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20250424 Laurel april 2023 to august 2023
1 From:Chuck Braff <chuck@westpacinv.com> Sent:Tuesday, August 1, 2023 9:11 AM To:Nelson, Trevor Cc:Don Gross; Travis Dunn; Hutchinson, Julianna; Maggio, Rodger Subject:Re: Unpermitted high-piled storage This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Received. I have reached out to Empire Electric and will get aback to you shortly. Thank you Trevor. Chuck Braff M: 310.990.6897 On Aug 1, 2023, at 8:57 AM, Nelson, Trevor <tnelson@slocity.org> wrote: Chuck, On a recent site visit, I noticed Cole Electric has been using storage racks in the unoccupied area of the warehouse at 1150 Laurel Ln for various inventory. Per CA Bldg Code 105.2, a building permit is required for any racks over 5’9” in height and per CA Fire Code 105.5.24, an operational permit is required for more than 500 sf of high-piled combustible storage over 12-ft in height. Please let me know if Cole Electric would like to permit the racks as is or please disassemble and remove by end of week. If they decide to go the permit route, please have them immediately remove any inventory stored over 12-ft until an operational permit is reviewed and approved by the Fire Dept. I have copied the Fire Dept in case they have additional concerns for any further action. Thank you, Trevor Nelson Supervising Building Inspector <image001.png> Community Development 919 Palm St, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 C 805.431.7160 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications 1 From:Chuck Braff <chuck@westpacinv.com> Sent:Monday, July 31, 2023 3:22 PM To:building Cc:Nichols, Vanessa; Heather Wiebe; Anderson, Kyle; Ben Gulstad; Michaela Denny; Jim Henahan Subject:Re: FIRE-1268-2023 Resubmittal Attachments:FIRE-1268-2023 PERMIT TO BE SIGNED.pdf We can come by and pick up tomorrow at 11am. Here is the signed permit card. Chuck Braff M: 310.990.6897 On Jul 27, 2023, at 3:25 PM, building <building@slocity.org> wrote: Good afternoon, Attached is the permit to be signed. Please sign and send us a copy for our records. Once signed, we can issue your permit. If you prefer to have permit and permit documents mailed to you, please provide an address. Otherwise, we will have them ready to pickup during our open counter hours. If you would like to make an appointment to pick them up on Friday, please reach out and we can facilitate that. Counter Hours: Monday & Wednesday 1:00pm – 4:00pm Tuesday & Thursday 9:00am – 12:00 pm Friday – Closed (by appointment only) Thank you, Erin Stanley Permit Technician I <image001.png> Community Development E EStanley@slocity.org T 805.781.7159 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, July 26, 2023 4:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; building <building@slocity.org>; Anderson, Kyle <kanderso@slocity.org>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: Re: FIRE-1268-2023 Resubmittal 2 This has been paid. Chuck Braff M: 310.990.6897 On Jul 26, 2023, at 10:57 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, Attached you will find the invoice for fee owed for the above referenced permit. This can be paid online by following this link https://infoslo.slocity.org/EnerGov_Prod/selfservice#/home and clicking on Pay Invoices on the top menu bar. Please let us know when the fees have been paid and we will get the permit issued and emailed over for signature. Let me know if you have any questions. Thank you. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, July 26, 2023 10:49 AM To: Heather Wiebe <heather@arris-studio.com> Cc: building <building@slocity.org>; Anderson, Kyle <kanderso@slocity.org>; Nichols, Vanessa <vnichols@slocity.org>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: Re: FIRE-1268-2023 Resubmittal Vanessa/ Nicole- Can we please get the invoice so we can pay and pull this permit? Thank you, Chuck Braff M: 310.990.6897 On Jul 14, 2023, at 3:05 PM, Heather Wiebe <heather@arris-studio.com> wrote: Hi Nicole, Great news! We will look forward to receiving fees on Monday. Have a nice weekend! Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 3 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: building <building@slocity.org> Sent: Friday, July 14, 2023 2:59 PM To: Heather Wiebe <heather@arris-studio.com>; Anderson, Kyle <kanderso@slocity.org>; Nichols, Vanessa <vnichols@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hello, All reviewers have approved! When Vanessa is in on Monday we w ill send over the invoice. It doesn’t appear that the fees have been finalized yet. Thank you, Nicole Young Permit Technician II <image001.png> Community Development E nyoung@slocity.org T 805.781.7101 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Tuesday, July 11, 2023 4:07 PM To: Anderson, Kyle <kanderso@slocity.org>; building <building@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hi Kyle, Thank you for your review! Nicole, Please let me know what else you need from us to process this permit. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Anderson, Kyle <kanderso@slocity.org> Sent: Tuesday, July 11, 2023 3:21 PM To: Heather Wiebe <heather@arris-studio.com> 4 Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hi Heather, I apologize for just getting back to you. I was out of the office and am just getting caught back up on everything. I reviewed the plans and they look good, so I have cleared my comments. Thanks, Kyle Anderson, P.E. Utilities Engineer <image001.png> Public Utilities E kanderso@slocity.org T 805.781.7208 C 805.748.6392 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, July 10, 2023 2:30 PM To: Anderson, Kyle <kanderso@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: FIRE-1268-2023 Resubmittal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Kyle, We wanted to check in on the FIRE-1268-2023 Resubmittal and see if you need further information from us during your review. Fire has approved the resubmittal and wanted to see if Utilities has any further comments. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com <Invoice - FIRE-1268-2023.pdf> <FIRE-1268-2023 PERMIT TO BE SIGNED.pdf> BUILDING PERMIT Underground/Hydrant FIRE-1268-2023 Issuance Date: 7/27/2023Building & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 004-962-034Project Address:1150 Laurel Ln Assessor's Parcel Number: Unit or Suite(s): 0.00Square Footage: Legal Description:REPLACEMENT OF THE FIRE LINE LOOP ON THE LAUREL CREEK SIDE Project Description: Owner: LAUREL CREEK LP A CA LTD PTP 2022Code Year:Stories : Fire Sprinklers:Motel Rooms:Dwelling Units: 0.00 Census:437 - Commercial Alteration or Addition Construction Type: Occupancy: Valuation Group Type Sq. Ft Factor Valuation Fees Fee AmountFee Name IT Surcharge $23.52 Fire Sprinkler Systems - Tenant Consolidated $771.21 Total Fees:$794.73 Payments Date Receipt #Amount 7/26/23 $794.73 40,135-07-26-2023 Total Paid:$794.73 Contact Name Account BalanceTotal DebitsAccount Name Status Total Credits Plan Check Account Payment by Contact Total Account Balance: Balance Due:$0.00 DocuSign Envelope ID: A94378E2-6A10-446B-8BEE-C70CE83BEAF0 Legal Declarations #2 IDENTIFY WHO WILL PERFORM THE WORK 2b – OWNER-BUILDER’S DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors’ State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors’ State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors’ State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors’ State License Law). By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law is available upon request or athttp://www.leginfo.ca.gov/calaw.html. #3 IDENTIFY WORKERS’ COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers’ compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in section 3706 of the labor code, interest, and attorney’s fees. I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if I should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am the Property Owner. Signature of Contractor, Authorized Agent or Owner Date July 27, 2023 DocuSign Envelope ID: A94378E2-6A10-446B-8BEE-C70CE83BEAF0 1 From:Nichols, Vanessa Sent:Friday, July 28, 2023 3:37 PM To:Michaela Denny Cc:Chuck Braff; Travis Dunn; building Subject:RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Hi, Was the new 2” water meter shown on the plans associated with BLDG-1885-2020 permit? Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Michaela Denny <michaela@westpacinv.com> Sent: Thursday, July 27, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com>; building <building@slocity.org> Subject: RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Vanessa, Following up on this for the 2” meter. Please send us a work order and invoice so we can schedule the installation in the field. Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Michaela Denny Sent: Wednesday, July 26, 2023 9:11 AM To: Nichols, Vanessa Cc: Chuck Braff; Travis Dunn; building Subject: RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Vanessa, Can we revise this work order to include a 2” Commercial meter as well? Michaela Denny Smith and Company Project Manager M: 760.468.5776 2 From: Nichols, Vanessa <vnichols@slocity.org> Sent: Wednesday, June 28, 2023 12:55:31 PM To: Michaela Denny <michaela@westpacinv.com> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com>; building <building@slocity.org> Subject: RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Hi, Attached you will find the work order for the new water meter for this project. Let me know if you have any questions or if I can be of an additional assistance. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: building <building@slocity.org> Sent: Wednesday, June 28, 2023 10:31 AM To: Nichols, Vanessa <vnichols@slocity.org> Subject: FW: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Work Order for Laurel Creek Apts Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 27, 2023 3:08 PM To: building <building@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com> Subject: BLDG-1885-2020 Laurel Creek Apartments - Water Meters This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. 3 Good Afternoon, Reaching out to obtain utility work orders for the new 2” and 6” waterlines that we are installing on the frontage of 1150 Laurel Lane per BLDG-1885-2020 & PM SLO-19-0114. Our underground subcontractor will be starting the street improvements tomorrow under the encroachment that we have with public works. I’ve been told that Building will supply the work order and then public works will coordinate the installation of these water meters. Let me know if there is anything you need from me to get these work orders processed. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 1 From:Christopher Waud <chris@ironhorselawgroup.com> Sent:Friday, July 28, 2023 3:56 PM To:Symens, Sadie; Chuck Braff Cc:Cristi Fry Subject:RE: 1150 Laurel documents Attachments:Laurel.P1.Ease 04.docx Here you go! Thanks, Chris Christopher C.M. Waud, Esq. Ironhorse Law Group, PC 2121 North California Blvd., Suite 290 Walnut Creek, CA 94596 Chris@ironhorselawgroup.com T: (925) 979-8246 (direct) T: (925) 399-6108 (main) F: (925) 215-8427 ************************************************* This email may contain privileged or confidential information. If this email was sent to you in error, please reply to advise the sender and then immediately delete this message. From: Symens, Sadie <ssymens@slocity.org> Sent: Friday, July 28, 2023 15:50 To: Chuck Braff <chuck@westpacinv.com> Cc: Christopher Waud <chris@ironhorselawgroup.com>; Cristi Fry <cristi@coast-inc.com> Subject: RE: 1150 Laurel documents Hello, If someone can send me a Word version of the latest JUAs, I can propose redlined language for my suggestions. I expected to hear back from Utilities already, but have not, so I will have to independently research whether a sewer lateral agreement is necessary. From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, July 28, 2023 3:45 PM To: Symens, Sadie <ssymens@slocity.org> Cc: Chris Waud <Chris@ironhorselawgroup.com>; Cristi Fry <cristi@coast-inc.com> Subject: Re: 1150 Laurel documents Sadie- What exactly are you looking for in terms of a reference in the JUA- Shared parking Reciprocal easement We can do this right away. When do you expect final comments from utilities? 2 Chuck 310.990.6897 Sent from my iPhone. On Jul 12, 2023, at 2:37 PM, Symens, Sadie <ssymens@slocity.org> wrote: Hello Cristi, Thank you for providing this information. I’ve reviewed the draft JUA, title report, and conditions for approval to ensure that the draft JUA addresses, to the extent necessary, the requirements of the COA and any present or future action by the bound parties which would require City review or approval. One question I would like answered before I finalize my feedback is about the statement on the COA matrix that no CC&Rs or POA is required. Can you provide some background about how the parties came to that agreement? The staff currently working on this are new to the project, so any information you have is greatly appreciated. Thank you! Best, Sadie Symens pronouns she/her/hers Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png> <image003.png> <image004.png> Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney- client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Cristi Fry <cristi@coast-inc.com> Sent: Friday, June 30, 2023 3:21 PM To: Symens, Sadie <ssymens@slocity.org> Cc: La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Re: 1150 Laurel documents 3 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sadie, Thanks for your patience! Please find attached items for your review: Draft Joint Use Agreement Updated Prelim Title report dated 6/2/23 COA matrix with status updates Latest Draft of the subdivision map You and Christine please have a safe and fun filled 4th of July weekend! Cristi Cristi E. Fry, PE, PLS Principal Surveyor/Engineer COAST Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com www.coast-inc.com phone: 805-242-6365 ext. 55 (forwards to cell) Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. On Wed, Jun 21, 2023 at 4:08 PM Symens, Sadie <ssymens@slocity.org> wrote: Hello again, Just checking in to request these documents again. Thank you. 4 Sadie Symens pronouns she/her/hers Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png> <image003.png> <image004.png> Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Symens, Sadie Sent: Thursday, May 25, 2023 9:57 AM To: 'cristi@coast-inc.com' <cristi@coast-inc.com> Subject: 1150 Laurel documents Hello Cristi, Thank you for taking the time to chat with us yesterday about the Laurel project. Could you please send over the subdivision approval agreement? Thank you. Sincerely, Sadie Symens pronouns she/her/hers Deputy City Attorney 5 <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png> <image003.png> <image004.png> Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. THIS DECLARATION OF RECIPROCAL EASEMENTS, JOINT USE, AND MAINTENANCE (“Declaration”) is made by LAUREL CREEK, LP, a California limited partnership, (“Declarant”). 1. REAL PROPERTY OWNED BY DECLARANT: Declarant is the owner of all that certain real property and Improvements thereon located in the City of San Luis Obispo, County of San Luis Obispo, State of California, described as Parcels 1 through 9, inclusive, as shown on Parcel Map SLO 21-0007, filed for record on , in Book of Parcel Maps at Page , et seq., in the Official Records of the County of San Luis Obispo, State of California, and all Improvements situated thereon. 2. PURPOSE AND APPLICABILITY: A multistory building is constructed on Parcels 1 through 9, inclusive, as shown on the Map, as a single integrated structure (“Building”). This Declaration provides for the joint use, operation, maintenance, repair, and replacement of the various shared portions of the Building, and of certain Improvements constructed on Parcels 1 through 9, inclusive, that must be jointly used, operated, maintained, repaired, and replaced. Declarant hereby declares that the Project and all Improvements thereon are subject to the provisions of this Declaration. The Project shall be held, conveyed, hypothecated, encumbered, leased, rented, used, occupied, and improved subject to the terms and provisions of this Declaration. All such terms and provisions are declared to be in furtherance of the plan for the subdivision, improvement, and sale of the Project. All of the limitations, easements, uses, obligations, covenants, conditions, and restrictions stated in this Declaration shall run with the Project and shall inure to the benefit of and be binding on all Owners and all other parties having or acquiring any right, title or interest in any part of the Project. This Declaration shall not be interpreted to establish a “Common Interest Development,” as that term is defined in California Civil Code Section 4100, et seq. (or any successor statute), and the Project shall not be subject to the Davis-Stirling Common Interest Development Act. 3. DEFINED TERMS: Unless otherwise defined herein or unless the context clearly requires a different meaning, the terms used in this Declaration shall have the meanings specified in this Paragraph. (a) The term “Building” shall mean the multistory commercial and residential building constructed on Parcels 1 through 9, inclusive, as shown on the Map. (b) The term “Declarant” shall mean Laurel Creek, LP, a California limited partnership, and its successors and assigns. RECORDED AT THE REQUEST OF: WHEN RECORDED RETURN TO: Laurel Creek, LP c/o WestPac Companies Attn. Patrick N. Smith 503 Bath Street Santa Barbara, CA 93101 SPACE ABOVE THIS LINE FOR RECORDER’S USE DECLARATION OF RECIPROCAL EASEMENTS, JOINT USE, AND MAINTENANCE (c) The term “Improvement” shall mean anything constructed, installed, or planted on real property, including but not limited to buildings, streets, fences, walls, paving, pipes, wires, grading, landscaping, and other works of improvement as defined in California Civil Code Section 8050, excluding only those Improvements or portions thereof which are dedicated to the public or a public or quasi-public entity or utility company, and accepted for maintenance by the public, such entity, or utility company. (d) The term “Map” shall mean Parcel Map SLO 21-0007, filed for record on , in Book of Parcel Maps at Page , et seq., in the Official Records of the County of San Luis Obispo, State of California. (e) The term “Owner” shall mean the holder of record fee title to a Parcel, including Declarant as to each Parcel owned by Declarant. If more than one person owns a single Parcel, then the term “Owner” shall mean all owners in fee title of that Parcel. The term “Owner” shall also mean a contract purchaser (vendee) under an installment land contract but shall exclude the contract vendor and any person having an interest in a Parcel merely as security for performance of an obligation. (f) The term “Parcel” shall mean each of Parcels 1 through 9, inclusive, as shown on the Map. (g) The term “Project” shall collectively mean (i) the Building, (ii) each of Parcels 1 through 9, inclusive, as shown on the Map, and (iii) all Improvements situated thereon or therein. (h) The term “Separate Facilities” shall mean those Improvements which solely serve a single Parcel, wherever located. (i) The term “Shared Facilities” shall collectively mean the Bathrooms, Bike Storage, Electrical Rooms, Elevators, Fire Suppression, Mail Room, Maintenance and Low Voltage Closets, Telecom Room, Utility Closets, Asphalt and Paving, Exterior Lighting, Frontage, Landscaping, Monumentation, Parcel 1 Access, Recycled Water, Stormwater Improvements, Trash, Utilities, and Water Meter. (1) The term “Bathrooms” shall collectively mean the bathrooms situated on Parcel 4, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (2) The term “Bike Storage” shall collectively mean (i) the bicycle storage room located on Parcel 1, serving Parcels 1 through 9, inclusive, (ii) the bicycle storage room located on Parcel 6, serving Parcels 6 and 8, and (iii) all Improvements associated therewith, excepting any Utilities. (3) The term “Electrical Rooms” shall collectively mean (i) the electrical equipment rooms situated on Parcel 1, serving Parcels 1 through 9, inclusive, (ii) the electrical equipment room situated on Parcel 4, serving Parcels 1 through 9, inclusive, and (iii) all Improvements associated therewith, excepting any Utilities. (4) The term “Elevators” shall collectively mean (i) the elevators situated on Parcel 1, serving Parcels 5, 7, and 9, (ii) the elevator rooms situated on Parcels 4 and 9, serving Parcels 5, 7, and 9, and (iii) all Improvements associated therewith, excepting any Utilities. (5) The term “Fire Suppression” shall collectively mean those portions of the fire suppression system serving Parcels 1 through 9, inclusive, wherever located, including but not limited to the fire risers, pumps, and pump house(s) located on Parcel 1, and all Improvements associated therewith, excepting any Utilities. (6) The term “Mail Room” shall mean the mail room situated on Parcel 4, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (7) The term “Maintenance and Low Voltage Closets” shall collectively mean the maintenance closets and the low voltage closets situated on Parcels 1, 5, 7, and 9, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (8) The term “Telecom Room” shall mean the telecommunications equipment and minimum point of entry (MPOE) room situated on Parcel 1, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (9) The term “Utility Closets” shall collectively mean the utility closets situated on Parcels 1 and 7, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (10) The term “Asphalt and Paving” shall mean the paved asphalt and concrete surfaces situated on Parcel 1, and serving Parcels 1 through 9, inclusive. (11) The term “Exterior Lighting” shall collectively mean the lights, bulbs, circuits, and fixtures providing exterior lighting for the Project, wherever located, and all Improvements associated therewith, excepting any Utilities. (12) The term “Frontage” shall mean those portions of Parcel 1 which are adjacent to Laurel Lane. (13) The term “Landscaping” shall mean the landscaping situated on Parcel 1, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (14) The term “Monumentation” shall collectively mean (i) the Project monumentation situated on Parcel 1, (ii) the signage for the Project, and (iii) all Improvements associated therewith, excepting any Utilities. (15) The term “Parcel 1 Access” shall collectively mean those certain vehicular and pedestrian accessways, pathways, roadways, and walkways that are situated within Parcel 1, serving Parcels 1 through 9, inclusive, and providing access from the Project to Laurel Lane. (16) The term “Recycled Water” shall mean the recycled water system supplying irrigation water for the Landscaping, if any, wherever located, excepting any Utilities. (17) The term “Stormwater Improvements” shall mean all Improvements, stormwater treatment measures, and “best management practices” or “BMP’s” which are intended to function as part of a storm water drainage and quality system serving the Project, wherever located. (18) The term “Trash” shall mean the trash collection receptacles and storage areas serving the Project, wherever located, and all Improvements associated therewith, excepting any Utilities. (19) The term “Utilities” shall mean those portions of the utility lines, pipes, cables (including but not limited to telephone and fiber optics cables), conduits, wires, including the particular utility provided thereby (whether cable or broadcast television, telephone, internet, electricity, gas, domestic water, or sanitary sewer), serving the Project, wherever located. (20) The term “Water Meter” shall mean the domestic water meter located on Parcel 1 and serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. As a point of clarification, it is the sole responsibility of the Owner on which any domestic water submeters are situated, and which serve that Owner’s Parcel, to maintain, operate, read, repair, and replace such submeters. 4. EASEMENTS: The easements and rights specified in this Declaration are hereby created and shall exist whether or not they are also set forth in individual grant deeds to Parcels. By reference to this Declaration, each grant deed to a Parcel shall be deemed to be conveyed with the benefit of and subject to all applicable easements set forth in this Paragraph. Declarant hereby grants to each Owner a non-exclusive right and easement for the use and enjoyment of the Shared Facilities, subject to the provisions of this Declaration. (a) Additional Easements: Notwithstanding anything expressed or implied to the contrary, this Declaration shall be subject to all easements granted by Declarant to install, maintain, operate, repair, replace, and use utilities and drainage facilities necessary or appropriate for the development of the Project. (b) Encroachment: Non-exclusive rights and easements are reserved and granted for the benefit of each Parcel, as dominant tenement, over, under and across each other Parcel, as servient tenement. Such easements shall be for the purposes of encroachment, support, occupancy, and use of such portions of Parcels as shall be encroached upon, used, and occupied by the dominant tenement as a result of any original construction design, accretion, erosion, deterioration, decay, errors in original construction, movement, settlement, shifting, or subsidence of any building or structure or any portion thereof. If any portion of the Project is partially or totally destroyed, the encroachment easement shall exist for any replacement structure which is rebuilt pursuant to the original construction design and which substantially conforms to the legal boundaries shown on the Map. The easement for the encroaching Improvement shall exist for as long as the encroachment exists, provided that no easement for encroachment shall be created due to the willful misconduct of any Owner. (c) Support: Each Owner shall have a non-exclusive right and easement appurtenant to each Parcel, through each Parcel, to support and maintain, operate, repair, and replace the Building and each Parcel. (d) Utilities: Each Owner shall have a non-exclusive right and easement over, under, across, and through the Project, except for those portions of the Project on which a structure is situated, for utility lines, pipes, wires, and conduits installed by Declarant. Additionally, this Declaration and each Parcel shall be subject to all easements granted by Declarant to install, operate, maintain, repair, and replace such utilities necessary or appropriate for the development of the Project. 5. NO CONTRIBUTION: Except as set forth in this Declaration, no Owner will be entitled to charge or assess any other Owner(s) for the right to use the Shared Facilities. 6. SHARED FACILITIES COMMITTEE: All decisions concerning the Shared Facilities shall be made by the Shared Facilities Committee. The Shared Facilities Committee shall consist of one (1) representative from each Owner in record fee title to a Parcel; as a point of clarification, there shall be one (1) representative for each Parcel. Each Shared Facilities Committee member shall serve until that member’s term as a Director expires. If a Shared Facilities Committee member no longer owns a Parcel, then that member will automatically be deemed to have resigned as a Shared Facilities Committee member. If a Shared Facilities Committee member is removed or resigns, the Owner that appointed the member shall appoint another representative to serve as a Shared Facilities Committee member. Each Shared Facilities Committee member shall be entitled to cast one (1) vote. No action or decision of the Shared Facilities Committee shall be binding unless approved by at least six (6) members (out of nine (9) total members) of the Shared Facilities Committee. The Shared Facilities Committee shall have no right or power to adopt any rule or regulation which discriminates between Owners, or between any group(s) of Owners. 7. SHARED FACILITIES COMMITTEE DUTIES : The Shared Facilities Committee is hereby charged with the following responsibilities: (a) Setting the hours and rules for operation and use of the Shared Facilities (“Shared Facilities Rules”); (b) Providing copies of the Shared Facilities Rules to each Owner; (c) Determining the costs of operating, maintaining, repairing, and replacing the Shared Facilities (“Shared Facilities Costs”); (d) Preparing an annual budget that provides for the Shared Facilities Costs; (e) Determining what maintenance, repair, and replacement is necessary, how and when such maintenance, repair, and replacement is to be performed, and to ensure that such maintenance, repair, and replacement is actually performed; (f) Providing each Owner with a written statement as to the proportionate share of the Shared Facilities Costs to be paid by each Owner; (g) Providing each Owner with the budget and allocation of costs in a timely fashion, annually; (h) Depositing funds from each Owner into a separate account under the control of the Shared Facilities Committee; (i) Disbursing funds from such account as needed; and (j) such other actions that may be necessary and/or appropriate in furtherance of the Shared Facilities Committee’s duties set forth in this Declaration. 8. ALLOCATION OF COSTS: The Shared Facilities Costs shall be assessed to each Owner as follows: Each Owner shall be responsible for a proportionate share of the Shared Facilities Costs in an amount equal to a one-ninth (1/9) fraction. 9. OWNER OBLIGATIONS: Each Owner agrees to do the following: (a) Include its proportionate share of the Shared Facilities Costs in its annual budget; (b) Adopt the Shared Facilities Rules and distribute copies to its tenants; (c) Pay the amount(s) required by the Shared Facilities Committee pursuant to this Declaration, to the Shared Facilities Committee, irrespective of whether the Owner is able to collect payment from any tenants the Owner may have; and (d) fully participate in the operation of the Shared Facilities Committee. 10. AMENDMENT: Prior to the conveyance by Declarant of the first Condominium, this Declaration may be amended by Declarant alone. After the conveyance by Declarant of the first Parcel, this Declaration may be amended by the approval of fifty-one percent (51%) of the Owners, with one (1) vote allocated to each Parcel owned in fee title. 11. BINDING: This Declaration is for the benefit of and binding upon all Owners, their respective heirs, legatees, devisees, executors, administrators, guardians, conservators, successors, purchasers, tenants, encumbrancers, donees, grantees, mortgagees, lien holders and assigns. 12. EXHIBITS: All exhibits, if any, attached to this Declaration are incorporated by this reference as though fully set forth herein. 13. SEVERABILITY: The provisions hereof shall be deemed independent and severable, and the validity or enforceability of any one provision will not affect the validity or enforceability of any other provision hereof. 14. APPLICABLE LAW: This Declaration shall be governed by and interpreted in accordance with the laws of the State of California. 15. EFFECTIVE DATE: This Agreement shall be effective immediately upon the recordation of this Declaration in the Official Records of the County of San Luis Obispo, State of California. 16. TERM: This Declaration will continue for a term of fifty (50) years from its date of recordation and will be automatically extended for successive periods of ten (10) years until sixty-seven percent (67%) of the Owners approve a termination of this Declaration. IN WITNESS WHEREOF, the undersigned has executed this Declaration on the day of . DECLARANT: LAUREL CREEK, LP, a California limited partnership By: 1160 Laurel Lane, LLC, a Delaware limited liability company Its General Partner By: Name: Title: STATE OF CALIFORNIA } ss. COUNTY OF On , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. 1 From:Symens, Sadie Sent:Friday, July 28, 2023 4:27 PM To:Chuck Braff Cc:Chris Waud; Cristi Fry Subject:RE: 1150 Laurel documents Attachments:Laurel.P1.Ease 04_CAO redlines.docx Hi, Attached; one portion needs to be completed/verified by you (about the second water meter). I do not believe a sewer lateral agreement is necessary, since the COAs handle the sewer lateral as an “informational note” and I do not believe the sewer lateral agreement needs to be incorporated in these JUAs. Please let me know if you have any further questions. From: Symens, Sadie Sent: Friday, July 28, 2023 3:49 PM To: 'Chuck Braff' <chuck@westpacinv.com> Cc: 'Chris Waud' <Chris@ironhorselawgroup.com>; 'Cristi Fry' <cristi@coast-inc.com> Subject: RE: 1150 Laurel documents Hello, If someone can send me a Word version of the latest JUAs, I can propose redlined language for my suggestions. I expected to hear back from Utilities already, but have not, so I will have to independently research whether a sewer lateral agreement is necessary. From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, July 28, 2023 3:45 PM To: Symens, Sadie <ssymens@slocity.org> Cc: Chris Waud <Chris@ironhorselawgroup.com>; Cristi Fry <cristi@coast-inc.com> Subject: Re: 1150 Laurel documents Sadie- What exactly are you looking for in terms of a reference in the JUA- Shared parking Reciprocal easement We can do this right away. When do you expect final comments from utilities? Chuck 310.990.6897 Sent from my iPhone. On Jul 12, 2023, at 2:37 PM, Symens, Sadie <ssymens@slocity.org> wrote: 2 Hello Cristi, Thank you for providing this information. I’ve reviewed the draft JUA, title report, and conditions for approval to ensure that the draft JUA addresses, to the extent necessary, the requirements of the COA and any present or future action by the bound parties which would require City review or approval. One question I would like answered before I finalize my feedback is about the statement on the COA matrix that no CC&Rs or POA is required. Can you provide some background about how the parties came to that agreement? The staff currently working on this are new to the project, so any information you have is greatly appreciated. Thank you! Best, Sadie Symens pronouns she/her/hers Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png> <image003.png> <image004.png> Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney- client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Cristi Fry <cristi@coast-inc.com> Sent: Friday, June 30, 2023 3:21 PM To: Symens, Sadie <ssymens@slocity.org> Cc: La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Re: 1150 Laurel documents This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sadie, Thanks for your patience! Please find attached items for your review: 3 Draft Joint Use Agreement Updated Prelim Title report dated 6/2/23 COA matrix with status updates Latest Draft of the subdivision map You and Christine please have a safe and fun filled 4th of July weekend! Cristi Cristi E. Fry, PE, PLS Principal Surveyor/Engineer COAST Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com www.coast-inc.com phone: 805-242-6365 ext. 55 (forwards to cell) Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. On Wed, Jun 21, 2023 at 4:08 PM Symens, Sadie <ssymens@slocity.org> wrote: Hello again, Just checking in to request these documents again. Thank you. Sadie Symens pronouns she/her/hers Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png> 4 <image003.png> <image004.png> Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Symens, Sadie Sent: Thursday, May 25, 2023 9:57 AM To: 'cristi@coast-inc.com' <cristi@coast-inc.com> Subject: 1150 Laurel documents Hello Cristi, Thank you for taking the time to chat with us yesterday about the Laurel project. Could you please send over the subdivision approval agreement? Thank you. Sincerely, Sadie Symens pronouns she/her/hers Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png> <image003.png> <image004.png> 5 Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. THIS DECLARATION OF RECIPROCAL EASEMENTS, JOINT USE, AND MAINTENANCE (“Declaration”) is made by LAUREL CREEK, LP, a California limited partnership, (“Declarant”). 1. REAL PROPERTY OWNED BY DECLARANT: Declarant is the owner of all that certain real property and Improvements thereon located in the City of San Luis Obispo, County of San Luis Obispo, State of California, described as Parcels 1 through 9, inclusive, as shown on Parcel Map SLO 21-0007, filed for record on , in Book of Parcel Maps at Page , et seq., in the Official Records of the County of San Luis Obispo, State of California, and all Improvements situated thereon. 2. PURPOSE AND APPLICABILITY: A multistory building is constructed on Parcels 1 through 9, inclusive, as shown on the Map, as a single integrated structure (“Building”). This Declaration provides for the joint use, operation, maintenance, repair, and replacement of the various shared portions of the Building, and of certain Improvements constructed on Parcels 1 through 9, inclusive, that must be jointly used, operated, maintained, repaired, and replaced. Declarant hereby declares that the Project and all Improvements thereon are subject to the provisions of this Declaration. The Project shall be held, conveyed, hypothecated, encumbered, leased, rented, used, occupied, and improved subject to the terms and provisions of this Declaration. All such terms and provisions are declared to be in furtherance of the plan for the subdivision, improvement, and sale of the Project. All of the limitations, easements, uses, obligations, covenants, conditions, and restrictions stated in this Declaration shall run with the Project and shall inure to the benefit of and be binding on all Owners and all other parties having or acquiring any right, title or interest in any part of the Project. This Declaration shall not be interpreted to establish a “Common Interest Development,” as that term is defined in California Civil Code Section 4100, et seq. (or any successor statute), and the Project shall not be subject to the Davis-Stirling Common Interest Development Act. Nothing in this agreement shall serve to modify or supersede the Reciprocal Easement Agreement and Declaration of Covenants, Conditions, and Restrictions for Parcel Map SLO 19-0114, recorded document number 2020-069315 in the Official Records of the County of San Luis Obispo. 3. DEFINED TERMS: Unless otherwise defined herein or unless the context clearly requires a different meaning, the terms used in this Declaration shall have the meanings specified in this Paragraph. (a) The term “Building” shall mean the multistory commercial and residential building constructed on Parcels 1 through 9, inclusive, as shown on the Map. (b) The term “Declarant” shall mean Laurel Creek, LP, a California limited partnership, and its successors and assigns. RECORDED AT THE REQUEST OF: WHEN RECORDED RETURN TO: Laurel Creek, LP c/o WestPac Companies Attn. Patrick N. Smith 503 Bath Street Santa Barbara, CA 93101 SPACE ABOVE THIS LINE FOR RECORDER’S USE DECLARATION OF RECIPROCAL EASEMENTS, JOINT USE, AND MAINTENANCE (c) The term “Improvement” shall mean anything constructed, installed, or planted on real property, including but not limited to buildings, streets, fences, walls, paving, pipes, wires, grading, landscaping, and other works of improvement as defined in California Civil Code Section 8050, excluding only those Improvements or portions thereof which are dedicated to the public or a public or quasi-public entity or utility company, and accepted for maintenance by the public, such entity, or utility company. (d) The term “Map” shall mean Parcel Map SLO 21-0007, filed for record on , in Book of Parcel Maps at Page , et seq., in the Official Records of the County of San Luis Obispo, State of California. (e) The term “Owner” shall mean the holder of record fee title to a Parcel, including Declarant as to each Parcel owned by Declarant. If more than one person owns a single Parcel, then the term “Owner” shall mean all owners in fee title of that Parcel. The term “Owner” shall also mean a contract purchaser (vendee) under an installment land contract but shall exclude the contract vendor and any person having an interest in a Parcel merely as security for performance of an obligation. (f) The term “Parcel” shall mean each of Parcels 1 through 9, inclusive, as shown on the Map. (g) The term “Project” shall collectively mean (i) the Building, (ii) each of Parcels 1 through 9, inclusive, as shown on the Map, and (iii) all Improvements situated thereon or therein. (h) The term “Separate Facilities” shall mean those Improvements which solely serve a single Parcel, wherever located. (i) The term “Shared Facilities” shall collectively mean the Bathrooms, Bike Storage, Electrical Rooms, Elevators, Fire Suppression, Mail Room, Maintenance and Low Voltage Closets, Telecom Room, Utility Closets, Asphalt and Paving, Exterior Lighting, Frontage, Landscaping, Monumentation, Parcel 1 Access, Recycled Water, Stormwater Improvements, Trash, Utilities, and Water Meter. (1) The term “Bathrooms” shall collectively mean the bathrooms situated on Parcel 4, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (2) The term “Bike Storage” shall collectively mean (i) the bicycle storage room located on Parcel 1, serving Parcels 1 through 9, inclusive, (ii) the bicycle storage room located on Parcel 6, serving Parcels 6 and 8, and (iii) all Improvements associated therewith, excepting any Utilities. (3) The term “Electrical Rooms” shall collectively mean (i) the electrical equipment rooms situated on Parcel 1, serving Parcels 1 through 9, inclusive, (ii) the electrical equipment room situated on Parcel 4, serving Parcels 1 through 9, inclusive, and (iii) all Improvements associated therewith, excepting any Utilities. (4) The term “Elevators” shall collectively mean (i) the elevators situated on Parcel 1, serving Parcels 5, 7, and 9, (ii) the elevator rooms situated on Parcels 4 and 9, serving Parcels 5, 7, and 9, and (iii) all Improvements associated therewith, excepting any Utilities. (5) The term “Fire Suppression” shall collectively mean those portions of the fire suppression system serving Parcels 1 through 9, inclusive, wherever located, including but not limited to the fire risers, pumps, and pump house(s) located on Parcel 1, and all Improvements associated therewith, excepting any Utilities. (6) The term “Mail Room” shall mean the mail room situated on Parcel 4, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (7) The term “Maintenance and Low Voltage Closets” shall collectively mean the maintenance closets and the low voltage closets situated on Parcels 1, 5, 7, and 9, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (8) The term “Telecom Room” shall mean the telecommunications equipment and minimum point of entry (MPOE) room situated on Parcel 1, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (9) The term “Utility Closets” shall collectively mean the utility closets situated on Parcels 1 and 7, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (10) The term “Asphalt and Paving” shall mean the paved asphalt and concrete surfaces situated on Parcel 1, and serving Parcels 1 through 9, inclusive. (11) The term “Exterior Lighting” shall collectively mean the lights, bulbs, circuits, and fixtures providing exterior lighting for the Project, wherever located, and all Improvements associated therewith, excepting any Utilities. (12) The term “Frontage” shall mean those portions of Parcel 1 which are adjacent to Laurel Lane. (13) The term “Landscaping” shall mean the landscaping situated on Parcel 1, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (14) The term “Monumentation” shall collectively mean (i) the Project monumentation situated on Parcel 1, (ii) the signage for the Project, and (iii) all Improvements associated therewith, excepting any Utilities. (15) The term “Parcel 1 Access” shall collectively mean those certain vehicular and pedestrian accessways, pathways, roadways, and walkways that are situated within Parcel 1, serving Parcels 1 through 9, inclusive, and providing access from the Project to Laurel Lane. (16) The term “Recycled Water” shall mean the recycled water system supplying irrigation water for the Landscaping, if any, wherever located, excepting any Utilities. (17) The term “Stormwater Improvements” shall mean all Improvements, stormwater treatment measures, and “best management practices” or “BMP’s” which are intended to function as part of a storm water drainage and quality system serving the Project, wherever located. (18) The term “Trash” shall mean the trash collection receptacles and storage areas serving the Project, wherever located, and all Improvements associated therewith, excepting any Utilities. (19) The term “Utilities” shall mean those portions of the utility lines, pipes, cables (including but not limited to telephone and fiber optics cables), conduits, wires, including the particular utility provided thereby (whether cable or broadcast television, telephone, internet, electricity, gas, domestic water, or sanitary sewer), serving the Project, wherever located, except that gas utilities are not shared facilities as to the residential parcels.. (20)(19) The term “Water Meters” shall mean the domestic water meters located on Parcel 1 and serving Parcels 1, 3, 4, and 6 through 9, and on Parcel [X] and serving Parcels 2, 5, and 7-9, inclusive, and all Improvements associated therewith, excepting any Utilities. As a point of clarification, it is the sole responsibility of the Owner on which any domestic water submeters are situated, and which serve that Owner’s Parcel, to maintain, operate, read, repair, and replace such submeters. 4. EASEMENTS: The easements and rights specified in this Declaration are hereby created and shall exist whether or not they are also set forth in individual grant deeds to Parcels. By reference to this Declaration, each grant deed to a Parcel shall be deemed to be conveyed with the benefit of and subject to all applicable easements set forth in this Paragraph. Declarant hereby grants to each Owner a non-exclusive right and easement for the use and enjoyment of the Shared Facilities, subject to the provisions of this Declaration. (a) Additional Easements: Notwithstanding anything expressed or implied to the contrary, this Declaration shall be subject to all easements granted by Declarant to install, maintain, operate, repair, replace, and use utilities and drainage facilities necessary or appropriate for the development of the Project. (b) Encroachment: Non-exclusive rights and easements are reserved and granted for the benefit of each Parcel, as dominant tenement, over, under and across each other Parcel, as servient tenement. Such easements shall be for the purposes of encroachment, support, occupancy, and use of such portions of Parcels as shall be encroached upon, used, and occupied by the dominant tenement as a result of any original construction design, accretion, erosion, deterioration, decay, errors in original construction, movement, settlement, shifting, or subsidence of any building or structure or any portion thereof. If any portion of the Project is partially or totally destroyed, the encroachment easement shall exist for any replacement structure which is rebuilt pursuant to the original construction design and which substantially conforms to the legal boundaries shown on the Map. The easement for the encroaching Improvement shall exist for as long as the encroachment exists, provided that no easement for encroachment shall be created due to the willful misconduct of any Owner. (c) Support: Each Owner shall have a non-exclusive right and easement appurtenant to each Parcel, through each Parcel, to support and maintain, operate, repair, and replace the Building and each Parcel. (d) Utilities: Each Owner shall have a non-exclusive right and easement over, under, across, and through the Project, except for those portions of the Project on which a structure is situated, for utility lines, pipes, wires, and conduits installed by Declarant. Additionally, this Declaration and each Parcel shall be subject to all easements granted by Declarant to install, operate, maintain, repair, and replace such utilities necessary or appropriate for the development of the Project. (d)(e) Parking: Each Owner agrees to and is hereby bound by the Shared Use Agreement recorded concurrently with Parcel Map SLO 19-0114 as recorded in Book 82 of Parcel Maps at Pages 82- 85. 