,has been given to the City. Acceptability of Insurers.Insurance is to be placed with insurers with a current A.M.Best's rating of no less than A:VII. Verification of Coverage.The supplier shall furnish the City with a certificate of insurance showing required coverage.Original endorse- ments affecting general liability and automobile liability coverage are also required by this clause.The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf.All endorsements are to be received and approved by the City before work commences. Subcontractors.The supplier shall include all subcontractors as insured under its policies or shall furnish separate certifi-cates and endorsements for each subcontractor.All coverages for subcontractors shall be subject to all of the requirements stated herein. 6