5. NO CONTRIBUTION: Except as set forth in this Declaration, no Owner will be entitled to charge or assess any other Owner(s) for the right to use the Shared Facilities. 6. SHARED FACILITIES COMMITTEE: All decisions concerning the Shared Facilities shall be made by the Shared Facilities Committee. The Shared Facilities Committee shall consist of one (1) representative from each Owner in record fee title to a Parcel; as a point of clarification, there shall be one (1) representative for each Parcel. Each Shared Facilities Committee member shall serve until that member’s term as a Director expires. If a Shared Facilities Committee member no longer owns a Parcel, then that member will automatically be deemed to have resigned as a Shared Facilities Committee member. If a Shared Facilities Committee member is removed or resigns, the Owner that appointed the member shall appoint another representative to serve as a Shared Facilities Committee member. Each Shared Facilities Commented [SS1]: Applicant to verify and complete this portion Formatted: Justified, Indent: Left: 0.07", First line: 1.15", Right: 0", Space Before: 0 pt, No bullets or numbering, Tab stops: Not at 1.22" Committee member shall be entitled to cast one (1) vote. No action or decision of the Shared Facilities Committee shall be binding unless approved by at least six (6) members (out of nine (9) total members) of the Shared Facilities Committee. The Shared Facilities Committee shall have no right or power to adopt any rule or regulation which discriminates between Owners, or between any group(s) of Owners. 7. SHARED FACILITIES COMMITTEE DUTIES: The Shared Facilities Committee is hereby charged with the following responsibilities: (a) Setting the hours and rules for operation and use of the Shared Facilities (“Shared Facilities Rules”); (b) Providing copies of the Shared Facilities Rules to each Owner; (c) Determining the costs of operating, maintaining, repairing, and replacing the Shared Facilities (“Shared Facilities Costs”); (d) Preparing an annual budget that provides for the Shared Facilities Costs; (e) Determining what maintenance, repair, and replacement is necessary, how and when such maintenance, repair, and replacement is to be performed, and to ensure that such maintenance, repair, and replacement is actually performed; (f) Providing each Owner with a written statement as to the proportionate share of the Shared Facilities Costs to be paid by each Owner; (g) Providing each Owner with the budget and allocation of costs in a timely fashion, annually; (h) Depositing funds from each Owner into a separate account under the control of the Shared Facilities Committee; (i) Disbursing funds from such account as needed; and (j) such other actions that may be necessary and/or appropriate in furtherance of the Shared Facilities Committee’s duties set forth in this Declaration. 8. ALLOCATION OF COSTS: The Shared Facilities Costs shall be assessed to each Owner as follows: Each Owner shall be responsible for a proportionate share of the Shared Facilities Costs in an amount equal to a one-ninth (1/9) fraction. 9. OWNER OBLIGATIONS: Each Owner agrees to do the following: (a) Include its proportionate share of the Shared Facilities Costs in its annual budget; (b) Adopt the Shared Facilities Rules and distribute copies to its tenants; (c) Pay the amount(s) required by the Shared Facilities Committee pursuant to this Declaration, to the Shared Facilities Committee, irrespective of whether the Owner is able to collect payment from any tenants the Owner may have; and (d) fully participate in the operation of the Shared Facilities Committee. 10. AMENDMENT: Prior to the conveyance by Declarant of the first Condominium, this Declaration may be amended by Declarant alone. After the conveyance by Declarant of the first Parcel, this Declaration may be amended by the approval of fifty-one percent (51%) of the Owners, with one (1) vote allocated to each Parcel owned in fee title. 11. BINDING: This Declaration is for the benefit of and binding upon all Owners, their respective heirs, legatees, devisees, executors, administrators, guardians, conservators, successors, purchasers, tenants, encumbrancers, donees, grantees, mortgagees, lien holders and assigns. 12. EXHIBITS: All exhibits, if any, attached to this Declaration are incorporated by this reference as though fully set forth herein. 13. SEVERABILITY: The provisions hereof shall be deemed independent and severable, and the validity or enforceability of any one provision will not affect the validity or enforceability of any other provision hereof. 14. APPLICABLE LAW: This Declaration shall be governed by and interpreted in accordance with the laws of the State of California. 15. EFFECTIVE DATE: This Agreement shall be effective immediately upon the recordation of this Declaration in the Official Records of the County of San Luis Obispo, State of California. 16. TERM: This Declaration will continue for a term of fifty (50) years from its date of recordation and will be automatically extended for successive periods of ten (10) years until sixty-seven percent (67%) of the Owners approve a termination of this Declaration. IN WITNESS WHEREOF, the undersigned has executed this Declaration on the day of . DECLARANT: LAUREL CREEK, LP, a California limited partnership By: 1160 Laurel Lane, LLC, a Delaware limited liability company Its General Partner By: Name: Title: STATE OF CALIFORNIA } ss. COUNTY OF On , before me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. 1 From:Hanh, Hannah Sent:Thursday, July 27, 2023 6:17 PM To:Chuck Braff; Michaela Denny Subject:1150 Laurel - Tree Removal and Compensatory Planting Approval Attachments:2023 07 27 - DIR-0366-2023 (1150 Laurel) Tree Decision Letter.pdf Chuck and Michaela, Please see attached approval for the tree removal request at 1150 Laurel. The conditions are relatively straightforward and are as recommended by the Tree Committee at the 06/26 hearing. Staff also included additional language for the possibility of offsite compensatory plantings to account for potential conflicts with existing or future development on the site. Let me know if you have any questions. Sincerely, Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications July 27, 2023 Sent via Email Smith and Company, LLC 1150 Laurel Lane San Luis Obispo, CA 93401 SUBJECT: DIR-0366-2023 (1150 & 1160 Laurel Lane; APNs 004-962-034, -035, -036, -037) Tree Removal Application SR #13794 – Review of a tree removal and compensatory planting request for 20 trees (i.e., one (1) redwood, one (1) unknown tree, two (2) ash, three (3) eucalyptus, and 13 pine trees). Dear Smith and Company, LLC, On June 8, 2023, the City received your complete Tree Removal Application requesting to remove 20 trees, which include one (1) redwood, one (1) unknown, two (2) ash, three (3) eucalyptus, and 13 pine trees, at the project site in the Office (O) Zone. The existing trees proposed for removal range from 5-inch to 29- inch in diameter and are located along the street frontage of Laurel Lane. Compensatory plantings are proposed at a 1:1 ratio and include three (3) 15-gallon magnolia grandiflora ‘Samuel Somers’, eight (8) 15- gallon arbutus marina, and nine (9) 15-gallon prunus cerasifera ‘Krauter Vesuvius’. On June 8, 2023, the City Arborist posted a public notice for a Tree Committee Hearing on June 26, 2023 to review the tree removal request. Per Section 12.24.090(E)(3), the tree removal request is based on property owner convenience and therefore subject to Tree Committee review as described in Section 12.24.090(F)(2). The Tree Committee bases their recommendation to the Community Development Director on criteria set forth in Section 12.24.090(G) for the removal request. On June 26, 2023, the Tree Committee reviewed the Tree Removal Application and recommended the Community Development Director approve the removal request with the following modifications: • A tree protection plan shall be prepared and implemented to protect all trees that are retained throughout the entire construction area. • Existing large trees, identified as #5, 10, and 15 on the site plan of the Tree Removal Application, shall be retained. • Compensatory plantings shall be provided at a 2:1 ratio with minimum 24-inch box native, large specimen trees. On July 27, 2023, I reviewed your tree removal request for consistency with applicable City development policies and standards and considered the recommendations of the Tree Committee. After careful consideration, I have approved your tree removal request as recommended by the Tree Committee, based on the following findings and conditions of approval: Findings 1. As conditioned, the tree removal request is consistent with Criterion No. 1 (Size of Tree) because the existing trees to be retained are larger and therefore more visually prominent in comparison to the trees to be removed, which are in poor condition due to damage from construction work, lack of water and proper maintenance, and/or beetle infestation. DIR-0366-2023 1150 & 1160 Laurel Lane APNs 004-962-034, -035, -036, -037 Page 2 2. As conditioned, the tree removal request is consistent with Criterion No. 4 (Forestry Best Practice) because the existing trees to be removed are in poor condition and the compensatory plantings, provided at a 2:1 ratio, shall consist of native, large specimen trees that would increase biodiversity of the area. 3. As conditioned, the tree removal request is consistent with Criterion No. 6 (Compensatory Plantings) because the tree replantings would exceed the minimum 1:1 and provide a 2:1 compensatory ratio. Conditions 1. 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 the City shall fully cooperate in the defense against an Indemnified Claim. 2. Prior to the start of construction work in proximity to trees, a tree protection plan shall be prepared for review and approval by the City Arborist. Tree protection shall be implemented in accordance with City Standard 77-1.03(A)(2) (Tree Protection) of the 2016 Standard Specifications to protect existing trees to remain where construction work would occur throughout the project site. 3. Existing large trees, identified as #5, #10, and #15 on the site plan of the Tree Removal Application, shall be retained to the greatest extent possible. If these existing trees cannot be retained, then compensatory plantings must be provided as detailed in Condition No. 4. 4. Prior to the start of tree removals, a revised compensatory planting plan shall be prepared for review and approval by the City Arborist and Planning Division. As part of the compensatory planting plan, the following requirements apply: a. Trees to be removed shall be compensated at a minimum 2:1 ratio with 24-inch box trees that are native, large specimens, and listed in the City’s Master List of Street Trees. b. Compensatory plantings shall be implemented in accordance with Tree Planting Standards 8210, 8220, and 8250. c. Compensatory plantings shall be irrigated in accordance with all criteria required in the City Engineering Standards Uniform Design Criteria for Landscaping and Irrigation. d. Within 60 days of tree removals, a minimum 20 compensatory plantings shall be provided along, and in proximity to, the street frontage. Remaining compensatory plantings shall be provided throughout the project site, which consists of 17 acres and four (4) adjacent parcels, prior to Planning Division final inspection for the associated building permit (BLDG-1885-2020). e. If all of the required compensatory plantings cannot be provided onsite due to existing or proposed development, these plantings may be provided at a nearby, offsite location that is subject to the approval of City staff. If offsite plantings are requested, the applicant shall execute a Right-of-Entry or other agreement(s) with the City that includes, but is not limited to, conditions of implementation, maintenance, and monitoring to ensure DIR-0366-2023 1150 & 1160 Laurel Lane APNs 004-962-034, -035, -036, -037 Page 3 establishment of the trees. Additionally, the applicant shall obtain all necessary City permits for work within the offsite planting area. 5. California Fish and Game Code Section 3503.5 prevents the removal of trees with active nests. A qualified biologist shall inspect trees proposed for removal and determine if there are any active nests and when young birds are fledged. If there are active nests, then the affected trees shall not be removed during nesting season between February 1st and August 31st. A report detailing the status of bird nests shall be prepared by a qualified biologist and submitted to the Planning Division and City Biologist for review and approval prior to the start of tree removals. 6. The applicant shall submit photos of the newly planted trees by email to Anthony Whipple, City Arborist at awhipple@slocity.org or by mail to the following address: City of San Luis Obispo Public Works – Urban Forest Services Attention: Anthony Whipple 25 Prado Road San Luis Obispo, CA 93401 My action is final unless appealed within ten (10) calendar days from the date of the decision. Anyone may appeal the action by submitting a letter to the Community Development Department within the time specified. The appropriate appeal fee must accompany the appeal documentation. Per Section 12.24.180 (Appeals), appeals of tree removals reviewed in accordance with the process set forth in Section 12.24.090(F)(2) are appealed to the City Council. Appeals will be scheduled for the next available City Council hearing date. If an appeal is filed, you will be notified by mail of the date and time of the hearing. If you have any questions or need additional information, please contact Anthony Whipple, City Arborist by phone at (805) 781-7021 or email at awhipple@slocity.org. Sincerely, Tyler Corey Deputy Director Community Development Department 1 From:building Sent:Thursday, July 27, 2023 3:26 PM To:Chuck Braff; Nichols, Vanessa Cc:Heather Wiebe; building; Anderson, Kyle; Ben Gulstad; Michaela Denny; Jim Henahan Subject:RE: FIRE-1268-2023 Resubmittal Attachments:FIRE-1268-2023 PERMIT TO BE SIGNED.pdf Good afternoon, Attached is the permit to be signed. Please sign and send us a copy for our records. Once signed, we can issue your permit. If you prefer to have permit and permit documents mailed to you, please provide an address. Otherwise, we will have them ready to pickup during our open counter hours. If you would like to make an appointment to pick them up on Friday, please reach out and we can facilitate that. Counter Hours: Monday & Wednesday 1:00pm – 4:00pm Tuesday & Thursday 9:00am – 12:00 pm Friday – Closed (by appointment only) Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, July 26, 2023 4:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; building <building@slocity.org>; Anderson, Kyle <kanderso@slocity.org>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: Re: FIRE-1268-2023 Resubmittal This has been paid. Chuck Braff M: 310.990.6897 On Jul 26, 2023, at 10:57 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: 2 Hi, Attached you will find the invoice for fee owed for the above referenced permit. This can be paid online by following this link https://infoslo.slocity.org/EnerGov_Prod/selfservice#/home and clicking on Pay Invoices on the top menu bar. Please let us know when the fees have been paid and we will get the permit issued and emailed over for signature. Let me know if you have any questions. Thank you. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, July 26, 2023 10:49 AM To: Heather Wiebe <heather@arris-studio.com> Cc: building <building@slocity.org>; Anderson, Kyle <kanderso@slocity.org>; Nichols, Vanessa <vnichols@slocity.org>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: Re: FIRE-1268-2023 Resubmittal Vanessa/ Nicole- Can we please get the invoice so we can pay and pull this permit? Thank you, Chuck Braff M: 310.990.6897 On Jul 14, 2023, at 3:05 PM, Heather Wiebe <heather@arris-studio.com> wrote: Hi Nicole, Great news! We will look forward to receiving fees on Monday. Have a nice weekend! Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: building <building@slocity.org> Sent: Friday, July 14, 2023 2:59 PM To: Heather Wiebe <heather@arris-studio.com>; Anderson, Kyle <kanderso@slocity.org>; 3 Nichols, Vanessa <vnichols@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hello, All reviewers have approved! When Vanessa is in on Monday we w ill send over the invoice. It doesn’t appear that the fees have been finalized yet. Thank you, Nicole Young Permit Technician II <image001.png> Community Development E nyoung@slocity.org T 805.781.7101 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Tuesday, July 11, 2023 4:07 PM To: Anderson, Kyle <kanderso@slocity.org>; building <building@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hi Kyle, Thank you for your review! Nicole, Please let me know what else you need from us to process this permit. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Anderson, Kyle <kanderso@slocity.org> Sent: Tuesday, July 11, 2023 3:21 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hi Heather, I apologize for just getting back to you. I was out of the office and am just getting caught back up on everything. I reviewed the plans and they look good, so I have cleared my comments. Thanks, 4 Kyle Anderson, P.E. Utilities Engineer <image001.png> Public Utilities E kanderso@slocity.org T 805.781.7208 C 805.748.6392 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, July 10, 2023 2:30 PM To: Anderson, Kyle <kanderso@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: FIRE-1268-2023 Resubmittal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Kyle, We wanted to check in on the FIRE-1268-2023 Resubmittal and see if you need further information from us during your review. Fire has approved the resubmittal and wanted to see if Utilities has any further comments. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com <Invoice - FIRE-1268-2023.pdf> BUILDING PERMIT Underground/Hydrant FIRE-1268-2023 Issuance Date: 7/27/2023Building & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 004-962-034Project Address:1150 Laurel Ln Assessor's Parcel Number: Unit or Suite(s): 0.00Square Footage: Legal Description:REPLACEMENT OF THE FIRE LINE LOOP ON THE LAUREL CREEK SIDE Project Description: Owner: LAUREL CREEK LP A CA LTD PTP 2022Code Year:Stories : Fire Sprinklers:Motel Rooms:Dwelling Units: 0.00 Census:437 - Commercial Alteration or Addition Construction Type: Occupancy: Valuation Group Type Sq. Ft Factor Valuation Fees Fee AmountFee Name IT Surcharge $23.52 Fire Sprinkler Systems - Tenant Consolidated $771.21 Total Fees:$794.73 Payments Date Receipt #Amount 7/26/23 $794.73 40,135-07-26-2023 Total Paid:$794.73 Contact Name Account BalanceTotal DebitsAccount Name Status Total Credits Plan Check Account Payment by Contact Total Account Balance: Balance Due:$0.00 Legal Declarations #2 IDENTIFY WHO WILL PERFORM THE WORK 2b – OWNER-BUILDER’S DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors’ State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors’ State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors’ State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors’ State License Law). By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law is available upon request or athttp://www.leginfo.ca.gov/calaw.html. #3 IDENTIFY WORKERS’ COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers’ compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in section 3706 of the labor code, interest, and attorney’s fees. I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if I should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am the Property Owner. Signature of Contractor, Authorized Agent or Owner Date July 27, 2023 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Wednesday, July 26, 2023 9:12 AM To:Nichols, Vanessa Cc:Chuck Braff; Travis Dunn; building Subject:RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Vanessa, Can we revise this work order to include a 2” Commercial meter as well? Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Nichols, Vanessa <vnichols@slocity.org> Sent: Wednesday, June 28, 2023 12:55:31 PM To: Michaela Denny <michaela@westpacinv.com> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com>; building <building@slocity.org> Subject: RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Hi, Attached you will find the work order for the new water meter for this project. Let me know if you have any questions or if I can be of an additional assistance. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: building <building@slocity.org> Sent: Wednesday, June 28, 2023 10:31 AM To: Nichols, Vanessa <vnichols@slocity.org> Subject: FW: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Work Order for Laurel Creek Apts Nicole Young Permit Technician II 2 Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 27, 2023 3:08 PM To: building <building@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com> Subject: BLDG-1885-2020 Laurel Creek Apartments - Water Meters This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Good Afternoon, Reaching out to obtain utility work orders for the new 2” and 6” waterlines that we are installing on the frontage of 1150 Laurel Lane per BLDG-1885-2020 & PM SLO-19-0114. Our underground subcontractor will be starting the street improvements tomorrow under the encroachment that we have with public works. I’ve been told that Building will supply the work order and then public works will coordinate the installation of these water meters. Let me know if there is anything you need from me to get these work orders processed. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 1 From:Nichols, Vanessa Sent:Wednesday, July 26, 2023 10:57 AM To:Chuck Braff; Heather Wiebe Cc:building; Anderson, Kyle; Ben Gulstad; Michaela Denny; Jim Henahan Subject:RE: FIRE-1268-2023 Resubmittal Attachments:Invoice - FIRE-1268-2023.pdf Hi, Attached you will find the invoice for fee owed for the above referenced permit. This can be paid online by following this link https://infoslo.slocity.org/EnerGov_Prod/selfservice#/home and clicking on Pay Invoices on the top menu bar. Please let us know when the fees have been paid and we will get the permit issued and emailed over for signature. Let me know if you have any questions. Thank you. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, July 26, 2023 10:49 AM To: Heather Wiebe <heather@arris-studio.com> Cc: building <building@slocity.org>; Anderson, Kyle <kanderso@slocity.org>; Nichols, Vanessa <vnichols@slocity.org>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: Re: FIRE-1268-2023 Resubmittal Vanessa/ Nicole- Can we please get the invoice so we can pay and pull this permit? Thank you, Chuck Braff M: 310.990.6897 On Jul 14, 2023, at 3:05 PM, Heather Wiebe <heather@arris-studio.com> wrote: Hi Nicole, Great news! We will look forward to receiving fees on Monday. Have a nice weekend! 2 Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: building <building@slocity.org> Sent: Friday, July 14, 2023 2:59 PM To: Heather Wiebe <heather@arris-studio.com>; Anderson, Kyle <kanderso@slocity.org>; Nichols, Vanessa <vnichols@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hello, All reviewers have approved! When Vanessa is in on Monday we w ill send over the invoice. It doesn’t appear that the fees have been finalized yet. Thank you, Nicole Young Permit Technician II <image001.png> Community Development E nyoung@slocity.org T 805.781.7101 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Tuesday, July 11, 2023 4:07 PM To: Anderson, Kyle <kanderso@slocity.org>; building <building@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hi Kyle, Thank you for your review! Nicole, Please let me know what else you need from us to process this permit. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 3 From: Anderson, Kyle <kanderso@slocity.org> Sent: Tuesday, July 11, 2023 3:21 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: RE: FIRE-1268-2023 Resubmittal Hi Heather, I apologize for just getting back to you. I was out of the office and am just getting caught back up on everything. I reviewed the plans and they look good, so I have cleared my comments. Thanks, Kyle Anderson, P.E. Utilities Engineer <image001.png> Public Utilities E kanderso@slocity.org T 805.781.7208 C 805.748.6392 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, July 10, 2023 2:30 PM To: Anderson, Kyle <kanderso@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Jim Henahan <Jim@ptrutnerfpe.com> Subject: FIRE-1268-2023 Resubmittal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Kyle, We wanted to check in on the FIRE-1268-2023 Resubmittal and see if you need further information from us during your review. Fire has approved the resubmittal and wanted to see if Utilities has any further comments. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com INVOICE (00032800) FOR CITY OF SAN LUIS OBISPO BILLING CONTACT LAUREL CREEK LP A CA LTD PTP 505 BATH St SANTA BARBARA, CA 93101 INVOICE NUMBER INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION 00032800 07/26/2023 08/25/2023 NONEDue REFERENCE NUMBER FEE NAME TOTAL FIRE-1268-2023 Fire Sprinkler Systems - Tenant Consolidated $771.21 IT Surcharge $23.52 $794.73 SUBTOTAL1150 Laurel Ln San Luis Obispo, CA 93401 TOTAL $794.73 Page 1 of 1July 26, 2023 City of San Luis Obispo 1 From:Symens, Sadie Sent:Monday, July 24, 2023 9:49 AM To:Chuck Braff Cc:Cristi Fry; La Chaine, Steve; Stong, Nate; Hanh, Hannah Subject:RE: 1150 Laurel documents Hi all, Thank you for your patience as we work on wrapping up our review. I am still awaiting some final comments from Utilities, but I said I’d provide an update by today. My comments and feedback are as follows. Pending final feedback from Utilities, we may also be asking for a sewer lateral agreement. I will let you know ASAP. 1. Tentative Map PM SLO21-0007 states that “two domestic water meters will serve the building. The existing meter and service line will continue to serve the commercial and warehouse uses, and a separate new meter is proposed for residential apartments and is currently under review.” Paragraph 3(i)(20) of the JUA should be amended, since it currently contemplates one meter for the entire building. 2. Paragraph 3(i)(18) should be amended to clarify that gas utilities are not shared facilities as to the residential parcels (2, 5, 7-9, I believe), since the residential apartments will not have gas service available to them. 3. Please include a reference in the JUA to the shared parking agreement (ARCH-0227-2020 COA #8/9). 4. Please include a reference in the JUA to the Reciprocal Easement Agreement and Declaration of Covenants, Conditions, and Restrictions for Parcel Map SLO 19-0114 (Document No. 2020-069315). 5. Please add requirement that the subdivision must not obstruct the public water and sewer easements. Let me know if you’d like to discuss further. Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. 2 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, July 13, 2023 10:34 AM To: Symens, Sadie <ssymens@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: 1150 Laurel documents Sadie- do you have time for a call? I am available today. Unfortunately I am unavailable tomorrow. Chuck Braff M: 310.990.6897 On Jul 13, 2023, at 8:22 AM, Symens, Sadie <ssymens@slocity.org> wrote: Hello all, City staff’s concern is that, while the JUA establishes a “Shared Facilities Committee,” it does not appear to contain any actual guiding rules or restrictions related to, for example, parking, trash, or joint maintenance of shared/common spaces. A few other questions/items of feedback: 1. Since the Shared Facilities Rules, once determined by the Committee, will only address “operation and use” of the shared facilities, but each Owner is responsible for a proportionate share of maintenance/repair/replacement, does that mean that the Declarant will have responsibility for completing the maintenance/repair/replacement? If all Owners are going to share physical responsibility (not just financial) for repairs/maintenance, it should be stated in this JUA that all such maintenance will be subject to any necessary approvals by the City and must be completed in accordance with the City's Municipal Code and applicable regulations. 2. I believe this JUA needs to incorporate or re-state the shared parking agreement (ARCH-0227- 2020 COA #8/9). 3. The JUA does not seem to address utility metering, other than the notation that each Owner is responsible for maintenance and operation of the submeter situated on their parcel. 4. City staff understands that the airspaces would remain under one ownership and are proposed around groups of residential units and commercial tenant spaces, instead of individual units to sell. Is that accurate? Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications 3 The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney- client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, July 12, 2023 3:22 PM To: Symens, Sadie <ssymens@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: 1150 Laurel documents I think this may help. This is an airspace subdivision for commercial purposes. This is not a common interest development. Chuck Braff M: 310.990.6897 On Jul 12, 2023, at 2:36 PM, Symens, Sadie <ssymens@slocity.org> wrote: Hello Cristi, Thank you for providing this information. I’ve reviewed the draft JUA, title report, and conditions for approval to ensure that the draft JUA addresses, to the extent necessary, the requirements of the COA and any present or future action by the bound parties which would require City review or approval. One question I would like answered before I finalize my feedback is about the statement on the COA matrix that no CC&Rs or POA is required. Can you provide some background about how the parties came to that agreement? The staff currently working on this are new to the project, so any information you have is greatly appreciated. Thank you! Best, Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications 4 The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Cristi Fry <cristi@coast-inc.com> Sent: Friday, June 30, 2023 3:21 PM To: Symens, Sadie <ssymens@slocity.org> Cc: La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Re: 1150 Laurel documents This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sadie, Thanks for your patience! Please find attached items for your review: Draft Joint Use Agreement Updated Prelim Title report dated 6/2/23 COA matrix with status updates Latest Draft of the subdivision map You and Christine please have a safe and fun filled 4th of July weekend! Cristi Cristi E. Fry, PE, PLS Principal Surveyor/Engineer COAST Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com 5 www.coast-inc.com phone: 805-242-6365 ext. 55 (forwards to cell) Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. On Wed, Jun 21, 2023 at 4:08 PM Symens, Sadie <ssymens@slocity.org> wrote: Hello again, Just checking in to request these documents again. Thank you. Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Symens, Sadie Sent: Thursday, May 25, 2023 9:57 AM To: 'cristi@coast-inc.com' <cristi@coast-inc.com> Subject: 1150 Laurel documents Hello Cristi, Thank you for taking the time to chat with us yesterday about the Laurel project. Could you please send over the subdivision approval agreement? Thank you. Sincerely, 6 Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. 1 From:building <building@slocity.org> Sent:Friday, July 21, 2023 3:14 PM To:tjess@arrisstudioarch.com Subject:1150 Laurel Ln - suite 170 -comments Attachments:BLDG-1425-2023_REVIEW_V1.docx Hi, The 1st plan review of the above referenced application has been completed. There are plan comments that need to be addressed, which are attached. Once you’ve addressed the plan comments and updated the plans please resubmit. Plans are available at our office for pick up. Counter Hours: Monday & Wednesday 1:00pm – 4:00pm Tuesday & Thursday 9:00am – 12:00 pm Friday – Closed (by appointment only) Thank you! Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications Date: June 28, 2023 Plan Check Review # 1 Staff Response: Review #1 Review #2 Review #3 Review #4 (Additional Fees) Applicant Response: Please indicate here if any new changes have been made to the plans that are not a result of the corrections from this list. Briefly describe the type of changes and their location on the plans. Check one: _____yes ______no Print Name: If yes, please briefly describe the changes and where they are located on the plans: Project Address 1150 Laurel Lane, Suite 170 Project Name Click or tap here to enter text. Application Number BLDG-1425-2023 Review of RENOVATION OF EXISTING OFFICE SPACE; NON STRUCTURAL WALLS & PARTITIONS, NEW CARPET, MECHANICAL, PLUMBING, & LIGHTING Occupancy Class B Construction Type III-B Occupant Load Click or tap here to enter text. Sprinklers Yes 1 2 3 4 Plan Check Review #1 1150 Laurel Lane, Suite 170 BLDG-1425-2023 Page 2 Fees / Addressing Vanessa Nichols vnichols@slocity.org Phone (805) 781-7588 ☐ Ready for Action ☒ Needs Resubmit ☒ OK for Counter Re-Check ☐ Final Inspection Required (staff reminder: add yourself to final inspection in permit module) 1. The valuation of $30.000 need to be re-valuated. Please provide an updated project valuation. 2. Final fees pending response to comments and other department reviews. Building DEPARTMENT ☐ Ready for Action ☒ Needs Resubmit ☒ OK for scheduled Teams meeting Comment Review ☐ Final Inspection Required (staff reminder: add yourself to final inspection in permit module) Sean McCaffrey Plans Examiner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E smccaffrey@slocity.org C 805.440.6617 P 805.781.7168 1. Did not have access to permit # BLDG-2361-2020 during permit review as this hasn’t been uploaded yet. Following comments, I’m assuming as stated on the plans at this time the building did change to a 3-B construction. Also, assuming this is separated occupancies comply with 508. (§ 107.2 CBC) Response (Include Sheet and Detail Number): 2. Remove not for construction stamps on all pages that have it. (§ 107.2 CBC) Response (Include Sheet and Detail Number): 3. Provide occupancy type for each lease area that Empire Electrical touches or runs any DWV or HVAC through. Also please show where the 3-hour firewall is located. (§ 107.2CBC) Response (Include Sheet and Detail Number): 4. Occupant load calculations for the conference room are not computed correctly. (15 SQ/FT) (§ 1004.5 CBC) Response (Include Sheet and Detail Number): Plan Check Review #1 1150 Laurel Lane, Suite 170 BLDG-1425-2023 Page 3 5. Two exits are required as the common path of travel does not comply with Table 1006.2.1. I see exit tactile signs are on all doors, but since two exits are required, please show the illuminated exit sign with emergency backup power at the other designated exit door. Also please give dimensions of the rated corridor width & verify door swing does not occupy to much space within the corridor. (§ 106.2.1 CBC) Response (Include Sheet and Detail Number): 6. Provide the original plan that shows the accessible path to the public way from exit doors to the public way. Please show this for all exit discharge / Exit access components that Empire Electrical is utilizing. Make sure to add all other occupancy loads to this path of travel for minimum width calculations. (§ 1009.2 CBC) Response (Include Sheet and Detail Number): 7. Sheet A3.10 show two different wall types with two dashes on one and three dashes on another. Please provide a wall type and fire rating for the 3-dash line wall. Please put information on the wall legend. Response (Include Sheet and Detail Number): 8. Provide non-rated wall to fire-rated wall intersection detail. Is drywall going to be run behind it or another method? Please call this out as a typical detail on sheet A3.10 (§ 107.2 CBC) Response (Include Sheet and Detail Number): 9. Call out connection hardware for the non-rated top plate to the bottom chord of the wood floor truss connection thru the drywall on detail (§ 107.2 CBC) Response (Include Sheet and Detail Number): 10. Show elevation view for detail K4/A10.0 that shows column protection going through the ceiling membrane to the top of column. (§ 704.2 CBC) Response (Include Sheet and Detail Number): 11. D6/A10.00 cannot have top plates break the rated ceiling unless the wall is rated equal to the lid. (§ 708.4 CBC) Response (Include Sheet and Detail Number): 12. Show dimensions for maneuver clearance for doors 128,154B,154. Please indicate on the door schedule if any closers. (§ 11B-404.1CBC) Response (Include Sheet and Detail Number): 13. Reference notes #1208 on sheet A3.10 shows shelving going in. Please put a note on the plans if exceeding 5’9” a separate permit will be required or revision later will be required. (§ 105.2 CBC) Response (Include Sheet and Detail Number): 14. All windows labeled (E) are in a hazardous location and require safety glazing. Show this on the window schedule. (§ 2406.4.2 CBC) Response (Include Sheet and Detail Number): Plan Check Review #1 1150 Laurel Lane, Suite 170 BLDG-1425-2023 Page 4 15. Call all lighting fixtures to be fire rated or show us a box out detail. (§ 708.6 CBC) Response (Include Sheet and Detail Number): 16. What permit # was the equipment shown as 2310/A3.3? Also, I didn’t see these units on the energy documentation. (§ 107.2 CBC) Response (Include Sheet and Detail Number): 17. Show an accessible approach for the water filling station. Is this a side approach or knee and toe clearance will be provided through the open cabinet? F6/A5.00 (§ 11B-804.6.1 CBC) Response (Include Sheet and Detail Number): 18. 1083 on K8/A5.01. Show clear space on the pull side of the door. A towel dispenser may be in the way, but I do not know the dimensions at time of review. Typically thse come recessed to fix (11B-404.2.4.1CBC) Response (Include Sheet and Detail Number): 19. Towel bar 1075 on sheet A5.01 is within the clear floor space in front of the shower. Protruding objects shall not reduce the clear width required for accessible routes. (CBC 11B-307.5) Response (Include Sheet and Detail Number): 20. A shower spray unit with a hose 59 inches (1499 mm) long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. See Detail A0.23 (§11B-608.6 CBC) Response (Include Sheet and Detail Number): 21. Show which fan is the supply fan to comply with the ventilation rate. Minimum CFM is listed in energy documents. (§402 CMC) Response (Include Sheet and Detail Number): 22. Show smoke alarm for duct system as return air is over 2,000 CFM. (§ 609.1 CMC) Response (Include Sheet and Detail Number): 23. Are HVAC ducts exposed to the floor below or run within the ceiling assembly? Mechanical sheets indicate these are exposed to the condition space. Response (Include Sheet and Detail Number): 24. Show HVAC route to roof so verication can be made for occupancy separations and shafts if necessary. Response (Include Sheet and Detail Number): 25. Provide box-out details for the exhaust fans in bathrooms as this is within (1) hour floor assembly. (§ 704.2 CBC) Response (Include Sheet and Detail Number): Plan Check Review #1 1150 Laurel Lane, Suite 170 BLDG-1425-2023 Page 5 26. Missing fire dampers at bathroom exhaust systems. This is due to breaking the corridor wall (1) hour & going through the ceiling membrane between occupancy separations. Also, where is the (3) hour firewall in relation to this duct? Make sure this complies with section 706.11 CBC for duct through firewalls. Please see if you can pass through these exhaust systems as this is a rated corridor ( Exit passage). (§ 704.2 CBC) Response (Include Sheet and Detail Number): 27. Bathroom ducts need to terminate outside not in the adjoining warehouse. (§ 502 CMC) Response (Include Sheet and Detail Number): 28. Show a cut view of HVAC going into the corridor. The corridor is designed as an exit passage per 1024.3 and may be limited to the items that can pass through it. (§ 1024.6 CBC) Response (Include Sheet and Detail Number): 29. Energy documents only show (1) system for heating and cooling. Plans show a minimum of (2) furnace units being used and (1) heat pump. (§ 704.2 CBC) Response (Include Sheet and Detail Number): 30. Energy documents do not match for water heaters on sheet P1.00 and sheet 11 of 17 on energy documents. (§ 704.2 CBC) Response (Include Sheet and Detail Number): 31. If using a gas water heater provide make-up calculations/combustion air calculations to verification can be made. If using an electrical water heater like the plans show disregard this comment. (§ 704.2 CBC) Response (Include Sheet and Detail Number): 32. Show elevation view for detail K4/A10.0 that shows column protection going through the ceiling membrane to top of column protection. (§ 704.2 CBC) Response (Include Sheet and Detail Number): 33. Show plumbing pipe fire penetrations for venting. Please indicate if this goes through both sides of the corridor and through the (3) hour fire wall. This will require a different fire rating for this pipe. (§ 714 CBC) Response (Include Sheet and Detail Number): 34. Provide slab cut out details for the DWV piping. (§ 704.2 CBC) Response (Include Sheet and Detail Number): 35. For electrical and communication rooms provide door hardware and clear space in front of each piece of equipment. (§ 110.26 (C)(1) CEC) Response (Include Sheet and Detail Number): *** After you have reviewed lets go over in a teams meeting to speed things up. Plan Check Review #1 1150 Laurel Lane, Suite 170 BLDG-1425-2023 Page 6 1 From:Chuck Braff <chuck@westpacinv.com> Sent:Friday, July 21, 2023 12:18 PM To:La Chaine, Steve Cc:Stong, Nate; Nichols, Vanessa; Cristi Fry Subject:Re: 1150 Laurel Fees This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. We are anticipating paying those fees with pulling the building permit. Chuck 310.990.6897 Sent from my iPhone. On Jul 21, 2023, at 11:50 AM, La Chaine, Steve <slachaine@slocity.org> wrote: Hi Chuck, Out of the 75 Apartment Units there are 2 BLDG cases: BLDG-1885-2020 (31 Units) looks to be under construction and all the fees are paid. BLDG-2788-2022 (44 Units) , fees are not paid, or at least not shown as paid. Are you intending on paying fees for BLDG-2788-2022 before we try to record your map next month? Thanks. Steve La Chaine Engineering Consultant <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E slachain@slocity.org T 805.781.7201 slocity.org <image002.png> <image003.png> <image004.png> Stay connected with the City by signing up for e-notifications 1 From:Chuck Braff <chuck@westpacinv.com> Sent:Friday, July 21, 2023 9:00 AM To:Symens, Sadie Cc:Cristi Fry; La Chaine, Steve; Stong, Nate; Hanh, Hannah Subject:Re: 1150 Laurel documents This is great news. Thank you. I am getting near daily calls about it from the banks, ownership etc. Chuck Braff M: 310.990.6897 On Jul 21, 2023, at 8:58 AM, Symens, Sadie <ssymens@slocity.org> wrote: Hi Chuck, I don’t believe another call is necessary at this point. Our utilities department provided comments on the JUA yesterday evening. I am hoping to review those and get my feedback to you either this afternoon or early next week. Thanks, Sadie From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, July 21, 2023 8:53 AM To: Symens, Sadie <ssymens@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: 1150 Laurel documents Sadie- Curious where we are with this. I am getting ton of pressure on this end to wrap this up now. The future financing of the building cannot happen until this 3D subdivision happens and as we all know this is a difficult time to finance projects like this one. Happy to jump on another call if that is helpful. Thank you. Chuck Braff M: 310.990.6897 On Jul 13, 2023, at 11:17 AM, Symens, Sadie <ssymens@slocity.org> wrote: Hi Chuck, I am available any time after 1pm. I don’t want to put City staff on the spot, so you and I can schedule a call today and if I need further feedback from them, I can circle back with you after those conversations. 2 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, July 13, 2023 10:34 AM To: Symens, Sadie <ssymens@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: 1150 Laurel documents Sadie- do you have time for a call? I am available today. Unfortunately I am unavailable tomorrow. Chuck Braff M: 310.990.6897 On Jul 13, 2023, at 8:22 AM, Symens, Sadie <ssymens@slocity.org> wrote: Hello all, City staff’s concern is that, while the JUA establishes a “Shared Facilities Committee,” it does not appear to contain any actual guiding rules or restrictions related to, for example, parking, trash, or joint maintenance of shared/common spaces. A few other questions/items of feedback: 1. Since the Shared Facilities Rules, once determined by the Committee, will only address “operation and use” of the shared facilities, but each Owner is responsible for a proportionate share of maintenance/repair/replacement, does that mean that the Declarant will have responsibility for completing the maintenance/repair/replacement? If all Owners are going to share physical responsibility (not just financial) for repairs/maintenance, it should be stated in this JUA that all such maintenance will be subject to any necessary approvals by the City and must be completed in accordance with the City's Municipal Code and applicable regulations. 2. I believe this JUA needs to incorporate or re-state the shared parking agreement (ARCH-0227-2020 COA #8/9). 3. The JUA does not seem to address utility metering, other than the notation that each Owner is responsible for maintenance and operation of the submeter situated on their parcel. 4. City staff understands that the airspaces would remain under one ownership and are proposed around groups of residential units and commercial tenant spaces, instead of individual units to sell. Is that accurate? Sadie Symens pronouns she/her/hers Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org 3 <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, July 12, 2023 3:22 PM To: Symens, Sadie <ssymens@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: 1150 Laurel documents I think this may help. This is an airspace subdivision for commercial purposes. This is not a common interest development. Chuck Braff M: 310.990.6897 On Jul 12, 2023, at 2:36 PM, Symens, Sadie <ssymens@slocity.org> wrote: Hello Cristi, Thank you for providing this information. I’ve reviewed the draft JUA, title report, and conditions for approval to ensure that the draft JUA addresses, to the extent necessary, the requirements of the COA and any present or future action by the bound parties which would require City review or approval. One question I would like answered before I finalize my feedback is about the statement on the COA matrix that no CC&Rs or POA is required. Can you provide some background about how the parties came to that agreement? The staff currently working on this are new to the project, so any information you have is greatly appreciated. Thank you! Best, Sadie Symens pronouns she/her/hers 4 Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Cristi Fry <cristi@coast-inc.com> Sent: Friday, June 30, 2023 3:21 PM To: Symens, Sadie <ssymens@slocity.org> Cc: La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Re: 1150 Laurel documents This message is from an External Source. Use caution when deciding to open attachments, click links, or respond Hi Sadie, Thanks for your patience! Please find attached items for your review: Draft Joint Use Agreement Updated Prelim Title report dated 6/2/23 COA matrix with status updates Latest Draft of the subdivision map 5 You and Christine please have a safe and fun filled 4th of July weekend! Cristi Cristi E. Fry, PE, PLS Principal Surveyor/Engineer COAST Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com www.coast-inc.com phone: 805-242-6365 ext. 55 (forwards to cell) Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. On Wed, Jun 21, 2023 at 4:08 PM Symens, Sadie <ssymens@slocity.org> wrote: Hello again, Just checking in to request these documents again. Thank you. Sadie Symens pronouns she/her/hers Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the 6 designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Symens, Sadie Sent: Thursday, May 25, 2023 9:57 AM To: 'cristi@coast-inc.com' <cristi@coast-inc.com> Subject: 1150 Laurel documents Hello Cristi, Thank you for taking the time to chat with us yesterday about the Laurel project. Could you please send over the subdivision approval agreement? Thank you. Sincerely, Sadie Symens pronouns she/her/hers Deputy City Attorney <image001.png> City Attorney's Office E ssymens@slocity.org slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. 1 From:Nichols, Vanessa Sent:Tuesday, July 18, 2023 7:14 AM To:Chuck Braff Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:RE: Laurel - Addressing Good Morning, Yes, we can finalize this addressing. Let me know if you have any other questions or if I can be of any additional assistance. Have a good day. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, July 17, 2023 10:05 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing can we finalize? Chuck Braff M: 310.990.6897 On Jul 6, 2023, at 3:06 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, Attached I believe to be the final addressing exhibit for 1150 Laurel Lane. Please let me know if you have any questions or see any issues. Thank you. Vanessa Nichols Building Permit Services Supervisor 2 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, July 4, 2023 5:18 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing This is fine. Chuck Braff M: 310.990.6897 On Jun 30, 2023, at 5:25 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, Can we change what we currently have the commercial suites to the following??: 135 to 136 136 to 137 137 to 138 138 to 139 This above change will allow us to have the 135 residential unit remain. Let me know your thoughts. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications 3 From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 30, 2023 11:40 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing There are two 135's. One is in the warehouse and one is an apartment on the north. See red circles on attachment. Church has mail delivered already to suite 120 so try the changes shared on the attached. Then we should be good. Chuck Braff M: 310.990.6897 On Jun 29, 2023, at 9:58 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Good Morning, Attached you will find the suite/unit addressing for 1150 Laurel Lane. Let me know if you have any questions. I will be getting this processed out next week. Have a great Thursday! Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 11:36 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing 4 please. Better safe than sorry. Thanks Vanessa Chuck Braff M: 310.990.6897 On Jun 16, 2023, at 11:18 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: 4 Okay, so the A, B & C are not acceptable to GIS. Each space will have a number. I just needed to confirm how many separate spaces you have under 120. Is it three? four? We need to know if there is potential for an additional space to be created in the future to plan ahead on assigning suite numbers. Hopefully this makes sense. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 10:40 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing I am no artist!!! 120B will have 2 spaces across the hall. 120C is a single office 120A is a single area. Hope that makes sense. I may be going crazy after 4+ years here. <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 3:55 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: So, to confirm what you have documented on this exhibit as 120A is only one space. Is this correct? GIS is concerned that it shows two spaces of 136 & 138. Don’t want to assign one number and then need another number in the future. Or at least they want to plan for the scenario. Let me know. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org 5 T 805.781.7588 slocity.org <image002.png><image003.png><image00 4.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, June 13, 2023 2:06 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris- studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you for that. Please see attached. I think the blue tags work well. They can be in any order but they do delineate 3 spaces. 120 A 120 B 120 C <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 1:53 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, We have almost finalized this addressing. However, we have one question, the area you marked as Suite 120 will that eventually have another tenant and need another suite number? It looks like the box that says vacant should maybe have its own number. Appreciate any clarification you can provide on this point. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003. 6 png><image004.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, May 11, 2023 1:34 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, We made a few markups on the attached addressing plan and wanted to see if you are free to discuss. We would prefer to have unit numbers stack from first to second level throughout the warehouse. Please let us know your thoughts on this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, May 9, 2023 2:51 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi, Attached you will find the assigned unit numbering for 7 the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003. png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@sloci ty.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were 8 good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.pn g> Community Development 919 Palm Street, San Luis Obispo, CA 93401- 3218 E vnichols@sl ocity.org T 805.781.758 8 slocity.org <image002.pn g><image003. png><image0 04.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westp acinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@sloci ty.org> Cc: Heather Wiebe <heather@arris -studio.com>; Travis Dunn <travis@westp acinv.com>; Michaela 9 Denny <michaela@we stpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 O n A p r 4 , 2 0 2 3 , a t 5 : 2 3 P M , C h a r l e s B r a f f 1 From:Young, Nicole Sent:Friday, July 14, 2023 3:52 PM To:FELICIA@ALPHAFSA.COM Subject:1150 LAUREL - 44APT - SPRINKLERS Attachments:FIRE-1423-2023 - Invoice.pdf Hello, The above mentioned project is ready for issuance. In order to issue this permit we would need you to go online and make a payment or mail in a check with the amount on the invoice attached. Please follow this link (https://infoslo.slocity.org/EnerGov_Prod/selfservice#/home) and click on the pay invoice square. On the next page top left there is an option to search invoice. Please search invoice # that is on the Invoice attached. There is no need to create an account initially in order to make a payment. When paying online please email me back to confirm payment. If you wish to pay with a check please mail the check to address 919 Palm Street, San Luis Obispo, CA 93401-3218 attention to the Building Department. Please include the permit number and address for either option to ensure we can assist you promptly. Thank you! Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications INVOICE (00032677) FOR CITY OF SAN LUIS OBISPO BILLING CONTACT INACTIVE Laurel Creek, LLC 1150 LAUREL Ln FELICIA VILLEGAS Alpha Fire Unlimited 650 Sweeney San Luis Obispo, CA 93401 INVOICE NUMBER INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION 00032677 07/14/2023 08/13/2023 NONEDue REFERENCE NUMBER FEE NAME TOTAL FIRE-1423-2023 Fire Sprinkler Systems - Tenant Consolidated $2,570.70 IT Surcharge $78.41 $2,649.11 SUBTOTAL1150 Laurel Ln San Luis Obispo, CA 93401 TOTAL $2,649.11 Page 1 of 1July 14, 2023 City of San Luis Obispo 1 From:Symens, Sadie Sent:Thursday, July 13, 2023 11:18 AM To:Chuck Braff Cc:Cristi Fry; La Chaine, Steve; Stong, Nate; Hanh, Hannah Subject:RE: 1150 Laurel documents Hi Chuck, I am available any time after 1pm. I don’t want to put City staff on the spot, so you and I can schedule a call today and if I need further feedback from them, I can circle back with you after those conversations. From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, July 13, 2023 10:34 AM To: Symens, Sadie <ssymens@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: 1150 Laurel documents Sadie- do you have time for a call? I am available today. Unfortunately I am unavailable tomorrow. Chuck Braff M: 310.990.6897 On Jul 13, 2023, at 8:22 AM, Symens, Sadie <ssymens@slocity.org> wrote: Hello all, City staff’s concern is that, while the JUA establishes a “Shared Facilities Committee,” it does not appear to contain any actual guiding rules or restrictions related to, for example, parking, trash, or joint maintenance of shared/common spaces. A few other questions/items of feedback: 1. Since the Shared Facilities Rules, once determined by the Committee, will only address “operation and use” of the shared facilities, but each Owner is responsible for a proportionate share of maintenance/repair/replacement, does that mean that the Declarant will have responsibility for completing the maintenance/repair/replacement? If all Owners are going to share physical responsibility (not just financial) for repairs/maintenance, it should be stated in this JUA that all such maintenance will be subject to any necessary approvals by the City and must be completed in accordance with the City's Municipal Code and applicable regulations. 2. I believe this JUA needs to incorporate or re-state the shared parking agreement (ARCH-0227- 2020 COA #8/9). 3. The JUA does not seem to address utility metering, other than the notation that each Owner is responsible for maintenance and operation of the submeter situated on their parcel. 4. City staff understands that the airspaces would remain under one ownership and are proposed around groups of residential units and commercial tenant spaces, instead of individual units to sell. Is that accurate? 2 Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney- client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, July 12, 2023 3:22 PM To: Symens, Sadie <ssymens@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: 1150 Laurel documents I think this may help. This is an airspace subdivision for commercial purposes. This is not a common interest development. Chuck Braff M: 310.990.6897 On Jul 12, 2023, at 2:36 PM, Symens, Sadie <ssymens@slocity.org> wrote: Hello Cristi, Thank you for providing this information. I’ve reviewed the draft JUA, title report, and conditions for approval to ensure that the draft JUA addresses, to the extent necessary, the requirements of the COA and any present or future action by the bound parties which would require City review or approval. One question I would like answered before I finalize my feedback is about the statement on the COA matrix that no CC&Rs or POA is required. Can you provide some background about how the parties came to that agreement? The staff currently working on this are new to the project, so any information you have is greatly appreciated. Thank you! Best, 3 Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. From: Cristi Fry <cristi@coast-inc.com> Sent: Friday, June 30, 2023 3:21 PM To: Symens, Sadie <ssymens@slocity.org> Cc: La Chaine, Steve <slachaine@slocity.org>; Stong, Nate <nstong@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Re: 1150 Laurel documents This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sadie, Thanks for your patience! Please find attached items for your review: Draft Joint Use Agreement Updated Prelim Title report dated 6/2/23 COA matrix with status updates Latest Draft of the subdivision map You and Christine please have a safe and fun filled 4th of July weekend! 4 Cristi Cristi E. Fry, PE, PLS Principal Surveyor/Engineer COAST Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com www.coast-inc.com phone: 805-242-6365 ext. 55 (forwards to cell) Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. On Wed, Jun 21, 2023 at 4:08 PM Symens, Sadie <ssymens@slocity.org> wrote: Hello again, Just checking in to request these documents again. Thank you. Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. 5 From: Symens, Sadie Sent: Thursday, May 25, 2023 9:57 AM To: 'cristi@coast-inc.com' <cristi@coast-inc.com> Subject: 1150 Laurel documents Hello Cristi, Thank you for taking the time to chat with us yesterday about the Laurel project. Could you please send over the subdivision approval agreement? Thank you. Sincerely, Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. 1 From:Travis Dunn <travis@westpacinv.com> Sent:Wednesday, July 12, 2023 10:13 AM To:Foster, Dylan Cc:Don Gross; Chuck Braff; Beech, Ryan Subject:RE: 1150 Laurel Lane - Private Sewer Lateral Violation Hi Dylan, Thank you for this. We will get to work on correcting this. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: Foster, Dylan <dfoster@slocity.org> Sent: Wednesday, July 12, 2023 9:05 AM To: Travis Dunn <travis@westpacinv.com> Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com>; Beech, Ryan <RBeech@slocity.org> Subject: RE: 1150 Laurel Lane - Private Sewer Lateral Violation Travis, Please reference the attached notice to correct regarding the property at 1150 Laurel Lane in San Luis Obispo. The due date for the correction/lateral replacement is 7/13/2024. Let me know if you have any questions. Thanks, Dylan Foster Environmental Compliance Inspector Public Utilities E dfoster@slocity.org T 805.781.7413 C 805.434.8324 slocity.org Stay connected with the City by signing up for e-notifications From: Foster, Dylan Sent: Monday, July 10, 2023 9:05 AM 2 To: Travis Dunn <travis@westpacinv.com> Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: 1150 Laurel Lane - Private Sewer Lateral Violation Travis, Thanks for the follow up on this. I’ll get a formal response out to you within the next couple of days vie USPS and email which has the corrective actions required. Thanks, Dylan Foster Environmental Compliance Inspector Public Utilities E dfoster@slocity.org T 805.781.7413 C 805.434.8324 slocity.org Stay connected with the City by signing up for e-notifications From: Travis Dunn <travis@westpacinv.com> Sent: Thursday, July 6, 2023 3:23 PM To: Foster, Dylan <dfoster@slocity.org> Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: 1150 Laurel Lane - Private Sewer Lateral Violation This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Dylan, I wanted to follow up on this and ensure that you received it as I have not heard back from you regarding this. Can you let me know that you have received it and then we can figure out the next steps to repair the sewer lateral. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: Travis Dunn Sent: Thursday, June 22, 2023 12:19 PM To: Dfoster@slocity.org 3 Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: 1150 Laurel Lane - Private Sewer Lateral Violation Hi Dylan, Please find links below to two videos of the existing sewer laterals and attached is the completed report. Please let me know if you have any questions. https://www.dropbox.com/s/rp2nyz7zn4rjlee/2023-05-31-18-47-20.mp4?dl=0 2023-05-31-18-47-20.mp4 Shared with Dropbox www.dropbox.com https://www.dropbox.com/s/i9mirlvansbxbrv/2023-05-31-19-04-18.mp4?dl=0 2023-05-31-19-04-18.mp4 Shared with Dropbox www.dropbox.com Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com 1 From:Foster, Dylan Sent:Wednesday, July 12, 2023 9:05 AM To:Travis Dunn Cc:Don Gross; Chuck Braff; Beech, Ryan Subject:RE: 1150 Laurel Lane - Private Sewer Lateral Violation Attachments:Notice to Correct 05132023-5O.pdf Travis, Please reference the attached notice to correct regarding the property at 1150 Laurel Lane in San Luis Obispo. The due date for the correction/lateral replacement is 7/13/2024. Let me know if you have any questions. Thanks, Dylan Foster Environmental Compliance Inspector Public Utilities E dfoster@slocity.org T 805.781.7413 C 805.434.8324 slocity.org Stay connected with the City by signing up for e-notifications From: Foster, Dylan Sent: Monday, July 10, 2023 9:05 AM To: Travis Dunn <travis@westpacinv.com> Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: 1150 Laurel Lane - Private Sewer Lateral Violation Travis, Thanks for the follow up on this. I’ll get a formal response out to you within the next couple of days vie USPS and email which has the corrective actions required. Thanks, Dylan Foster Environmental Compliance Inspector 2 Public Utilities E dfoster@slocity.org T 805.781.7413 C 805.434.8324 slocity.org Stay connected with the City by signing up for e-notifications From: Travis Dunn <travis@westpacinv.com> Sent: Thursday, July 6, 2023 3:23 PM To: Foster, Dylan <dfoster@slocity.org> Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: 1150 Laurel Lane - Private Sewer Lateral Violation This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Dylan, I wanted to follow up on this and ensure that you received it as I have not heard back from you regarding this. Can you let me know that you have received it and then we can figure out the next steps to repair the sewer lateral. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: Travis Dunn Sent: Thursday, June 22, 2023 12:19 PM To: Dfoster@slocity.org Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: 1150 Laurel Lane - Private Sewer Lateral Violation Hi Dylan, Please find links below to two videos of the existing sewer laterals and attached is the completed report. Please let me know if you have any questions. https://www.dropbox.com/s/rp2nyz7zn4rjlee/2023-05-31-18-47-20.mp4?dl=0 3 2023-05-31-18-47-20.mp4 Shared with Dropbox www.dropbox.com https://www.dropbox.com/s/i9mirlvansbxbrv/2023-05-31-19-04-18.mp4?dl=0 2023-05-31-19-04-18.mp4 Shared with Dropbox www.dropbox.com Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com City of San Luis Obispo, Public Utilities, 879 Morro Street, San Luis Obispo, CA, 93401‐2710, 805.781.7215, slocity.org NOTICE TO CORRECT Date: July 12, 2023 Case No. 05132023-5O Property: 1150 Laurel Lane San Luis Obispo, CA 93401 To: Laurel Creek II LP 505 Bath Street Santa Barbara, CA 93101 Dear Property Owner, On June 26, 2022, City of San Luis Obispo staff reviewed the Private Sewer Lateral Inspection Report and the attached videos. The following is a summary of observations and required corrective measures: Location within lateral (feet)1 Description of issue Corrective measure required Due Date Lateral no. 2 Break in connection and rough transition at city main Replace connection per municipal code section 13.08.395 7/13/2024 Lateral no. 2 Entire length of lateral is cast iron and shows signs of deterioration Replace entire lateral with current city standard specifications p city municipal code section 13.08.395 7/13/2024 1According to the CCTV submitted to the City of San Luis Obispo Per the City’s municipal code section 13.08.395(B)(2)(a) Private Sewer Laterals – Ownership, Maintenance, and Repair: Each property owner shall be responsible for maintenance and repair of their private sewer lateral in compliance with this section in a safe and sanitary condition, including: Private sewer laterals shall be free of displaced joints, breaks, offsets, structural defects, damage, open joints, missing portions of pipe, root intrusion, cracks, leaks, sediment deposits or any other similar conditions, defects, or obstructions likely to cause to contribute to blockage of the private sewer lateral or the public sewer. You must voluntarily correct the above noted Municipal code violation(s) no later than July 13, 2024. Failure to correct the violation(s) by the specified date will result in the issuance of an Administrative Citation requiring payment of administrative fines in accordance with SLOMC Chapter 1.24. For Municipal Code violations that remain uncorrected after issuance of an Administrative Citation, the City may seek enforcement by other civil or criminal remedies. We look forward to working with you to resolve these violations and would like to thank you for your anticipated efforts to maintain your private sewer lateral and to help preserve the health and safety of our community. If you have questions, please contact the undersigned inspector. Sincerely, Dylan Foster Environmental Compliance Inspector E dfoster@slocity.org T (805) 781-7413 1 From:Foster, Dylan Sent:Monday, July 10, 2023 9:05 AM To:Travis Dunn Cc:Don Gross; Chuck Braff Subject:RE: 1150 Laurel Lane - Private Sewer Lateral Violation Travis, Thanks for the follow up on this. I’ll get a formal response out to you within the next couple of days vie USPS and email which has the corrective actions required. Thanks, Dylan Foster Environmental Compliance Inspector Public Utilities E dfoster@slocity.org T 805.781.7413 C 805.434.8324 slocity.org Stay connected with the City by signing up for e-notifications From: Travis Dunn <travis@westpacinv.com> Sent: Thursday, July 6, 2023 3:23 PM To: Foster, Dylan <dfoster@slocity.org> Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: 1150 Laurel Lane - Private Sewer Lateral Violation This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Dylan, I wanted to follow up on this and ensure that you received it as I have not heard back from you regarding this. Can you let me know that you have received it and then we can figure out the next steps to repair the sewer lateral. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 2 Email travis@WestPacInv.com From: Travis Dunn Sent: Thursday, June 22, 2023 12:19 PM To: Dfoster@slocity.org Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: 1150 Laurel Lane - Private Sewer Lateral Violation Hi Dylan, Please find links below to two videos of the existing sewer laterals and attached is the completed report. Please let me know if you have any questions. https://www.dropbox.com/s/rp2nyz7zn4rjlee/2023-05-31-18-47-20.mp4?dl=0 2023-05-31-18-47-20.mp4 Shared with Dropbox www.dropbox.com https://www.dropbox.com/s/i9mirlvansbxbrv/2023-05-31-19-04-18.mp4?dl=0 2023-05-31-19-04-18.mp4 Shared with Dropbox www.dropbox.com Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 3 Email travis@WestPacInv.com 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Thursday, July 27, 2023 12:44 PM To:Nichols, Vanessa Cc:Chuck Braff; Travis Dunn; building Subject:RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Vanessa, Following up on this for the 2” meter. Please send us a work order and invoice so we can schedule the installation in the field. Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Michaela Denny Sent: Wednesday, July 26, 2023 9:11 AM To: Nichols, Vanessa Cc: Chuck Braff; Travis Dunn; building Subject: RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Vanessa, Can we revise this work order to include a 2” Commercial meter as well? Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Nichols, Vanessa <vnichols@slocity.org> Sent: Wednesday, June 28, 2023 12:55:31 PM To: Michaela Denny <michaela@westpacinv.com> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com>; building <building@slocity.org> Subject: RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Hi, Attached you will find the work order for the new water meter for this project. Let me know if you have any questions or if I can be of an additional assistance. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org 2 Stay connected with the City by signing up for e-notifications From: building <building@slocity.org> Sent: Wednesday, June 28, 2023 10:31 AM To: Nichols, Vanessa <vnichols@slocity.org> Subject: FW: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Work Order for Laurel Creek Apts Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 27, 2023 3:08 PM To: building <building@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com> Subject: BLDG-1885-2020 Laurel Creek Apartments - Water Meters This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Good Afternoon, Reaching out to obtain utility work orders for the new 2” and 6” waterlines that we are installing on the frontage of 1150 Laurel Lane per BLDG-1885-2020 & PM SLO-19-0114. Our underground subcontractor will be starting the street improvements tomorrow under the encroachment that we have with public works. I’ve been told that Building will supply the work order and then public works will coordinate the installation of these water meters. Let me know if there is anything you need from me to get these work orders processed. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 1 From:McCaffrey, Sean Sent:Friday, July 7, 2023 4:31 PM To:Heather Wiebe Cc:Ben Gulstad; Travis Dunn; Chuck Braff; Nelson, Trevor; Loew, Michael Subject:RE: Laurel Creek - Empire Electric TI Mike, Can you see if the exterior wall would need to be rated for (1) an hour & have the windows be protected per egress court section 1029? This is at 1150 Laurel Lane TI permit for Empire Electric. -Sean 2 3 From: Heather Wiebe <heather@arris-studio.com> Sent: Friday, July 7, 2023 4:04 PM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Chuck Braff <chuck@westpacinv.com>; Nelson, Trevor <tnelson@slocity.org> Subject: RE: Laurel Creek - Empire Electric TI Hi Sean, An “egress court,” per the commentary below implies that the space is confined between two or more solid objects, per the comment, “sufficiently open to prevent the accumulaƟon of smoke and toxic gasses.” The south sidewalk is adjacent to only th e building and an open guardrail on one side shouldn’t cons Ɵtute a fence or other obstrucƟon that would allow the accumulaƟon of smoke in any way. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Friday, July 7, 2023 3:37 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Chuck Braff <chuck@westpacinv.com>; Nelson, Trevor <tnelson@slocity.org> Subject: RE: Laurel Creek - Empire Electric TI Heather, Let me get up with Mike Loew when he gets back Monday. Again, hopefully I’m incorrect but wanted to give you a heads-up ASAP due to the work being performed out in the field. 4 ARRIS Response: Our understanding of the code secƟon it that an “egress court” would be either exiƟng through an enclosed courtyard or between the building and a fence on a side yard for instance. Sean Response: I agree. With the limited TI plans I don’t have the full picture, but I would consider a egress court between a building and a guardrail to be the same as the highlighted section above. 5 From: Heather Wiebe <heather@arris-studio.com> Sent: Friday, July 7, 2023 2:49 PM 6 To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Chuck Braff <chuck@westpacinv.com>; Nelson, Trevor <tnelson@slocity.org> Subject: Laurel Creek - Empire Electric TI This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sean, Thank you for the call earlier today regarding your concern with the Empire Electric TI exit doors at the perimeter of the building. The concern was that those doors were considered an “egress court,” once one exits the warehouse and would then require rated glazing along the exisƟng perimeter office. Below is the definiƟon from the code for “egress court”, which states a “court” or yard”. This direct exit is considered neither a “court” or “yard” per the below definiƟons and code and commentary. The exterior sidewalk along the south side of the building is not “confined by exterior walls or other elements.” Our understandi ng of the code secƟon it that an “egress court” would be either exiƟng through an enclosed courtyard or between the building and a fence on a side yard for instance. Please let us know if you agree with our interpretaƟon above. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 1 From:Chuck Braff <chuck@westpacinv.com> Sent:Friday, July 7, 2023 2:44 AM To:Hanh, Hannah Cc:Cristi Fry; Heather Wiebe Subject:Re: 1150 Laurel documents Attachments:Laurel.P1.Ease 04.pdf; 2023-06-27 Laurel Airspace & ARCH COA matrix.pdf; 20230602-PTR Parcel 1.pdf; 02_20230330; 22061_FINAL PM SLO 21-0007.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hannah- can you please confirm this is received and being routed? Also, an expected return date? Thanks Chuck Braff M: 310.990.6897 On Jun 30, 2023, at 6:21 PM, Cristi Fry <cristi@coast-inc.com> wrote: Hi Sadie, Thanks for your patience! Please find attached items for your review: Draft Joint Use Agreement Updated Prelim Title report dated 6/2/23 COA matrix with status updates Latest Draft of the subdivision map You and Christine please have a safe and fun filled 4th of July weekend! Cristi Cristi E. Fry, PE, PLS Principal Surveyor/Engineer COAST Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com www.coast-inc.com phone: 805-242-6365 ext. 55 (forwards to cell) Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. On Wed, Jun 21, 2023 at 4:08 PM Symens, Sadie <ssymens@slocity.org> wrote: 2 Hello again, Just checking in to request these documents again. Thank you. Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. 3 From: Symens, Sadie Sent: Thursday, May 25, 2023 9:57 AM To: 'cristi@coast-inc.com' <cristi@coast-inc.com> Subject: 1150 Laurel documents Hello Cristi, Thank you for taking the time to chat with us yesterday about the Laurel project. Could you please send over the subdivision approval agreement? Thank you. Sincerely, Sadie Symens pronouns she/her/hers Deputy City Attorney City Attorney's Office E ssymens@slocity.org slocity.org Stay connected with the City by signing up for e-notifications The information contained in this e-mail message is intended only for the CONFIDENTIAL use of the designated addressee named above. The information transmitted is subject to the attorney-client privilege and/or represents confidential attorney work product. Recipients should not file copies of this email with publicly accessible records. If you are not the designated addressee named above or the authorized agent responsible for delivering it to the designated addressee, you received this document through inadvertent error and any further review, dissemination, distribution or copying of this communication by you or anyone else is strictly prohibited. IF YOU RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONING THE SENDER NAMED ABOVE AT (805) 781-7140. Thank you. NG:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, COVER SHEET, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, COVER SHEET 2, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 PARCEL 2PARCEL 17 0 PM 7 9 TRACT 213217 MB 65PARCEL 129 PM 25 CITY DOC NO. 1995-060294POR. LOT 271 R.S. 19 SLCUSD711 O.R. 108 22PARCEL 482 PM 82N.A.P.PARCEL 382 PM 82N.A.P.PARCEL 2SLO AL 22-0011 DOC# 2022-032524N.A.P.S.P.R.R.1234612345678910G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, BOUNDARY SHEET, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 L1L2L3L4L5L6L7L8L9L10L11L12L13L14 L15L16L17L18 L20L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50 L167L66L71L135 L72L138G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, PARCEL TIES, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 L51L52L53L54 L57L58L59 L68L69L70L73 L74 L75L94L95L102L116 L71L132L135L138 L141L142L143 L144L145 L146L153L157L60L61 L62L63L66L67 L72L76 L77L78 L79L80 L81 L82L83L84L85 L86L87L88L89L90 L91L92L93L96L98L99L100L101 L129 L130 L131L134L136 L55 L56L65L139L147L148 L149L150 L151L152 L158L160L163L17L50 L15L16L12L18L11L1L14 L23L29L36 L38 L49L45L46L47L48L40L37L35L33L34L22L39L28 L27L25L43L30 L2L3L5L7L9L4L6L8L10L13L20L21L24 L26L41L42L44L97L32L31 L64L109 L167 L103L104L105L106L107L108L109 L110L111L112 L113L114L115 L117L118L119L120L121L122L123L124L125L126L127 L128L133L137 L64L154 L155L156L161 L162L159L164 L165L166L19L140L168 L169L94L95L102 L57L23L53L52L88L86L87L75L73L60L58L54 L74 L50 L1L49L45L46L47L48L22L2L3L5L7L9L4L6L8L10L20L21L51L59L116L70 L68L71L135L69L132L138L65 L145 L143L90 L144L142L89L141L157G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, PARCEL B&D, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365L20L2L13L117L115L113L114L166L133L74L72L73L21L158L63L12L56L14L3L58L59L1L57 L99L101L98 L100 L39L40 L38 L41L82L84L83 L81 L27L28 L85L80 L28 L79 A6A6B6B6C6C6L19L118A6B6C6 L44 L94 L96 L102 L97L93L43L95L42 L20L74 L140L73 L21L155 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, SECTIONS, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, EASEMENTS, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 6/27/23 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX COA Description Responsibility Status Notes PM SLO 21-0007 Airspace Parcel Map COAs Approved Aug 23, 2021 for 2-years Expires Aug 23, 2023 General Conditions: 1 2 3 Section 3: Approval 1 Any required building permits for utility installations , relocations, or building alterations shall have all work completed and receive final inspection approvals to the satisfaction of the Building Official prior to recordation of the map.City and Owner Final inspections/Cert of Occupancy for Permit 1885-2020 will satisfy PIPs-Bond for Recycled Water Line along Southwest PL-City to prepare Agreement for owner signature. SIPs-Existing subdivision agreement to install utilities and construct improvements associated with prior 4 lot subdivision (PM SLO 19-0114, 82 PM 82 ). Commercial water meters and relocate commercial water service to warehouse and 116 Laurel Lane (parcel 2). Bus stop and street light on Laurel Lane. Warehouse Permit BLDG#1885-2020 - Residental water meter, BFP, and 6" residential domestic water service line, commercial BFP, underground onsite overhead electric, residential sewer lateral. Shared Fire Supression System Plans under review (FIRE-1268-2023) Utility Company Permits - Joint PG&E trench with TV & Tele (Charter and AT&T) installed May/June 2023. Separate joint Gas trench with Fiber Optics (Astound) installed June 2023. 2 All project conditions and noted code requirements associated with Planning Commission’s approval of the projects on November 18, 2020 (Resolution No. PC-1027-20) shall be incorporated herein as conditions of approval.All See PC1027-20 COAs ARCH-0227-2020 & USE-0228-2020 approval Mixed Use Warehouse COAs for adding 100 Apts 3 Common facilities shall be privately owned and maintained by the Homeowner's or Property Owner’s Association (HOA) and shall be covered in the CC&Rs. Owner's legal counsel Draft JUA submitted to City 11/23/22 No CC&Rs or POA - Joint Use Agreement has been submitted for review Arch 1027-2020 COAs - see attached #8 & #9 - shared parking #11 - building lighting and site lighting #13 - landscape material in right of way #14 - define street tree maintenance in frontage (n/a - site frontage is a driveway) #30 - propane storage #36 - existing and future sewer laterals for Parcel 2, PM 19-0114, 82 PM 82 #40 - residential water submeters for apartments required to be read 4 If the map is proposed to be recorded in phases, a phasing plan must be submitted and approved by the Community Development Director prior to any recordation. Any conditions requiring improvements to the site shall be executed in connection to recordation of the first proposed phase, unless specifically deferred by the Community Development Director, Public Works Director, Utilities Director, or Fire Marshall. Map will not be phased N/A Map not phased, only phased Apartment construction All site utilties to be installed with 1st phase of Apts BLDG-1885-2020 (See COA #1) Planning Division: General Conditions 1 of Laurel Airspace COA's 6/27/23 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 5 The subdivision shall be recorded with a parcel map. The parcel map preparation and monumentation shall be in accordance with the City’s Subdivision Regulations, Engineering Standards, and the Subdivision Map Act. The parcel map shall use U.S. Customary Units in accordance with the current City Engineering Standards. Coast Engineering & Survey In Process Monuments exterior to Parcel 1 to be set prior to map recordation (to be completed by end of July 2023). 6 The parcel map exhibits, and legal descriptions submitted for map recordation shall be prepared by a California Licensed Land Surveyor or Civil Engineer authorized to practice land surveying.N/A N/A None needed. 7 A separate application, checklist, supporting documents, and a map review fee shall be submitted to the Engineering Division to process the parcel map to recordation. Coast Engineering & Survey 1st submittal 11/23/22 2nd submittal 3/23/23 Map Check fees paid and Draft 3-D subdivision map submitted to Public Works 8 The submittal for map recordation shall include a current title report. An electronic copy of the title report with embedded links to referenced documents is preferred. If not available, the submittal shall include a copy of each of the pertinent referenced documents. Coast Engineering & Survey & FirstAm OK Title Report updated June 3, 2023 9 Unless otherwise approved by the director for deferral to building permit issuance, park in-lieu and park development fees shall be paid for each new apartment/dwelling unit prior to map recordation. The fees shall be based on the fee resolution in effect at the time of map recordation or permit issuance, whichever timing is pertinent.Owner/City Park-In Lieu Fee To be Paid by Owner 1. Park In-Lieu (Public Works) Fee based on 75 Apartments - $3,000 x 75 units = $225,000 to be paid. 2. Park Improvement (Building) Fee - $158,000 has been PAID 10 Separate and/or amended CCR’s shall be submitted to the Engineering Divisions in conjunction with the Parcel Map submittal and application for this re-subdivision. The CCR’s shall be reviewed and approved by the City and shall be recorded concurrently with the parcel map. Owner's legal counsel Submitted 11/23/22 Draft of Joint Use Agreement submitted to City with 1st map submittal, no comments back yet. 11 The map, supporting documents, and proposed construction shall show and note compliance with the Fire Code and California Building Code as amended by the City of San Luis Obispo Arris Done Shared Fire Supression System Plans under review (FIRE-1268-2023) Building Permit Plans show compliance with the Fire Code and California Building Code - permit issuance satisfies this condition. 12 Pursuant to Government Code § 66474.9(b), 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 subdivision, and all actions relating thereto, including but not limited to environmental review.Owner/City Done Included in standard City Permit language 1 Water service meters shall be adequately sized to serve the existing uses and proposed dwelling units. Construction plans submitted to create residential areas identified in the subdivision shall identify the existing meter size and service laterals on site and must be designed to the satisfaction of the Utilities Director. Arris/ Metrics Mech/ civil Done SIPs bonded for PM 19-0114 show relocation of the existing commercial meter and installation of a new waterline on Parcel 1 to the warehouse. BLDG -1885-2020 civil sheets installation of 4" residential meter and 6" water service line on Parcel 1 to the warehouse (P1.10 & P 3.10 call out a 4" waterline, but it is a 6" - to accomodate 44 more apts per BLDG-2788-2022) 2 Construction documents submitted to create residential areas identified in the subdivision shall demonstrate compliance with occupancy requirements for the entire structure, with all residential units and other uses shown. As there is no allowance for Unlimited Area for mixed use buildings containing group R- 2 occupancies, the warehouse loses its unlimited area and must comply with the area limitations found in Chapter 5 of the Building Code. The building shall be separated by compliant Fire Walls in accordance with Chapter 7 of the Building Code so as not to exceed area limitations and such that no residential units are within the building area containing high-piled combustible storage or other use identified as prohibited in the Zoning Ordinance for mixed-use buildings.Arris In Process Fire Dept review and approval of building plans satisfies this condition. Separate booster to Ernst for high pile combustibles - adequate for Cal Fire occupation Jan 2023 until new system installed for apts (under review FIRE-1268-2023) See COA #11 Permit 1 = 31 units (BLDG #1885-2020) permit and revisions to permit issued Permit 2 = 44 units (BLDG #2788-2022) under review (1st submittal July 2022, 3rd submittal June 2023) Engineering Division: Public Works/Community Development Director Indemnification: Informational Notes on Code Requirements Utilities Department: Fire Department: 2 of Laurel Airspace COA's 6/27/23 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 3 of Laurel Airspace COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX COA Description Responsibility Status Notes Resolution No 20-____ approved _________ Section 1: Findings General Conditions: 1 2 3 Section 3: Approval 1 Final project design and construction drawings submitted for a building permit shall be insubstantial compliance with the project plans approved by the Planning Commission (ARCH-0227- 2020 & USE-0228- 2020). A separate, full- size sheet shall be included in working drawings submitted for a building permit that lists all conditions and code requirements of project approval listed as sheet number 2. 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. Arrris done BLDG #1885-2020 Sheet A 0.11 lists conditions and code requirements. List updated 10/3/22 on Rev 23 to Permit set. 2 Prior to issuance of building permits, the applicant shall demonstrate compliance for the existing uses and associated activities within the warehouse, in accordance with Municipal Code 17.70.130.D.4 ( Limitations on Use). Consistent with Municipal Code 17.70.130.D.4 requirements and the intent of this section, the following uses and activities (whether existing or planned) shall be prohibited within the warehouse and on the subject property: Large Vehicle/ Heavy Equipment Sales (Services or Rentals) Major Vehicle Services (Repair/ Maintenance) Freight/Truck Terminals, Fuel Dealer (or any storage of flammable liquids or hazardous materials beyond that normally associated with a residential use) Building Materials and Services — Outdoor Heavy Manufacturing (or industrial activities that include welding, machining, or any open flame work) owner/Arris done The warehouse uses/tenants comply Plan approval, Permit issuance, and future TI plans satisfies this COA. 3 The project shall comply with all mitigation measures and conditions, applicable to the project site, established under City Council Ordinance No.1350 (1999 Series) and Council Resolution No. 8919 (1999 Series). None Apply N/A Environ Review docs/Initial Study for: 21-94 Crux and 1998 Warehouse 132- 98 ARCH & Zone Change to MU 4 Plans submitted for a building permit shall call out the colors and materials of all proposed building surfaces and other improvements. Colors and materials shall be consistent with the color and material board submitted with the Development Review application. Arris done Color and materials called out on plans. Plan approval and Permit issuance satisfies this COA. 5 Plans submitted for a building permit shall show floor plans for units 229 through 253 that do not create a space that meets the Zoning Regulations' definition of "bedroom". This can be accomplished by removing the door and wall that separated the room from the entryway. Arris done The wall and door separating the "office" near the entry of the units from the entry area removed. Plan approval and Permit issuance satisfies this COA 6 Plans submitted for a building permit shall include recessed window details or equivalent shadow variation, and all other details including but not limited to awnings, and railings. Plans shall indicate 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 all design features that reflect the architectural style of the project and are compatible with the neighborhood character, to the approval of the Community Development Director. Arris done The window details, awning and railings, materials, dimensions and colors were included for review. Plan approval and Permit issuance satisfies this COA. 7 The property owner shall be responsible for maintaining and updating the current parking calculation for the commercial component of the project upon the submittal of Planning and Building permits for tenant changes or improvements, and/or each business license, to ensure the site does not become under-parked. Arris done Each phase submitted to the City has included the commerical tenant areas and shows adequate parking is being provided for all occupants. 8 Prior to building permit issuance, the applicant shall complete an Off-site Parking Agreement identifying all required parking for the project that is located on adjacent parcels as identified by theTentative Parcel Map (SLO 19-0114), parking spaces located on adjacent parcels 2 and 4, shall be used to provide the required parking for the proposed project. Attorney/Owner In Progress A Shared Use Agreement, including parking, was recorded concurrently with 82 PM 82 which identifies the existing parking on adjacent parcels. A Joint Use Agreement will be recorded with the 3-D subdivision of the warehouse (SLO PM 22-0007) which will amend or restate the original shared parking agreement . 9 The parking spaces located on the adjacent parcels shall be owned, leased or otherwise controlled by the party controlling the use 1150 Laurel Lane, until required parking for the use of the building can be provided on-site or the use changes with a lower parking requirement. This permit shall be valid only for the operation of the proposed mix-use development at 1150 Laurel Lane. Expansion, modification and/or change of the uses, not substantially in conformance with this permit, shall require City approval. Attorney/Owner In Progress See COA #8 10 Plans submitted for a building permit shall clearly depict the location of all required short and long-term bicycle parking for all intended uses, plans submitted for construction permits shall include bicycle lockers or interior space within each residential unit or other area for the storage of at least two bicycle per residential unit. Sufficient detail shall be provided about the placement and design of bike racks and lockers to demonstrate compliance with relevant Engineering Standards and Community Design Guidelines, to the satisfaction of the Public Works and Community Development Directors. Arris done Dedicated long term bike storage rooms located within the building and short term racks provided onsite for 75 residential apartments, see Plans BLDG-1885-2020 (permitted) and BLDG-2788-2022 (under review). Airspace COAs ADD - (ARCH-0227-2020) Planning Division: General Conditions 1 of Laurel Warehouse COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 11 The locations of all lighting, including bollard style landscaping or path 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. 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 §17.70.100 of the Zoning Regulations. Arris/Above Grade done Lighting included in BLDG-1885-2020 Revised permit set submitted Oct 2022. Plan approval and Permit issuance satisfies this COA. See also COA # 29. 12 Mechanical and electrical equipment shall be located internally to the building. With submittal of working drawings, the applicant shall include sectional views of the building, which clearly show the sizes of any proposed condensers and other mechanical equipment. If any 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 Arris done Mechanical and electrical equipment is internal to building. Mechanical on roof reviewed by City. Plan approval and Permit issuance satisfies this COA. 13 The storage area for trash and recycling cans shall be screened from the public right-of-way consistent with §17.70.200 of the Zoning Regulations. The subject property shall be maintained in a clean and orderly manner at all times, free of excessive leaves, branches, and other landscape material. The applicant shall be responsible for the clean-up of any landscape material in the public right- of-way. owner/Arris done Trash enclosures have trellises for screening. Language is included in City Permits for clean and orderly site free of landscape debris. 14 The applicant shall submit a landscaping plan containing an irrigation system plan with submittal of working drawings for a building permit. 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. The surfaces and finishes of hardscapes shall be included on the landscaping plan. The landscape plans shall provide mature landscaping along the street frontage of the new structure that is of an evergreen species and a minimum size of 5 gallons, that complements the buildings architecture, subject to the satisfaction of the Community Development Director. landscape done Irrigation and planting plans approved per Permit BLDG-1885-2022 and under review per BLDG-2788-2022. Parcel 1 does not have landscape frontage on Laurel Lane. 15 Plans submitted for construction permits shall include elevation and detail drawings of all walls and fences. Fences, walls, and hedges will comply with the development standards described in the Zoning Regulations (§17.70.070 —Fences, Walls, and Hedges). landscape/civil/structu ral done Walls and fences have been included on plans. Plan approval and Permit issuance satisfies this COA. 16 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 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 Director. landscape/civil done BFPs shown on civil plans for Permit BLDG-1885-2022. Plan approval and Permit issuance satisfies this COA. 17 The design of proposed structures shall demonstrate compliance with required noise attenuating construction techniques that reduces noise exposure to acceptable levels. Exposure in outdoor activity areas must not exceed 60dB and indoor exposure must not exceed 45dB consistent with the City' s Noise Ordinance. Plans submitted for construction permits must clearly indicate and describe noise attenuation measures, techniques, and materials, and a noise consultant shall verify that the building design and construction reduces noise from the warehouse spaces and the restaurant/brewery, to meet the standards of the City's Noise ordinance. Arris done Acoustical consultant provided plan review. Acoustical reports were included with the 1st submittal of the BLDG-1885-2020 permit set. Plan approval and Permit issuance satisfies this COA. 18 Prior to building occupancy, the owner of the property shall provide a Residential Noise Notice in writing for residential occupants stating that the property is located within a commercial zone in an urban-type environment and that noise levels may be higher than a strictly residential area. Owner In Progress City to provide document template for owner to sign 19 Prior to building permit approval, a separate sign program document shall be provided to the Community Development Department (CDD) that clearly shows all existing and newly approved wayfinding and tenant identification signage, including their approved locations, sizes, and dimensions. The sign program submitted shall be reviewed for consistency with the plans approved by the Planning Commission and kept on file for future reference. The approved sign program shall be provided by the property owner to any new or existing tenants. Any signage proposed that is not onsistent with the sign program shall require an architectural review. Owner/Arris In Progress Deferred submittal Housing 20 Prior to the issuance of construction permits, the city and the project owners shall enter into an Affordable Housing Agreement, to be recorded in the office of the county recorder. The agreement shall specify mechanisms or procedures to assure the continued affordability and availability of a minimum of 1 dwelling unit to low-or moderate-income households that is of a comparable mix of the market rate units in size and quality, to the satisfaction of the Community Development Director. The agreement shall run with the land and shall be binding upon all heirs, successors or assigns ofthe project or property owner, and shall ensure affordability for a period of not less than fifty-five years, or as otherwise required by state law. The developer may choose to pay a fee to the City in lieu of constructing affordable dwellings to meet this requirement, in accordance with Section 17.138.060. Owner/City City to prepare. To be recorded prior to CofO of 44 apartments Unit to be identified and City to prepare Affordable Housing Agreement for owner signature. Engineering 2 of Laurel Warehouse COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 21 The building plan submittal shall show and note all on-site and off-site improvements. Any upgrades to the connection to the railroad safety trail or other work located on a City owned parcel or public right-of-way will require a separate encroachment permit. Arris/civil/owner done Improvements shown on permit BLDG-1885-2020. 22 The building plan submittal shall show and note compliance with the parking and driveway standards for any proposed or required parking lot modifications. civil done Plan approval and Permit issuance satisfies this COA. 23 The existing parking lot planters shall be replanted with trees per the original approvals or as proposed with the building permit plan submittal to the satisfaction of the Planning Division. The applicant shall review the existing parking lot tree plantings to verify whether the trees in decline may need to be removed and replaced. The landscape irrigation system(s) shall be restored, or a program of hand watering shall be established. landscape In Progress Plan approval and Permit issuance satisfies this COA. To be confirmed at final building inspection. 24 The building plan submittal shall include information on the existing parking lot drainage systems and any existing water quality treatment systems. The approved building plans for the existing drainage system and basins were not available at the time of this review. civil done Existing drainage systems shown on civil site plan sheet for Permit BLDG- 1885-2020. 25 An Operation and Maintenance Manual shall be provided for the existing and proposed water quality treatment systems. A Private Stormwater Conveyance Agreement shall be recorded in a format provided by the City. civil/Owner Under review. To be recorded prior to Occ. of 44 apartments. Civil provided O&M for onsite storm water facilities. Plan approval and Permit issuance indicates adequacy of design. Owner to sign Private Storm Water Conveyance Agreement and record. Stormwater treatment planters and drainage improvements were added in parking areas on Permit BLDG #1885-2020 Revised set submitted Oct 2022. 26 The existing parking lot drainage systems that drain directly to the adjoining creek and culvert systems along the north(WEST)erly and (SOUTH)westerly property lines shall be upgraded to provide some level of water quality treatment prior to discharge to the adjoining drainageways. The proposal shall consider Best Management Practices and provisions for some trash capture. Passive Low Impact Development treatment systems that encourage some infiltration and retention should be considered. The existing site development may accommodate landscape features such as dry creeks and basins. The existing two drainage outlets shall be upgraded to stabilize or correct the areas of minor erosion. civil done Treatment planters, stormwater chambers, bubbler/trash capture shown at creek weir outlet in west parking lot and filter insert shown in east parking area DI on civil plans for BLDG-1885-2020. Plan approval and Permit issuance satisfies this COA. 27 Prior to building permit issuance, the existing pedestrian path of travel from Laurel Lane to the project site shall be secured through easement recordation or a new path of travel shall be provided that does not cross adjacent parcels, to the satisfaction of the Community Development and Public Works Directors. civil/ Arris/Coast BLDG-1885- 2020 to be revised. Easement to be recorded prior to Occ. of 31 apartments. Public walk connection/sidewalk from Laurel Lane to warehouse shown within Parcel 1 on civil plans for Permit BLDG# 1885-2020. Easement will be provided for interim use of the existing ADA walkway through Parcel 3, 82 PM 82. Improvements to be fully constructed via BLDG 1885-2020 and easement to be provided prior to Occupancy for the 31 Apts. Transportation Division - Public 28 Per the Transportation Analysis dated August 24, 2020, clear pedestrian travel paths shall be constructed along the northwest and northeast sides of the building, as well as connecting to on-site amenities, including the existing sports courts. Arris/civil done Pedestrian paths along northwest and northeast and connecting to site amenities included on arch and civil plans for BLDG-1885-2020. 29 Per the Transportation Analysis dated August 24, 2020, the connection from the Railroad Safety Trail to the project site shall be improved to include lighting. Additionally, the bike trail connection should be conveniently accessible, marked or signed from any of the building access points. Ideally, the bike trail would provide a direct connection to the parking lot. Arris/electrical/civil done See COA # 11 - Lighting added to pathway connecting site to Rail Road Safety Trail on Permit BLDG-1885-2020. Fire Department: 30 Storage of propane for forklifts: The City' s amended Fire Code allows up to five gallons of propane (LPG) for use in outdoor appliances in residential properties. Indoor storage of LPG for use of forklifts in the warehouse would be beyond what is allowed for residential use as defined in the zoning code for mixed use projects in manufacturing zones. All LPG storage shall be removed from the warehouse and stored in an exterior secured enclosure. Owner/Fire Dept done LPG Storage has been removed. 31 All current uses of the warehouse shall be identified and shall comply with the conditions and limitations of the proposed project. Future uses shall be approved by the Fire Department prior to application for a City Business License or implementation of the proposed use. Any use that would require a Fire Department operating permit including, but not limited to high - piled combustible storage will not be permitted. Arris / Owner done Arris has provided suite identification for each commercial tenant in the warehouse. Ownership to regulate future tenants and City Business Licenses. High piled storage was allowed by the Fire Marshal on the condition of separating the high piled storage areas from any residential uses. 32 Plans submitted for a building permit shall demonstrate compliance with occupancy requirements, as there is no allowance for Unlimited Area for mixed use buildings containing group R-2 occupancies, the warehouse loses its unlimited area and must comply with the area limitations found in Chapter 5 of the Building Code. The Building shall be separated by compliant Fire Walls in accordance with Chapter 7 of the Building Code so as not to exceed area limitations. Arris done Arris provided detailed code analysis for the warehouse showing allowable uses and separated areas of the building for 31 apartments in Permit BLDG 1885-2020. The application submitted for the 44 apartments (currently under review) provided additional code analysis showing compliance. Utilities 33 The construction plans for sewer and water services shall be in accordance with the engineering design standards in effect at the time the building permit is approved. mech/civil done Water and sewer service lines shown on SIPs and BLDG-1885-2020. Plan approval and Permit issuance satisfies this COA. 3 of Laurel Warehouse COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 34 All utility easements dedicated to the City shall comply with the latest engineering design standards and shall have reasonable alignments needed for maintenance of public infrastructure. Survey N/A Public utility easements not needed for development associated with ARCH 1227-2020 35 The applicant or property owner shall provide with the building permit application a comparison of the existing sewer generations versus proposed sewer generations per Section 7 of the City' s 2020 Engineering Design Standards. civil done Plan approval and Permit issuance satisfies this COA. 36 Any sewer lateral that crosses one proposed parcel for the benefit of another shall provide evidence that a private utility easement appropriate for those facilities has been recorded prior to issuance of a Building Permit.Owner done Existing Shared Easement Agreement recorded concurrently with 82 PM 82 provides for sewer lateral from 1160 Laurel Lane (sewer laterals from Parcel 2 that cross Parcels 1 and 4). 37 All commercial uses within the project that include food preparation shall include provisions for grease interceptors and FOG (fats, oils, and grease) storage within solid waste enclosure( s) shall be provided with the design. These types offacilities shall also provide an area inside to wash floor mats, equipment, and trash cans. The wash area shall be drained to the sanitary sewer. Arris done No areas under scope of work within the warehouse provide preparation of food. FOG in SW trash shown on permit BLDG-1885-2020 38 The applicant or property owner shall provide with the building permit application a comparison of the existing water demands versus proposed water demands per Section 6 of the City' s 2020 Engineering Design Standards. civil N/A Sec 6 of the 2020 SLO City Engineering Standards have been reviewed and no requirements have been found for water demand comparisons. Plan approval and Permit issuance satisfies this COA. 39 Water service meters shall be adequately sized to serve the existing and proposed dwelling units. Construction plans will be required to identify the existing meter size and service laterals for the proposed project. civil/plumbing done A new 4" water meter and 6" waterline will be installed to serve the residential uses within the warehouse, see civil sheets, Permit BLDG-1885- 2020 40 The project' s commercial and residential uses shall be metered separately. All residential units are to be individually metered. Privately owned sub -meters may be provided for residential apartments upon approval of the Utilities Director. The CCRs for the property/homeowner association shall require that the sub -meters be read by the association (or P/ HOA contracted service) and each apartment billed according to water use. owner/plumbing In Progress Commercial water being relocated per PM SLO 19-0114 SIPs. Separate residential water meter and submeters being installed per BLDG 1885-2020. Language included in Joint Use Agreement for PM SLO 22-007 for reading of sub-meters. 41 Water meters shall be located within the City' s right- of-way consistent with City Standards. civil done Commercial meter shown on SIPs and Residential meter shown on BLDG 1885-2020 sheet C-3.1, both meters are within public right of way or in the adjacent 15' PUE 42 The site is within the City' s Water Reuse Master Plan area and landscape irrigation for the project shall utilize recycled water, when available. The project shall install 900- feet of 8" recycled water main along the southwest boundary of the parcel, to the satisfaction of the Utilities Director. civil/landscape In Progress Installation of the RWL is to be bonded for. City to prepare Agreement and owner to post security. 43 Recycled water shall be used for major construction activities, such as grading and dust control as required under Prohibited Water Uses; Chapter 13. 07.070.0 of the City' s Municipal Code. Recycled water is available through the City's Construction Water Permit program. civil done Noted on civil cover sheet. Plan approval and Permit issuance satisfies this Condition. 44 A separate meter shall be provided for non-residential landscape areas greater than 1000sf 2016 Green Building Code A5.304.2 Water Code Section 535 and City Uniform Design Criteria and shall comply with the requirements of Municipal Code Section MC 17.70.220.D, to the satisfaction of the Utilities Director. civil / landscape done This condition is satisfied. There is an existing separate irrigation water meter for the existing campus irrigation system. 45 The project's estimated total water use (ETWU) to support new ornamental landscaping shall not exceed the project's maximum applied water allowance (MAWA). Information shall be submitted during the Building Permit Review Process for review and approval by the Utilities Department prior to issuance of a Building Permit to support required water demand of the project's proposed landscaping. landscape done Plan approval and Permit issuance satisfies this COA. 46 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. owner/ contractor? In Progress 47 Commercial and residential refuse services shall be separate unless a letter of agreement between the tenants and a Conditional Exception Application from the City' s Development Standards for Solid Waste Services are provided to the City with the building permit submittal. Arris In Progress Letter of agreement between the tenants and a Conditional Exception Application from the City's Development Standards for Solid Waste Services being made. Plan approval and Permit issuance satisfies this COA. 48 The project will be required to provide a plan for the disposal, storage, and collection of solid waste material for both the residential and commercial components of the project. The development of the plan shall be coordinated with San Luis Garbage Company and a written confirmation shall be included in the building permit submittal. The plan must be submitted for approval by the City's Solid Waste Coordinator. Arris In Progress Plans being coordinated with the SLO Garbage Company. Plan approval and Permit issuance satisfies this COA. 49 Refuse bins shall be sized to provide a reasonable level of service. Separate refuse bins shall be accommodated within the site for the three (3) waste streams, trash, recycling, and organics. Arris done Load and sizing for each trash enclosure coordinated with trash company, see COA #48. Indemnification: 50 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 the City shall fully cooperate in the defense against an Indemnified Claim. Std COA In Progress Included in standard City Permit language and PM 21-0007 Subdivision Agreement language to be prepared by City. 4 of Laurel Warehouse COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX * A Joint Use Agreement, modifying, amending or restating the existing Shared Use Agreement will be recorded with language that will satisfy a portion, or all, of this COA. A Draft of the proposed Agreement was submitted to Public Works Department with 1st submittal of 3-D subdivison map (PM SLO 21-0007) on 11/23/2022. 5 of Laurel Warehouse COA's DECLARATION OF RECIPROCAL EASEMENTS, JOINT USE, AND MAINTENANCE RECORDED AT THE REQUEST OF: WHEN RECORDED RETURN TO: Laurel Creek, LP c/o WestPac Companies Attn. Patrick N. Smith 503 Bath Street Santa Barbara, CA 93101 THIS DECLARATION OF RECIPROCAL EASEMENTS, JOINT USE, AND MAINTENANCE (“Declaration”) is made by LAUREL CREEK, LP, a California limited partnership, (“Declarant”). 1.REAL PROPERTY OWNED BY DECLARANT: Declarant is the owner of all that certain real property and Improvements thereon located in the City of San Luis Obispo, County of San Luis Obispo, State of California, described as Parcels 1 through 9, inclusive, as shown on Parcel Map SLO 21-0007, filed for record on , in Book of Parcel Maps at Page , et seq., in the Official Records of the County of San Luis Obispo, State of California, and all Improvements situated thereon. 2.PURPOSE AND APPLICABILITY: A multistory building is constructed on Parcels 1 through 9, inclusive, as shown on the Map, as a single integrated structure (“Building”). This Declaration provides for the joint use, operation, maintenance, repair, and replacement of the various shared portions of the Building, and of certain Improvements constructed on Parcels 1 through 9, inclusive, that must be jointly used, operated, maintained, repaired, and replaced. Declarant hereby declares that the Project and all Improvements thereon are subject to the provisions of this Declaration. The Project shall be held, conveyed, hypothecated, encumbered, leased, rented, used, occupied, and improved subject to the terms and provisions of this Declaration. All such terms and provisions are declared to be in furtherance of the plan for the subdivision, improvement, and sale of the Project. All of the limitations, easements, uses, obligations, covenants, conditions, and restrictions stated in this Declaration shall run with the Project and shall inure to the benefit of and be binding on all Owners and all other parties having or acquiring any right, title or interest in any part of the Project. This Declaration shall not be interpreted to establish a “Common Interest Development,” as that term is defined in California Civil Code Section 4100, et seq. (or any successor statute), and the Project shall not be subject to the Davis-Stirling Common Interest Development Act. 3.DEFINED TERMS: Unless otherwise defined herein or unless the context clearly requires a different meaning, the terms used in this Declaration shall have the meanings specified in this Paragraph. (a)The term “Building” shall mean the multistory commercial and residential building constructed on Parcels 1 through 9, inclusive, as shown on the Map. (b)The term “Declarant” shall mean Laurel Creek, LP, a California limited partnership, and its successors and assigns. SPACE ABOVE THIS LINE FOR RECORDER’S USE (c)The term “Improvement” shall mean anything constructed, installed, or planted on real property, including but not limited to buildings, streets, fences, walls, paving, pipes, wires, grading, landscaping, and other works of improvement as defined in California Civil Code Section 8050, excluding only those Improvements or portions thereof which are dedicated to the public or a public or quasi-public entity or utility company, and accepted for maintenance by the public, such entity, or utility company. (d)The term “Map” shall mean Parcel Map SLO 21-0007, filed for record on , in Book of Parcel Maps at Page , et seq., in the Official Records of the County of San Luis Obispo, State of California. (e)The term “Owner” shall mean the holder of record fee title to a Parcel, including Declarant as to each Parcel owned by Declarant. If more than one person owns a single Parcel, then the term “Owner” shall mean all owners in fee title of that Parcel. The term “Owner” shall also mean a contract purchaser (vendee) under an installment land contract but shall exclude the contract vendor and any person having an interest in a Parcel merely as security for performance of an obligation. (f)The term “Parcel” shall mean each of Parcels 1 through 9, inclusive, as shown on the Map. (g)The term “Project” shall collectively mean (i) the Building, (ii) each of Parcels 1 through 9, inclusive, as shown on the Map, and (iii) all Improvements situated thereon or therein. (h)The term “Separate Facilities” shall mean those Improvements which solely serve a single Parcel, wherever located. (i)The term “Shared Facilities” shall collectively mean the Bathrooms, Bike Storage, Electrical Rooms, Elevators, Fire Suppression, Mail Room, Maintenance and Low Voltage Closets, Telecom Room, Utility Closets, Asphalt and Paving, Exterior Lighting, Frontage, Landscaping, Monumentation, Parcel 1 Access, Recycled Water, Stormwater Improvements, Trash, Utilities, and Water Meter. (1)The term “Bathrooms” shall collectively mean the bathrooms situated on Parcel 4, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (2)The term “Bike Storage” shall collectively mean (i) the bicycle storage room located on Parcel 1, serving Parcels 1 through 9, inclusive, (ii) the bicycle storage room located on Parcel 6, serving Parcels 6 and 8, and (iii) all Improvements associated therewith, excepting any Utilities. (3)The term “Electrical Rooms” shall collectively mean (i) the electrical equipment rooms situated on Parcel 1, serving Parcels 1 through 9, inclusive, (ii) the electrical equipment room situated on Parcel 4, serving Parcels 1 through 9, inclusive, and (iii) all Improvements associated therewith, excepting any Utilities. (4)The term “Elevators” shall collectively mean (i) the elevators situated on Parcel 1, serving Parcels 5, 7, and 9, (ii) the elevator rooms situated on Parcels 4 and 9, serving Parcels 5, 7, and 9, and (iii) all Improvements associated therewith, excepting any Utilities. (5)The term “Fire Suppression” shall collectively mean those portions of the fire suppression system serving Parcels 1 through 9, inclusive, wherever located, including but not limited to the fire risers, pumps, and pump house(s) located on Parcel 1, and all Improvements associated therewith, excepting any Utilities. (6)The term “Mail Room” shall mean the mail room situated on Parcel 4, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (7)The term “Maintenance and Low Voltage Closets” shall collectively mean the maintenance closets and the low voltage closets situated on Parcels 1, 5, 7, and 9, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (8)The term “Telecom Room” shall mean the telecommunications equipment and minimum point of entry (MPOE) room situated on Parcel 1, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (9)The term “Utility Closets” shall collectively mean the utility closets situated on Parcels 1 and 7, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (10)The term “Asphalt and Paving” shall mean the paved asphalt and concrete surfaces situated on Parcel 1, and serving Parcels 1 through 9, inclusive. (11)The term “Exterior Lighting” shall collectively mean the lights, bulbs, circuits, and fixtures providing exterior lighting for the Project, wherever located, and all Improvements associated therewith, excepting any Utilities. (12)The term “Frontage” shall mean those portions of Parcel 1 which are adjacent to Laurel Lane. (13)The term “Landscaping” shall mean the landscaping situated on Parcel 1, serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. (14)The term “Monumentation” shall collectively mean (i) the Project monumentation situated on Parcel 1, (ii) the signage for the Project, and (iii) all Improvements associated therewith, excepting any Utilities. (15)The term “Parcel 1 Access” shall collectively mean those certain vehicular and pedestrian accessways, pathways, roadways, and walkways that are situated within Parcel 1, serving Parcels 1 through 9, inclusive, and providing access from the Project to Laurel Lane. (16)The term “Recycled Water” shall mean the recycled water system supplying irrigation water for the Landscaping, if any, wherever located, excepting any Utilities. (17)The term “Stormwater Improvements” shall mean all Improvements, stormwater treatment measures, and “best management practices” or “BMP’s” which are intended to function as part of a storm water drainage and quality system serving the Project, wherever located. (18)The term “Trash” shall mean the trash collection receptacles and storage areas serving the Project, wherever located, and all Improvements associated therewith, excepting any Utilities. (19)The term “Utilities” shall mean those portions of the utility lines, pipes, cables (including but not limited to telephone and fiber optics cables), conduits, wires, including the particular utility provided thereby (whether cable or broadcast television, telephone, internet, electricity, gas, domestic water, or sanitary sewer), serving the Project, wherever located. (20)The term “Water Meter” shall mean the domestic water meter located on Parcel 1 and serving Parcels 1 through 9, inclusive, and all Improvements associated therewith, excepting any Utilities. As a point of clarification, it is the sole responsibility of the Owner on which any domestic water submeters are situated, and which serve that Owner’s Parcel, to maintain, operate, read, repair, and replace such submeters. 4.EASEMENTS: The easements and rights specified in this Declaration are hereby created and shall exist whether or not they are also set forth in individual grant deeds to Parcels. By reference to this Declaration, each grant deed to a Parcel shall be deemed to be conveyed with the benefit of and subject to all applicable easements set forth in this Paragraph. Declarant hereby grants to each Owner a non-exclusive right and easement for the use and enjoyment of the Shared Facilities, subject to the provisions of this Declaration. (a)Additional Easements: Notwithstanding anything expressed or implied to the contrary, this Declaration shall be subject to all easements granted by Declarant to install, maintain, operate, repair, replace, and use utilities and drainage facilities necessary or appropriate for the development of the Project. (b)Encroachment: Non-exclusive rights and easements are reserved and granted for the benefit of each Parcel, as dominant tenement, over, under and across each other Parcel, as servient tenement. Such easements shall be for the purposes of encroachment, support, occupancy, and use of such portions of Parcels as shall be encroached upon, used, and occupied by the dominant tenement as a result of any original construction design, accretion, erosion, deterioration, decay, errors in original construction, movement, settlement, shifting, or subsidence of any building or structure or any portion thereof. If any portion of the Project is partially or totally destroyed, the encroachment easement shall exist for any replacement structure which is rebuilt pursuant to the original construction design and which substantially conforms to the legal boundaries shown on the Map. The easement for the encroaching Improvement shall exist for as long as the encroachment exists, provided that no easement for encroachment shall be created due to the willful misconduct of any Owner. (c)Support: Each Owner shall have a non-exclusive right and easement appurtenant to each Parcel, through each Parcel, to support and maintain, operate, repair, and replace the Building and each Parcel. (d)Utilities: Each Owner shall have a non-exclusive right and easement over, under, across, and through the Project, except for those portions of the Project on which a structure is situated, for utility lines, pipes, wires, and conduits installed by Declarant. Additionally, this Declaration and each Parcel shall be subject to all easements granted by Declarant to install, operate, maintain, repair, and replace such utilities necessary or appropriate for the development of the Project. 5.NO CONTRIBUTION: Except as set forth in this Declaration, no Owner will be entitled to charge or assess any other Owner(s) for the right to use the Shared Facilities. 6.SHARED FACILITIES COMMITTEE: All decisions concerning the Shared Facilities shall be made by the Shared Facilities Committee. The Shared Facilities Committee shall consist of one (1) representative from each Owner in record fee title to a Parcel; as a point of clarification, there shall be one (1) representative for each Parcel. Each Shared Facilities Committee member shall serve until that member’s term as a Director expires. If a Shared Facilities Committee member no longer owns a Parcel, then that member will automatically be deemed to have resigned as a Shared Facilities Committee member. If a Shared Facilities Committee member is removed or resigns, the Owner that appointed the member shall appoint another representative to serve as a Shared Facilities Committee member. Each Shared Facilities Committee member shall be entitled to cast one (1) vote. No action or decision of the Shared Facilities Committee shall be binding unless approved by at least six (6) members (out of nine (9) total members) of the Shared Facilities Committee. The Shared Facilities Committee shall have no right or power to adopt any rule or regulation which discriminates between Owners, or between any group(s) of Owners. 7.SHARED FACILITIES COMMITTEE DUTIES: The Shared Facilities Committee is hereby charged with the following responsibilities: (a)Setting the hours and rules for operation and use of the Shared Facilities (“Shared Facilities Rules”); (b)Providing copies of the Shared Facilities Rules to each Owner; (c)Determining the costs of operating, maintaining, repairing, and replacing the Shared Facilities (“Shared Facilities Costs”); (d)Preparing an annual budget that provides for the Shared Facilities Costs; (e)Determining what maintenance, repair, and replacement is necessary, how and when such maintenance, repair, and replacement is to be performed, and to ensure that such maintenance, repair, and replacement is actually performed; (f)Providing each Owner with a written statement as to the proportionate share of the Shared Facilities Costs to be paid by each Owner; (g)Providing each Owner with the budget and allocation of costs in a timely fashion, annually; (h)Depositing funds from each Owner into a separate account under the control of the Shared Facilities Committee; (i)Disbursing funds from such account as needed; and (j)such other actions that may be necessary and/or appropriate in furtherance of the Shared Facilities Committee’s duties set forth in this Declaration. 8.ALLOCATION OF COSTS: The Shared Facilities Costs shall be assessed to each Owner as follows: Each Owner shall be responsible for a proportionate share of the Shared Facilities Costs in an amount equal to a one-ninth (1/9) fraction. 9.OWNER OBLIGATIONS: Each Owner agrees to do the following: (a)Include its proportionate share of the Shared Facilities Costs in its annual budget; (b)Adopt the Shared Facilities Rules and distribute copies to its tenants; (c)Pay the amount(s) required by the Shared Facilities Committee pursuant to this Declaration, to the Shared Facilities Committee, irrespective of whether the Owner is able to collect payment from any tenants the Owner may have; and (d)fully participate in the operation of the Shared Facilities Committee. 10.AMENDMENT: Prior to the conveyance by Declarant of the first Condominium, this Declaration may be amended by Declarant alone. After the conveyance by Declarant of the first Parcel, this Declaration may be amended by the approval of fifty-one percent (51%) of the Owners, with one (1) vote allocated to each Parcel owned in fee title. 11.BINDING: This Declaration is for the benefit of and binding upon all Owners, their respective heirs, legatees, devisees, executors, administrators, guardians, conservators, successors, purchasers, tenants, encumbrancers, donees, grantees, mortgagees, lien holders and assigns. 12.EXHIBITS: All exhibits, if any, attached to this Declaration are incorporated by this reference as though fully set forth herein. 13.SEVERABILITY: The provisions hereof shall be deemed independent and severable, and the validity or enforceability of any one provision will not affect the validity or enforceability of any other provision hereof. 14.APPLICABLE LAW: This Declaration shall be governed by and interpreted in accordance with the laws of the State of California. 15.EFFECTIVE DATE: This Agreement shall be effective immediately upon the recordation of this Declaration in the Official Records of the County of San Luis Obispo, State of California. 16.TERM : This Declaration will continue for a term of fifty (50) years from its date of recordation and will be automatically extended for successive periods of ten (10) years until sixty-seven percent (67%) of the Owners approve a termination of this Declaration. IN WITNESS WHEREOF, the undersigned has executed this Declaration on the day of . DECLARANT: LAUREL CREEK, LP, a California limited partnership By:1160 Laurel Lane, LLC, a Delaware limited liability company Its General Partner By: Name: Title: A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF } ss. On , be fore me, , Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature 1 From:building Sent:Friday, July 7, 2023 3:53 PM To:Heather Wiebe; Nichols, Vanessa Cc:Loew, Michael; Chuck Braff; Ben Gulstad; Michaela Denny Subject:RE: BLDG-2788-2022 - Addressing and Fees Attachments:BLDG-2788-2022 - pending fees.pdf; BLDG-2788-2022 - School Form.pdf Hi Heather, Attached you will find the Pending fees and School Fees. Once these are paid this permit will be ready for pick up next week. Pending Fees In order to issue the permit a payment for the pending fees will be needed. For payments, related to Building Department reviews, please mail a check to 919 Palm Street, San Luis Obispo, CA 93401-3218. Please ensure to include permit number and address related to the check. You can also call between 8:00 am – 3:00 pm at 805-781-7180 and someone will assist with receiving a payment over the phone. School Fee Form: For school fees please email Anna Marie Livingston alivingston@slcusd.org (805) 549-1213 in order to have them paid or signed off as exempt. Thank you, Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, July 6, 2023 9:40 AM To: building <building@slocity.org>; Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: BLDG-2788-2022 - Addressing and Fees Hi Nicole, Please let us know when this permit set will be ready to issue. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 2 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: building <building@slocity.org> Sent: Monday, July 3, 2023 8:10 AM To: Heather Wiebe <heather@arris-studio.com>; Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: BLDG-2788-2022 - Addressing and Fees Received, thank you! Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Tuesday, June 27, 2023 3:47 PM To: building <building@slocity.org>; Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: BLDG-2788-2022 - Addressing and Fees Hi Nicole, Please see the recycling form aƩached. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Monday, June 26, 2023 10:28 AM To: building <building@slocity.org>; Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: BLDG-2788-2022 - Addressing and Fees Nicole, Thank you for the clarificaƟon. We will get this finalized and back over to you. 3 Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: building <building@slocity.org> Sent: Monday, June 26, 2023 9:26 AM To: Heather Wiebe <heather@arris-studio.com>; Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: BLDG-2788-2022 - Addressing and Fees Good morning, Yes, the Recycling Dept is requiring estimates of the waste generated. You will not be held to the estimated number, but it should be a good estimate. Thank you, Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 26, 2023 9:15 AM To: building <building@slocity.org>; Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: BLDG-2788-2022 - Addressing and Fees Good morning Nicole, On the new recycling form, do we need to provide esƟmates or are these areas to be filled out during construcƟon? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 4 From: building <building@slocity.org> Sent: Friday, June 23, 2023 1:36 PM To: Heather Wiebe <heather@arris-studio.com>; Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: BLDG-2788-2022 - Addressing and Fees Hi Heather, Following up on our call, Vanessa’s review (fees/water/addressing) will be finishing up next week on time and I have attached the updated Recycling form for this project (and future submittals). Please complete the Recycling form and send it to building@slocity.org and we will document and route it. Thank you, Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 22, 2023 3:01 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Ben Gulstad <bgulstad@arris-studio.com>; Michaela Denny <michaela@westpacinv.com>; building <building@slocity.org> Subject: BLDG-2788-2022 - Addressing and Fees This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Vanessa, For the 44 Apartment Set, we worked with each remaining department on the final few comments and we have confirma Ɵon from each department that their comments were cleared in the computer. We wanted to check with you on what is s Ɵll outstanding on your end and how we move toward the permit for this project. Please let us know what you need from us. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com Building & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 Email this form to alivingston@slcusd.org and then call 805-549-1213 or email for an appointment in order to pay fees. The City cannot issue a building permit until the fee required by the San Luis Coastal Unified School District has been paid. The applicant is responsible for taking this form to the school district offices at 1500 Lizzie Bldg C. The school district will determine if a fee is required, compute and collect the fee from the applicant, and certify payment in part "C" of this form. The applicant must return this form to the Building Division and pay permit fees before the building permit can be issued. The phone number for the school district is (805) 549-1213. School Fee Payment Certification BLDG-2788-2022 Applicant Name:Chuck Braff, Laurel Creek LLC Assessor's Parcel Number: Permit Number: A. APPLICANT AND PERMIT INFORMATION 004-962-034 B. BUILDING TYPE & SIZE INDICATED BY PERMIT APPLICATION Building - New Multi FamilyBuilding Type: Floor Area: Residential: Commercial: # New SQFT # Demo SQFT Total SQFT 0.00 47,233.00 47,233.00Total: 47,233.00 0.00 0.00 0.00 0.00 47,233.00 1150 Laurel Ln Project Address: Permit application reviewed by: July 07, 2023 C. SCHOOL DISTRICT VERIFICATION OF FEE PAYMENT I hereby certify that the required development fee has been paid to the San Luis Coastal Unified School District for the building described above. x fee =AB 2926 fee:Sq. Ft. Nicole Young, Permit Tech I Date DateSignature TOTAL FEE CALCULATED $ BUILDING PERMIT New Multi Family BLDG-2788-2022 Issuance Date: NOT ISSUEDBuilding & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 004-962-034Project Address:1150 Laurel Ln Assessor's Parcel Number: Unit or Suite(s): 0.00Square Footage: Legal Description:REMODEL OF EXISTING WAREHOUSE BUILDING TO ADD 2-LEVELS OF RESIDENTIAL UNITS (ON NORTH, EAST & WEST OF BLDG) Project Description: Architect: Arris Studio Architects Heather Wiebe Business: (805) 547-2240 Contractor: Smith & Co. Travis Dunn Mobile: (562) 665-6206 Owner: Laurel Creek LLC Chuck Braff Business: (310) 990-6897 2019Code Year:Stories : ProvidedFire Sprinklers:Motel Rooms: 44Dwelling Units: 2.00 Census:Construction Type:V-B Occupancy:Residential, apts, dorms (non-transient) (R-2) Valuation Group Type Sq. Ft Factor Valuation $6,000,000.00 Manual Fees Fee AmountFee Name W Residential Unit 451 <> 800 sqft $479,995.49 Administrative Fee $4,960.40 Stormwater - Moderate Project - BLDG $2,131.48 IT Surcharge $2,535.84 Post Construction Req / Stormwater - NSF Res - ENG $168.75 C&D Recycling - UTIL $76.73 Fire Citywide Base fee (MF)$26,721.74 Green Building Fee $240.00 Consolidated Inspection Fees $43,493.89 Non-Single Family Residential -ENG $337.51 Parkland Impact Fee (MFA)$92,998.81 W Studio (<450 sqft)$20,691.55 WW Residential Unit 451 <> 800 sqft $448,444.47 WW Studio (<450 sqft)$19,100.71 Non-Single Family Residential Final Insp - ENG $179.18 Park Improvement Impact Fee (MFA)$132,381.69 Dwelling Unit Construction Tax $7,796.00 Building Permit Review - Planning $573.00 Commercial Residential & Multi Family - Fire $5,405.60 Trash Enclosure - BLDG $2,581.05 SMIP (Residential)$872.00 Consolidated Plan Check Fees $15,954.20 Payments Date Receipt #Amount $0.00 Total Paid:$0.00 Fee AmountFee Name Final Inspection - NSF Res - PW $247.47 Balcony/Porch/Deck - BLDG $4,197.30 Police Citywide Base fee (MF)$31,349.05 Total Fees:$1,343,433.91 Contact Name Account BalanceTotal DebitsAccount Name Status Total Credits Plan Check Account Payment by Contact Laurel Creek LLC BLDG-2788-2022 in use $15,954.20 $0.00 $15,954.20 $15,954.20 $0.00 $15,954.20 Total Account Balance: Balance Due:$1,327,479.71 Legal Declarations #2 IDENTIFY WHO WILL PERFORM THE WORK By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law is available upon request or athttp://www.leginfo.ca.gov/calaw.html. #3 IDENTIFY WORKERS’ COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers’ compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in section 3706 of the labor code, interest, and attorney’s fees. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am NO ROLE SELECTED Signature of Contractor, Authorized Agent or Owner Date July 07, 2023 1 From:Nichols, Vanessa Sent:Thursday, July 6, 2023 1:50 PM To:Heather Wiebe Cc:Ben Gulstad Subject:RE: Square Footage I was close, but exact is necessary when paying school fees is involved. Thank you for your help. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, July 6, 2023 1:47 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com> Subject: RE: Square Footage This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Vanessa, The added square footage is 47,233 SF. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Thursday, July 6, 2023 11:38 AM To: Heather Wiebe <heather@arris-studio.com> Subject: Square Footage Hi Heather, 2 Can you give me the total square footage of residential space being added in this second apartment permit for 1150 Laurel? I am working backward from what we previously permitted but want to make sure I have it right. Appreciate your help. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications 1 From:Travis Dunn <travis@westpacinv.com> Sent:Thursday, July 6, 2023 3:23 PM To:Foster, Dylan Cc:Don Gross; Chuck Braff Subject:RE: 1150 Laurel Lane - Private Sewer Lateral Violation This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Dylan, I wanted to follow up on this and ensure that you received it as I have not heard back from you regarding this. Can you let me know that you have received it and then we can figure out the next steps to repair the sewer lateral. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: Travis Dunn Sent: Thursday, June 22, 2023 12:19 PM To: Dfoster@slocity.org Cc: Don Gross <don@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: 1150 Laurel Lane - Private Sewer Lateral Violation Hi Dylan, Please find links below to two videos of the existing sewer laterals and attached is the completed report. Please let me know if you have any questions. https://www.dropbox.com/s/rp2nyz7zn4rjlee/2023-05-31-18-47-20.mp4?dl=0 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 2023-05-31-18-47-20.mp4 Shared with Dropbox www.dropbox.com https://www.dropbox.com/s/i9mirlvansbxbrv/2023-05-31-19-04-18.mp4?dl=0 2 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. 2023-05-31-19-04-18.mp4 Shared with Dropbox www.dropbox.com Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com 1 From:Nichols, Vanessa Sent:Thursday, July 6, 2023 3:06 PM To:Chuck Braff Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:RE: Laurel - Addressing Attachments:1150 Laurel Lane - Addressing.pdf Hi, Attached I believe to be the final addressing exhibit for 1150 Laurel Lane. Please let me know if you have any questions or see any issues. Thank you. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, July 4, 2023 5:18 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing This is fine. Chuck Braff M: 310.990.6897 On Jun 30, 2023, at 5:25 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, Can we change what we currently have the commercial suites to the following??: 135 to 136 136 to 137 137 to 138 138 to 139 This above change will allow us to have the 135 residential unit remain. 2 Let me know your thoughts. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 30, 2023 11:40 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing There are two 135's. One is in the warehouse and one is an apartment on the north. See red circles on attachment. Church has mail delivered already to suite 120 so try the changes shared on the attached. Then we should be good. Chuck Braff M: 310.990.6897 On Jun 29, 2023, at 9:58 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Good Morning, Attached you will find the suite/unit addressing for 1150 Laurel Lane. Let me know if you have any questions. I will be getting this processed out next week. Have a great Thursday! Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 11:36 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing 3 4 please. Better safe than sorry. Thanks Vanessa Chuck Braff M: 310.990.6897 On Jun 16, 2023, at 11:18 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Okay, so the A, B & C are not acceptable to GIS. Each space will have a number. I just needed to confirm how many separate spaces you have under 120. Is it three? four? We need to know if there is potential for an additional space to be created in the future to plan ahead on assigning suite numbers. Hopefully this makes sense. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 10:40 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing I am no artist!!! 120B will have 2 spaces across the hall. 120C is a single office 120A is a single area. Hope that makes sense. I may be going crazy after 4+ years here. <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 3:55 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: So, to confirm what you have documented on this exhibit as 120A is only one space. Is this correct? GIS is concerned that it shows two spaces of 136 & 138. Don’t want to assign one number and then need another number 4 in the future. Or at least they want to plan for the scenario. Let me know. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, June 13, 2023 2:06 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you for that. Please see attached. I think the blue tags work well. They can be in any order but they do delineate 3 spaces. 120 A 120 B 120 C <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 1:53 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, We have almost finalized this addressing. However, we have one question, the area you marked as Suite 120 will that eventually have another tenant and need another suite number? It looks like the box that says vacant should maybe have its own number. Appreciate any clarification you can provide on this point. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 5 slocity.org <image002.png><image003.png><image00 4.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris- studio.com> Sent: Thursday, May 11, 2023 1:34 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, We made a few markups on the attached addressing plan and wanted to see if you are free to discuss. We would prefer to have unit numbers stack from first to second level throughout the warehouse. Please let us know your thoughts on this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, May 9, 2023 2:51 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Heather Wiebe <heather@arris- studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi, Attached you will find the assigned unit numbering for the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 6 slocity.org <image002.png><image003.png><image00 4.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris- studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003. png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe 7 <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westp acinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 O n A p r 4 , 2 0 2 3 , a t 4 : 1 4 P 1 From:Schwartz, Luke Sent:Friday, June 30, 2023 10:26 AM To:Nichols, Vanessa Cc:Chuck Braff Subject:RE: TIF - Laurel Lane Apartmernts Attachments:2020_08_24 Laurel Creek Focused TIS.pdf Hi Vanessa, The traffic study for the project contemplated up to 98 total multifamily dwelling units at 1150 Laurel. With the related displacement of office and manufacturing uses, the final traffic generation is less than the existing uses. As long as they are under 98 total MF units, no TIF fees are due. Thanks, Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Nichols, Vanessa <vnichols@slocity.org> Sent: Thursday, June 29, 2023 7:07 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com> Subject: TIF - Laurel Lane Apartmernts Good Morning Luke, There is question around TIF fees for the 1150 Laurel Lane Apartment project. The current building application for 44 apartments is being reviewed under BLDG-2788-2022. The last application permitting 31 apartments did not pay TIF. Please let me know how the TIF fees should be handled for this current application. I have copied the applicant on this email so he can receive real time information on this issue. Thanks for your help. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 2 slocity.org Stay connected with the City by signing up for e-notifications Laurel Creek Transportation Impact Study Central Coast Transportation Consulting 895 Napa Avenue, Suite A-6 Morro Bay, CA 93442 (805) 316-0101 August 2020 Prepared For: City of San Luis Obispo Central Coast Transportation Consulting August 2020 2 Laurel Creek Transportation Impact Study Executive Summary Contents Executive Summary .................................................................. 3 Introduction ............................................................................... 4 CEQA Transportation Analysis .............................................. 7 Local Transportation Analysis ................................................. 9 References ................................................................................. 11 Figure 1: Project Site Location ................................................ 5 Figure 2: Project Site Plan ........................................................ 6 Table 1: VMT ............................................................................. 8 Table 2: Modal Priorities .......................................................... 9 Table 3: Bicycle Level of Traffic Stress ................................ 10 Appendix A: Detailed Trip Generation Calculations Central Coast Transportation Consulting August 2020 3 Laurel Creek Transportation Impact Study Executive Summary Executive Summary This focused Transportation Impact Study (TIS) evaluates the potential transportation impacts of the proposed Laurel Creek project at 1150 Laurel Lane in the City of San Luis Obispo. The project would be located at an existing warehouse facility containing office and manufacturing uses. The project proposes the addition of multi-family residential units to the facility through the partial conversion of the existing uses. The project is expected to result in a net reduction in vehicle trips per weekday, including during the AM and PM peak hours. VMT Analysis The project is expected to reduce vehicle miles traveled (VMT) and would not have a significant CEQA impact. It is reducing employment (which is oversupplied in the City) and increasing residential uses (which are under supplied), resulting in an improved jobs:housing balance that results in lower VMT. The project is located in an area producing residential VMT below 15 percent under the Countywide average as shown on the City’s TIS Guidelines screening map. In addition, the proximity to the RRST, transit stops, and walkable destinations will encourage non-auto trips. Emergency Access The site does not provide any secondary emergency vehicle access. The feasibility of providing such access should be investigated. Bicycle LTS Analysis The segment of Laurel Lane from Southwood Drive to Orcutt Road operates at unacceptable level of traffic stress (LTS) 4, equivalent to level of service (LOS) E/F. This is due to the 40 MPH posted speed limit on the segment and the long right turn lane on the approach to Orcutt Road with high turning speeds. The project is expected to result in a net reduction in vehicle trips and no improvements are recommended. Site Access and On-Site Circulation The existing Railroad Safety Trail connection should be improved with lighting to provide convenient access. Clear pedestrian travel paths should be constructed along the northwest and northeast sides of the building, as well as connecting to on-site amenities. Central Coast Transportation Consulting August 2020 4 Laurel Creek Transportation Impact Study Introduction Introduction This focused Transportation Impact Study (TIS) evaluates the potential transportation impacts of the proposed Laurel Creek project at 1150 Laurel Lane in the City of San Luis Obispo. The project would be located at an existing warehouse facility containing office and manufacturing uses. The project proposes the addition of multi-family residential units to the facility through partial conversion of the existing uses. The proposed project includes the following uses: Existing Uses • Office – 100,000 SF • Manufacturing – 80,000 SF Proposed Uses • Office – 43,981 SF • Manufacturing – 81,857 SF • Residential – 98 apartments The TIS evaluates the Bicycle Level of Traffic Stress (LTS) of the following segments on Laurel Lane: 1. Johnson Avenue to Southwood Drive 2. Southwood Drive to Orcutt Road The project site location is shown in Figure 1 and the project site plan is shown in Figure 2. Figure 1: Project Site Location Legend: - Project Site Figure 2: Project Site Plan Central Coast Transportation Consulting August 2020 7 Laurel Creek Transportation Impact Study CEQA Transportation Analysis CEQA Transportation Analysis This section presents analysis relevant to the California Environmental Quality Act (CEQA). EXISTING CIRCULATION NETWORK The existing roadways adjacent to the proposed project are described below. Bicycle facilities in the study area consist of Class I, II, and III bikeways. A Class I bikeway (bike path) provides a completely separated right-of-way for the exclusive use of bicycles and pedestrians with crossflow by motorists minimized. A Class II bikeway (bike lane) provides a striped lane for one-way bicycle travel on the side of the street adjacent to vehicle traffic. A Class III bikeway (bike route) consists of a roadway that is shared between bicycle and vehicle traffic. • Laurel Lane is an arterial with two travel lanes, a two-way left turn lane, Class II bike lanes, on- street parking, and sidewalks. North of Johnson Avenue, Laurel Lane continues as a local residential street and Class III bike route with on-street parking and sidewalks. South of Orcutt Road, Laurel Lane becomes Bullock Lane, a local residential street with no existing bikeways and intermittent sidewalks. A future extension is planned to connect Bullock Lane with Tiburon Way as a minor residential collector. • Orcutt Road is an arterial with Class II bike lanes and sidewalks. East of Laurel Lane there is on-street parking. • Southwood Drive is a minor residential collector and Class III bike route east of Laurel Lane with on-street parking and sidewalks. West of Laurel Lane, Southwood Drive is a local residential street with Class II bike lanes, sidewalks, and eastbound on-street parking. • Johnson Avenue is a residential arterial with Class II bike lanes, on-street parking, and sidewalks. • The Railroad Safety Trail (RRST) is a Class I bike path planned along the Union Pacific Railroad to connect Cal Poly and the City’s downtown to the southern City limits. Various segments have been constructed so far, including a segment beginning at the Amtrak station (via the Jennifer Street Bridge) and terminating at Orcutt Road. The project site fronts the RRST and has direct access. The intersection of Orcutt Road/Bullock Lane/Laurel Lane has crosswalks on all four legs and bicycle signal heads with a dedicated bike phase. The northwest corner provides access to the RRST and the southwest corner will provide access to the planned extension of the RRST. The intersections of Laurel Lane/Southwood Drive and Laurel Lane/Augusta Street are all-way stop controlled with crosswalks on all four legs. The intersection of Johnson Avenue/Laurel Lane is signalized with crosswalks on three of the four legs. Transit SLO Transit operates transit service in the City of San Luis Obispo. SLO Transit Route 1A is a weekday and weekend bus service that travels from the Downtown Transit Center to the San Luis Obispo Regional Airport via Broad Street, Marsh Street, Johnson Avenue, Laurel Lane, Orcutt Road, and Tank Farm Road in a clockwise direction with 60-minute headways. Route 1A has a stop on Laurel Lane adjacent to the project driveway. Central Coast Transportation Consulting August 2020 8 Laurel Creek Transportation Impact Study CEQA Transportation Analysis SLO Transit Route 1B is a weekday bus service similar to Route 1A but traveling in a counterclockwise direction. However, Route 1B does not travel in front of the project site. The closest stop is located on Southwood Drive east of Laurel Lane. Connections to San Luis Obispo Regional Transit Authority (SLORTA) routes and other SLO Transit routes are available at the Downtown Transit Center. VMT ANALYSIS The City’s Travel Demand Model (TDM) was used to analyze the project’s effect on vehicle miles traveled (VMT). The project’s residential uses were added to the base year model while the commercial uses were not changed to provide a conservative analysis. Table 1 shows the VMT analysis results. Table 1: VMT Guidance from the California Office of Planning and Research (OPR, 2018) notes that “where are project replaces existing VMT-generating land uses, if the replacement leads to a net overall decrease in VMT, the project would lead to a less-than-significant transportation impact.” The project is expected to reduce regional VMT and would therefore not have a significant CEQA impact. It is reducing employment (which is oversupplied in the City) and increasing residential uses (which are under supplied), resulting in an improved jobs:housing balance that results in lower VMT. The project is located in an area producing residential VMT below 15 percent under the Countywide average as shown on the 2020 Transportation Impact Study Guidelines (TISG) screening map. In addition, the proximity to the RRST, transit stops, and walkable destinations will encourage non-auto trips. EMERGENCY ACCESS The site does not provide any secondary emergency vehicle access. The feasibility of providing such access should be investigated if required by local emergency services. Existing 8,486,285 Existing Plus Project 8,483,993 Change -2,292 Source: CCTC,2020 Total Regional VMT Central Coast Transportation Consulting August 2020 9 Laurel Creek Transportation Impact Study Local Transportation Analysis Local Transportation Analysis This section presents additional project analysis relevant to local transportation policy. The local analysis approach was developed based on the City of San Luis Obispo 2014 Circulation Element thresholds and 2020 Transportation Impact Study Guidelines (TISG). The Circulation Element establishes priorities for each mode as presented in Table 2. The Circulation Element specifies that level of service (LOS) D or better operations shall be maintained for bicycle, transit, and vehicle modes in the study area. The minimum LOS standard for pedestrians is LOS C. Table 2: Modal Priorities BICYCLE LEVEL OF TRAFFIC STRESS CRITERIA The bicycle segment analysis was conducted using the Bicycle Level of Traffic Stress (LTS) criteria (Mineta Transportation Institute, 2012) in lieu of the Highway Capacity Manual (HCM) level of service (LOS) methodologies. Per the TISG, the following LTS-to-LOS equivalencies were assumed for identifying operational deficiencies: • LOS A = LTS 1 • LOS B/C = LTS 2 • LOS D = LTS 3 • LOS E/F = LTS 4 Project-related deficiencies are identified where: • Project traffic causes minimum LOS/LTS standards (LOS D/LTS 3) to be exceeded. • Project proposes modifications to roadway geometry that causes minimum LOS/LTS standards to be exceeded or conflicts with engineering best practices for bicycle and pedestrian facility design, including safety at intersection and driveway crossings. • Project-related traffic or geometric modifications further degrades already exceeded LOS/LTS standards and there is contextual significance to the impact. TRIP GENERATION The Institute of Transportation Engineers (ITE) Trip Generation Manual 10th Edition was used to estimate project trip generation, with adjustments made to reflect the project’s infill nature. The project is expected to result in net reductions in vehicle trips of 14% per weekday, 23% during the AM peak Priority Residential Corridors & Neighborhoods Commercial Corridors & Areas Regional Arterial and Highway Corridors 1 Pedestrians Vehicles Vehicles 2 Bicycles Bicycles Transit 3 Vehicle Transit Bicycles 4 Transit Pedestrians Pedestrians Source: Table 3 City of San Luis Obispo TIS Guidelines City of San Luis Obispo Modal Priorities for Level of Service Central Coast Transportation Consulting August 2020 10 Laurel Creek Transportation Impact Study Local Transportation Analysis hour, and 22% during the PM peak hour. Detailed trip generation calculations are provided in Appendix A. BICYCLE LEVEL OF TRAFFIC STRESS ANALYSIS Bicycle Level of Traffic Stress (LTS) was analyzed for the study segments. Table 3 shows the LTS analysis results. Table 3: Bicycle Level of Traffic Stress The addition of project traffic and/or buildout of the City’s General Plan is not expected to change the LTS values on the study segments and the analysis applies to existing and cumulative conditions with and without the project. The segment of Laurel Lane from Johnson Avenue to Southwood Drive operates at acceptable LTS 2, equivalent to LOS B/C. The segment of Laurel Lane from Southwood Drive to Orcutt Road operates at unacceptable LTS 4, equivalent to LOS E/F. This is due to the 40 MPH posted speed limit on the segment and the long right turn lane on the Orcutt Road approach with high turning speeds. The project is expected to result in a net reduction in vehicle trips and no improvements are recommended. SAFETY ANALYSIS The City’s 2016 and 2017 Traffic Safety and Operations Reports, the two most recent versions, were reviewed to determine if any high-ranking locations are within the project vicinity. The intersection of Laurel Lane/Johnson Avenue is ranked as the sixth highest collision rate for arterial/arterial intersections in the 2017 Report. However, since it was ranked below the top five, no further discussion was provided. The intersection was not ranked in the 2016 Report. The project is expected to result in a net reduction in vehicle trips and no improvements to this intersection are recommended. SITE ACCESS AND ON-SITE CIRCULATION CCTC reviewed the proposed site plan for vehicle, truck, pedestrian, and bike circulation. No changes are proposed to the existing driveway access on Laurel Lane. The existing Railroad Safety Trail connection should be improved with lighting to provide convenient access. Clear pedestrian travel paths should be constructed along the northwest and northeast sides of the building, as well as connecting to on-site amenities. TL2 LW3 SL4 1. Laurel: Johnson to Southwood 1 2 2 N/A N/A 2 2. Laurel: Southwood to Orcutt 1 2 4 N/A 4 4 Bicycle Level of Traffic Stress (LTS) 1. Bike lane blockage was assumed to be rare. Unacceptable operations shown in bold text. 3. LW = LTS based on widths of bike lane, parking lane, and any marked buffer. Criteria for Bike Lanes Alongside a Parking Lane1 Overall LTSSegment 2. TL = LTS based on number of through lanes per direction. 4. SL = LTS based on speed limit. Approach Criteria6 Crossing Criteria5 5. LTS based on the speed and width of any uncontrolled cross streets. 6. LTS based on configuration of any right turn lanes. N/A = Not Applicable Central Coast Transportation Consulting August 2020 11 Laurel Creek Transportation Impact Study References References California Governor’s Office of Planning and Research (OPR). December 2018. Technical Advisory on Evaluating Transportation Impacts in CEQA. City of San Luis Obispo. 2014. Bicycle Transportation Plan. ______. 2014. Circulation Element of the General Plan. ______. 2016. Short Range Transit Plan. ______. 2018. Engineering Standards and Specifications. ______. 2019. Zoning Regulations. ______. 2020. Transportation Impact Study Guidelines. Institute of Transportation Engineers (ITE). 2017. Trip Generation Manual, 10th Edition. ______. 2017. Trip Generation Handbook, 3rd Edition. Mineta Transportation Institute. 2012. Report 11-19: Low-Stress Bicycling and Network Connectivity. Appendix A: Detailed Trip Generation Calculations ITE Trip Generation Handbook , 3rd Edition, 2017 Chapter 7- Trip Generation for Urban Infill/Redevelopment Method A- National Database (although most infill surveyed sites are in California). 1. Baseline Trips using ITE rates for General Urban/Suburban setting In Out Total In Out Total Multifamily Housing 98 DU 717 10 35 45 35 20 55 Office 44 KSF 428 44 7 51 8 43 51 Total 1,145 54 42 96 43 63 106 2. Apply Internal Capture Reduction AM PM 2% 4% In Out Total In Out Total Multifamily Housing 98 DU 707 10 34 44 34 19 53 Office 44 KSF 418 43 7 50 8 41 49 Total 1,125 53 41 94 42 60 102 3. Estimate Mode Share and Vehicle Occupancy for baseline and infill conditions. In Out In Out In Out In Out Baseline1 96.2% 97.8% 97.3% 96.2%99.0% 100.0% 100.0% 99.0% Infill2 Baseline1 1.13 1.09 1.15 1.21 1.06 1.06 1.11 1.07 Infill2 1. Baseline data obtained from Appendix B of ITE Trip Generation Handbook , 3rd Edition, 2017. 2. Infill data obtained from Appendix C of ITE Trip Generation Handbook , 3rd Edition, 2017 for General Urban area type. Data is non-directional. 4. Estimated Infill Trips Mode Share and Vehicle Occupancy for baseline and infill conditions. In Out Total In Out Total Multifamily Housing 98DU 3606 1925171027 Office 44 KSF 409 41 7 48 8 40 48 Total 769 47 26 73 25 50 75 Existing Office 100 KSF 949 95 15 110 18 94 112 5. Calculate Reductions and Apply to Site Trip Generation. In Out Total In Out Total Existing Office2 100 KSF 974 100 16 116 18 97 115 Manufacturing3 80 KSF 314 39 11 50 17 37 54 1,288 139 27 166 35 134 169 -25-5-1-60-3-3 1,263 134 26 160 35 131 166 Proposed Multifamily Housing1 98 DU 717 10 35 45 35 20 55 Office2 44 KSF 428 44 7 51 8 43 51 Manufacturing3 82 KSF 322 39 12 51 17 38 55 1,467 93 54 147 60 101 161 -20-1-1-2-1-3-4 -347 -4 -15 -19 -17 -9 -26 -9-20-20-1-1 1,091 86 38 124 42 88 130 -14% -36% 46% -23% 20% -33% -22% Infill Vehicle Trips Daily AM Peak Hour PM Peak Hour Daily AM Peak Hour PM Peak Hour Net New Vehicle Trips Weekday Vehicle Trip Generation Gross Trips (All Modes) Change from Existing Office Infill Trip Reductions5 Land Use Size Unit Source: ITE Trip Generation Manual , 10th Edition and Trip Generation Handbook , 3rd Edition, 2017; CCTC, 2020. Gross Trips (All Modes) Internal Capture Trips4 Residential Infill Trip Reductions5 Office Infill Trip Reductions5 Net New Vehicle Trips 1. ITE Land Use Code #220, Multifamily Housing (Low-Rise). Average rates used. 2. ITE Land Use Code #710, General Office Building. Average rates used. 4. PM peak hour internal capture trips multiplied by a factor of 5 to determine daily internal capture trips. 5. Infill site trip generation/reductions per Trip Generation Handbook , Appendices B and C. 3. ITE Land Use Code #140, Manufacturing. Average rates used. Vehicle Mode Share 58.0% 51.0% 93.0% 94.0% Average Vehicle Occupancy 1.15 1.22 1.05 1.05 1. PM peak hour internal capture trips (5%) multiplied by a factor of 5 to determine daily internal capture trips. Input Data Residential Office AM PM AM PM Baseline Trips After Internal Capture Reduction Daily1 AM Peak Hour PM Peak Hour Internal Capture Rates Baseline Trips Daily AM Peak Hour PM Peak Hour Central Coast Transportation Consulting 1 From:Nichols, Vanessa Sent:Friday, June 30, 2023 2:26 PM To:Chuck Braff Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:RE: Laurel - Addressing Hi, Can we change what we currently have the commercial suites to the following??: 135 to 136 136 to 137 137 to 138 138 to 139 This above change will allow us to have the 135 residential unit remain. Let me know your thoughts. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 30, 2023 11:40 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing There are two 135's. One is in the warehouse and one is an apartment on the north. See red circles on attachment. Church has mail delivered already to suite 120 so try the changes shared on the attached. Then we should be good. Chuck Braff M: 310.990.6897 On Jun 29, 2023, at 9:58 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Good Morning, 2 Attached you will find the suite/unit addressing for 1150 Laurel Lane. Let me know if you have any questions. I will be getting this processed out next week. Have a great Thursday! Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 11:36 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing 4 please. Better safe than sorry. Thanks Vanessa Chuck Braff M: 310.990.6897 On Jun 16, 2023, at 11:18 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Okay, so the A, B & C are not acceptable to GIS. Each space will have a number. I just needed to confirm how many separate spaces you have under 120. Is it three? four? We need to know if there is potential for an additional space to be created in the future to plan ahead on assigning suite numbers. Hopefully this makes sense. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 10:40 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing 3 I am no artist!!! 120B will have 2 spaces across the hall. 120C is a single office 120A is a single area. Hope that makes sense. I may be going crazy after 4+ years here. <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 3:55 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: So, to confirm what you have documented on this exhibit as 120A is only one space. Is this correct? GIS is concerned that it shows two spaces of 136 & 138. Don’t want to assign one number and then need another number in the future. Or at least they want to plan for the scenario. Let me know. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, June 13, 2023 2:06 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you for that. Please see attached. I think the blue tags work well. They can be in any order but they do delineate 3 spaces. 120 A 120 B 120 C <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 1:53 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, We have almost finalized this addressing. However, we have one question, the area you marked as Suite 120 will that eventually have another tenant and need another suite 4 number? It looks like the box that says vacant should maybe have its own number. Appreciate any clarification you can provide on this point. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, May 11, 2023 1:34 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, We made a few markups on the attached addressing plan and wanted to see if you are free to discuss. We would prefer to have unit numbers stack from first to second level throughout the warehouse. Please let us know your thoughts on this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, May 9, 2023 2:51 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi, Attached you will find the assigned unit numbering for the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator 5 <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image00 4.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris- studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing 6 Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@sloci ty.org> wrote: Hi, I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. 7 Vanessa Nichols Permit Services Coordinator <image001.pn g> Community Development 919 Palm Street, San Luis Obispo, CA 93401- 3218 E vnichols@sl ocity.org T 805.781.758 8 slocity.org <image002.pn g><image003. png><image0 04.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westp acinv.com> Sent: Tuesday, April 4, 2023 9:53 AM To: Nichols, Vanessa <vnichols@sloci ty.org> Cc: Heather Wiebe <heather@arris -studio.com>; Travis Dunn <travis@westp acinv.com>; Michaela Denny <michaela@we stpacinv.com> Subject: Re: Laurel - Addressing 8 Vanessa- Can you please share the addressing? If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 O n M a r 2 0 , 2 0 2 3 , a t 1 0 : 2 6 A M , N i c h o l s , V a n e s 1 From:Nichols, Vanessa Sent:Thursday, June 29, 2023 7:07 AM To:Schwartz, Luke Cc:Chuck Braff Subject:TIF - Laurel Lane Apartmernts Flag Status:Completed Good Morning Luke, There is question around TIF fees for the 1150 Laurel Lane Apartment project. The current building application for 44 apartments is being reviewed under BLDG-2788-2022. The last application permitting 31 apartments did not pay TIF. Please let me know how the TIF fees should be handled for this current application. I have copied the applicant on this email so he can receive real time information on this issue. Thanks for your help. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications 1 From:Nichols, Vanessa Sent:Thursday, June 29, 2023 6:59 AM To:Chuck Braff Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:RE: Laurel - Addressing Attachments:1150 Laurel Lane - Addressing.pdf Good Morning, Attached you will find the suite/unit addressing for 1150 Laurel Lane. Let me know if you have any questions. I will be getting this processed out next week. Have a great Thursday! Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 11:36 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing 4 please. Better safe than sorry. Thanks Vanessa Chuck Braff M: 310.990.6897 On Jun 16, 2023, at 11:18 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Okay, so the A, B & C are not acceptable to GIS. Each space will have a number. I just needed to confirm how many separate spaces you have under 120. Is it three? four? We need to know if there is potential for an additional space to be created in the future to plan ahead on assigning suite numbers. Hopefully this makes sense. 2 Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 10:40 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing I am no artist!!! 120B will have 2 spaces across the hall. 120C is a single office 120A is a single area. Hope that makes sense. I may be going crazy after 4+ years here. <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 3:55 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: So, to confirm what you have documented on this exhibit as 120A is only one space. Is this correct? GIS is concerned that it shows two spaces of 136 & 138. Don’t want to assign one number and then need another number in the future. Or at least they want to plan for the scenario. Let me know. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, June 13, 2023 2:06 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you for that. Please see attached. I think the blue tags work well. They can be in any order but they do delineate 3 spaces. 3 120 A 120 B 120 C <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 1:53 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, We have almost finalized this addressing. However, we have one question, the area you marked as Suite 120 will that eventually have another tenant and need another suite number? It looks like the box that says vacant should maybe have its own number. Appreciate any clarification you can provide on this point. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, May 11, 2023 1:34 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, We made a few markups on the attached addressing plan and wanted to see if you are free to discuss. We would prefer to have unit numbers stack from first to second level throughout the warehouse. Please let us know your thoughts on this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, May 9, 2023 2:51 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn 4 <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi, Attached you will find the assigned unit numbering for the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> 5 Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003. png><image004.png> Stay connected with the City by signing up for e- notifications 6 From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, April 4, 2023 9:53 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Can you please share the addressing? If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 On Mar 20, 2023, at 10:26 AM, Nichols, Vanessa <vnichols@sloci ty.org> wrote: Thank you. I am going to get this work through with all parties that need to be involved. I will work to have it back to you by the end of the week. Vanessa Nichols Permit Services Coordinator <image001.pn g> 7 Community Development 919 Palm Street, San Luis Obispo, CA 93401- 3218 E vnichols@sl ocity.org T 805.781.758 8 slocity.org <image002.pn g><image003. png><image0 04.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris -studio.com> Sent: Friday, March 17, 2023 7:48 AM To: Nichols, Vanessa <vnichols@sloci ty.org>; Chuck Braff <chuck@westp acinv.com> Cc: Travis Dunn <travis@westp acinv.com>; Michaela Denny <michaela@we stpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, Please see the attached warehouse apartment plans for addressing. Regards, 8 Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547- 2240 ext. 118 Fax: (805) 547- 2241 Email: heather@arri s-studio.com Web: ARRISSTUDIO ARCH.com From: Nichols, Vanessa <vnichols@sloci ty.org> Sent: Thursday, March 16, 2023 4:44 PM To: Chuck Braff <chuck@westp acinv.com> Cc: Travis Dunn <travis@westp acinv.com>; Michaela Denny <michaela@we stpacinv.com>; Heather Wiebe <heather@arris -studio.com> Subject: RE: Laurel - Addressing Heather, Can you please email the floor plans? I will get them reviewed with Rodger to get unit numbers assigned to all of the residential units. Thank you. Vanessa Nichols 9 Permit Services Coordinator <image001.pn g> Community Development 919 Palm Street, San Luis Obispo, CA 93401- 3218 E vnichols@sl ocity.org T 805.781.758 8 slocity.org <image002.pn g><image003. png><image0 04.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westp acinv.com> Sent: Thursday, March 16, 2023 3:40 PM To: Nichols, Vanessa <vnichols@sloci ty.org> Cc: Travis Dunn <travis@westp acinv.com>; Michaela Denny <michaela@we stpacinv.com>; Heather Wiebe <heather@arris -studio.com> Subject: Re: Laurel - Addressing This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Vanessa- 10 Checking back in on this. We are getting close to occupancy and I wanted to make sure we had time to review the addressing strategy given the nature of the building etc. Chuck Braff M: 310.990.6897 O n F e b 2 3 , 2 0 2 3 , a t 3 : 1 4 P M , C h a r l e s B r a f f 1 From:Nichols, Vanessa Sent:Wednesday, June 28, 2023 12:56 PM To:michaela@westpacinv.com Cc:chuck@westpacinv.com; travis@westpacinv.com; building Subject:RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Attachments:1150 Laurel Lane - WorkOrder.docx Hi, Attached you will find the work order for the new water meter for this project. Let me know if you have any questions or if I can be of an additional assistance. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: building <building@slocity.org> Sent: Wednesday, June 28, 2023 10:31 AM To: Nichols, Vanessa <vnichols@slocity.org> Subject: FW: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Work Order for Laurel Creek Apts Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 27, 2023 3:08 PM To: building <building@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com> Subject: BLDG-1885-2020 Laurel Creek Apartments - Water Meters 2 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Good Afternoon, Reaching out to obtain utility work orders for the new 2” and 6” waterlines that we are installing on the frontage of 1150 Laurel Lane per BLDG-1885-2020 & PM SLO-19-0114. Our underground subcontractor will be starting the street improvements tomorrow under the encroachment that we have with public works. I’ve been told that Building will supply the work order and then public works will coordinate the installation of these water meters. Let me know if there is anything you need from me to get these work orders processed. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 UTILITY SERVICE INSTALLATION WORK-ORDER Customer Billing Information Created By: Vanessa Nichols Permit BLDG-1885-2020 Name: Laurel Creek, LP c/o Patrick Smith New 4” water meter and installation for apartments being added to commercial building Mailing address: 503 Bath Street City, St. Zip: Santa Barbara, CA 93101 Phone: Meter Address Suite Size Serial # Mf Read Res Com Landscape Recycled 1150 Laurel Lane 4” X Important; Please read carefully. Failure to comply could result in additional expense. 1. If metered service is to be used for landscape, an approved backflow device must be installed per approved plan and City standard prior to the meter set. 2. A minimum of 48 hours prior notification is required for all inspection/installation requests. Call Public Works Inspection at 805-781-7554 to schedule. 3. An encroachment permit is required for any work performed in the public right-of way. 4. At time of meter installation, a water and sewer billing account will be established using customer information shown above. An account set-up will be assessed at that time and sewer and water use charges will commence. CUSTOMER * PUBLIC WORKS INSPECTOR * CORP YARD * UTILITIES - BILLING * BUILDING DEPT. Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 Amount paid: $1,000.00 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Wednesday, June 28, 2023 2:14 PM To:Montoya, Chase Cc:Chuck Braff; Tommy Todd; Blair Kirk; Brandon Subject:FW: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Attachments:1150 Laurel Lane - WorkOrder.docx Hi Chase, Please see attached work order. Let us know the availability of the parts and the installation timeline. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Nichols, Vanessa Sent: Wednesday, June 28, 2023 12:55 PM To: Michaela Denny Cc: Chuck Braff; Travis Dunn; building Subject: RE: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Hi, Attached you will find the work order for the new water meter for this project. Let me know if you have any questions or if I can be of an additional assistance. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: building <building@slocity.org> Sent: Wednesday, June 28, 2023 10:31 AM To: Nichols, Vanessa <vnichols@slocity.org> Subject: FW: BLDG-1885-2020 Laurel Creek Apartments - Water Meters Work Order for Laurel Creek Apts 2 Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 27, 2023 3:08 PM To: building <building@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>; Travis Dunn <travis@westpacinv.com> Subject: BLDG-1885-2020 Laurel Creek Apartments - Water Meters This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Good Afternoon, Reaching out to obtain utility work orders for the new 2” and 6” waterlines that we are installing on the frontage of 1150 Laurel Lane per BLDG-1885-2020 & PM SLO-19-0114. Our underground subcontractor will be starting the street improvements tomorrow under the encroachment that we have with public works. I’ve been told that Building will supply the work order and then public works will coordinate the installation of these water meters. Let me know if there is anything you need from me to get these work orders processed. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 UTILITY SERVICE INSTALLATION WORK-ORDER Customer Billing Information Created By: Vanessa Nichols Permit BLDG-1885-2020 Name: Laurel Creek, LP c/o Patrick Smith New 4” water meter and installation for apartments being added to commercial building Mailing address: 503 Bath Street City, St. Zip: Santa Barbara, CA 93101 Phone: Meter Address Suite Size Serial # Mf Read Res Com Landscape Recycled 1150 Laurel Lane 4” X Important; Please read carefully. Failure to comply could result in additional expense. 1. If metered service is to be used for landscape, an approved backflow device must be installed per approved plan and City standard prior to the meter set. 2. A minimum of 48 hours prior notification is required for all inspection/installation requests. Call Public Works Inspection at 805-781-7554 to schedule. 3. An encroachment permit is required for any work performed in the public right-of way. 4. At time of meter installation, a water and sewer billing account will be established using customer information shown above. An account set-up will be assessed at that time and sewer and water use charges will commence. CUSTOMER * PUBLIC WORKS INSPECTOR * CORP YARD * UTILITIES - BILLING * BUILDING DEPT. Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 Amount paid: $1,000.00 1 From:Nichols, Vanessa Sent:Wednesday, June 28, 2023 4:30 PM To:Chuck Braff Cc:Heather Wiebe Subject:RE: Laurel - 44 Unit BP Fees Attachments:Permit Fee Estimate - BLDG-2788-2022.pdf Chuck, Attached are the fees you requested. I will follow up on the TIF fees. I will provide final fees at once the plan review has been approved. Let me know if you have any questions. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, June 28, 2023 3:34 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com> Subject: Laurel - 44 Unit BP Fees This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Can you please share the fee invoice for the 44 units? I wanted to plan to get that paid and need to better understand the breakdown. Thanks Vanessa. Chuck Braff M: 310.990.6897 BUILDING PERMIT New Multi Family BLDG-2788-2022 Issuance Date: NOT ISSUEDBuilding & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 004-962-034Project Address:1150 Laurel Ln Assessor's Parcel Number: Unit or Suite(s): 0.00Square Footage: Legal Description:REMODEL OF EXISTING WAREHOUSE BUILDING TO ADD 2-LEVELS OF RESIDENTIAL UNITS (ON NORTH, EAST & WEST OF BLDG) Project Description: Architect: Arris Studio Architects Heather Wiebe Business: (805) 547-2240 Contractor: Smith & Co. Travis Dunn Mobile: (562) 665-6206 Owner: Laurel Creek LLC Chuck Braff Business: (310) 990-6897 2019Code Year:Stories : ProvidedFire Sprinklers:Motel Rooms: 44Dwelling Units: 2.00 Census:Construction Type:V-B Occupancy:Residential, apts, dorms (non-transient) (R-2) Valuation Group Type Sq. Ft Factor Valuation $6,000,000.00 Manual Fees Fee AmountFee Name TIF Citywide Base fee (MF) 550 <>1100 $110,586.06 W Residential Unit 451 <> 800 sqft $479,995.49 Administrative Fee $8,122.33 Stormwater - Moderate Project - BLDG $2,131.48 IT Surcharge $2,573.28 Post Construction Req / Stormwater - NSF Res - ENG $168.75 C&D Recycling - UTIL $76.73 Fire Citywide Base fee (MF)$26,721.74 Green Building Fee $240.00 Consolidated Inspection Fees $43,493.89 Non-Single Family Residential -ENG $337.51 Parkland Impact Fee (MFA)$92,998.81 W Studio (<450 sqft)$20,691.55 WW Residential Unit 451 <> 800 sqft $448,444.47 TIF Citywide Base fee (MF) < 549 $70,095.88 WW Studio (<450 sqft)$19,100.71 Non-Single Family Residential Final Insp - ENG $179.18 Recycled Water Services - UTIL $613.79 Park Improvement Impact Fee (MFA)$132,381.69 Dwelling Unit Construction Tax $7,796.00 Building Permit Review - Planning $573.00 Commercial Residential & Multi Family - Fire $5,405.60 Payments Date Receipt #Amount $0.00 Total Paid:$0.00 Fee AmountFee Name Trash Enclosure - BLDG $2,581.05 SMIP (Residential)$872.00 Water Service or Trash Enc or Landscape - UTIL $613.79 Consolidated Plan Check Fees $15,954.20 Final Inspection - NSF Res - PW $247.47 Balcony/Porch/Deck - BLDG $4,197.30 Police Citywide Base fee (MF)$31,349.05 Total Fees:$1,528,542.80 Contact Name Account BalanceTotal DebitsAccount Name Status Total Credits Plan Check Account Payment by Contact Laurel Creek LLC BLDG-2788-2022 in use $15,954.20 $0.00 $15,954.20 $15,954.20 $0.00 $15,954.20 Total Account Balance: Balance Due:$1,512,588.60 Legal Declarations #2 IDENTIFY WHO WILL PERFORM THE WORK By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law is available upon request or athttp://www.leginfo.ca.gov/calaw.html. #3 IDENTIFY WORKERS’ COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers’ compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in section 3706 of the labor code, interest, and attorney’s fees. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am NO ROLE SELECTED Signature of Contractor, Authorized Agent or Owner Date June 28, 2023 1 From:Cristi Fry <cristi@coast-inc.com> Sent:Wednesday, June 28, 2023 6:08 PM To:Stong, Nate; La Chaine, Steve Cc:Sarah Wells; LaFreniere, Matt; Hanh, Hannah; Chuck Braff; SLOCOrider@gmail.com Subject:Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 Attachments:2023-06-27 Laurel Airspace & ARCH COA matrix.pdf; 20230602 Laurel Creek Preliminary Report - CA.pdf Hi Nate and Steve, I am checking in on the status of the map check/review for the Laurel Creek 3-D map submittal that we made at the end of March. Attached is the latest title report (no changes since Dec 2022 report provided with March submittal) I am also attaching an update of the status of the COAs as well, in hopes that will speed things up! Please let me know if you need anything else at all. I hope all is going well, Cristi Cristi E. Fry, PE, PLS Principal Surveyor/Engineer COAST Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com www.coast-inc.com phone: 805-242-6365 ext. 55 (forwards to cell) Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. On Wed, May 24, 2023 at 9:39 AM Stong, Nate <nstong@slocity.org> wrote: Hi Cristi, Our new hire is starting tomorrow and this one will be prioritized. Thanks for your understanding as we work through this period of transition. Nate Stong, PE pronouns he/him/his 2 Acting Supervising Civil Engineer Community Development E nstong@slocity.org T 805.781.7206 slocity.org Stay connected with the City by signing up for e-notifications From: Cristi Fry <cristi@coast-inc.com> Sent: Wednesday, May 24, 2023 9:01 AM To: Stong, Nate <nstong@slocity.org> Cc: Sarah Wells <sarah@coast-inc.com>; LaFreniere, Matt <mlafreni@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Heather Wiebe <heather@arris-studio.com> Subject: Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 Hi Nate, Checking in to see if any updates for comments we were hoping to get last week? Thanks, Cristi 805-550-0361 Cristi E. Fry, PE, PLS COAST Engineering and Survey, Inc. On May 14, 2023, at 11:27, Chuck Braff <chuck@westpacinv.com> wrote: 3 This would be great and I understand what that feels like. We have been in since November with little feedback. Can you and I get on a call Monday am? This is holding up a large refinancing and I need some feedback. Chuck Braff M: 310.990.6897 On May 14, 2023, at 10:22 AM, Stong, Nate <nstong@slocity.org> wrote: Hi Chuck, I’ll do my best. We’re in a period of transition so things might be a little rocky, but on the bright side we should be bringing in some experienced part- time help in the near future and are currently recruiting for a full-time position as well. Thanks in advance for your understanding, -Nate Nate Stong, PE pronouns he/him/his Acting Supervising Civil Engineer <image001.png> Community Development E nstong@slocity.org T 805.781.7206 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, May 10, 2023 11:08 AM To: Weir, Charles <cweir@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; Sarah Wells <sarah@coast-inc.com>; LaFreniere, Matt <mlafreni@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Stong, Nate <nstong@slocity.org>; Heather Wiebe <heather@arris-studio.com> Subject: Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 Thank you for the note Charles. Who is our point of contact now? I’ll assume it is Nate. 4 Nate- Can you please push this along? We submitted in November 2022. It would be appreciated. Chuck Braff M: 310.990.6897 On May 8, 2023, at 3:49 PM, Weir, Charles <cweir@slocity.org> wrote: Chuck and Cristi, Thank you both for reaching out. I appreciate your patience with my response to update you on the progress. I am drafting my review comments this week and will provide them to my supervisor, Nate Stong (cc:’d above). I am hoping that we can have those formal to you shortly thereafter. Please see a couple of updates on requested items. City Attorney review of airspace easement agreement expected by 5/19. I will let you know if this get’s processed sooner. I have my own comments on the airspace easement agreement that will be provided with the engineering review (mainly to update placeholder text “**” throughout. I will be formally requesting park fees based on the proposed unit count of this map check. Additionally I would like to inform you both that I will be leaving my position with the City of SLO’s Community Development Department on May 10th. If either of you would like to set up a time to discuss this project with me before I go, I would love to help address any remaining concerns. For all future project concerns, please contact my supervisor, Nate Stong (cc:’d above). 5 Charles Weir pronouns he/him/his Senior Civil Engineer <image001.png> Community Development E cweir@slocity.org T 805.783.7704 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 8, 2023 10:15 AM To: Cristi Fry <cristi@coast-inc.com> Cc: Weir, Charles <cweir@slocity.org>; Sarah Wells <sarah@coast- inc.com>; LaFreniere, Matt <mlafreni@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 Charles- Can you please provide an update on the status of this review? We have to get this moving and our records show we submitted this back in Nov. Chuck Braff M: 310.990.6897 On Apr 26, 2023, at 4:27 PM, Cristi Fry <cristi@coast- inc.com> wrote: Charles, 6 Thank you for the update. I will touch base with you next week. Cristi Cristi E. Fry, PE, PLS Coast Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com o) 805-242-6365 ext. 55 m) 805-550-0361 On Wed, Apr 26, 2023 at 4:05 PM Weir, Charles <cweir@slocity.org> wrote: Cristi, Thanks for checking in! Things are going well. I am giving this project my full focus next week and will follow up with any questions as I do. I will touch base with the city attorney review and get you a status on comments. I am out the rest of this week but will be back on Tuesday 5/2. Looking forward to following up with you soon. Thanks. 7 Charles Weir pronouns he/him/his Senior Civil Engineer <image001.png> Community Development E cweir@slocity.org T 805.783.7704 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Cristi Fry <cristi@coast-inc.com> Sent: Monday, April 24, 2023 10:26 AM To: Weir, Charles <cweir@slocity.org> Cc: Sarah Wells <sarah@coast-inc.com>; LaFreniere, Matt <mlafreni@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Charles, I also want to follow up on the Draft Shared Agreement submitted in November 23, 2022. We have not received any comments from City attorney yet. When can we expect comments back? Attached again here for your convenience. Thanks, Cristi 8 Cristi E. Fry, PE, PLS Coast Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com o) 805-242-6365 ext. 55 m) 805-550-0361 On Mon, Apr 24, 2023 at 9:06 AM Cristi Fry <cristi@coast-inc.com> wrote: Hi Charles, How are things going? I am checking in on the 3-D map submittal to see if there are any questions. We have still never heard back confirmation on paid Parkland Improvement Fees (Bldg) or the Park In-Lieu Fees (Planning). Owner is pushing for end of May recording. Thanks, Cristi 9 Cristi E. Fry, PE, PLS Coast Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com o) 805-242-6365 ext. 55 m) 805-550-0361 ---------- Forwarded message --------- From: Sarah Wells <sarah@coast-inc.com> Date: Fri, Mar 31, 2023 at 12:07 PM Subject: FMAP 0602-2022 Parcel Map - 2nd Submittal To: LaFreniere, Matt <mlafreni@slocity.org> Cc: Weir, Charles <cweir@slocity.org>, Chuck Braff <chuck@westpacinv.com>, Cristi Fry <cristi@coast- inc.com>, Michaela Denny <michaela@westpacinv.com>, Todd Robinson <todd@coast-inc.com>, Hannula, Hal <hhannula@slocity.org>, SurveyTeam <surveyteam@coast-inc.com>, <Jonathan@westpacinv.com>, Patrick Smith <psmith@westpacinv.com> Hi Matt, Attached is an electronic .zip file of the hard copy for the 2nd Submittal of PM SLO 21-0007 that was dropped off today. Please distribute accordingly. 10 Let me know immediately if you have any issues opening these files. Thanks again to Charles for the advance technical review of this map. Sarah Wells Coast Engineering & Survey, Inc. o: (805) 242-6365 ext.. 56 c: (805) 550-2390 sarah@coast-inc.com Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. 6/27/23 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX COA Description Responsibility Status Notes PM SLO 21-0007 Airspace Parcel Map COAs Approved Aug 23, 2021 for 2-years Expires Aug 23, 2023 General Conditions: 1 2 3 Section 3: Approval 1 Any required building permits for utility installations , relocations, or building alterations shall have all work completed and receive final inspection approvals to the satisfaction of the Building Official prior to recordation of the map.City and Owner Final inspections/Cert of Occupancy for Permit 1885-2020 will satisfy PIPs-Bond for Recycled Water Line along Southwest PL-City to prepare Agreement for owner signature. SIPs-Existing subdivision agreement to install utilities and construct improvements associated with prior 4 lot subdivision (PM SLO 19-0114, 82 PM 82 ). Commercial water meters and relocate commercial water service to warehouse and 116 Laurel Lane (parcel 2). Bus stop and street light on Laurel Lane. Warehouse Permit BLDG#1885-2020 - Residental water meter, BFP, and 6" residential domestic water service line, commercial BFP, underground onsite overhead electric, residential sewer lateral. Shared Fire Supression System Plans under review (FIRE-1268-2023) Utility Company Permits - Joint PG&E trench with TV & Tele (Charter and AT&T) installed May/June 2023. Separate joint Gas trench with Fiber Optics (Astound) installed June 2023. 2 All project conditions and noted code requirements associated with Planning Commission’s approval of the projects on November 18, 2020 (Resolution No. PC-1027-20) shall be incorporated herein as conditions of approval.All See PC1027-20 COAs ARCH-0227-2020 & USE-0228-2020 approval Mixed Use Warehouse COAs for adding 100 Apts 3 Common facilities shall be privately owned and maintained by the Homeowner's or Property Owner’s Association (HOA) and shall be covered in the CC&Rs. Owner's legal counsel Draft JUA submitted to City 11/23/22 No CC&Rs or POA - Joint Use Agreement has been submitted for review Arch 1027-2020 COAs - see attached #8 & #9 - shared parking #11 - building lighting and site lighting #13 - landscape material in right of way #14 - define street tree maintenance in frontage (n/a - site frontage is a driveway) #30 - propane storage #36 - existing and future sewer laterals for Parcel 2, PM 19-0114, 82 PM 82 #40 - residential water submeters for apartments required to be read 4 If the map is proposed to be recorded in phases, a phasing plan must be submitted and approved by the Community Development Director prior to any recordation. Any conditions requiring improvements to the site shall be executed in connection to recordation of the first proposed phase, unless specifically deferred by the Community Development Director, Public Works Director, Utilities Director, or Fire Marshall. Map will not be phased N/A Map not phased, only phased Apartment construction All site utilties to be installed with 1st phase of Apts BLDG-1885-2020 (See COA #1) Planning Division: General Conditions 1 of Laurel Airspace COA's 6/27/23 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 5 The subdivision shall be recorded with a parcel map. The parcel map preparation and monumentation shall be in accordance with the City’s Subdivision Regulations, Engineering Standards, and the Subdivision Map Act. The parcel map shall use U.S. Customary Units in accordance with the current City Engineering Standards. Coast Engineering & Survey In Process Monuments exterior to Parcel 1 to be set prior to map recordation (to be completed by end of July 2023). 6 The parcel map exhibits, and legal descriptions submitted for map recordation shall be prepared by a California Licensed Land Surveyor or Civil Engineer authorized to practice land surveying.N/A N/A None needed. 7 A separate application, checklist, supporting documents, and a map review fee shall be submitted to the Engineering Division to process the parcel map to recordation. Coast Engineering & Survey 1st submittal 11/23/22 2nd submittal 3/23/23 Map Check fees paid and Draft 3-D subdivision map submitted to Public Works 8 The submittal for map recordation shall include a current title report. An electronic copy of the title report with embedded links to referenced documents is preferred. If not available, the submittal shall include a copy of each of the pertinent referenced documents. Coast Engineering & Survey & FirstAm OK Title Report updated June 3, 2023 9 Unless otherwise approved by the director for deferral to building permit issuance, park in-lieu and park development fees shall be paid for each new apartment/dwelling unit prior to map recordation. The fees shall be based on the fee resolution in effect at the time of map recordation or permit issuance, whichever timing is pertinent.Owner/City Park-In Lieu Fee To be Paid by Owner 1. Park In-Lieu (Public Works) Fee based on 75 Apartments - $3,000 x 75 units = $225,000 to be paid. 2. Park Improvement (Building) Fee - $158,000 has been PAID 10 Separate and/or amended CCR’s shall be submitted to the Engineering Divisions in conjunction with the Parcel Map submittal and application for this re-subdivision. The CCR’s shall be reviewed and approved by the City and shall be recorded concurrently with the parcel map. Owner's legal counsel Submitted 11/23/22 Draft of Joint Use Agreement submitted to City with 1st map submittal, no comments back yet. 11 The map, supporting documents, and proposed construction shall show and note compliance with the Fire Code and California Building Code as amended by the City of San Luis Obispo Arris Done Shared Fire Supression System Plans under review (FIRE-1268-2023) Building Permit Plans show compliance with the Fire Code and California Building Code - permit issuance satisfies this condition. 12 Pursuant to Government Code § 66474.9(b), 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 subdivision, and all actions relating thereto, including but not limited to environmental review.Owner/City Done Included in standard City Permit language 1 Water service meters shall be adequately sized to serve the existing uses and proposed dwelling units. Construction plans submitted to create residential areas identified in the subdivision shall identify the existing meter size and service laterals on site and must be designed to the satisfaction of the Utilities Director. Arris/ Metrics Mech/ civil Done SIPs bonded for PM 19-0114 show relocation of the existing commercial meter and installation of a new waterline on Parcel 1 to the warehouse. BLDG -1885-2020 civil sheets installation of 4" residential meter and 6" water service line on Parcel 1 to the warehouse (P1.10 & P 3.10 call out a 4" waterline, but it is a 6" - to accomodate 44 more apts per BLDG-2788-2022) 2 Construction documents submitted to create residential areas identified in the subdivision shall demonstrate compliance with occupancy requirements for the entire structure, with all residential units and other uses shown. As there is no allowance for Unlimited Area for mixed use buildings containing group R- 2 occupancies, the warehouse loses its unlimited area and must comply with the area limitations found in Chapter 5 of the Building Code. The building shall be separated by compliant Fire Walls in accordance with Chapter 7 of the Building Code so as not to exceed area limitations and such that no residential units are within the building area containing high-piled combustible storage or other use identified as prohibited in the Zoning Ordinance for mixed-use buildings.Arris In Process Fire Dept review and approval of building plans satisfies this condition. Separate booster to Ernst for high pile combustibles - adequate for Cal Fire occupation Jan 2023 until new system installed for apts (under review FIRE-1268-2023) See COA #11 Permit 1 = 31 units (BLDG #1885-2020) permit and revisions to permit issued Permit 2 = 44 units (BLDG #2788-2022) under review (1st submittal July 2022, 3rd submittal June 2023) Engineering Division: Public Works/Community Development Director Indemnification: Informational Notes on Code Requirements Utilities Department: Fire Department: 2 of Laurel Airspace COA's 6/27/23 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 3 of Laurel Airspace COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX COA Description Responsibility Status Notes Resolution No 20-____ approved _________ Section 1: Findings General Conditions: 1 2 3 Section 3: Approval 1 Final project design and construction drawings submitted for a building permit shall be insubstantial compliance with the project plans approved by the Planning Commission (ARCH-0227- 2020 & USE-0228- 2020). A separate, full- size sheet shall be included in working drawings submitted for a building permit that lists all conditions and code requirements of project approval listed as sheet number 2. 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. Arrris done BLDG #1885-2020 Sheet A 0.11 lists conditions and code requirements. List updated 10/3/22 on Rev 23 to Permit set. 2 Prior to issuance of building permits, the applicant shall demonstrate compliance for the existing uses and associated activities within the warehouse, in accordance with Municipal Code 17.70.130.D.4 ( Limitations on Use). Consistent with Municipal Code 17.70.130.D.4 requirements and the intent of this section, the following uses and activities (whether existing or planned) shall be prohibited within the warehouse and on the subject property: Large Vehicle/ Heavy Equipment Sales (Services or Rentals) Major Vehicle Services (Repair/ Maintenance) Freight/Truck Terminals, Fuel Dealer (or any storage of flammable liquids or hazardous materials beyond that normally associated with a residential use) Building Materials and Services — Outdoor Heavy Manufacturing (or industrial activities that include welding, machining, or any open flame work) owner/Arris done The warehouse uses/tenants comply Plan approval, Permit issuance, and future TI plans satisfies this COA. 3 The project shall comply with all mitigation measures and conditions, applicable to the project site, established under City Council Ordinance No.1350 (1999 Series) and Council Resolution No. 8919 (1999 Series). None Apply N/A Environ Review docs/Initial Study for: 21-94 Crux and 1998 Warehouse 132- 98 ARCH & Zone Change to MU 4 Plans submitted for a building permit shall call out the colors and materials of all proposed building surfaces and other improvements. Colors and materials shall be consistent with the color and material board submitted with the Development Review application. Arris done Color and materials called out on plans. Plan approval and Permit issuance satisfies this COA. 5 Plans submitted for a building permit shall show floor plans for units 229 through 253 that do not create a space that meets the Zoning Regulations' definition of "bedroom". This can be accomplished by removing the door and wall that separated the room from the entryway. Arris done The wall and door separating the "office" near the entry of the units from the entry area removed. Plan approval and Permit issuance satisfies this COA 6 Plans submitted for a building permit shall include recessed window details or equivalent shadow variation, and all other details including but not limited to awnings, and railings. Plans shall indicate 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 all design features that reflect the architectural style of the project and are compatible with the neighborhood character, to the approval of the Community Development Director. Arris done The window details, awning and railings, materials, dimensions and colors were included for review. Plan approval and Permit issuance satisfies this COA. 7 The property owner shall be responsible for maintaining and updating the current parking calculation for the commercial component of the project upon the submittal of Planning and Building permits for tenant changes or improvements, and/or each business license, to ensure the site does not become under-parked. Arris done Each phase submitted to the City has included the commerical tenant areas and shows adequate parking is being provided for all occupants. 8 Prior to building permit issuance, the applicant shall complete an Off-site Parking Agreement identifying all required parking for the project that is located on adjacent parcels as identified by theTentative Parcel Map (SLO 19-0114), parking spaces located on adjacent parcels 2 and 4, shall be used to provide the required parking for the proposed project. Attorney/Owner In Progress A Shared Use Agreement, including parking, was recorded concurrently with 82 PM 82 which identifies the existing parking on adjacent parcels. A Joint Use Agreement will be recorded with the 3-D subdivision of the warehouse (SLO PM 22-0007) which will amend or restate the original shared parking agreement . 9 The parking spaces located on the adjacent parcels shall be owned, leased or otherwise controlled by the party controlling the use 1150 Laurel Lane, until required parking for the use of the building can be provided on-site or the use changes with a lower parking requirement. This permit shall be valid only for the operation of the proposed mix-use development at 1150 Laurel Lane. Expansion, modification and/or change of the uses, not substantially in conformance with this permit, shall require City approval. Attorney/Owner In Progress See COA #8 10 Plans submitted for a building permit shall clearly depict the location of all required short and long-term bicycle parking for all intended uses, plans submitted for construction permits shall include bicycle lockers or interior space within each residential unit or other area for the storage of at least two bicycle per residential unit. Sufficient detail shall be provided about the placement and design of bike racks and lockers to demonstrate compliance with relevant Engineering Standards and Community Design Guidelines, to the satisfaction of the Public Works and Community Development Directors. Arris done Dedicated long term bike storage rooms located within the building and short term racks provided onsite for 75 residential apartments, see Plans BLDG-1885-2020 (permitted) and BLDG-2788-2022 (under review). Airspace COAs ADD - (ARCH-0227-2020) Planning Division: General Conditions 1 of Laurel Warehouse COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 11 The locations of all lighting, including bollard style landscaping or path 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. 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 §17.70.100 of the Zoning Regulations. Arris/Above Grade done Lighting included in BLDG-1885-2020 Revised permit set submitted Oct 2022. Plan approval and Permit issuance satisfies this COA. See also COA # 29. 12 Mechanical and electrical equipment shall be located internally to the building. With submittal of working drawings, the applicant shall include sectional views of the building, which clearly show the sizes of any proposed condensers and other mechanical equipment. If any 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 Arris done Mechanical and electrical equipment is internal to building. Mechanical on roof reviewed by City. Plan approval and Permit issuance satisfies this COA. 13 The storage area for trash and recycling cans shall be screened from the public right-of-way consistent with §17.70.200 of the Zoning Regulations. The subject property shall be maintained in a clean and orderly manner at all times, free of excessive leaves, branches, and other landscape material. The applicant shall be responsible for the clean-up of any landscape material in the public right- of-way. owner/Arris done Trash enclosures have trellises for screening. Language is included in City Permits for clean and orderly site free of landscape debris. 14 The applicant shall submit a landscaping plan containing an irrigation system plan with submittal of working drawings for a building permit. 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. The surfaces and finishes of hardscapes shall be included on the landscaping plan. The landscape plans shall provide mature landscaping along the street frontage of the new structure that is of an evergreen species and a minimum size of 5 gallons, that complements the buildings architecture, subject to the satisfaction of the Community Development Director. landscape done Irrigation and planting plans approved per Permit BLDG-1885-2022 and under review per BLDG-2788-2022. Parcel 1 does not have landscape frontage on Laurel Lane. 15 Plans submitted for construction permits shall include elevation and detail drawings of all walls and fences. Fences, walls, and hedges will comply with the development standards described in the Zoning Regulations (§17.70.070 —Fences, Walls, and Hedges). landscape/civil/structu ral done Walls and fences have been included on plans. Plan approval and Permit issuance satisfies this COA. 16 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 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 Director. landscape/civil done BFPs shown on civil plans for Permit BLDG-1885-2022. Plan approval and Permit issuance satisfies this COA. 17 The design of proposed structures shall demonstrate compliance with required noise attenuating construction techniques that reduces noise exposure to acceptable levels. Exposure in outdoor activity areas must not exceed 60dB and indoor exposure must not exceed 45dB consistent with the City' s Noise Ordinance. Plans submitted for construction permits must clearly indicate and describe noise attenuation measures, techniques, and materials, and a noise consultant shall verify that the building design and construction reduces noise from the warehouse spaces and the restaurant/brewery, to meet the standards of the City's Noise ordinance. Arris done Acoustical consultant provided plan review. Acoustical reports were included with the 1st submittal of the BLDG-1885-2020 permit set. Plan approval and Permit issuance satisfies this COA. 18 Prior to building occupancy, the owner of the property shall provide a Residential Noise Notice in writing for residential occupants stating that the property is located within a commercial zone in an urban-type environment and that noise levels may be higher than a strictly residential area. Owner In Progress City to provide document template for owner to sign 19 Prior to building permit approval, a separate sign program document shall be provided to the Community Development Department (CDD) that clearly shows all existing and newly approved wayfinding and tenant identification signage, including their approved locations, sizes, and dimensions. The sign program submitted shall be reviewed for consistency with the plans approved by the Planning Commission and kept on file for future reference. The approved sign program shall be provided by the property owner to any new or existing tenants. Any signage proposed that is not onsistent with the sign program shall require an architectural review. Owner/Arris In Progress Deferred submittal Housing 20 Prior to the issuance of construction permits, the city and the project owners shall enter into an Affordable Housing Agreement, to be recorded in the office of the county recorder. The agreement shall specify mechanisms or procedures to assure the continued affordability and availability of a minimum of 1 dwelling unit to low-or moderate-income households that is of a comparable mix of the market rate units in size and quality, to the satisfaction of the Community Development Director. The agreement shall run with the land and shall be binding upon all heirs, successors or assigns ofthe project or property owner, and shall ensure affordability for a period of not less than fifty-five years, or as otherwise required by state law. The developer may choose to pay a fee to the City in lieu of constructing affordable dwellings to meet this requirement, in accordance with Section 17.138.060. Owner/City City to prepare. To be recorded prior to CofO of 44 apartments Unit to be identified and City to prepare Affordable Housing Agreement for owner signature. Engineering 2 of Laurel Warehouse COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 21 The building plan submittal shall show and note all on-site and off-site improvements. Any upgrades to the connection to the railroad safety trail or other work located on a City owned parcel or public right-of-way will require a separate encroachment permit. Arris/civil/owner done Improvements shown on permit BLDG-1885-2020. 22 The building plan submittal shall show and note compliance with the parking and driveway standards for any proposed or required parking lot modifications. civil done Plan approval and Permit issuance satisfies this COA. 23 The existing parking lot planters shall be replanted with trees per the original approvals or as proposed with the building permit plan submittal to the satisfaction of the Planning Division. The applicant shall review the existing parking lot tree plantings to verify whether the trees in decline may need to be removed and replaced. The landscape irrigation system(s) shall be restored, or a program of hand watering shall be established. landscape In Progress Plan approval and Permit issuance satisfies this COA. To be confirmed at final building inspection. 24 The building plan submittal shall include information on the existing parking lot drainage systems and any existing water quality treatment systems. The approved building plans for the existing drainage system and basins were not available at the time of this review. civil done Existing drainage systems shown on civil site plan sheet for Permit BLDG- 1885-2020. 25 An Operation and Maintenance Manual shall be provided for the existing and proposed water quality treatment systems. A Private Stormwater Conveyance Agreement shall be recorded in a format provided by the City. civil/Owner Under review. To be recorded prior to Occ. of 44 apartments. Civil provided O&M for onsite storm water facilities. Plan approval and Permit issuance indicates adequacy of design. Owner to sign Private Storm Water Conveyance Agreement and record. Stormwater treatment planters and drainage improvements were added in parking areas on Permit BLDG #1885-2020 Revised set submitted Oct 2022. 26 The existing parking lot drainage systems that drain directly to the adjoining creek and culvert systems along the north(WEST)erly and (SOUTH)westerly property lines shall be upgraded to provide some level of water quality treatment prior to discharge to the adjoining drainageways. The proposal shall consider Best Management Practices and provisions for some trash capture. Passive Low Impact Development treatment systems that encourage some infiltration and retention should be considered. The existing site development may accommodate landscape features such as dry creeks and basins. The existing two drainage outlets shall be upgraded to stabilize or correct the areas of minor erosion. civil done Treatment planters, stormwater chambers, bubbler/trash capture shown at creek weir outlet in west parking lot and filter insert shown in east parking area DI on civil plans for BLDG-1885-2020. Plan approval and Permit issuance satisfies this COA. 27 Prior to building permit issuance, the existing pedestrian path of travel from Laurel Lane to the project site shall be secured through easement recordation or a new path of travel shall be provided that does not cross adjacent parcels, to the satisfaction of the Community Development and Public Works Directors. civil/ Arris/Coast BLDG-1885- 2020 to be revised. Easement to be recorded prior to Occ. of 31 apartments. Public walk connection/sidewalk from Laurel Lane to warehouse shown within Parcel 1 on civil plans for Permit BLDG# 1885-2020. Easement will be provided for interim use of the existing ADA walkway through Parcel 3, 82 PM 82. Improvements to be fully constructed via BLDG 1885-2020 and easement to be provided prior to Occupancy for the 31 Apts. Transportation Division - Public 28 Per the Transportation Analysis dated August 24, 2020, clear pedestrian travel paths shall be constructed along the northwest and northeast sides of the building, as well as connecting to on-site amenities, including the existing sports courts. Arris/civil done Pedestrian paths along northwest and northeast and connecting to site amenities included on arch and civil plans for BLDG-1885-2020. 29 Per the Transportation Analysis dated August 24, 2020, the connection from the Railroad Safety Trail to the project site shall be improved to include lighting. Additionally, the bike trail connection should be conveniently accessible, marked or signed from any of the building access points. Ideally, the bike trail would provide a direct connection to the parking lot. Arris/electrical/civil done See COA # 11 - Lighting added to pathway connecting site to Rail Road Safety Trail on Permit BLDG-1885-2020. Fire Department: 30 Storage of propane for forklifts: The City' s amended Fire Code allows up to five gallons of propane (LPG) for use in outdoor appliances in residential properties. Indoor storage of LPG for use of forklifts in the warehouse would be beyond what is allowed for residential use as defined in the zoning code for mixed use projects in manufacturing zones. All LPG storage shall be removed from the warehouse and stored in an exterior secured enclosure. Owner/Fire Dept done LPG Storage has been removed. 31 All current uses of the warehouse shall be identified and shall comply with the conditions and limitations of the proposed project. Future uses shall be approved by the Fire Department prior to application for a City Business License or implementation of the proposed use. Any use that would require a Fire Department operating permit including, but not limited to high - piled combustible storage will not be permitted. Arris / Owner done Arris has provided suite identification for each commercial tenant in the warehouse. Ownership to regulate future tenants and City Business Licenses. High piled storage was allowed by the Fire Marshal on the condition of separating the high piled storage areas from any residential uses. 32 Plans submitted for a building permit shall demonstrate compliance with occupancy requirements, as there is no allowance for Unlimited Area for mixed use buildings containing group R-2 occupancies, the warehouse loses its unlimited area and must comply with the area limitations found in Chapter 5 of the Building Code. The Building shall be separated by compliant Fire Walls in accordance with Chapter 7 of the Building Code so as not to exceed area limitations. Arris done Arris provided detailed code analysis for the warehouse showing allowable uses and separated areas of the building for 31 apartments in Permit BLDG 1885-2020. The application submitted for the 44 apartments (currently under review) provided additional code analysis showing compliance. Utilities 33 The construction plans for sewer and water services shall be in accordance with the engineering design standards in effect at the time the building permit is approved. mech/civil done Water and sewer service lines shown on SIPs and BLDG-1885-2020. Plan approval and Permit issuance satisfies this COA. 3 of Laurel Warehouse COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX 34 All utility easements dedicated to the City shall comply with the latest engineering design standards and shall have reasonable alignments needed for maintenance of public infrastructure. Survey N/A Public utility easements not needed for development associated with ARCH 1227-2020 35 The applicant or property owner shall provide with the building permit application a comparison of the existing sewer generations versus proposed sewer generations per Section 7 of the City' s 2020 Engineering Design Standards. civil done Plan approval and Permit issuance satisfies this COA. 36 Any sewer lateral that crosses one proposed parcel for the benefit of another shall provide evidence that a private utility easement appropriate for those facilities has been recorded prior to issuance of a Building Permit.Owner done Existing Shared Easement Agreement recorded concurrently with 82 PM 82 provides for sewer lateral from 1160 Laurel Lane (sewer laterals from Parcel 2 that cross Parcels 1 and 4). 37 All commercial uses within the project that include food preparation shall include provisions for grease interceptors and FOG (fats, oils, and grease) storage within solid waste enclosure( s) shall be provided with the design. These types offacilities shall also provide an area inside to wash floor mats, equipment, and trash cans. The wash area shall be drained to the sanitary sewer. Arris done No areas under scope of work within the warehouse provide preparation of food. FOG in SW trash shown on permit BLDG-1885-2020 38 The applicant or property owner shall provide with the building permit application a comparison of the existing water demands versus proposed water demands per Section 6 of the City' s 2020 Engineering Design Standards. civil N/A Sec 6 of the 2020 SLO City Engineering Standards have been reviewed and no requirements have been found for water demand comparisons. Plan approval and Permit issuance satisfies this COA. 39 Water service meters shall be adequately sized to serve the existing and proposed dwelling units. Construction plans will be required to identify the existing meter size and service laterals for the proposed project. civil/plumbing done A new 4" water meter and 6" waterline will be installed to serve the residential uses within the warehouse, see civil sheets, Permit BLDG-1885- 2020 40 The project' s commercial and residential uses shall be metered separately. All residential units are to be individually metered. Privately owned sub -meters may be provided for residential apartments upon approval of the Utilities Director. The CCRs for the property/homeowner association shall require that the sub -meters be read by the association (or P/ HOA contracted service) and each apartment billed according to water use. owner/plumbing In Progress Commercial water being relocated per PM SLO 19-0114 SIPs. Separate residential water meter and submeters being installed per BLDG 1885-2020. Language included in Joint Use Agreement for PM SLO 22-007 for reading of sub-meters. 41 Water meters shall be located within the City' s right- of-way consistent with City Standards. civil done Commercial meter shown on SIPs and Residential meter shown on BLDG 1885-2020 sheet C-3.1, both meters are within public right of way or in the adjacent 15' PUE 42 The site is within the City' s Water Reuse Master Plan area and landscape irrigation for the project shall utilize recycled water, when available. The project shall install 900- feet of 8" recycled water main along the southwest boundary of the parcel, to the satisfaction of the Utilities Director. civil/landscape In Progress Installation of the RWL is to be bonded for. City to prepare Agreement and owner to post security. 43 Recycled water shall be used for major construction activities, such as grading and dust control as required under Prohibited Water Uses; Chapter 13. 07.070.0 of the City' s Municipal Code. Recycled water is available through the City's Construction Water Permit program. civil done Noted on civil cover sheet. Plan approval and Permit issuance satisfies this Condition. 44 A separate meter shall be provided for non-residential landscape areas greater than 1000sf 2016 Green Building Code A5.304.2 Water Code Section 535 and City Uniform Design Criteria and shall comply with the requirements of Municipal Code Section MC 17.70.220.D, to the satisfaction of the Utilities Director. civil / landscape done This condition is satisfied. There is an existing separate irrigation water meter for the existing campus irrigation system. 45 The project's estimated total water use (ETWU) to support new ornamental landscaping shall not exceed the project's maximum applied water allowance (MAWA). Information shall be submitted during the Building Permit Review Process for review and approval by the Utilities Department prior to issuance of a Building Permit to support required water demand of the project's proposed landscaping. landscape done Plan approval and Permit issuance satisfies this COA. 46 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. owner/ contractor? In Progress 47 Commercial and residential refuse services shall be separate unless a letter of agreement between the tenants and a Conditional Exception Application from the City' s Development Standards for Solid Waste Services are provided to the City with the building permit submittal. Arris In Progress Letter of agreement between the tenants and a Conditional Exception Application from the City's Development Standards for Solid Waste Services being made. Plan approval and Permit issuance satisfies this COA. 48 The project will be required to provide a plan for the disposal, storage, and collection of solid waste material for both the residential and commercial components of the project. The development of the plan shall be coordinated with San Luis Garbage Company and a written confirmation shall be included in the building permit submittal. The plan must be submitted for approval by the City's Solid Waste Coordinator. Arris In Progress Plans being coordinated with the SLO Garbage Company. Plan approval and Permit issuance satisfies this COA. 49 Refuse bins shall be sized to provide a reasonable level of service. Separate refuse bins shall be accommodated within the site for the three (3) waste streams, trash, recycling, and organics. Arris done Load and sizing for each trash enclosure coordinated with trash company, see COA #48. Indemnification: 50 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 the City shall fully cooperate in the defense against an Indemnified Claim. Std COA In Progress Included in standard City Permit language and PM 21-0007 Subdivision Agreement language to be prepared by City. 4 of Laurel Warehouse COA's 6/27/2023 MEADOW CREEK CONDITIONS OF APPROVAL MATRIX * A Joint Use Agreement, modifying, amending or restating the existing Shared Use Agreement will be recorded with language that will satisfy a portion, or all, of this COA. A Draft of the proposed Agreement was submitted to Public Works Department with 1st submittal of 3-D subdivison map (PM SLO 21-0007) on 11/23/2022. 5 of Laurel Warehouse COA's 1 From:Cristi Fry <cristi@coast-inc.com> Sent:Wednesday, June 28, 2023 6:15 PM To:Stong, Nate; La Chaine, Steve Cc:Chuck Braff; LaFreniere, Matt; Sarah Wells; SLOCOrider@gmail.com Subject:Fwd: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 Attachments:00_Letter of Transmittal.pdf; 02_20230330; 22061_FINAL PM SLO 21-0007.pdf; 01_20230213; Response Comments_FMAP-0602-2022 (Map Check R1).pdf; 03_20230130; Preliminary Report - CA.pdf; 04a_1160 Laurel Lane LLC Operating Agreement_New.pdf; 04b_Laurel Creek, LP Operating Agreement Executed.pdf; 05_20230130; CLTA Subdivision Guar Form 14 4-10-75- N.pdf; 06_20230330; Area Closure Calculations & Inverse Report.pdf; 08_20230223; Assessor's Tax Estimate - DOC030223-03022023162852.pdf; 07_All Non-Interference Clearance Letters.pdf Hi, Resending the March map submittal package. Cristi Cristi E. Fry, PE, PLS Principal Surveyor/Engineer COAST Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com www.coast-inc.com phone: 805-242-6365 ext. 55 (forwards to cell) Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. ---------- Forwarded message --------- From: Cristi Fry <cristi@coast-inc.com> Date: Mon, May 15, 2023 at 12:09 PM Subject: Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 To: Stong, Nate <nstong@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>, Sarah Wells <sarah@coast-inc.com>, LaFreniere, Matt <mlafreni@slocity.org>, Hanh, Hannah <hhanh@slocity.org>, Heather Wiebe <heather@arris-studio.com> Hi Nate, 1. The first submission of the Parcel Map and Draft shared Agreement was made in late November, it has been almost 6 months now with no review comments from the City attorney. Hoping we will see something from them by the 19th as suggested by Charles below. 2 2. Doug Rion completed his first map review of our November submittal fairly quickly, and we tried to address all of those comments with our second map submittal made in late March. it would be great to get back any comments Doug had on those if he has completed his second review. It sounds like Charles had provided some review of the shared Agreement that we also look forward to receiving with Doug's second review. 3. There are Park In-Lieu Fees (Planning) and Parkland Improvement Fees (Building Dept - associated with BLDG#1885-2020 - 31 Apts/approved and BLDG#2788-2022 - 44 Apts/under review). We need to be provided with the $ amounts for each. Thanks so much! Cristi From Charles Weir - I am drafting my review comments this week and will provide them to my supervisor, Nate Stong (cc:’d above). I am hoping that we can have those formal to you shortly thereafter. Please see a couple of updates on requested items. City Attorney review of airspace easement agreement expected by 5/19. I will let you know if this get’s processed sooner. I have my own comments on the airspace easement agreement that will be provided with the engineering review (mainly to update placeholder text “**” throughout. I will be formally requesting park fees based on the proposed unit count of this map check. On Sun, May 14, 2023 at 10:22 AM Stong, Nate <nstong@slocity.org> wrote: Hi Chuck, I’ll do my best. We’re in a period of transition so things might be a little rocky, but on the bright side we should be bringing in some experienced part-time help in the near future and are currently recruiting for a full-time position as well. Thanks in advance for your understanding, -Nate Nate Stong, PE pronouns he/him/his Acting Supervising Civil Engineer Community Development E nstong@slocity.org T 805.781.7206 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, May 10, 2023 11:08 AM 3 To: Weir, Charles <cweir@slocity.org> Cc: Cristi Fry <cristi@coast-inc.com>; Sarah Wells <sarah@coast-inc.com>; LaFreniere, Matt <mlafreni@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Stong, Nate <nstong@slocity.org>; Heather Wiebe <heather@arris-studio.com> Subject: Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 Thank you for the note Charles. Who is our point of contact now? I’ll assume it is Nate. Nate- Can you please push this along? We submitted in November 2022. It would be appreciated. Chuck Braff M: 310.990.6897 On May 8, 2023, at 3:49 PM, Weir, Charles <cweir@slocity.org> wrote: Chuck and Cristi, Thank you both for reaching out. I appreciate your patience with my response to update you on the progress. I am drafting my review comments this week and will provide them to my supervisor, Nate Stong (cc:’d above). I am hoping that we can have those formal to you shortly thereafter. Please see a couple of updates on requested items. City Attorney review of airspace easement agreement expected by 5/19. I will let you know if this get’s processed sooner. I have my own comments on the airspace easement agreement that will be provided with the engineering review (mainly to update placeholder text “**” throughout. I will be formally requesting park fees based on the proposed unit count of this map check. 4 Additionally I would like to inform you both that I will be leaving my position with the City of SLO’s Community Development Department on May 10th. If either of you would like to set up a time to discuss this project with me before I go, I would love to help address any remaining concerns. For all future project concerns, please contact my supervisor, Nate Stong (cc:’d above). Charles Weir pronouns he/him/his Senior Civil Engineer Community Development E cweir@slocity.org T 805.783.7704 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 8, 2023 10:15 AM To: Cristi Fry <cristi@coast-inc.com> Cc: Weir, Charles <cweir@slocity.org>; Sarah Wells <sarah@coast-inc.com>; LaFreniere, Matt <mlafreni@slocity.org>; Hanh, Hannah <hhanh@slocity.org> Subject: Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 Charles- Can you please provide an update on the status of this review? We have to get this moving and our records show we submitted this back in Nov. Chuck Braff M: 310.990.6897 On Apr 26, 2023, at 4:27 PM, Cristi Fry <cristi@coast-inc.com> wrote: 5 Charles, Thank you for the update. I will touch base with you next week. Cristi Cristi E. Fry, PE, PLS Coast Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com o) 805-242-6365 ext. 55 m) 805-550-0361 On Wed, Apr 26, 2023 at 4:05 PM Weir, Charles <cweir@slocity.org> wrote: Cristi, Thanks for checking in! Things are going well. I am giving this project my full focus next week and will follow up with any questions as I do. I will touch base with the city attorney review and get you a status on comments. I am out the rest of this week but will be back on Tuesday 5/2. Looking forward to following up with you soon. Thanks. 6 Charles Weir pronouns he/him/his Senior Civil Engineer <image001.png> Community Development E cweir@slocity.org T 805.783.7704 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Cristi Fry <cristi@coast-inc.com> Sent: Monday, April 24, 2023 10:26 AM To: Weir, Charles <cweir@slocity.org> Cc: Sarah Wells <sarah@coast-inc.com>; LaFreniere, Matt <mlafreni@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Re: Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Charles, I also want to follow up on the Draft Shared Agreement submitted in November 23, 2022. We have not received any comments from City attorney yet. When can we expect comments back? Attached again here for your convenience. Thanks, Cristi 7 Cristi E. Fry, PE, PLS Coast Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com o) 805-242-6365 ext. 55 m) 805-550-0361 On Mon, Apr 24, 2023 at 9:06 AM Cristi Fry <cristi@coast-inc.com> wrote: Hi Charles, How are things going? I am checking in on the 3-D map submittal to see if there are any questions. We have still never heard back confirmation on paid Parkland Improvement Fees (Bldg) or the Park In-Lieu Fees (Planning). Owner is pushing for end of May recording. Thanks, Cristi 8 Cristi E. Fry, PE, PLS Coast Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com o) 805-242-6365 ext. 55 m) 805-550-0361 ---------- Forwarded message --------- From: Sarah Wells <sarah@coast-inc.com> Date: Fri, Mar 31, 2023 at 12:07 PM Subject: FMAP 0602-2022 Parcel Map - 2nd Submittal To: LaFreniere, Matt <mlafreni@slocity.org> Cc: Weir, Charles <cweir@slocity.org>, Chuck Braff <chuck@westpacinv.com>, Cristi Fry <cristi@coast-inc.com>, Michaela Denny <michaela@westpacinv.com>, Todd Robinson <todd@coast-inc.com>, Hannula, Hal <hhannula@slocity.org>, SurveyTeam <surveyteam@coast- inc.com>, <Jonathan@westpacinv.com>, Patrick Smith <psmith@westpacinv.com> Hi Matt, Attached is an electronic .zip file of the hard copy for the 2nd Submittal of PM SLO 21-0007 that was dropped off today. Please distribute accordingly. Let me know immediately if you have any issues opening these files. Thanks again to Charles for the advance technical review of this map. Sarah Wells Coast Engineering & Survey, Inc. 9 o: (805) 242-6365 ext.. 56 c: (805) 550-2390 sarah@coast-inc.com Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. Date 02/09/2023 Coast Engineering & Survey, Inc 785 High Street San Luis Obispo, CA 93401 Attn: Cristi Fry, PLS Re: Parcel Map SLO 21-0007, 1150 Laurel Ln, San Luis Obispo To: Whom it may concern, Based on the information provided, reference to the above-mentioned project (PM SLO SLO 21-0007) it appears that there are no conflicts with either our existing easements, or our overhead facilities. These proposed easements and facilities also appear adequate for providing Future CATV service to this project. If you have any questions, feel free to contact me at 805-783-4942. Sincerely, Ryan Schwiebert Charter Communications Construction Dept. Construction Coordinator T-805.783.4942 785 High Street San Luis Obispo, CA 93401 January 11, 2023 CERTIFIED MAIL - RRR Digital West 1998 Santa Barbara Ave, Suite #200 San Luis Obispo, CA 93401 Attention: Right of Way Department Subject: Parcel Map SLO 21-0007, 1150 Laurel Lane, San Luis Obispo To whom it may concern: Enclosed is a draft copy of the subject Parcel Map. Pursuant to Subdivision Map Act Section 66436a-3Ai this is a request for a non-interference letter for easement rights located within the above subdivision, (shown highlighted on the enclosed map.) Please send the letter to our firm and we will forward it to the appropriate public agency. Attached is Subdivision Map Act Section 66436a-3Ai. Please feel free to call me at (805) 550-0361 if you have any questions. Sincerely, Ashley & Vance ___________________________ Cristi Fry, PLS Enclosure: Draft Parcel Map & Subdivision Map Act Section 66436 785 High Street San Luis Obispo, CA 93401 January 11, 2023 CERTIFIED MAIL - RRR AT&T 196 Suburban Road San Luis Obispo, CA 93401 Attention: Ralph Soares Subject: Parcel Map SLO 21-0007, 1150 Laurel Lane, San Luis Obispo Dear Ralph: Enclosed is a draft copy of the subject Parcel Map. Pursuant to Subdivision Map Act Section 66436a-3Ai this is a request for a non-interference letter for easement rights located within the above subdivision, (shown highlighted on the enclosed map.) Please send the letter to our firm and we will forward it to the appropriate public agency. Attached is Subdivision Map Act Section 66436a-3Ai. Please feel free to call me at (805) 550-0361 if you have any questions. Sincerely, Ashley & Vance ___________________________ Cristi Fry, PLS Enclosure: Draft Parcel Map & Subdivision Map Act Section 66436 Parcel Map Check Report Client: Laurel Creek SLO AL 22-0011 Prepared by: SCW Date: 5/2/2022 1:24:08 PM Parcel Name: PARCEL 1 - AV-Standard : 1 Description: Process segment order counterclockwise: True Enable mapcheck across chord: False North:10,072.7728' East:20,966.5437' Segment# 1: Line Course: N57°16'14"W Length: 337.08' North: 10,255.0228' East: 20,682.9809' Segment# 2: Line Course: S48°53'54"W Length: 51.39' North: 10,221.2391' East: 20,644.2562' Segment# 3: Line Course: N57°36'19"W Length: 28.10' North: 10,236.2937' East: 20,620.5292' Segment# 4: Line Course: N12°17'31"W Length: 24.98' North: 10,260.7010' East: 20,615.2111' Segment# 5: Line Course: N57°12'35"W Length: 168.58' North: 10,351.9982' East: 20,473.4929' Segment# 6: Line Course: N32°42'19"E Length: 50.90' North: 10,394.8285' East: 20,500.9951' Segment# 7: Line Course: N57°17'41"W Length: 290.55' North: 10,551.8179' East: 20,256.5086' Segment# 8: Line Course: S32°42'19"W Length: 16.63' North: 10,537.8244' East: 20,247.5231' Segment# 9: Line Course: N57°17'41"W Length: 275.64' North: 10,686.7576' East: 20,015.5828' Segment# 10: Line Course: S41°13'34"W Length: 376.18' North: 10,403.8271' East: 19,767.6681' Segment# 11: Line Course: S32°04'16"E Length: 462.64' North: 10,011.7907' East: 20,013.3167' Segment# 12: Line Course: N32°47'25"E Length: 166.07' North: 10,151.3989' East: 20,103.2544' Segment# 13: Line Course: S57°12'35"E Length: 402.82' North: 9,933.2454' East: 20,441.8885' Segment# 14: Line Course: N47°44'14"E Length: 70.89' North: 9,980.9212' East: 20,494.3519' Segment# 15: Line Course: S57°18'18"E Length: 35.08' North: 9,961.9722' East: 20,523.8738' Segment# 16: Line Course: N34°33'26"E Length: 292.70' North: 10,203.0282' East: 20,689.9017' Segment# 17: Line Course: S57°16'14"E Length: 303.15' North: 10,039.1233' East: 20,944.9215' Segment# 18: Line Course: N32°42'29"E Length: 40.00' North: 10,072.7807' East: 20,966.5359' Perimeter: 3,393.39' Area: 378,009.71Sq.Ft. Error Closure: 0.0111 Course: N44°59'28"W Error North : 0.00782 East: -0.00782 Precision 1: 305,709.91 Parcel Name: PARCEL 2 - AV-Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,072.7728' East:20,966.5437' Segment# 1: Line Course: N57°16'14"W Length: 337.08' North: 10,255.0228' East: 20,682.9809' Segment# 2: Line Course: S48°53'54"W Length: 51.39' North: 10,221.2391' East: 20,644.2562' Segment# 3: Line Course: N57°36'19"W Length: 28.10' North: 10,236.2937' East: 20,620.5292' Segment# 4: Line Course: N12°17'31"W Length: 24.98' North: 10,260.7010' East: 20,615.2111' Segment# 5: Line Course: N57°12'35"W Length: 168.58' Parcel Map Check Report Client: Prepared by: Laurel Creek, LP Cristi E. Fry, PLS 1150 Laurel Lane Coast Engineering & Surveying, Inc. 785 High Street Date: 3/30/2023 10:22:50 AM Parcel Name: PARCEL 2-9 EXTERIOR - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,155.7224' East:20,173.4286' Segment# 1: Line Course: N57°17'44"W Length: 299.67' North: 10,317.6358' East: 19,921.2656' Segment# 2: Line Course: N32°42'16"E Length: 53.95' North: 10,363.0330' East: 19,950.4151' Segment# 3: Line Course: S57°17'44"E Length: 52.45' North: 10,334.6940' East: 19,994.5501' Segment# 4: Line Course: N32°42'16"E Length: 5.38' North: 10,339.2211' East: 19,997.4570' Segment# 5: Line Course: S57°17'44"E Length: 8.88' North: 10,334.4232' East: 20,004.9292' Segment# 6: Line Course: N32°42'16"E Length: 5.46' North: 10,339.0176' East: 20,007.8793' Segment# 7: Line Course: N57°17'44"W Length: 15.25' North: 10,347.2573' East: 19,995.0469' Segment# 8: Line Course: N32°42'16"E Length: 18.40' North: 10,362.7403' East: 20,004.9885' Segment# 9: Line Course: N57°17'44"W Length: 8.33' North: 10,367.2410' East: 19,997.9791' Segment# 10: Line Course: N32°42'16"E Length: 3.30' North: 10,370.0179' East: 19,999.7621' Segment# 11: Line Course: N57°17'44"W Length: 6.29' North: 10,373.4164' East: 19,994.4693' Segment# 12: Line Course: S32°42'16"W Length: 7.23' North: 10,367.3326' East: 19,990.5628' Segment# 13: Line Course: N57°17'44"W Length: 31.50' North: 10,384.3522' East: 19,964.0566' Segment# 14: Line Course: N32°42'16"E Length: 158.73' North: 10,517.9186' East: 20,049.8193' Segment# 15: Line Course: S57°17'44"E Length: 68.45' North: 10,480.9347' East: 20,107.4178' Segment# 16: Line Course: S32°42'16"W Length: 0.41' North: 10,480.5897' East: 20,107.1963' Segment# 17: Line Course: S57°17'44"E Length: 20.84' North: 10,469.3297' East: 20,124.7325' Segment# 18: Line Course: S32°42'16"W Length: 5.42' North: 10,464.7689' East: 20,121.8041' Segment# 19: Line Course: S57°17'44"E Length: 20.50' North: 10,453.6927' East: 20,139.0542' Segment# 20: Line Course: N32°42'16"E Length: 5.42' North: 10,458.2534' East: 20,141.9826' Segment# 21: Line Course: S57°17'44"E Length: 19.50' North: 10,447.7175' East: 20,158.3913' Segment# 22: Line Course: S32°42'16"W Length: 5.42' North: 10,443.1567' East: 20,155.4628' Segment# 23: Line Course: S57°17'44"E Length: 20.50' North: 10,432.0804' East: 20,172.7129' Segment# 24: Line Course: N32°42'16"E Length: 5.42' North: 10,436.6412' East: 20,175.6414' Segment# 25: Line Course: S57°17'44"E Length: 10.00' North: 10,431.2381' East: 20,184.0561' Segment# 26: Line Course: N32°42'16"E Length: 23.35' North: 10,450.8864' East: 20,196.6722' Segment# 27: Line Course: N57°17'44"W Length: 0.20' North: 10,450.9945' East: 20,196.5039' Segment# 28: Line Course: N32°42'16"E Length: 59.39' North: 10,500.9693' East: 20,228.5927' Segment# 29: Line Course: S57°17'44"E Length: 59.56' North: 10,468.7887' East: 20,278.7106' Segment# 30: Line Course: S32°42'16"W Length: 59.39' North: 10,418.8139' East: 20,246.6218' Segment# 31: Line Course: N57°17'44"W Length: 20.59' North: 10,429.9388' East: 20,229.2960' Segment# 32: Line Course: S32°42'16"W Length: 22.81' North: 10,410.7449' East: 20,216.9716' Segment# 33: Line Course: S57°17'44"E Length: 120.98' North: 10,345.3787' East: 20,318.7725' Segment# 34: Line Course: S32°42'16"W Length: 12.53' North: 10,334.8351' East: 20,312.0025' Segment# 35: Line Course: S57°17'44"E Length: 23.10' North: 10,322.3541' East: 20,331.4404' Segment# 36: Line Course: S32°42'16"W Length: 10.64' North: 10,313.4008' East: 20,325.6915' Segment# 37: Line Course: S57°17'44"E Length: 9.34' North: 10,308.3544' East: 20,333.5509' Segment# 38: Line Course: N32°42'16"E Length: 23.17' North: 10,327.8512' East: 20,346.0697' Segment# 39: Line Course: S57°17'44"E Length: 168.43' North: 10,236.8475' East: 20,487.7983' Segment# 40: Line Course: S32°42'16"W Length: 0.54' North: 10,236.3931' East: 20,487.5066' Segment# 41: Line Course: S57°17'44"E Length: 58.90' North: 10,204.5691' East: 20,537.0691' Segment# 42: Line Course: S32°42'16"W Length: 3.75' North: 10,201.4136' East: 20,535.0429' Segment# 43: Line Course: S57°17'44"E Length: 19.35' North: 10,190.9587' East: 20,551.3254' Segment# 44: Line Course: S32°42'16"W Length: 136.66' North: 10,075.9636' East: 20,477.4872' Segment# 45: Line Course: N57°17'44"W Length: 37.88' North: 10,096.4304' East: 20,445.6124' Segment# 46: Line Course: S32°42'16"W Length: 43.17' North: 10,060.1041' East: 20,422.2874' Segment# 47: Line Course: S57°17'44"E Length: 38.41' North: 10,039.3510' East: 20,454.6082' Segment# 48: Line Course: S32°42'16"W Length: 53.98' North: 9,993.9285' East: 20,425.4425' Segment# 49: Line Course: N57°17'44"W Length: 279.89' North: 10,145.1547' East: 20,189.9238' Segment# 50: Line Course: N32°42'16"E Length: 31.00' North: 10,171.2402' East: 20,206.6732' Segment# 51: Line Course: N57°17'44"W Length: 9.65' North: 10,176.4541' East: 20,198.5531' Segment# 52: Line Course: N32°42'16"E Length: 15.72' North: 10,189.6820' East: 20,207.0467' Segment# 53: Line Course: S57°17'44"E Length: 1.46' North: 10,188.8932' East: 20,208.2752' Segment# 54: Line Course: N32°42'16"E Length: 8.93' North: 10,196.4075' East: 20,213.1002' Segment# 55: Line Course: N57°17'44"W Length: 11.41' North: 10,202.5724' East: 20,203.4990' Segment# 56: Line Course: S32°42'16"W Length: 55.65' North: 10,155.7446' East: 20,173.4310' Perimeter: 2,276.51' Area: 142,227.90Sq.Ft. Error Closure: 0.0224 Course: N6°08'22"E Error North : 0.02223 East: 0.00239 Precision 1: 101,630.80 Parcel Name: PARCEL 2-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,444.1450' East:20,083.7975' Segment# 1: Line Course: N32°42'16"E Length: 43.29' North: 10,480.5722' East: 20,107.1873' Segment# 2: Line Course: S57°17'44"E Length: 20.84' North: 10,469.3122' East: 20,124.7235' Segment# 3: Line Course: S32°42'16"W Length: 5.42' North: 10,464.7515' East: 20,121.7951' Segment# 4: Line Course: S57°17'44"E Length: 20.50' North: 10,453.6752' East: 20,139.0452' Segment# 5: Line Course: N32°42'16"E Length: 5.42' North: 10,458.2360' East: 20,141.9736' Segment# 6: Line Course: S57°17'44"E Length: 19.50' North: 10,447.7000' East: 20,158.3823' Segment# 7: Line Course: S32°42'16"W Length: 5.42' North: 10,443.1392' East: 20,155.4538' Segment# 8: Line Course: S57°17'44"E Length: 20.50' North: 10,432.0630' East: 20,172.7039' Segment# 9: Line Course: N32°42'16"E Length: 5.42' North: 10,436.6237' East: 20,175.6324' Segment# 10: Line Course: S57°17'44"E Length: 10.00' North: 10,431.2207' East: 20,184.0471' Segment# 11: Line Course: N32°42'16"E Length: 23.35' North: 10,450.8690' East: 20,196.6632' Segment# 12: Line Course: S57°17'44"E Length: 19.52' North: 10,440.3222' East: 20,213.0887' Segment# 13: Line Course: S32°42'16"W Length: 13.22' North: 10,429.1980' East: 20,205.9458' Segment# 14: Line Course: S57°17'44"E Length: 12.57' North: 10,422.4064' East: 20,216.5231' Segment# 15: Line Course: S32°42'16"W Length: 53.42' North: 10,377.4551' East: 20,187.6600' Segment# 16: Line Course: N57°17'44"W Length: 123.43' North: 10,444.1450' East: 20,083.7975' Perimeter: 401.82' Area: 5,704.72Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 401,820,000.00 Parcel Name: PARCEL 2-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,444.1450' East:20,083.7975' Segment# 1: Line Course: N32°42'16"E Length: 43.29' North: 10,480.5722' East: 20,107.1873' Segment# 2: Line Course: S57°17'44"E Length: 20.84' North: 10,469.3122' East: 20,124.7235' Segment# 3: Line Course: S32°42'16"W Length: 5.42' North: 10,464.7515' East: 20,121.7951' Segment# 4: Line Course: S57°17'44"E Length: 20.50' North: 10,453.6752' East: 20,139.0452' Segment# 5: Line Course: N32°42'16"E Length: 5.42' North: 10,458.2360' East: 20,141.9736' Segment# 6: Line Course: S57°17'44"E Length: 19.50' North: 10,447.7000' East: 20,158.3823' Segment# 7: Line Course: S32°42'16"W Length: 5.42' North: 10,443.1392' East: 20,155.4538' Segment# 8: Line Course: S57°17'44"E Length: 20.50' North: 10,432.0630' East: 20,172.7039' Segment# 9: Line Course: N32°42'16"E Length: 5.42' North: 10,436.6237' East: 20,175.6324' Segment# 10: Line Course: S57°17'44"E Length: 19.42' North: 10,426.1310' East: 20,191.9737' Segment# 11: Line Course: S32°42'16"W Length: 5.42' North: 10,421.5702' East: 20,189.0452' Segment# 12: Line Course: S57°17'44"E Length: 10.61' North: 10,415.8376' East: 20,197.9732' Segment# 13: Line Course: N32°42'16"E Length: 5.42' North: 10,420.3984' East: 20,200.9017' Segment# 14: Line Course: S57°17'44"E Length: 12.06' North: 10,413.8823' East: 20,211.0498' Segment# 15: Line Course: S32°42'16"W Length: 43.29' North: 10,377.4551' East: 20,187.6600' Segment# 16: Line Course: N57°17'44"W Length: 123.43' North: 10,444.1450' East: 20,083.7975' Perimeter: 365.96' Area: 5,064.17Sq.Ft. Error Closure: 0.0000 Course: S0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 365,960,000.00 Parcel Name: PARCEL 3-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,440.3225' East:20,213.0911' Segment# 1: Line Course: N57°17'44"W Length: 19.72' North: 10,450.9773' East: 20,196.4973' Segment# 2: Line Course: N32°42'16"E Length: 59.39' North: 10,500.9522' East: 20,228.5860' Segment# 3: Line Course: S57°17'44"E Length: 59.56' North: 10,468.7715' East: 20,278.7039' Segment# 4: Line Course: S32°42'16"W Length: 59.39' North: 10,418.7967' East: 20,246.6152' Segment# 5: Line Course: N57°17'44"W Length: 20.59' North: 10,429.9216' East: 20,229.2893' Segment# 6: Line Course: S32°42'16"W Length: 22.81' North: 10,410.7277' East: 20,216.9650' Segment# 7: Line Course: S57°17'44"E Length: 120.98' North: 10,345.3615' East: 20,318.7659' Segment# 8: Line Course: S32°42'16"W Length: 12.53' North: 10,334.8179' East: 20,311.9958' Segment# 9: Line Course: S57°17'44"E Length: 23.10' North: 10,322.3369' East: 20,331.4338' Segment# 10: Line Course: S32°42'16"W Length: 10.64' North: 10,313.3836' East: 20,325.6849' Segment# 11: Line Course: S57°17'44"E Length: 9.34' North: 10,308.3372' East: 20,333.5442' Segment# 12: Line Course: S32°42'16"W Length: 36.27' North: 10,277.8171' East: 20,313.9474' Segment# 13: Line Course: N57°17'44"W Length: 32.85' North: 10,295.5661' East: 20,286.3051' Segment# 14: Line Course: S32°42'16"W Length: 2.59' North: 10,293.3867' East: 20,284.9057' Segment# 15: Line Course: N57°17'44"W Length: 119.70' North: 10,358.0613' East: 20,184.1819' Segment# 16: Line Course: N32°42'16"E Length: 18.20' North: 10,373.3761' East: 20,194.0155' Segment# 17: Line Course: N57°17'44"W Length: 7.55' North: 10,377.4554' East: 20,187.6624' Segment# 18: Line Course: N32°42'16"E Length: 53.42' North: 10,422.4066' East: 20,216.5255' Segment# 19: Line Course: N57°17'44"W Length: 12.57' North: 10,429.1983' East: 20,205.9482' Segment# 20: Line Course: N32°42'16"E Length: 13.22' North: 10,440.3225' East: 20,213.0911' Perimeter: 714.44' Area: 13,058.70Sq.Ft. Error Closure: 0.0000 Course: S75°57'50"W Error North : 0.00000 East: 0.00000 Precision 1: 714,420,000.00 Parcel Name: PARCEL 4 - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,155.7224' East:20,173.4286' Segment# 1: Line Course: N57°17'44"W Length: 299.67' North: 10,317.6358' East: 19,921.2656' Segment# 2: Line Course: N32°42'16"E Length: 53.95' North: 10,363.0330' East: 19,950.4151' Segment# 3: Line Course: S57°17'44"E Length: 52.45' North: 10,334.6940' East: 19,994.5501' Segment# 4: Line Course: N32°42'16"E Length: 5.38' North: 10,339.2211' East: 19,997.4570' Segment# 5: Line Course: S57°17'44"E Length: 8.88' North: 10,334.4232' East: 20,004.9292' Segment# 6: Line Course: N32°42'16"E Length: 5.46' North: 10,339.0176' East: 20,007.8793' Segment# 7: Line Course: S57°17'44"E Length: 179.67' North: 10,241.9409' East: 20,159.0660' Segment# 8: Line Course: N32°42'16"E Length: 37.49' North: 10,273.4876' East: 20,179.3221' Segment# 9: Line Course: S57°17'44"E Length: 46.00' North: 10,248.6335' East: 20,218.0296' Segment# 10: Line Course: S32°42'16"W Length: 37.49' North: 10,217.0869' East: 20,197.7736' Segment# 11: Line Course: S57°17'44"E Length: 24.71' North: 10,203.7359' East: 20,218.5663' Segment# 12: Line Course: N32°42'16"E Length: 7.10' North: 10,209.7103' East: 20,222.4024' Segment# 13: Line Course: S57°17'44"E Length: 15.04' North: 10,201.5841' East: 20,235.0581' Segment# 14: Line Course: S32°42'16"W Length: 7.10' North: 10,195.6097' East: 20,231.2220' Segment# 15: Line Course: S57°17'44"E Length: 234.00' North: 10,069.1782' East: 20,428.1257' Segment# 16: Line Course: S32°42'16"W Length: 10.81' North: 10,060.0819' East: 20,422.2850' Segment# 17: Line Course: S57°17'44"E Length: 38.41' North: 10,039.3288' East: 20,454.6058' Segment# 18: Line Course: S32°42'16"W Length: 53.98' North: 9,993.9063' East: 20,425.4401' Segment# 19: Line Course: N57°17'44"W Length: 279.89' North: 10,145.1324' East: 20,189.9214' Segment# 20: Line Course: N32°42'16"E Length: 31.00' North: 10,171.2180' East: 20,206.6709' Segment# 21: Line Course: N57°17'44"W Length: 9.65' North: 10,176.4319' East: 20,198.5507' Segment# 22: Line Course: N32°42'16"E Length: 15.72' North: 10,189.6598' East: 20,207.0443' Segment# 23: Line Course: S57°17'44"E Length: 1.46' North: 10,188.8709' East: 20,208.2728' Segment# 24: Line Course: N32°42'16"E Length: 8.93' North: 10,196.3853' East: 20,213.0978' Segment# 25: Line Course: N57°17'44"W Length: 11.41' North: 10,202.5502' East: 20,203.4966' Segment# 26: Line Course: S32°42'16"W Length: 55.65' North: 10,155.7224' East: 20,173.4286' Perimeter: 1,531.27' Area: 38,750.23Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 1,531,300,000.00 Parcel Name: PARCEL 5-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,373.4061' East:19,994.4644' Segment# 1: Line Course: S32°42'16"W Length: 7.23' North: 10,367.3223' East: 19,990.5580' Segment# 2: Line Course: N57°17'44"W Length: 31.50' North: 10,384.3419' East: 19,964.0518' Segment# 3: Line Course: N32°42'16"E Length: 158.73' North: 10,517.9083' East: 20,049.8145' Segment# 4: Line Course: S57°17'44"E Length: 30.19' North: 10,501.5964' East: 20,075.2184' Segment# 5: Line Course: S32°42'16"W Length: 5.46' North: 10,497.0020' East: 20,072.2683' Segment# 6: Line Course: S57°17'44"E Length: 7.60' North: 10,492.8957' East: 20,078.6635' Segment# 7: Line Course: S32°42'16"W Length: 146.04' North: 10,370.0076' East: 19,999.7573' Segment# 8: Line Course: N57°17'44"W Length: 6.29' North: 10,373.4061' East: 19,994.4644' Perimeter: 393.04' Area: 5,911.64Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 393,040,000.00 Parcel Name: PARCEL 5-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,370.0067' East:19,999.7587' Segment# 1: Line Course: N57°17'44"W Length: 6.29' North: 10,373.4052' East: 19,994.4658' Segment# 2: Line Course: S32°42'16"W Length: 7.23' North: 10,367.3214' East: 19,990.5594' Segment# 3: Line Course: N57°17'44"W Length: 31.50' North: 10,384.3410' East: 19,964.0532' Segment# 4: Line Course: N32°42'16"E Length: 158.73' North: 10,517.9074' East: 20,049.8159' Segment# 5: Line Course: S57°17'44"E Length: 30.19' North: 10,501.5955' East: 20,075.2198' Segment# 6: Line Course: S32°42'16"W Length: 5.46' North: 10,497.0011' East: 20,072.2697' Segment# 7: Line Course: S57°17'44"E Length: 7.60' North: 10,492.8948' East: 20,078.6649' Segment# 8: Line Course: S32°42'16"W Length: 146.04' North: 10,370.0067' East: 19,999.7587' Perimeter: 393.04' Area: 5,911.64Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 393,040,000.00 Parcel Name: PARCEL 6-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,501.5979' East:20,075.2161' Segment# 1: Line Course: S57°17'44"E Length: 38.26' North: 10,480.9258' East: 20,107.4107' Segment# 2: Line Course: S32°42'16"W Length: 43.71' North: 10,444.1452' East: 20,083.7939' Segment# 3: Line Course: S57°17'44"E Length: 130.99' North: 10,373.3706' East: 20,194.0179' Segment# 4: Line Course: S32°42'16"W Length: 18.20' North: 10,358.0559' East: 20,184.1844' Segment# 5: Line Course: S57°17'44"E Length: 119.70' North: 10,293.3813' East: 20,284.9082' Segment# 6: Line Course: N32°42'16"E Length: 2.59' North: 10,295.5607' East: 20,286.3076' Segment# 7: Line Course: S57°17'44"E Length: 25.42' North: 10,281.8261' East: 20,307.6977' Segment# 8: Line Course: S32°42'16"W Length: 12.57' North: 10,271.2489' East: 20,300.9061' Segment# 9: Line Course: N57°17'44"W Length: 58.73' North: 10,302.9810' East: 20,251.4866' Segment# 10: Line Course: S32°42'16"W Length: 44.10' North: 10,265.8722' East: 20,227.6591' Segment# 11: Line Course: S57°17'44"E Length: 4.00' North: 10,263.7110' East: 20,231.0250' Segment# 12: Line Course: S32°42'16"W Length: 19.71' North: 10,247.1256' East: 20,220.3756' Segment# 13: Line Course: N57°17'44"W Length: 48.79' North: 10,273.4872' East: 20,179.3203' Segment# 14: Line Course: S32°42'16"W Length: 37.49' North: 10,241.9405' East: 20,159.0643' Segment# 15: Line Course: N57°17'44"W Length: 185.62' North: 10,342.2320' East: 20,002.8708' Segment# 16: Line Course: N32°42'16"E Length: 11.80' North: 10,352.1613' East: 20,009.2464' Segment# 17: Line Course: N57°17'44"W Length: 9.29' North: 10,357.1808' East: 20,001.4292' Segment# 18: Line Course: N32°42'16"E Length: 6.59' North: 10,362.7261' East: 20,004.9898' Segment# 19: Line Course: N57°17'44"W Length: 8.33' North: 10,367.2268' East: 19,997.9804' Segment# 20: Line Course: N32°42'16"E Length: 149.34' North: 10,492.8918' East: 20,078.6696' Segment# 21: Line Course: N57°17'44"W Length: 7.60' North: 10,496.9981' East: 20,072.2744' Segment# 22: Line Course: N32°42'16"E Length: 5.46' North: 10,501.5925' East: 20,075.2245' Perimeter: 988.32' Area: 30,715.50Sq.Ft. Error Closure: 0.0100 Course: S57°17'44"E Error North : -0.00540 East: 0.00841 Precision 1: 98,829.00 Parcel Name: PARCEL 6-LOW - Standard : 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,317.5821' East:20,362.0337' Segment# 1: Line Course: S57°17'44"E Length: 149.46' North: 10,236.8280' East: 20,487.7996' Segment# 2: Line Course: S32°42'16"W Length: 36.50' North: 10,206.1144' East: 20,468.0785' Segment# 3: Line Course: S57°17'44"E Length: 40.38' North: 10,184.2969' East: 20,502.0570' Segment# 4: Line Course: S32°42'16"W Length: 95.97' North: 10,103.5411' East: 20,450.2038' Segment# 5: Line Course: S57°17'44"E Length: 37.87' North: 10,083.0798' East: 20,482.0703' Segment# 6: Line Course: S32°42'16"W Length: 8.48' North: 10,075.9441' East: 20,477.4885' Segment# 7: Line Course: N57°17'44"W Length: 37.88' North: 10,096.4109' East: 20,445.6136' Segment# 8: Line Course: S32°42'16"W Length: 32.36' North: 10,069.1809' East: 20,428.1293' Segment# 9: Line Course: N57°17'44"W Length: 200.92' North: 10,177.7391' East: 20,259.0614' Segment# 10: Line Course: N32°42'16"E Length: 161.40' North: 10,313.5522' East: 20,346.2667' Segment# 11: Line Course: S57°17'44"E Length: 11.09' North: 10,307.5602' East: 20,355.5986' Segment# 12: Line Course: N32°42'16"E Length: 11.91' North: 10,317.5821' East: 20,362.0337' Perimeter: 824.22' Area: 33,538.01Sq.Ft. Error Closure: 0.0000 Course: N90°00'00"W Error North : 0.00000 East: 0.00000 Precision 1: 824,220,000.00 Parcel Name: PARCEL 6-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,358.0592' East:20,184.1866' Segment# 1: Line Course: S57°17'44"E Length: 119.70' North: 10,293.3846' East: 20,284.9105' Segment# 2: Line Course: N32°42'16"E Length: 2.59' North: 10,295.5640' East: 20,286.3099' Segment# 3: Line Course: S57°17'44"E Length: 32.85' North: 10,277.8150' East: 20,313.9521' Segment# 4: Line Course: N32°42'16"E Length: 36.27' North: 10,308.3351' East: 20,333.5490' Segment# 5: Line Course: N57°17'44"W Length: 9.34' North: 10,313.3815' East: 20,325.6897' Segment# 6: Line Course: N32°42'16"E Length: 10.64' North: 10,322.3347' East: 20,331.4385' Segment# 7: Line Course: N57°17'44"W Length: 23.10' North: 10,334.8158' East: 20,312.0006' Segment# 8: Line Course: N32°42'16"E Length: 12.53' North: 10,345.3594' East: 20,318.7706' Segment# 9: Line Course: S57°17'44"E Length: 200.87' North: 10,236.8282' East: 20,487.7965' Segment# 10: Line Course: S32°42'16"W Length: 36.50' North: 10,206.1146' East: 20,468.0753' Segment# 11: Line Course: S57°17'44"E Length: 40.38' North: 10,184.2971' East: 20,502.0538' Segment# 12: Line Course: S32°42'16"W Length: 136.82' North: 10,069.1673' East: 20,428.1292' Segment# 13: Line Course: N57°17'44"W Length: 200.92' North: 10,177.7255' East: 20,259.0613' Segment# 14: Line Course: N32°42'16"E Length: 101.30' North: 10,262.9663' East: 20,313.7943' Segment# 15: Line Course: N57°17'44"W Length: 74.05' North: 10,302.9759' East: 20,251.4835' Segment# 16: Line Course: S32°42'16"W Length: 44.10' North: 10,265.8671' East: 20,227.6560' Segment# 17: Line Course: S57°17'44"E Length: 4.00' North: 10,263.7059' East: 20,231.0219' Segment# 18: Line Course: S32°42'16"W Length: 19.71' North: 10,247.1206' East: 20,220.3725' Segment# 19: Line Course: N57°17'44"W Length: 2.79' North: 10,248.6280' East: 20,218.0248' Segment# 20: Line Course: S32°42'16"W Length: 37.49' North: 10,217.0814' East: 20,197.7687' Segment# 21: Line Course: N57°17'44"W Length: 231.63' North: 10,342.2323' East: 20,002.8593' Segment# 22: Line Course: N32°42'16"E Length: 11.80' North: 10,352.1617' East: 20,009.2349' Segment# 23: Line Course: N57°17'44"W Length: 9.29' North: 10,357.1811' East: 20,001.4176' Segment# 24: Line Course: N32°42'16"E Length: 6.59' North: 10,362.7264' East: 20,004.9782' Segment# 25: Line Course: N57°17'44"W Length: 8.33' North: 10,367.2271' East: 19,997.9688' Segment# 26: Line Course: N32°42'16"E Length: 149.34' North: 10,492.8921' East: 20,078.6581' Segment# 27: Line Course: N57°17'44"W Length: 7.60' North: 10,496.9984' East: 20,072.2629' Segment# 28: Line Course: N32°42'16"E Length: 5.46' North: 10,501.5928' East: 20,075.2130' Segment# 29: Line Course: S57°17'44"E Length: 38.26' North: 10,480.9208' East: 20,107.4076' Segment# 30: Line Course: S32°42'16"W Length: 43.71' North: 10,444.1401' East: 20,083.7908' Segment# 31: Line Course: S57°17'44"E Length: 130.99' North: 10,373.3655' East: 20,194.0148' Segment# 32: Line Course: S32°42'16"W Length: 18.20' North: 10,358.0508' East: 20,184.1812' Perimeter: 1,807.17' Area: 66,956.28Sq.Ft. Error Closure: 0.0100 Course: S32°42'16"W Error North : -0.00841 East: -0.00540 Precision 1: 180,715.00 Parcel Name: PARCEL 7-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,206.1166' East:20,468.0756' Segment# 1: Line Course: N32°42'16"E Length: 35.96' North: 10,236.3758' East: 20,487.5049' Segment# 2: Line Course: S57°17'44"E Length: 58.90' North: 10,204.5518' East: 20,537.0675' Segment# 3: Line Course: S32°42'16"W Length: 3.75' North: 10,201.3963' East: 20,535.0413' Segment# 4: Line Course: S57°17'44"E Length: 19.35' North: 10,190.9414' East: 20,551.3237' Segment# 5: Line Course: S32°42'16"W Length: 128.18' North: 10,083.0819' East: 20,482.0674' Segment# 6: Line Course: N57°17'44"W Length: 37.87' North: 10,103.5433' East: 20,450.2009' Segment# 7: Line Course: N32°42'16"E Length: 95.97' North: 10,184.2991' East: 20,502.0541' Segment# 8: Line Course: N57°17'44"W Length: 40.38' North: 10,206.1166' East: 20,468.0756' Perimeter: 420.35' Area: 6,375.98Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 420,360,000.00 Parcel Name: PARCEL 7-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,206.1166' East:20,468.0756' Segment# 1: Line Course: N32°42'16"E Length: 35.96' North: 10,236.3758' East: 20,487.5049' Segment# 2: Line Course: S57°17'44"E Length: 58.90' North: 10,204.5518' East: 20,537.0675' Segment# 3: Line Course: S32°42'16"W Length: 3.75' North: 10,201.3963' East: 20,535.0413' Segment# 4: Line Course: S57°17'44"E Length: 19.35' North: 10,190.9414' East: 20,551.3237' Segment# 5: Line Course: S32°42'16"W Length: 169.03' North: 10,048.7079' East: 20,459.9959' Segment# 6: Line Course: N57°17'44"W Length: 37.87' North: 10,069.1693' East: 20,428.1295' Segment# 7: Line Course: N32°42'16"E Length: 136.82' North: 10,184.2991' East: 20,502.0541' Segment# 8: Line Course: N57°17'44"W Length: 40.38' North: 10,206.1166' East: 20,468.0756' Perimeter: 502.05' Area: 7,922.86Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 502,060,000.00 Parcel Name: PARCEL 8-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,277.8172' East:20,313.9560' Segment# 1: Line Course: N32°42'16"E Length: 59.44' North: 10,327.8341' East: 20,346.0718' Segment# 2: Line Course: S57°17'44"E Length: 18.97' North: 10,317.5846' East: 20,362.0345' Segment# 3: Line Course: S32°42'16"W Length: 11.91' North: 10,307.5627' East: 20,355.5994' Segment# 4: Line Course: N57°17'44"W Length: 11.09' North: 10,313.5546' East: 20,346.2675' Segment# 5: Line Course: S32°42'16"W Length: 161.40' North: 10,177.7416' East: 20,259.0622' Segment# 6: Line Course: N57°17'44"W Length: 33.08' North: 10,195.6149' East: 20,231.2264' Segment# 7: Line Course: N32°42'16"E Length: 7.10' North: 10,201.5893' East: 20,235.0626' Segment# 8: Line Course: N57°17'44"W Length: 15.04' North: 10,209.7155' East: 20,222.4069' Segment# 9: Line Course: S32°42'16"W Length: 7.10' North: 10,203.7411' East: 20,218.5707' Segment# 10: Line Course: N57°17'44"W Length: 24.71' North: 10,217.0920' East: 20,197.7780' Segment# 11: Line Course: N32°42'16"E Length: 37.49' North: 10,248.6387' East: 20,218.0341' Segment# 12: Line Course: S57°17'44"E Length: 2.79' North: 10,247.1312' East: 20,220.3818' Segment# 13: Line Course: N32°42'16"E Length: 19.71' North: 10,263.7166' East: 20,231.0312' Segment# 14: Line Course: N57°17'44"W Length: 4.00' North: 10,265.8778' East: 20,227.6653' Segment# 15: Line Course: N32°42'16"E Length: 44.10' North: 10,302.9866' East: 20,251.4928' Segment# 16: Line Course: S57°17'44"E Length: 58.73' North: 10,271.2544' East: 20,300.9123' Segment# 17: Line Course: N32°42'16"E Length: 12.57' North: 10,281.8317' East: 20,307.7039' Segment# 18: Line Course: S57°17'44"E Length: 7.43' North: 10,277.8172' East: 20,313.9560' Perimeter: 536.66' Area: 8,063.40Sq.Ft. Error Closure: 0.0000 Course: N90°00'00"W Error North : 0.00000 East: 0.00000 Precision 1: 536,660,000.00 Parcel Name: PARCEL 8-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,203.7321' East:20,218.5657' Segment# 1: Line Course: N57°17'44"W Length: 24.71' North: 10,217.0830' East: 20,197.7730' Segment# 2: Line Course: N32°42'16"E Length: 37.49' North: 10,248.6297' East: 20,218.0290' Segment# 3: Line Course: S57°17'44"E Length: 2.79' North: 10,247.1223' East: 20,220.3767' Segment# 4: Line Course: N32°42'16"E Length: 19.71' North: 10,263.7076' East: 20,231.0262' Segment# 5: Line Course: N57°17'44"W Length: 4.00' North: 10,265.8688' East: 20,227.6603' Segment# 6: Line Course: N32°42'16"E Length: 44.10' North: 10,302.9776' East: 20,251.4878' Segment# 7: Line Course: S57°17'44"E Length: 74.05' North: 10,262.9680' East: 20,313.7985' Segment# 8: Line Course: S32°42'16"W Length: 101.30' North: 10,177.7272' East: 20,259.0656' Segment# 9: Line Course: N57°17'44"W Length: 33.08' North: 10,195.6005' East: 20,231.2298' Segment# 10: Line Course: N32°42'16"E Length: 7.10' North: 10,201.5749' East: 20,235.0660' Segment# 11: Line Course: N57°17'44"W Length: 15.04' North: 10,209.7011' East: 20,222.4103' Segment# 12: Line Course: S32°42'16"W Length: 7.10' North: 10,203.7267' East: 20,218.5741' Perimeter: 370.48' Area: 7,270.07Sq.Ft. 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Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 62,760,000.00 Parcel Name: PARCEL 9-LOW - Standard : 3 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,190.6957' East:20,219.1807' Segment# 1: Line Course: S32°42'16"W Length: 23.15' North: 10,171.2157' East: 20,206.6727' Segment# 2: Line Course: N57°17'44"W Length: 9.65' North: 10,176.4296' East: 20,198.5525' Segment# 3: Line Course: N32°42'16"E Length: 15.72' North: 10,189.6575' East: 20,207.0461' Segment# 4: Line Course: S57°17'44"E Length: 1.46' North: 10,188.8686' East: 20,208.2746' Segment# 5: Line Course: N32°42'16"E Length: 7.43' North: 10,195.1208' East: 20,212.2891' Segment# 6: Line Course: S57°17'44"E Length: 8.19' North: 10,190.6957' East: 20,219.1807' Perimeter: 65.59' Area: 212.46Sq.Ft. Error Closure: 0.0000 Course: S0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 65,600,000.00 Parcel Name: PARCEL 9-LOW - Standard : 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,064.7000' East:20,434.8726' Segment# 1: Line Course: S57°17'44"E Length: 25.00' North: 10,051.1923' East: 20,455.9094' Segment# 2: Line Course: S32°42'16"W Length: 5.17' North: 10,046.8419' East: 20,453.1160' Segment# 3: Line Course: N57°17'44"W Length: 25.00' North: 10,060.3496' East: 20,432.0793' Segment# 4: Line Course: N32°42'16"E Length: 5.17' North: 10,064.7000' East: 20,434.8726' Perimeter: 60.33' Area: 129.17Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 60,340,000.00 Parcel Name: PARCEL 9-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,048.6090' East:20,459.9327' Segment# 1: Line Course: S57°17'44"E Length: 0.53' North: 10,048.3227' East: 20,460.3786' Segment# 2: Line Course: S32°42'16"W Length: 4.68' North: 10,044.3846' East: 20,457.8500' Segment# 3: Line Course: N57°17'44"W Length: 4.41' North: 10,046.7673' East: 20,454.1391' Segment# 4: Line Course: S32°42'16"W Length: 59.88' North: 9,996.3802' East: 20,421.7856' Segment# 5: Line Course: N57°17'44"W Length: 34.92' North: 10,015.2477' East: 20,392.4015' Segment# 6: Line Course: N32°42'16"E Length: 5.42' North: 10,019.8084' East: 20,395.3300' Segment# 7: Line Course: N57°17'44"W Length: 239.96' North: 10,149.4601' East: 20,193.4111' Segment# 8: Line Course: N32°42'16"E Length: 4.42' North: 10,153.1794' East: 20,195.7993' Segment# 9: Line Course: N57°17'44"W Length: 20.58' North: 10,164.2989' East: 20,178.4819' Segment# 10: Line Course: S32°42'16"W Length: 4.42' North: 10,160.5796' East: 20,176.0937' Segment# 11: Line Course: N57°17'44"W Length: 260.12' North: 10,301.1239' East: 19,957.2108' Segment# 12: Line Course: S32°42'16"W Length: 5.87' North: 10,296.1845' East: 19,954.0392' Segment# 13: Line Course: N57°17'44"W Length: 34.89' North: 10,315.0358' East: 19,924.6804' Segment# 14: Line Course: N32°42'16"E Length: 60.19' North: 10,365.6838' East: 19,957.2014' Segment# 15: Line Course: N57°17'44"W Length: 4.30' North: 10,368.0071' East: 19,953.5831' Segment# 16: Line Course: N32°42'16"E Length: 19.41' North: 10,384.3400' East: 19,964.0704' Segment# 17: Line Course: S57°17'44"E Length: 31.50' North: 10,367.3204' East: 19,990.5767' Segment# 18: Line Course: N32°42'16"E Length: 7.23' North: 10,373.4042' East: 19,994.4831' Segment# 19: Line Course: S57°17'44"E Length: 6.29' North: 10,370.0057' East: 19,999.7759' Segment# 20: Line Course: S32°42'16"W Length: 3.30' North: 10,367.2288' East: 19,997.9929' Segment# 21: Line Course: S57°17'44"E Length: 8.33' North: 10,362.7281' East: 20,005.0023' Segment# 22: Line Course: S32°42'16"W Length: 6.59' North: 10,357.1828' East: 20,001.4417' Segment# 23: Line Course: S57°17'44"E Length: 9.29' North: 10,352.1634' East: 20,009.2590' Segment# 24: Line Course: S32°42'16"W Length: 11.80' North: 10,342.2340' East: 20,002.8834' Segment# 25: Line Course: S57°17'44"E Length: 256.33' North: 10,203.7375' East: 20,218.5771' Segment# 26: Line Course: N32°42'16"E Length: 7.10' North: 10,209.7119' East: 20,222.4132' Segment# 27: Line Course: S57°17'44"E Length: 15.04' North: 10,201.5857' East: 20,235.0689' Segment# 28: Line Course: S32°42'16"W Length: 7.10' North: 10,195.6113' East: 20,231.2328' Segment# 29: Line Course: S57°17'44"E Length: 271.88' North: 10,048.7130' East: 20,460.0113' Segment# 30: Line Course: S32°42'16"W Length: 0.12' North: 10,048.6120' East: 20,459.9465' Perimeter: 1,405.90' Area: 36,296.46Sq.Ft. Error Closure: 0.0141 Course: N77°42'16"E Error North : 0.00301 East: 0.01382 Precision 1: 99,709.22 Consecutive Inverse Report Client: Prepared by: Laurel Creek, LP Cristi E. Fry, PLS 1160 Laurel Lane Coast Engineering & Surveys, Inc. 785 High Street Date: 3/20/2023 12:48:37 PM Turned Angle Type: Turned Angle Right (+) Point Number H. Dist. Cum. HD SL Dist. Cum. SL Dist. Direction Slope Northing Easting Latitude Longitude 1 581.11 581.11 581.11 581.11 S5° 01' 04''E 0.00% 9961.9173 20523.8493 N27° 14' 1.6'' W138° 05' 48.69'' 2 9383.0380 20574.6768 N27° 13' 56.13'' W138° 05' 46.88'' February 9th, 2023 Tract Map Review #1 TO: Coast Engineering & Survey ATTN: Cristi Fry, cristi@coast-inc.com (805) 242-6365 ext 55 CC: Wathen Castanos Homes ATTN: Chuck Braff, chuck@westpacinv.com FROM: Charles Weir, Senior Civil Engineer (805) 783-7704, cweir@slocity.org Project Address 1150 Laurel Lane Project Name PM‐0007 Application Number FMAP‐0602‐2022 Review of PM‐0007 Staff Response: Review #1 Review #2 Review #3 Review #4 (Additional Fees) Applicant Response: Please respond to the following comments and any redline on the Map. Return the redline map for subsequent rechecks. Fees Pay map check fee $11,996.00 (PAID IN FULL) Improvement Plan Check Fee TBD Construction Inspection Fee TBD Parkland In-Lieu Fee Pay prior to map recordation (amount pending by city) Park Improvement Fee Pending verification with building permit Plan check fee needs to be paid upon City’s approval of the engineer’s cost estimate for the public improvements. Construction inspection fee to be paid prior to improvement plan approval. Park fees shall be paid prior to map recordation. 1 2 3 4 Page 2 Engineering Charles Weir (805) 783-7704 | cweir@slocity.org ☐ Ready for Action ☒ Needs Resubmit (see below) On review of the proposed plans, the following comments are provided: NOTE: Full review comments will be provided with Review #2. Client has stated minor interior parcel line adjustment since Review #1 set provided. To expedite schedule, engineering will continue review in parallel and revise this section’s comments next round. Response (Include Sheet and Detail Number): Engineering Consultant Doug Rion (805) 704-6778 | slocorider@gmail.com ☐ Ready for Action ☒ Needs Resubmit (see below) On review of the proposed plans, the following comments are provided: 1. Sheet 3: a. More distinct heavy line around exterior boundary of subdivision. b. Dashed line for overall interior parcel outline. c. Provide inverse calculation to confirm tie shown to SLO Control Point #8085. 2. Sheet 4: a. Provide dimension from exterior boundary to ties shown from interior corner. b. Review the L2 line, the length value (68.80) in the Line table does not agree with the scaled length of approximately 160 feet. Does the L2 need revision to match the L58 through L67 on Sheet 5? 3. Sheet 5: a. Details needed to clarify what appear to be very short line segments at the northerly corner of Parcel 3 and the easterly corner of Parcel 2. b. Leader lines are the same lineweight as the parcel lines, thinner lineweight is preferable. c. Review various line labels for their locations/dimension values. (See L1, L35, L38, L58, L97, L43, L99, L147). 4. Sheet 6: a. Parcel 5 Upper Level Elevation Limit in the Table does not agree with Section A. See the attached marked up copy for comments/corrections in red ink. All pencil markings are just my notes and scribbles. Response (Include Sheet and Detail Number): Page 3 Planning Hannah Hanh (805) 781-7432 | hhanh@slocity.org ☐ Ready for Action ☒ Needs Resubmit (see below) On review of the proposed plans, the following comments are provided: 1. Previously approved entitlements allowed for the construction of 100 residential units in the project building. As of current, permits have either been issued or are under review for the phased construction of 75 residential units. Please confirm if the applicant is pursuing construction of the remaining 25 residential units. 2. Clarify if the design of this final map accounts for 75 or 100 residential units. 3. Clarify if utility installations included in the scope of issued building permit, BLDG-1885-2020, accounted for the project at full buildout. 4. It is noted there are slight differences for proposed Parcels 2, 3, and 4 between the approved tentative map and this final map. Please confirm if Parcels 2 and 3 are intended for the residential units and if Parcel 4 is intended for the commercial space. 5. Please clarify the viewpoints of Sections B and E on the final map (Sheet 6). Response (Include Sheet and Detail Number): Utilities Miguel Barcenas (805) 781-7507 | mbarcena@slocity.org ☐ Ready for Action ☒ Needs Resubmit (see below) On review of the proposed plans, the following comments are provided: NOTE: Full review comments will be provided with Review #2. Client has stated minor changes since Review #1 set provided. To expedite schedule, utilities will continue review in parallel and revise this section’s comments next round. Life of Tentative Map Vesting Tentative Tract Map approved on – 6/28/21 (please confirm) No further processing of final map is allowed after tentative map expires. Submit a request for extension to Planning prior to expiration date, if final map is not ready by then. “Ready” means all fees and bonds paid, including tax bond, and all agreements and map signed and in City’s hands. The only thing that can be done after expiration would be Council action and signatures on City’s end. If it needs to go back to developer for any reason, then a new tentative map would be required. 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Tuesday, June 27, 2023 3:08 PM To:building Cc:Chuck Braff; Travis Dunn Subject:BLDG-1885-2020 Laurel Creek Apartments - Water Meters Attachments:CivilSiteWork Delta 25.pdf; 2021.01.06_PM-SLO-19-0114 SUBDIVISION IMPROVEMENT PLANS[35858].pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Good Afternoon, Reaching out to obtain utility work orders for the new 2” and 6” waterlines that we are installing on the frontage of 1150 Laurel Lane per BLDG-1885-2020 & PM SLO-19-0114. Our underground subcontractor will be starting the street improvements tomorrow under the encroachment that we have with public works. I’ve been told that Building will supply the work order and then public works will coordinate the installation of these water meters. Let me know if there is anything you need from me to get these work orders processed. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 NG:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, COVER SHEET, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, COVER SHEET 2, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 PARCEL 2PARCEL 17 0 PM 7 9 TRACT 213217 MB 65PARCEL 129 PM 25 CITY DOC NO. 1995-060294POR. LOT 271 R.S. 19 SLCUSD711 O.R. 108 22PARCEL 482 PM 82N.A.P.PARCEL 382 PM 82N.A.P.PARCEL 2SLO AL 22-0011 DOC# 2022-032524N.A.P.S.P.R.R.1234612345678910G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, BOUNDARY SHEET, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 L1L2L3L4L5L6L7L8L9L10L11L12L13L14 L15L16L17L18 L20L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50 L167L66L71L135 L72L138G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, PARCEL TIES, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 L51L52L53L54 L57L58L59 L68L69L70L73 L74 L75L94L95L102L116 L71L132L135L138 L141L142L143 L144L145 L146L153L157L60L61 L62L63L66L67 L72L76 L77L78 L79L80 L81 L82L83L84L85 L86L87L88L89L90 L91L92L93L96L98L99L100L101 L129 L130 L131L134L136 L55 L56L65L139L147L148 L149L150 L151L152 L158L160L163L17L50 L15L16L12L18L11L1L14 L23L29L36 L38 L49L45L46L47L48L40L37L35L33L34L22L39L28 L27L25L43L30 L2L3L5L7L9L4L6L8L10L13L20L21L24 L26L41L42L44L97L32L31 L64L109 L167 L103L104L105L106L107L108L109 L110L111L112 L113L114L115 L117L118L119L120L121L122L123L124L125L126L127 L128L133L137 L64L154 L155L156L161 L162L159L164 L165L166L19L140L168 L169L94L95L102 L57L23L53L52L88L86L87L75L73L60L58L54 L74 L50 L1L49L45L46L47L48L22L2L3L5L7L9L4L6L8L10L20L21L51L59L116L70 L68L71L135L69L132L138L65 L145 L143L90 L144L142L89L141L157G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, PARCEL B&D, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365L20L2L13L117L115L113L114L166L133L74L72L73L21L158L63L12L56L14L3L58L59L1L57 L99L101L98 L100 L39L40 L38 L41L82L84L83 L81 L27L28 L85L80 L28 L79 A6A6B6B6C6C6L19L118A6B6C6 L44 L94 L96 L102 L97L93L43L95L42 L20L74 L140L73 L21L155 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, SECTIONS, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, EASEMENTS, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 785 High Street San Luis Obispo,CA 93401 LETTER OF TRANSMITTAL To:City of SLO Community Development Department 919 Palm Street San Luis Obispo,CA 93401 Attn:Charles Weir,Senior Civil Engineer cweir@slocity.org Date:3/31/2023 Job no.:22061 Laurel Creek Re:FMAP-0602-2022 Parcel Map -Review #1 dated Feb 9,2023 2nd Submittal PM SLO 21-0007 We are sending you:☐attached /hand delivered ☐for review/approval The following items: Copies Item Description 1 FMAP-0602-2022 -Responses to Review #1 3 Sets Draft PM SLO 20-0007 (7 sheets) 1 Title Report -First American Title Co.Report #4001-6915343 dated 1/30/2023 1 Copy of Signatory Docs for Laurel Creek,LP and 1160 Laurel Lane,LLC 1 First American Title Co.Subdivision Guarantee dated 1/30/23 1 Copy Map Parcel Closure Calculations revised dated 3/30/23 1 Copy ea.Non-Interference letters from:So Cal Gas dated 1/30/23 &Charter Communications dated 2/9/23.(No response from AT&T,a copy of the Certified letter and Returned Receipt dated 1/19/23 is attached.) 1 Copy 23/24 Estimated Property Taxes Comments: Thank you for providing the technical review from the City’s map checking consultant in advance of other department City map review comments.Please find the enclosed 2nd Submittal package.Please confirm there has been some movement on identifying the Park In Lieu Fees (Planning),Parkland Improvement Fees (Building),and that the Draft Affordable Housing Agreement is being prepared. Call Sarah or me with any questions. Thank you, Cristi E.Fry,PLS Coast Engineering and Survey,Inc. Sarah Wells:sarah@coast-inc.com 805-242-6365 x 56 Cristi Fry:cristi@coast-inc.com 805-242-6365 x 55 If enclosures are not as noted,kindly notify us at once ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\TITLE SHEET.dwg, C-0.1, Jan 06, 2021 11:54am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114LAUREL LANESAN LUIS OBISPO, CA 93401SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058TITLE SHEETC-0.11.2.3.4.5.188CLIENT:LAUREL CREEK, LPC/O PATRICK SMITH505 BATH STREETSANTA BARBARA, CA 93101GEOTECHNICAL:EARTH SYSTEMS4378 SANTA FE ROADSAN LUIS OBISPO, CA 93401SURVEYOR:ASHLEY AND VANCE ENGINEERING, INC.1413 MONTEREY STREET,SAN LUIS OBISPO, CA 93401APN: 004-962-018SITE AREA: 17.04 ACAREA DISTURBED: 1400 SQ.FT. (0.03 AC)DIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERTPRIOR TO COMMENCING OF ANYEXCAVATION, DIGGING, POT HOLING,ETC. CALL DIG ALERT FOR ASSIGNMENTOF AN INQUIRY ID NUMBER, BECAUSENO EARTH WORK SHALL COMMENCEUNLESS THE CONTRACTOR HASOBTAINED THIS AND EACH UTILITY OROWNER OF SUBSURFACE FACILITIESHAS LOCATED AND MARKED THEIRSUBSURFACE FACILITIES IN THE AREAOF WORK.LEGENDDIG ALERTPROJECT INFORMATIONUTILITY PURVEYORSSHEET INDEXSTORM DRAINAGEWATER LINEGASSANITARY SEWERUNDERGROUND ELECTRICALDITCH / FLOWLINEGRADING LIMITGRADE SLOPEPROPERTY LINECENTERLINESAWCUTOVERHEAD WIRESUNDERGROUND TELEPHONE LINESSDWGSEA.PRIOR TO COMMENCING CONSTRUCTION CALLED FOR BY THESE PLANS, SPECIFICATIONSAND DETAILS, THE OWNER SHALL ENGAGE A GEOTECHNICAL ENGINEER TO PROVIDECONSTRUCTION PHASE OBSERVATION AND TESTING SERVICES AND SHALL ALSO ENGAGETHE PROJECT ENGINEER OR ANOTHER QUALIFIED PARTY TO PROVIDE PROJECTCONSTRUCTION OBSERVATION AND ASSURANCES ON CONFORMANCE WITH THEAPPROVED PLANS, SPECIFICATIONS AND AGENCY REQUIREMENTS. THE OWNER SHALLALSO ASSURE THAT CONTRACTOR(S) ENGAGED TO PROPERLY IMPLEMENT THECONSTRUCTION CALLED FOR ON THESE PLANS, SPECIFICATIONS AND DETAILS INCLUDINGTHOSE TASKS CALLED FOR ON THE PROJECT EROSION CONTROL PLAN SHEETS ATTACHEDAS PART OF THESE PLANS.B.GEOTECHNICAL ENGINEER'S RESPONSIBILITIES:1.A GEOTECHNICAL ENGINEER SHALL REVIEW THESE PLANS WITH RESPECT TOGENERAL CONFORMANCE WITH THE INTENT OF THE RECOMMENDATIONS PRESENTEDIN THE PROJECT SOILS ENGINEERING REPORT. THE PLAN REVIEW SHALL BEPERFORMED SPECIFICALLY WITH RESPECT TO GEOTECHNICAL FACTORS DISCUSSEDIN THE REFERENCED REPORT. IN PERFORMING THE REVIEW, A GEOTECHNICALENGINEER SHALL ATTEMPT TO VERIFY THAT THE CONCEPTS AND RECOMMENDATIONSPRESENTED IN THE REPORT ARE GENERALLY INCORPORATED INTO THE PLANS. INACCORDANCE WITH THIS LEVEL OF REVIEW, THE PLANS ARE TO BE FOUND INSUBSTANTIAL CONFORMANCE WITH THE CONCEPTS AND RECOMMENDATIONSPRESENTED IN THE NOTED REPORT.2.UPON BEING RETAINED BY THE OWNER, PRIOR TO CONSTRUCTION THEGEOTECHNICAL ENGINEER SHALL RECOMMEND TO THE OWNER AND THECONTRACTOR THE LEVEL OF OBSERVATION AND TESTING THAT WILL BE PROVIDEDDURING CONSTRUCTION. PROVIDED THAT THE CONTRACTOR FULFILLS HIS OR HERRESPONSIBILITY FOR TIMELY REQUESTS FOR THOSE SERVICES DURINGCONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL PROVIDE OBSERVATION ANDTESTING AT THE PROJECT WORK AREA OF EARTHWORK OPERATIONS, INCLUDINGTRENCHING AND PAVEMENT SUBGRADE PREPARATION, AS NECESSARY TO HAVEREASONABLE CERTAINTY THAT THE EARTHWORK IS PERFORMED IN GENERALCOMPLIANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS, AND WITHTHE REQUIREMENTS OF SAN LUIS OBISPO COUNTY CODE CHAPTER 14 (GRADINGORDINANCE No.4766).3.UPON COMPLETION OF EARTHWORK, THE GEOTECHNICAL ENGINEER SHALL, UPONREQUEST, PROVIDE A FINAL REPORT WITH RESULTS OF THEIR OBSERVATION ANDTESTING DURING EARTHWORK OPERATIONS. PROVIDED THAT THE WORK ISPERFORMED IN CONFORMANCE WITH THE GEOTECHNICAL ENGINEER'SRECOMMENDATIONS, THE REPORT WILL STATE THEIR OPINION THAT THE GRADINGWAS COMPLETED IN SUBSTANTIAL COMPLIANCE WITH THE GEOTECHNICALENGINEER'S RECOMMENDATIONS.C.CONTRACTOR'S STORM WATER POLLUTION CONTROL RESPONSIBILITIES:1.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT AND MAINTAIN POLLUTIONPREVENTION MEASURES, INCLUDING THOSE FOR EROSION AND SEDIMENT CONTROL,AS NECESSARY TO PREVENT ANY POLLUTANT AT ANY LEVEL FROM BEING CONVEYEDOFF THE CONSTRUCTION SITE AND THAT THESE MEASURES MUST CONTINUE TO BEMAINTAINED UNTIL THE REQUIRED POST-CONSTRUCTION POLLUTION PREVENTIONMEASURES ARE IN PLACE AND COMPLETELY FUNCTIONAL, INCLUDING PERMANENTLANDSCAPING.2.THE SPECIFIC MEASURES WHICH MAY BE CALLED FOR ON THE PROJECT EROSIONCONTROL PLAN CANNOT ADDRESS ALL SITE DEVELOPMENT AND STORMCHARACTERISTICS WHICH WILL EVOLVE OVER THE COURSE OF CONSTRUCTION ANDTHAT IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOT ONLY IMPLEMENT THE PLAN,BUT TO MAKE ADJUSTMENTS AND EXPANSIONS IN THE IMPLEMENTATION ASNECESSARY TO ADAPT TO THE CONTRACTOR'S CONSTRUCTION OPERATIONS ANDSCHEDULE AND TO ADDRESS EVOLVING SITE CONDITIONS AND ACTUAL WEATHERCONDITIONS.3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE EMPLOYEES ANDSUBCONTRACTORS ARE TRAINED REGARDING THESE REQUIREMENTS AND TOMAINTAIN RECORDS OF THE INSTALLATION, MODIFICATION, INSPECTION, ANDMAINTENANCE OF STORM WATER POLLUTION PREVENTION MEASURES INCLUDING,BUT NOT LIMITED TO: TRAINING, INSPECTION, MAINTENANCE LOGS; RECORDDRAWINGS SHOWING LOCATIONS, LIMITS, AND DATES OF INSTALLATION FOR VARIOUSMEASURES; DATED PHOTOGRAPHS AND FIELD SKETCHES.4.RECYCLED WATER, OR ANOTHER NON-POTABLE WATER SOURCE, SHALL BE USED FORCONSTRUCTION WATER (DUST CONTROL, SOIL COMPACTION, ETC.). AN ANNUALCONSTRUCTION WATER PERMIT IS AVAILABLE FROM THE CITY'S UTILITIESDEPARTMENT.NOTE:REMODELING OR DEMOLITION OF PRE-1978 STRUCTURES WITHOUT USING LEADSAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH AND SAFETYCODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS AREREQUIRED TO USE "LEAD-SAFE" WORK PRACTICES PURSUANT TO TITLE 17,CALIFORNIA CODE OF REGULATIONS SECTION 36050.ALL WORK, MATERIALS, METHODS, ETC. SHALL CONFORM TO ALL GOVERNINGCODES AND REGULATIONS THAT ARE CURRENTLY IN EFFECT:2019 CALIFORNIA BUILDING CODE (CBC)2019 CALIFORNIA RESIDENTIAL CODE (CRC) BASED ON 2018 IRC,2019 CALIFORNIA ELECTRICAL CODE (CEC)BASED ON 2017 NATIONAL ELECTRICAL CODE (NEC),2019 CALIFORNIA MECHANICAL CODE (CMC)BASED ON 2018 UNIFORM MECHANICAL CODE (UMC),2019 CALIFORNIA PLUMBING CODE (CPC)BASED ON 2018 UNIFORM PLUMBING CODE (UPC),2019 CALIFORNIA ENERGY CODE (CENC)2019 CALIFORNIA FIRE CODE (CFC) BASED ON 2018 IFC,2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN),2020 CITY OF SAN LUIS OBISPO CONSTRUCTION AND FIRE CODES.VICINITY MAPACASPHALTIC CONCRETEBFPBACKFLOW PREVENTORBLDG BUILDINGBCR BEGIN CURB RETURNBVC BEGIN VERTICAL CURVEBW BOTTOM OF WALLCB CATCH BASINC/L CENTERLINECMU CONCRETE MASONRY UNITCONC CONCRETEDWDRIVEWAYECR END CURB RETURNEG EXISTING GRADEEP EDGE OF PAVEMENTEVC END VERTICAL CURVEFF FINISHED FLOORFG FINISHED GRADEFH FIRE HYDRANTFL FLOW LINEFS FINISHED SURFACEGB GRADE BREAKIE INVERT ELEVATIONINV INVERTLA LANDSCAPE AREANG NATURAL GRADEPA PLANTER AREAPCC PORTLAND CEMENTCONCRETEP/L PROPERTY LINEPOC POINT OF CONNECTIONPPPOWER POLEPS PARKING STRIPEPVCPOLYVINYL CHLORIDERW RIGHT OF WAYSD STORM DRAINSG SUB-GRADE ELEVATIONSS SANITARY SEWERTC TOP OF CURB, CONCRETETF TOP OF FOOTINGTG TOP OF GRATETW TOP OF WALLUG UNDERGROUNDVCVERTICAL CURVESTANDARD ABBREVIATIONSGOVERNING BUILDING CODESSUBDIVIDER'S RESPONSIBILITIESDATEAPPROVAL BY THE CITY DOES NOT GUARANTEE ACCURACY NORCOMPLETENESS OF THESE PLANS. IT DOES AUTHORIZE THE OWNER TOBUILD THE PROJECT HEREON. IT SHALL BE THE RESPONSIBILITY OF THEOWNER AND ENGINEER OF RECORD TO CORRECT ANY DEFICIENCIESTHAT APPEAR DURING OR AFTER CONSTRUCTION. CITY SPECIFICATIONSAND ENGINEERING STANDARDS SHALL BE FOLLOWED UNLESS THEY ARESPECIFICALLY WAIVED OR MODIFIED BY NOTES ON THESE PLANS. THEENGINEER OF RECORD SHALL PROVIDE SUBMITTALS AS REQUIRED INTHE ENGINEERING STANDARDS.NOTICECOMMUNITY DEVELOPMENT DIRECTORCITY UTILITIES ENGINEERRECOMMENDED FOR APPROVAL BYOTHERELECTRIC CO.GAS CO.TELEPHONE CO.TELEVISION CO.DATEDATEDATEDATEDATEDATEDATEDATESAN LUIS OBISPOPUBLIC WORKS BY:1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT"UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OFPOWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOROR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATIONOF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.Reference Documents:City Standard Specifications: 2020 EditionCity Engineering Standards: 2020 EditionOTHERDATEgeneral notesdatumCITY OF SAN LUIS OBISPOTOPOGRAPHIC INFORMATION SHOWN HEREON COMPLIED FROM FIELD SURVEYPERFORMED BY FJS LAND CONSULTING IN SEPTEMBER 2018, SUBSURFACEIMAGERY BY C-BELOW IMAGING, INC. NOVEMBER 2018, CITY OF SLO UTILITYATLASES, GOOGLE EARTH IMAGERY, AND AS-BUILT PLANS, AND SUPPLEMENTALINFORMATION OBTAINED FROM SITE VISITS MADE IN APRIL AND OCTOBER OF 2019AND JULY AND AUGUST OF 2020, UTILITY MARKING AND TRACING IN JULY ANDAUGUST OF 2020. NO CLAIM IS MADE AS TO ITS ACCURACY AND COMPLETENESS.ALL EXISTING CONDITIONS SHOULD BE VERIFIED BY CONTRACTOR PRIOR TOCONSTRUCTION.THE BASIS OF BEARING FOR THESE PLANS IS THE CENTERLINE OF LAUREL LANE,AS SHOWN ON PARCEL MAP SLO 19-0114.BENCHMARK: CITY OF SAN LUIS OBISPO BENCH MARK NO. 71NE CORNER OF ORCUTT AND LAUREL LANEELEV = 235.60 FEET (NAVD 88 DATUM)SURVEY MONUMENT PROTECTION:PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS.DO NOT DISTURB, MOVE, OR RELOCATE MONUMENTS OR BENCHMARKS WITHOUTTHE PRIOR REVIEW AND APPROVAL BY THE AGENCY HAVING JURISDICTION OVERTHE MONUMENT OR BENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH ALICENSED SURVEYOR FOR MONUMENTS REQUIRING DISTURBANCE OR REMOVAL,AND THE SURVEYOR SHALL RESET THE MONUMENTS OR PROVIDE PERMANENTWITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THEAUTHORITY HAVING JURISDICTION, PURSUANT TO ALL APPLICABLE BUSINESS ANDPROFESSIONAL CODES.TOHWORCUTT ROADLA U R E L L A N E W O O D S I D E D R I V E DUNCAN LANE SACR A M E N T O DRIVE B E D F O R D C O U R T LE X I N G T O N C O U R T SOUTHWOOD DRIVETURK STREETCAMDEN LANESITEU.P.R.R.NO SCALENWATER/SEWER:CITY OF SAN LUIS OBISPOUTILITIES DEPARTMENT879 MORRO STSAN LUIS OBISPO, CA 93401ELECTRICITY:PG&E COMPANYVACHELL LANE, SLO (MAIN OFFICE)P.O. BOX 592SAN LUIS OBISPO, CA 93406ESTEBAN MACIASE2M6@PGE.COMNATURAL GAS:SOCAL GAS750 INDUSTRIAL WAYSAN LUIS OBISPO, CA 93401DAVID WILD(213) 231-5783DWILD@SOCALGAS.COMTELEPHONE:AT&T196 SUBURBAN ROADSAN LUIS OBISPO, CA 93401RALPH SOARES (805) 546-7315RS4375@ATT.COMCABLE TV:CHARTER COMMUNICATIONS270 BRIDGE STSAN LUIS OBISPO, CA 93401RYAN SCHWIEBERT(805) 783-4942RYAN.M.SCHWIEBERT@CHARTER.COMSHEET NUMBERSHEET TITLEC-0.1TITLE SHEETC-0.2NOTES SHEETC-1.1STREET UPGRADE PLANC-2.1UTILITY PLANC-3.1DETAIL SHEETC-4.1EROSION CONTROL PLANESTEBAN MACIASRALPH SOARESRYAN SCHWIEBERT8/28/2020*10/1/2020*8/28/2020** DATE OF UTILITY COMPANY'S LETTER APPROVING PM SLO 19-0114ANTOINE GAUTIER9/3/2020*SCOPE OF WORKADA CURB RAMP UPGRADES, SIDEWALK IMPROVEMENTS, BUS SHELTERINSTALLATION, AND STREET LIGHT INSTALLATION ON EXISTING UTILITY POLE (ALLWITHIN LAUREL LANE FRONTAGE), WATER METER AND WATER SERVICE LINERELOCATION AND INSTALLATIONS TO EXISTING BUILDINGS AND NEW GAS SERVICELINE AND GAS METER INSTALLATION (WITHIN LAUREL LANE FRONTAGE AND ONSITE). ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\TITLE SHEET.dwg, C-0.2, Jan 06, 2021 11:54am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058NOTES SHEETC-0.21.2.3.4.5.188CITY OF SAN LUIS OBISPO GENERAL NOTES:1.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THEUTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OFTHE ENGINEERING STANDARDS AND STANDARD SPECIFICATION.2.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY ORWITHIN CITY EASEMENTS FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING ANENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER,FIRE SERVICE LATERALS, CURB, GUTTER, SIDEWALK, DRIVEWAY APPROACHES, SIDEWALKUNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS,STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.3.CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7554 WITH AT LEAST A 48 HOURNOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OF FINAL INSPECTION.4.A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKSDEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.5.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OR TRENCHING GREATER THAN 5 FEET INDEPTH. A COPY OF THE ANNUAL, PROVISIONAL, OR TEMPORARY PERMIT SHALL BE PROVIDED TO THEBUILDING DIVISION PRIOR TO BUILDING, UTILITY, AND/OR GRADING PERMIT ISSUANCE IF APPLICABLE.6.ENCROACHMENT PERMITS WILL NOT BE ISSUED NOR WILL NEW WORK BE AUTHORIZED IN THE PUBLICRIGHT-OF-WAY IN THE DOWNTOWN AREA DURING THE HOLIDAY SEASON. THE HOLIDAY SEASONCOMMENCES WITH THANKSGIVING AND ENDS AFTER NEW YEARS DAY.7.METERED PARKING SPACES DISPLACED DURING CONSTRUCTION ARE LIMITED TO TWO SPACES ANDSHALL BE PAID FOR BY THE CONTRACTOR, OWNER, OR OPERATOR AT THE CURRENT RATE OF $20.00PER METER PER DAY. PARKING BAGS ARE AVAILABLE FROM THE PARKING DIVISION LOCATED AT 1260CHORRO STREET OR THE ENGINEERING DIVISION LOCATED AT 919 PALM STREET.8.A PRE-CONSTRUCTION MEETING SHALL BE COORDINATED BY THE OWNER/DEVELOPER ORCONTRACTOR AND SHALL INCLUDE PERTINENT CITY STAFF. AS A MINIMUM, THE ASSIGNED BUILDINGINSPECTOR AND PUBLIC WORKS INSPECTOR SHALL BE INCLUDED IN THIS MEETING TO DISCUSS THELIMIT OF SUBDIVISION IMPROVEMENTS AND INSPECTION RESPONSIBILITIES.9.THE PUBLIC IMPROVEMENTS SHALL BE SUBSTANTIALLY COMPLETE TO THE SATISFACTION OF THEPUBLIC WORKS DIRECTOR PRIOR TO FINAL INSPECTION APPROVALS AND/OR OCCUPANCY OF ANYBUILDING.10.ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER, SIDEWALK OR DRIVEWAY APPROACHSHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.11.THE CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF THE UTILITY DEPARTMENT SEWERABANDONMENT POLICY. THIS POLICY STATES THAT ALL SEWER LATERALS SHALL BE ABANDONED ATTHE MAIN PRIOR TO ANY DEMOLITION UNLESS THAT LATERAL IS INTENDED FOR REUSE AND IT PASSESA VIDEO INSPECTION.12.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OFTHE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTIONAND GROUND DISTURBING ACTIVITIES.13.THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST,MUD, AND CONSTRUCTION DEBRIS AT THE END OF EACH WORKING DAY.14.ALL DISTURBED SURFACE SLOPES, SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATERAND AREAS USED TO CONVEY CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TOCONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO AREQUEST FOR FINAL INSPECTION.15.TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS,PLANTINGS, AND FACILITIES ARE IN PLACE. TEMPORARY MEASURES SHALL BE REMOVED PRIOR TOFINAL INSPECTION APPROVALS.16.CONTACT THE CITY ARBORIST AT (805) 781-7023 TO REVIEW ANY PROPOSAL FOR TREE REMOVALSAND TO INITIATE AN APPLICATION FOR A TREE REMOVAL PERMIT IF APPLICABLE. CONTACT ARBORISTRON COMBS AT (805) 781-7023 TO COORDINATE A SITE INSPECTION AND TO VERIFY TREE REMOVALPERMIT APPLICATION REQUIREMENTS. THE TREE REMOVAL PERMIT SHALL BE ISSUED PRIOR TOBUILDING PERMIT ISSUANCE. OTHERWISE, THE DEMOLITION PLANS SHALL BE REVISED TO SHOW TREEPRESERVATION MEASURES.17.CONTACT THE CITY ARBORIST AT (805) 781-7023 TO REVIEW AND APPROVE ANY REQUIRED ORPROPOSED PRUNING OF DOWNTOWN STREET TREES. SAFETY PRUNING MAY BE COMPLETED BY THECITY OR BY A CITY APPROVED ARBORIST.18.CONTACT THE CITY ARBORIST AT (805) 781-7023 TO REVIEW THE PROPOSED TREE PROTECTIONMEASURES PRIOR TO COMMENCING WITH ANY DEMOLITION, GRADING, OR CONSTRUCTION. ANYSAFETY PRUNING OR THE CUTTING OF SUBSTANTIAL ROOTS SHALL BE APPROVED BY THE CITY ANDCOMPLETED BY A CITY-APPROVED ARBORIST. CONTACT THE CITY ARBORIST AT LEAST 48 HOURSPRIOR TO CONSTRUCTION IN AREAS WHERE TREE PROTECTION AND INSPECTION IS REQUIRED.19.HAND DIGGING IS REQUIRED WITHIN THE DRIPLINE OF TREES TO REMAIN; ANY EXPOSED ROOTSSHALL BE OBSERVED BY CITY ARBORIST BEFORE REMOVING. CONTACT CITY ARBORIST RON COMBSAT (805) 781-7023 BEFORE COMMENCING WITH DEMOLITION, GRADING, OR EXCAVATIONS.20.TREE REMOVALS REQUIRE A SEPARATE TREE REMOVAL PERMIT. APPLICATION LOCATED HERE:HTTP://WWW.SLOCITY.ORG/HOME/SHOWDOCUMENT?ID=468521.OWNER TO OBTAIN CONSTRUCTION WATER PERMIT FOR CONSTRUCTION OF SIPs.LOS ANGELESTRENCHING AND BACKFILL NOTES:1.ALL TRENCHING, BEDDING AND BACKFILL MATERIAL AND CONSTRUCTION, SHALL BE IN ACCORDANCEWITH THESE PLANS INCLUDING THE PIPE TRENCH DETAIL.2.TRENCH OR STRUCTURE EXCAVATION SUBGRADE SHALL BE OBSERVED BY THE GEOTECHNICALENGINEER PRIOR TO PLACEMENT OF BEDDING MATERIAL OR FORMS. WET OR UNSTABLE SOILENCOUNTERED IN THE BOTTOM OF THE EXCAVATION AND DEEMED BY THE GEOTECHNICAL ENGINEERTO BE INCAPABLE OF PROPERLY SUPPORTING THE PIPE OR STRUCTURE BEING CONSTRUCTED,SHALL BE REMOVED TO THE DEPTH RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THEEXCAVATION BACKFILLED TO THE BOTTOM OF THE PIPE OR STRUCTURE GRADE WITH SUITABLEMATERIAL RECOMMENDED BY THE GEOTECHNICAL ENGINEER.3.WATER ENCOUNTERED IN TRENCH OR STRUCTURE EXCAVATION SHALL BE REMOVED BY THECONTRACTOR TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER TO PROVIDE DRYCONDITIONS DURING CONSTRUCTION OF PIPE OR STRUCTURE.4.BEDDING AND BACKFILL MATERIAL AND COMPACTED DENSITY, SHALL BE TESTED FOR COMPLIANCEWITH APPLICABLE REQUIREMENTS BY THE GEOTECHNICAL ENGINEER.5.BEDDING AND PIPE ZONE BACKFILL MATERIAL, SHALL BE COMPACTED TO NOT LESS THAN 95% OFMAXIMUM DENSITY. TRENCH BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUMDENSITY. THE UPPER 12" BELOW THE BASE OR SUB-BASE COURSE IN PAVED AND OTHER TRAFFICAREAS AND BELOW THE CONCRETE OR SAND COURSE IN WALKWAY AREAS SHALL BE COMPACTED TONOT LESS THAN 95% OF MAXIMUM DENSITY. BACKFILL COMPACTION SHALL BE TESTED FORCOMPLIANCE WITH THESE REQUIREMENTS IN ACCORDANCE WITH ASTM D-1557, LATEST REVISION,AND REPORTED BY THE GEOTECHNICAL ENGINEER.6.CLASS I OR CLASS II (TRENCH) BACKFILL SHALL NOT BE PLACED UNTIL BEDDING AND INITIAL (PIPEZONE) BACKFILL HAVE BEEN OBSERVED, TESTED AND APPROVED.7.COMPACTION BY FLOODING OR JETTING IS NOT PERMITTED.8.CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT(S), THE PROJECT WORK AREA ANDVICINITY, AND SHALL FAMILIARIZE HIMSELF WITH THE WORK AREA CONDITIONS. CONTRACTOR SHALLMAKE HIS OWN DEDUCTIONS AND CONCLUSIONS AS TO HOW EXISTING SURFACE AND SUB-SURFACECONDITIONS WILL AFFECT OR BE AFFECTED BY HIS CONSTRUCTION OPERATIONS, INCLUDING THENATURE OF MATERIALS TO BE EXCAVATED. THE DEGREE OF DIFFICULTY ASSOCIATED WITH MAKINGAND MAINTAINING THE REQUIRED EXCAVATIONS, AND THE DEGREE OF DIFFICULTY WHICH MAY ARISEFROM SUBSURFACE CONDITIONS INCLUDING GROUNDWATER, AND SHALL ACCEPT FULLRESPONSIBILITY THEREOF.9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE INTEGRITY OF EXISTING PAVEMENTALONG AND BEHIND THE TRENCH SAWCUT LINES DURING CONSTRUCTION. IF THIS PAVEMENT ISBROKEN-OFF OR OTHERWISE DAMAGED BEFORE NEW PAVEMENT IS PLACED, CONTRACTOR SHALLSAWCUT A NEW CONFORM LINE PARALLEL WITH, FULL LENGTH OF, AND SUFFICIENT DISTANCE(1-FOOT MINIMUM) BEHIND ORIGINAL SAWCUT SO AS TO REMOVE DAMAGED PAVEMENT AND / ORIRREGULARITY ALONG THE CONFORM LINE.GENERAL GRADING NOTES:1.GRADING SHALL BE IN CONFORMANCE WITH RECOMMENDATIONS MADE BY THE GEOTECHNICALENGINEER DURING OBSERVATION AND TESTING OF SITE DEMOLITION, PREPARATION, GRADING, ANDDEVELOPMENT WORK. FOR ANY CONFLICT BETWEEN THESE PLANS AND THE RECOMMENDATIONSAND/OR SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER, THE MORE STRINGENT PROVISIONSHALL GOVERN.2.AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION (EXCEPT TREES INDICATED TOREMAIN), INCLUDING ROOTS AND ROOT STRUCTURES, OTHER ORGANIC MATERIAL, DEBRIS,NON-COMPLYING FILL, AND OTHER MATERIAL UNSUITABLE FOR SUPPORT OF FILL AND/OR PROPOSEDIMPROVEMENTS, AS RECOMMENDED BY AND UNDER THE OBSERVATION AND TESTING OF THEGEOTECHNICAL ENGINEER. CALL THE INSPECTOR FOR INITIAL INSPECTION.3.ALL UNSUITABLE SOIL MATERIALS AND RUBBISH AND DEBRIS RESULTING FROM DEMOLITION ANDGRADING OPERATIONS SHALL BE REMOVED FROM THE JOB SITE; TRANSPORTED TO A SUITABLELOCATION AND DISPOSED OF IN A PROPER AND LEGAL MANNER.4.AREAS TO RECEIVE FILL MATERIAL AND AREAS TO RECEIVE BUILDINGS, EXTERIOR SLABS, WALKWAYS,WALLS, PAVEMENT AND OTHER STRUCTURAL IMPROVEMENTS SHALL BE PREPARED ASRECOMMENDED BY AND UNDER THE OBSERVATION AND TESTING OF THE GEOTECHNICAL ENGINEER.RECOMMENDATIONS FOR OVER EXCAVATION, ADDITIONAL SCARIFICATION, BACKFILL ANDRECOMPACTION ARE CONTAINED IN THE PROJECT GEOTECHNICAL REPORT REFERENCED IN THEGENERAL NOTES ON THESE PLANS.5.PRIOR TO PLACEMENT OF FILL AND BACKFILL MATERIAL, THE PREPARED AREA SHALL BE INSPECTEDAND APPROVED BY THE INSPECTOR. THE GEOTECHNICAL ENGINEER SHALL ALSO OBSERVE THEAREAS TO BE FILLED. ALLOW A MINIMUM 48-HOUR NOTICE. FILL AND BACKFILL PLACED ON THEPREPARED AREA WITHOUT THE REQUIRED OBSERVATION SHALL BE REMOVED.6.ALL FILL MATERIAL, WHETHER EXCAVATED ON-SITE OR IMPORTED FROM OFF-SITE, SHALL BE TESTEDAND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. IMPORTED FILL MATERIALSHALL BE EQUAL TO OR BETTER IN QUALITY THAN THE ON-SITE SOILS AND SHALL CONFORM TO THERECOMMENDATION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL TESTAND APPROVE THE SOIL PROPOSED FOR IMPORT FOR STRUCTURAL FILL PRIOR TO IMPORTATION TOTHE SITE. THE LANDSCAPE ARCHITECT AND THE GEOTECHNICAL ENGINEER SHALL TEST ANDAPPROVE THE SOIL PROPOSED FOR IMPORT FOR LANDSCAPE AREA SURFACE MATERIAL PRIOR TOIMPORTATION TO THE SITE.7.CONTRACTOR SHALL REFER TO THE FOLLOWING AS APPLICABLE:-ARCHITECT'S PLANS FOR ADDITIONAL GRADING REQUIREMENTS IN BUILDING AREAS.-LANDSCAPE ARCHITECT'S PLANS FOR TREE PRESERVATION REQUIREMENTS AND FOR SUBGRADEALLOWANCES IN LANDSCAPE AREAS.-PUBLIC IMPROVEMENT PLANS FOR INTERFACING WITH PUBLIC GRADING, PAVING, STORMDRAINAGE AND UTILITY IMPROVEMENTS.8.WHERE PLANTER AREAS ARE SHOWN ON THE PLANS ADJACENT TO BUILDINGS AND ARE CONTAINEDBY WALKS / FLATWORK LESS THAN 8" BELOW BOTTOM OF SILL PLATE OR WHERE ADJACENT FINISHGRADE OUTSIDE A BUILDING IS SHOWN TO BE LESS THAN 8" BELOW BOTTOM OF SILL PLATE, IT IS THECONTRACTOR'S RESPONSIBILITY TO VERIFY THAT BUILDING PLANS CALL FOR APPROPRIATEDAMPPROOF OR WATERPROOF CONSTRUCTION AND IS CONSTRUCTED IN ACCORDANCE WITH ALLBUILDING APPLICABLE CODE REQUIREMENTS.9.PLAN ELEVATIONS SHOWN ON SOIL AND LANDSCAPED AREAS ARE FINISH GRADE (FINISH SURFACE)ELEVATIONS INTENDED TO ESTABLISH SURFACE DRAINAGE CONTROL FOR THESE AREAS. DURINGGRADING OPERATIONS, THICKNESSES (SUBGRADE ALLOWANCES) SPECIFIED BY LANDSCAPEARCHITECT FOR TURF, WOOD CHIPS, MULCH, ETC. SHALL BE SUBTRACTED FROM THESE ELEVATIONSTO ESTABLISH FINISH SUBGRADE.10.BEFORE PLACEMENT OF AGGREGATE BASE OR SUBBASE MATERIAL IN PAVEMENT AREAS, THESUBGRADE SOIL SHALL BE REVIEWED AND TESTED BY THE GEOTECHNICAL ENGINEER. DURINGPAVING OPERATIONS, STRUCTURAL SECTION COMPACTION SHALL BE OBSERVED AND TESTED BY THEGEOTECHNICAL ENGINEER.11.QUALITY REVIEW AND REPORTING REQUIREMENTS.A.GRADING AND IMPROVEMENTS FOUND NOT IN CONFORMANCE WITH APPROVED PLANS AND DESIGNINTENT SHALL BE CORRECTED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. ADDITIONALSURVEYING TO CONFIRM ELEVATIONS AFTER CORRECTIVE MEASURES SHALL ALSO BE ATCONTRACTOR'S EXPENSE.REQUIREMENTS FOR VARIOUS SURFACING CONDITIONS ARE AS FOLLOWS:-DIRT: NOT LESS THAN 2% (1/4" PER FOOT) SLOPE IN DIRECTION OF SURFACE DRAINAGE AND 0.10FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION-A.C. PAVEMENT: NOT LESS THAN 1% (1/8 INCH PER FOOT) SLOPE IN DIRECTION OF SURFACEDRAINAGE AND 0.04 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION-CONCRETE: NOT LESS THAN 0.5% (1/16 INCH PER FOOT) SLOPE IN DIRECTION OF SURFACEDRAINAGE AND 0.02 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATIONUNLESS NOTED OTHERWISE ON PLANS.DEMOLITION NOTES:1.THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURESSHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS PROVIDED. THE CIVILENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES, NOR FOR UTILITY ORIRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLEFOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO WORK OR POTHOLE TO DETERMINE THE EXACTLOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO OR PROTECTION OF ALL EXISTINGUTILITY LINES.2.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE ANDDISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS NOTED OTHERWISE. ANYHAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY LOCALAND/OR STATE LAWS AT NO COST TO THE OWNER.3.THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPEIMPROVEMENTS, UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BYTHESE PLANS.4.ALL JOIN LINES SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUTEDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RE-CUT PRIOR TOJOINING.5.ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTSINCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES, APPURTENANCES, TREES,SIGNS, STRUCTURES, ETC. SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR AT NO COST TOTHE OWNER, UNLESS NOTED OTHERWISE HEREIN, OR AS DIRECTED BY THE CONSTRUCTIONMANAGER.6.THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGES CAUSED BY HISOPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT AND REPLACED ATNO COST TO THE OWNER. ANY EXISTING PAVING IDENTIFIED AS POTENTIALLY NEEDING TO BEREPLACED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TOTHE COMMENCEMENT OF WORK.7.THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBINGOPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSPORTATION AND DISPOSALOF ALL REMOVED MATERIALS, AND ALL ASSOCIATED COSTS.GENERAL NOTES:1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO AND THECURRENT EDITION OF THE CALIFORNIA BUILDING CODE.2.IN THE EVENT OF A CONFLICT BETWEEN ANY REFERENCED STANDARD, THE MORE STRINGENTREQUIREMENT SHALL GOVERN.3.STORMWATER POLLUTION PREVENTION REQUIREMENTS PER CITY OF SAN LUIS OBISPO AND SWRCB.4.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS INPROGRESS.5.BEFORE BEGINNING WORK, CONTRACTOR SHALL CONFIRM WITH AGENCIES HAVING JURISDICTIONTHAT ALL REQUIRED PERMITS AND LICENSES HAVE BEEN OBTAINED AND ALL REQUIRED NOTICESGIVEN.6.UNDERGROUND AND OVERHEAD CONSTRUCTION IN ADDITION TO WHAT IS SHOWN ON THESE PLANSMAY BE PART OF THIS PROJECT, INCLUDING ARCHITECTURAL AND LANDSCAPE ARCHITECTURALIMPROVEMENTS. ADDITIONAL PERMITS MAY BE REQUIRED.A.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK AND INTERFACINGIMPROVEMENTS WITH WORK BY OTHER CONTRACTORS AT THIS JOB SITE AND WITH IMPROVEMENTSREQUIRED BY PLANS BY OTHERS.B.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR BUILDING AND SITE LAYOUTDIMENSIONING.C.CONTRACTOR SHALL REFER TO ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANS ANDSPECIFICATIONS FOR SITE DEVELOPMENT CONSTRUCTION DETAILS AND DIMENSIONING, INCLUDINGTHOSE FOR BUILDINGS, PATIOS, WALKWAYS, DRIVEWAYS, WALLS/FENCES, PLUMBING, ELECTRICAL,UTILITIES, LANDSCAPING, AND IRRIGATION.7.ALL SITE WORK AND TESTING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONSCONTAINED IN THE FOLLOWING GEOTECHNICAL ENGINEERING REPORT FOR THIS PROJECT:A.PREPARED BY: EARTH SYSTEMS PACIFIC, FILE NUMBER: SL-17242-SB, DATE: MARCH 31, 2015.B.THIS REPORT AND ANY ADDENDA SHALL BE INCORPORATED INTO THESE PLANS AND MADE A PARTHEREOF AS IF SPELLED OUT IN THEIR ENTIRETY HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITYTO REVIEW THE APPLICABLE GEOTECHNICAL REPORTS. CONTRACTOR SHALL CONTACT THEGEOTECHNICAL ENGINEER TO OBTAIN OR REVIEW COPIES OF THESE REPORTS AND ADDENDA.C.PRIOR TO BIDDING, CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER TO DETERMINETHE LOCATION AND DEPTH OF ALL TEST BORINGS AND EXPLORATORY PITS AND EXCAVATIONS.CONTRACTOR SHALL DETERMINE FROM THE GEOTECHNICAL ENGINEER WHAT REMEDIAL WORK ISRECOMMENDED TO MAKE THESE DISTURBED LOCATIONS SUITABLE FOR THE PROPOSEDIMPROVEMENTS. CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS FOR THE RECOMMENDEDREMEDIAL WORK AND SHALL ADJUST HIS OPERATIONS TO PROPERLY SEQUENCE THE WORK TOACCOMMODATE REMEDIAL WORK WITH CONSTRUCTION OF PROPOSED IMPROVEMENTS.8.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE HEALTH ANDSAFETY LAWS, ORDINANCES, REGULATIONS, RULES, AND STANDARDS INCLUDING ALL REQUIREMENTSOF CAL-OSHA AND OSHA.9.ALL UNSUITABLE CONSTRUCTION MATERIALS AND RUBBISH AND DEBRIS SHALL BE REMOVED FROMTHE JOB SITE; TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN A PROPER AND LEGALMANNER.10.ALL WORK INVOLVING EXCAVATION, INCLUDING THAT FOR WATER, SEWER, STORM DRAIN AND UTILITYCONDUITS AND ALL SERVICE CONNECTIONS AND METER BOXES (NOT PERMITTED IN DRIVEWAYS)SHALL BE COMPLETED AND OBSERVED AND APPROVED BY THE AGENCY HAVING JURISDICTION ANDTHE STRUCTURAL BACKFILL OBSERVED AND TESTED FOR COMPACTION AND APPROVED BY THEGEOTECHNICAL ENGINEER BEFORE AGGREGATE BASE, PAVING AND OTHER PERMANENT SURFACECONSTRUCTION MAY COMMENCE.11.BEFORE COMMENCING EXCAVATION, CONTRACTOR SHALL CONTACT PUBLIC WORKS AND UTILITYCOMPANIES OR OTHER OWNERS OF SUBSURFACE FACILITIES WITHIN THE WORK SITE AND SHALLVERIFY WHETHER OR NOT A REPRESENTATIVE WILL BE PRESENT BEFORE AND/OR DURINGEXCAVATION, AND SHALL DETERMINE SITE SPECIFIC REQUIREMENTS FOR EXCAVATION.12.CONTRACTOR SHALL NOTIFY PUBLIC WORKS, BUILDING AND SAFETY, UTILITY COMPANIES,GEOTECHNICAL ENGINEER, AND ENGINEER OF RECORD, AT LEAST 48 HOURS BEFORE START OF ANYCONSTRUCTION AND OF THE TIME AND LOCATION OF PRE-CONSTRUCTION CONFERENCE, AND SHALLDETERMINE FROM EACH PARTY THEIR SCOPE OF WORK TO BE OBSERVED AND BY WHOM, AND SCOPEOF TESTING. DURING THE COURSE OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR CALLINGFOR OBSERVATION AND TESTING AS STIPULATED PURSUANT TO ABOVE DETERMINATIONS. WORK NOTOBSERVED AND TESTED WILL BE SUBJECT TO REJECTION.13.CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN SUCH SHEETING, SHORING, BRACING, AND/OROTHER PROTECTION AS IS NECESSARY TO PREVENT FAILURE OF TEMPORARY EXCAVATIONS ANDEMBANKMENTS AND TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS, TEMPORARYIMPROVEMENTS, AND PARTIALLY COMPLETED PORTIONS OF THE WORK. CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR THE SUFFICIENCY OF SUCH SUPPORTS AND/OR OTHER PROTECTION PERALL REQUIREMENTS OF CAL-OSHA AND OSHA.14.CONTRACTOR SHALL PROMPTLY NOTIFY ENGINEER OF RECORD AND AUTHORITY HAVINGJURISDICTION BY TELEPHONE AND IN WRITING UPON DISCOVERY OF, AND BEFORE DISTURBING ANYPHYSICAL CONDITIONS DIFFERING FROM THOSE REPRESENTED BY APPROVED PLANS ANDSPECIFICATIONS.15.CONTRACTOR SHALL MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALL CHANGES OFCONSTRUCTION FROM THAT SHOWN ON THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OFPROVIDING A BASIS FOR CONSTRUCTION OF RECORD DRAWINGS. NO CHANGES SHALL BE MADEWITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER OF RECORD AND AUTHORITY HAVINGJURISDICTION. UPON COMPLETION OF THE PROJECT, CONTRACTOR SHALL DELIVER THIS RECORD OFALL CONSTRUCTION CHANGES TO ENGINEER ALONG WITH A LETTER WHICH DECLARES THAT, OTHERTHAN THESE NOTED CHANGES, "THE PROJECT WAS CONSTRUCTED IN CONFORMANCE WITH THEAPPROVED PLANS AND SPECIFICATIONS."WARNING: ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BEAPPROVED IN WRITING BY PREPARER.16.CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITYFOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDINGSAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREESTO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ALL LIABILITY ANDCLAIMS, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECTAND ACCEPTS LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONALS.17.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROLAND SAFETY AND SHALL FURNISH, INSTALL, AND MAINTAIN SUCH FENCING, SIGNS, LIGHTS, TRENCHPLATES, BARRICADES, AND/OR OTHER PROTECTION AS IS NECESSARY FOR SAID CONTROL ANDSAFETY.18.CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OFPUBLIC AND PRIVATE PROPERTY AT OR IN THE VICINITY OF THE JOB SITE AND FURTHER AGREES TO,AT CONTRACTOR'S EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION, ALL EXISTINGIMPROVEMENTS WITHIN OR IN THE VICINITY OF THE JOB SITE WHICH ARE NOT DESIGNATED FORREMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF CONTRACTOR'S OPERATIONS.USE OF PLANS:THIS DRAWING IS PROVIDED IN AN ELECTRONIC FORMAT AS A COURTESY, IF REQUESTED BY THE USER.THE DELIVERY OF THE ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF OUR PROFESSIONALWORK PRODUCT. THE SIGNED HARD COPY PREPARED FOR THE PROJECT CONSTITUTES OURPROFESSIONAL WORK PRODUCT AND THE HARD COPY MUST BE REFERRED TO FOR THE CORRECTDESIGN INFORMATION. THESE PLANS HAVE BEEN PREPARED SOLELY FOR USE FOR THE PROJECT SCOPEAND SITE SPECIFICALLY IDENTIFIED HEREON AT THE TIME THESE PLANS ARE SIGNED. THE ENGINEERPREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, USE OF ANY PART OF THESEPLANS, INCLUDING ANY NOTE OR DETAIL, FOR ANY UNAPPROVED OR REVISED PROJECT SCOPE, OR FORANY OTHER PROJECT AT THIS OR ANY OTHER SITE. USER AGREES TO INDEMNIFY AND HOLD HARMLESSASHLEY & VANCE FOR ALL COSTS AND DAMAGES IF USED.USE OF ELECTRONIC INFORMATION:ELECTRONIC INFORMATION MAY BE PROVIDED BY THE ENGINEER FOR CONVENIENCE; UNDER NOCIRCUMSTANCES SHALL DELIVERY OF ELECTRONIC FILES FOR USE BY OTHERS BE DEEMED A SALE BYTHE ENGINEER AND THE ENGINEER MAKES NO WARRANTIES, EITHER EXPRESS OR IMPLIED, OFMERCHANTABILITY AND FITNESS FOR ANY PARTICULAR PURPOSE. IN NO EVENT SHALL THE ENGINEER BELIABLE FOR INDIRECT OR CONSEQUENTIAL DAMAGES AS A RESULT OF THE USE OR REUSE OF THEELECTRONIC FILES BY OTHERS.ELECTRONIC INFORMATION IS INTENDED TO PROVIDE INFORMATION SUPPLEMENTAL AND SUBORDINATETO THE CONSTRUCTION CONTRACT DOCUMENTS. LAYOUT AND CONSTRUCTION OF PROJECT ELEMENTSSHALL BE BASED ON DIMENSIONS AND INFORMATION INCLUDED ON THE SIGNED AND SEALEDCONSTRUCTION CONTRACT DOCUMENTS WHICH SHALL CONTROL OVER ELECTRONIC INFORMATION.USER IS RESPONSIBLE FOR CONFIRMING LOCATION OF PROPOSED IMPROVEMENTS BASED ONDIMENSIONS AND INFORMATION INCLUDED ON THE CONSTRUCTION CONTRACT DOCUMENTS;INCONSISTENCIES BETWEEN THE ELECTRONIC INFORMATION AND THE CONSTRUCTION CONTRACTDOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TOCONSTRUCTION.PROJECT ELEMENTS SUCH AS MANHOLES, CATCH BASINS, UTILITY VAULTS, VALVE ASSEMBLIES, STAIRS,RAMPS, WALLS, ETC. ARE SHOWN SCHEMATICALLY IN THE ELECTRONIC INFORMATION ANDCONSTRUCTION OF THESE ELEMENTS SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION NOTES ANDDETAILS PRESENTED OR REFERENCED IN THE SIGNED AND SEALED CONSTRUCTION CONTACTDOCUMENTS. IMPROVEMENTS CONSTRUCTED BASED ON ELECTRONIC INFORMATION AND IN CONFLICTWITH THE DRAWING DIMENSIONS DETAILS, AND THE CONSTRUCTION CONTRACT DOCUMENTS SHALL BEREMOVED AND CONSTRUCTED IN THE PROPER LOCATION AND DIMENSIONS AT CONTRACTOR'S SOLEEXPENSE.DIGITAL DRAWINGS ARE TYPICALLY A COMPILATION OF DRAWINGS FROM A NUMBER OF SOURCES AND, ASSUCH, THERE IS INFORMATION IN THE ELECTRONIC FILE ISSUED BY THE ENGINEER THAT WAS NOTDEVELOPED BY THE ENGINEER AND IS NOT AUTHORIZED BY THE ENGINEER FOR USE BY OTHERS.ELECTRONIC INFORMATION PROVIDED BY THE ENGINEER SHALL ONLY BE APPLICABLE FORIMPROVEMENTS DESIGNED BY THE ENGINEER AND WHICH ARE SPECIFICALLY DESIGNATED BYCONSTRUCTION NOTES AND/OR DETAILS ON THE SIGNED AND SEALED CONTRACT DOCUMENTS.IF DIGITAL FILES ARE OBTAINED WITH THE INTENT TO USE THEM FOR PROJECT STAKING, THEY SHALLONLY BE USED BY A QUALIFIED ENGINEER OR LAND SURVEYOR REGISTERED IN THE STATE OFCALIFORNIA. DIGITAL INFORMATION SHALL ONLY BE USED FOR STAKING HORIZONTAL LOCATION OFPROPOSED IMPROVEMENTS AFTER IT HAS BEEN CONFIRMED WITH THE SIGNED AND SEALEDCONSTRUCTION CONTRACT DOCUMENTS.THE DIGITAL DRAWINGS ARE NOT INTENDED TO BE USED DIRECTLY FOR CONTROL OF CONTRACTOR'SGRADING OPERATIONS WITHOUT STAKING BY ENGINEER OR LAND SURVEYOR. THE INTERSECTION OFPROPOSED CUT AND FILL SLOPES WITH EXISTING GRADE IS APPROXIMATE WHERE SHOWN ON THEDRAWINGS AND SHALL BE CONFIRMED BY FIELD STAKING. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONSTRUCT SLOPES IN CONFORMANCE WITH THE SPECIFIED AND DETAILED REQUIREMENTS CONTAINEDIN THE CONTRACT DOCUMENTS. W E 2 6 0 W26 0 2 5 2253254255256257258259261262263264265E(E) 6' +/- SIDEWALK(E) 6' +/- SIDEWALK N 32°42'29" E40.00' 40.00' 117.77' 292.36' N 32°42'29" E 490.13'S 57°18'18" E 314.02' S 57°18'18" E 347.67' S 57°16'14" E 303.15' S 57°16'14" E 337.08'S 57°12'41" E 1114.50'(E) FH(E) 8" CURB &18" GUTTER(E) FH(E) ADA SIGN(E) JPC/LW26 0261262 E (3.2%)(3.0%)(7.8%) (9.2%) (7.6%) (0.2%)(4.0%)(2.9%)264265(2.6%)(7.4%)ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\GRADING SHEET.dwg, C-1.1, Jan 06, 2021 11:54am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:N0202040HORIZONTAL SCALE: 1" = 20' SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058STREET UPGRADEPLANC-1.11.2.3.4.5.188GENERAL NOTES:ALL DEMOLITION AND GRADING SHALL BE IN COMPLIANCE WITH THERECOMMENDATIONS CONTAINED IN THE SOILS REPORT PREPARED BY EARTHSYSTEMS PACIFIC, DATED JANUARY 11, 2019, AND ALL ADDENDA TO THEREPORT SHALL BE CONSIDERED PART OF THESE PLANS. CONTRACTOR SHALLCONTACT SOILS ENGINEER PRIOR TO START OF DEMOLITION WORK.CONTACT: KEITH P. ASKEWCONSTRUCTION NOTES:REMOVE EXISTING CROSS GUTTER AND CONSTRUCT CONCRETE SPANDREL CROSS GUTTER PERCITY STANDARD DETAIL 4310.CONSTRUCT CURB RAMP PER CITY STANDARD DETAIL 4440 AND CALTRANS RSP A88A, DETAIL B,CASE G.CONSTRUCT 6' ATTACHED SIDEWALK PER CITY STANDARD DETAIL 4110 AND 4910.INSTALL DETECTABLE WARNING SURFACE PER CALTRANS STANDARD RSP A88AREMOVE AND REPLACE EXISTING CONCRETE CURB AND GUTTER WITH 8" CONCRETE CURB AND18" GUTTER PER CITY STANDARD DETAIL 4030, MATCH EXISTING FLOWLINE.CONSTRUCT CURB RAMP PER CITY STANDARD DETAIL 4440 AND CALTRANS RSP A88B, CASE CM.INSTALL 13' TRANSIT SHELTER "TOLAR MODEL 5725-00", WITH SOLAR SECURITY LIGHTING "MODEL3360010/15902-100-TOLAR USC RMS60F", AND 8' PERFORATED METAL BENCH "MODEL 12104-111"AND 20 GAL. POLE MOUNTED METAL TRASH RECEPTACLE "MODEL 1578-01" OR APPROVEDEQUALS, PER MANUFACTURER'S RECOMMENDATIONS.CONSTRUCT 6" CONCRETE CURB PER CITY STANDARD 4030.PROTECT (E) LANDSCAPING AND REPAIR AS NECESSARY AROUND NEW CONCRETE WORK.123456789LAUREL LANE43'(E) SIGNSCAMDEN LANE LAUREL LANEN 38'(E) SSMH(E) SSMH43' 81'223(E) JP(E) JP(E) 6' +/- SIDEWALK1PARCEL 2PARCEL 1 PARCEL 3 PARCEL 4 CAMDENLANE 30'15'15'PL (TYP.)PL (TYP.)NDETAIL 21" = 5'DETAIL 11" = 5'SEE DETAIL 14415' PUE PER PMSLO 19-011410' STREET TREEEASEMENT PER PMSLO 19-01142475' x 8' MOBILIITY DEVICELANDING AREA PER ADAREQUIREMENTS(E) BUS STOP BENCHTO BE REMOVED(E) BUS STOPSIGN TO REMAINMAX1.5%8MAX 2.0%335SEE DETAIL 2C/LC/LC/L10+33.46 3.7' R(265.5) ESMATCH (E)10+28.46 3.7' R(265.5) ESMATCH (E)10+33.46 29.5' R(263.9) ESMATCH (E)10+32.35 32.8' R(264.1) TC(263.4) FLMATCH (E)10+8.57 29.6' R(264.4) ESMATCH (E)10+8.57 47.5' R(264.7) ESMATCH (E)10+10.09 47.5' R(264.6) ESMATCH (E)11+20.31 42.4' R261.53 FS11+23.31 39.3' R261.47 FS11+26.20 42.3' R261.42 FS/TCMA X 1 . 5%MA X 7 . 5%8553.0%1.9%3.1%MAX1.5%MAX7.5%10+8.57 33.1' R(264.2) FLMATCH (E)10+8.57 35.6' R(264.3) ESMATCH (E)MAX 2.0%(E) SIGNTO REMAIN(E) ELECTRIC BOX3.0%10+32.35 38.8' R(264.2) ESMATCH (E)TRAFFIC/BIKE LANESTRIPING (TYP.)PED EASEMENT PERPM SLO 19-0114PED EASEMENT PERPM SLO 19-011411+77.35 27.6' R11+77.35 29.0' RMATCH (E)11+88.62 29.2' R(259.1) ESMATCH (E)10+90.11 27.7' R(262.2) ESMATCH (E)10+90.11 38.5' R(262.5) ESMATCH (E)10+90.11 31.2' R(261.9) ESMATCH (E)SMH11+36.46 37.7' R(260.8) ESMATCH (E)11+58.84 37.6' R(259.9) ESMATCH (E)11+36.20 45.2' R(261.0) ESMATCH (E)11+88.62 38.7' R(259.7) ESMATCH (E)11+88.62 32.7' R(259.6)TC(258.9)FLMATCH (E)10+14.36 37.1' R264.55 TC264.05 FS10+18.35 34.3' R264.00 FS/TC10+22.29 40.4' R264.35 FS/TC10+23.89 32.8' R264.30 TC263.63 FL11+59.00 45.0' R(260.1) ESMATCH (E)11+32.70 45.1' R(261.5) TC(261.0) ESMATCH (E)11+62.53 44.9' R(260.4) TC(259.9) ESMATCH (E)10+90.11 32.7' R(263.1) TC(262.4) ESMATCH (E)(E)EMPTYMETER BOX1.5% 1.5% 1.5%JP, SEESHEET C-2.193.6%10+23.89 36.6' R264.33 FS10+29.26 38.8' R264.28 FS10+27.67 42.6' R264.30 FS10+90.11 42.4' R262.60 FS11+23.46 45.5' R261.50 FS11+34.53 35.7' R260.88 FS11+29.08 29.7' R260.70 FS11+66.37 29.6' R259.57 FS11+20.69 32.7' R261.48 TC260.81 FL11+7.58 41.2' R261.86 FS11+12.59 41.2' R261.82 FS11+7.58 32.7' R261.87 TC261.20 FL11+74.68 31.1' R259.50 FS11+12.59 32.7' R261.79 TC261.06 FL11+27.76 35.0' R260.90 FS11+30.65 38.0' R261.46 TC260.96 FS11+74.68 32.6' R260.04 TC259.37 FL11+74.94 42.1' R260.18 FS11+72.08 39.2' R260.15 FS11+67.58 34.9' R259.67 FS11+64.66 37.8' R259.75 FS11+69.06 42.2' R260.21 TC/FS11+71.67 45.3' R260.25 FS11+78.34 38.7' R260.00 FS11+62.41 32.6' R259.65 FL11+34.07 32.7' R260.64 FL10+0010+2511+0011+2511+5011+75WM, SEESHEET C-2.1888810+8.57 27.6' R(264.4) ESMATCH (E)10+28.45 27.6' R(264.4) ESMATCH (E)6'4.2' 4.5' 9.6' 4 . 4 '4'6'994.2'4 . 2 '10+0010+2510+5010+7511+0011+2511+5011+7512+0012+2515' X X X X X X X X X XX8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8''SS-PVCXXXA8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W15''SS-VCP15''SS-VCP15''SS-VCP15''SS-VCP15''SS-VCP15''SS-VCP15''SS-VCP15''SS-VCP 6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP6''SS-VCP8''SS-PVC8''SS-PVC8''SS-PVC8''SS-PVC8''SS-PVC8''SS-PVC8''SS-PVC8''SS-PVC8''SS-PVC8''SS-PVCWWWWWWWWWWWWW W W W WWWWWWWWWWWWWWW4'' W4'' WW W W8'' WW WW SSSSSSSSSSSSSSSSOH W OH W OH W OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWSTO R M D R AI N I N L E T: 2 4 6. 6 5 OHWOHWE E TTTT 250 260 260 250250EE EEWGGGGGGGGG 26 0 2 5 2253254255256257258259261262263264WWWWWWWWWW W W W W W W W W W W W W W W WGGT TVTVTVTVTVTVTVTVTVTV T V FO FO FO FO FO GGGGGGGGGGGG265EWWW WWW7001252.25chk x se wlkGGGWWWWWWW WW WWWWWWWWW117.70'N57°12'35"W 510.00'N57°16'14"W337.11' N57°16'14"W 303.17'40.00'292.39'N34°33'26"E292.76'N48°53'54"E104.78'312.64'35.13'N32°42'29"EN57°17'31"W 143.67'N47°44'14"E70.67'N57°12'35"W 70.00'N32°42'29"E490.09'N57°20'05"W 347.77' N57°18'36"W 313.93'40.00'N32°39'35"E408.48'ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\UTILITY SHEET.dwg, C-2.1, Jan 06, 2021 11:54am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:DIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT0202040HORIZONTAL SCALE: 1" = 20' SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058UTILITY PLANC-2.11.2.3.4.5.188(E) FH10' SEWEREASEMENTPER 860 O.R.137(E)EMPTY WATER METER BOX(E) WM FORPROPERTYTO SW(E) JP(E) JP(E) JP(E) SSMH(E) SSMH(E) WV(E) WV(E) WV(E) WV(E) WV(E) 2" IRR. METER IN VAULTTO REMAIN(E) 1" WM INVAULT TO BERELOCATED TO(E) METER BOXFOR PARCEL 1,VAULT TO BEABANDONEDPER CITY(E) 2" PLASTIC GAS LINE TOREMAIN IN GAS EASEMENT ASSHOWN ON PM SLO 19-0114CONSTRUCTION NOTES:DEVELOPER TO CONTRACT WITH PG&E TO INSTALL A STREETLIGHT ARM AND TYPE 2 LEDLUMINAIRE, PER CITY STANDARD DETAIL 7910, ON (E) WOOD JOINT UTILITY POLE.DEVELOPER TO CONTRACT WITH THE GAS CO. TO INSTALL 1-1/4" GAS LINE FROM (E) 2" GASLINE TO NEW METER AT (E) BUILDING, AND ABANDON (E) GAS SERVICE LINE PER GAS COREQUIREMENTS. NOTE: GAS EASEMENT PER SEPARATE DOCUMENT TO BE RECORDED WITHPM SLO 19-0114.RELOCATE (E) 1" METER TO (E) EMPTY METER BOX PER CITY STANDARD DETAIL 6210 AND 6220INSTALL NEW 1" METER (BY OTHERS) IN NEW METER BOX FOR EXISTING BUILDING ON PARCEL 2PER CITY STANDARD DETAIL 6210 AND 6220.INSTALL 2" WATER SERVICE WITHIN PARCEL 1 BOUNDARY FROM METER AND TIE INTO (E)DOMESTIC WATER LINE SERVING (E) BUILDINGS PER CITY STANDARD DETAIL 6110, 6210, AND6220. MAINTAIN MIN. 5' SEPARATION FROM PROPERTY LINE, MIN. 2' SEPARATION FROM (E) FIREWATER LINE.E1G1W1W2W3W2W3(E) SMHW115' PUE PER PMSLO 19-0114CAMDEN LANE 30'15'15'LAUREL LANE(E) 8" FIRE WATERLINE(E) FHPM SLO 19-0114BOUNDARYN (E) 8" WATER MAINE110' STREET TREEEASEMENT PER PMSLO 19-0114PARCEL 21160 LAUREL LANEPARCEL 3(VACANT)PARCEL 4(VACANT)G1PARCEL 11150 LAUREL LANE(WAREHOUSE)W3W3W3W3(E) GASVALVE& (P)METER(E) 1-1/4"GAS FROMWAREHOUSETO BE TOBE ABAND.(E) 2" DOMESTICWATER SERVICELINE TO BE ABAND.(E) BLDG.(E) 8" FIREWATER LINE(E) 2" WATER SERVICE TO (E)WAREHOUSE TO BE ABAND.,POTHOLE & VERIFY (E)WATERLINE LOCATION ANDPOC(s) TO BUILDING PROPERTY LINEPER PM SLO19-011443' 43'(E) CONC WALK(E) CONC WALK(E) 8" SEWER MAIN(E) 6" SEWER MAIN(E) 2" WATERSERVICE TO (E)WAREHOUSE,TO BE ABAND.(E) 2" PLASTIC GAS LINETO (E) WAREHOUSE TOREMAININSTALL TEEPM SLO 19-0114BOUNDARY3'(E) 4" SEWERLATERALTO REMAIN(E) 15" PUBLICSEWER MAIN(E) TRASHENCLOSURE(E) UGELEC.(E)UNDERGROUNDELEC.(E) CURB, GUTTER & SIDEWALK(E) 8" FIRE WATER LINECOMM. EASEMENTPER 2000-048696 &2002-031852PM SLO19-0114BOUNDARYPM SLO19-0114BOUNDARYW3(E) WATERSHUT-OFFVALVE(E) WATERLINE TOWAREHOUSE TO REMAIN5'10' GAS EASEMENTPER INST# 2020-059399 ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\DETAIL SHEET.dwg, C-3.1, Jan 06, 2021 11:55am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058DETAIL SHEETC-3.11.2.3.4.5.188 G WWWWXXXXXXXXXXXX X X X X X XXX X X X X X X XXXXXXXX A16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W16'' W12'' W12'' WS8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W 8'' W 8'' W WW SDSDSDSDSDSDSDSDSDW10''SS-CIP 10''SS-CIP 10''SS-CIP 7.5%1.1%8.2%1.4%8.0%1.1%1.4% 1.6%2.4% 2.0% 3. 5%STORM DRA IN INLET : 24 6 . 65 INVERT : 24 0 . 25 DROP INLET : 245 .3 6 INVERT : 242 .9 1SDSDSDSDSDSDSD COW 250240240240 250250250260260250250250240250240 WGG 260252253 254 255 256 257 258259 261 262263264265X ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\EROSION SHEET.dwg, C-4.1, Jan 06, 2021 11:55am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:NDIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT0101020HORIZONTAL SCALE: 1" = 10' SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058EROSION CONTROLPLANC-4.11.2.3.4.5.188SE-4CAMDEN LANELAUREL LANEPL (TYP.)PL (TYP.)PL (TYP.)PL (TYP.)PARCEL 2PARCEL 1PARCEL 3PARCEL 4TYP.EROSION CONTROL NOTES:1.EROSION CONTROL MEASURES FOR WIND, WATER, MATERIAL STOCKPILES, ANDTRACKING SHALL BE IMPLEMENTED ON ALL PROJECTS AT ALL TIMES AND SHALLINCLUDE SOURCE CONTROL, INCLUDING PROTECTION OF STOCKPILES, PROTECTION OFSLOPES, PROTECTION OF ALL DISTURBED AREAS, PROTECTION OF ACCESSES, ANDPERIMETER CONTAINMENT MEASURES. EROSION CONTROL SHALL BE PLACED PRIOR TOTHE COMMENCEMENT OF GRADING AND SITE DISTURBANCE ACTIVITIES UNLESS THEPUBLIC WORKS DEPARTMENT DETERMINES TEMPORARY MEASURES TO BEUNNECESSARY BASED UPON LOCATION, SITE CHARACTERISTICS OR TIME OF YEAR. THEINTENT OF EROSION CONTROL MEASURES SHALL BE TO KEEP ALL GENERATEDSEDIMENTS FROM ENTERING A SWALE, DRAINAGE WAY, WATERCOURSE, ATMOSPHERE,OR MIGRATE ONTO ADJACENT PROPERTIES OR ONTO THE PUBLIC RIGHT-OF-WAY.2.SITE INSPECTIONS AND APPROPRIATE MAINTENANCE OF ALL EROSION CONTROLMEASURES/DEVICES SHALL BE CONDUCTED AND DOCUMENTED AT ALL TIMES DURINGCONSTRUCTION AND ESPECIALLY PRIOR TO, DURING, AND AFTER RAIN EVENTS.3.THE OWNER, OR OWNER'S REPRESENTATIVE, SHALL BE RESPONSIBLE FOR THEPLACEMENT AND MAINTENANCE OF ALL EROSION CONTROL MEASURES/DEVICES ASSPECIFIED BY THE APPROVED PLAN UNTIL SUCH TIME THAT THE PROJECT IS ACCEPTEDAS COMPLETE BY THE AUTHORITY HAVING JURISDICTION OR UNTIL RELEASED FROM THECONDITIONS OF APPROVAL OF THEIR GENERAL PERMIT. EROSION CONTROLMEASURES/DEVICES MAY BE RELOCATED, DELETED OR ADDITIONAL MEASURES/DEVICESMAY BE REQUIRED DEPENDING ON THE ACTUAL CONDITIONS ENCOUNTERED DURINGCONSTRUCTION. CONTRACTOR TO IMPLEMENT ADDITIONAL EROSION AND SEDIMENTCONTROL MEASURES AT THEIR DISCRETION OVER THE LIFE OF THE PROJECT TOPREVENT THE RUNOFF OF SEDIMENT AND POLLUTANTS FROM THE PROJECT SITE.ADDITIONAL EROSION CONTROL MEASURES/DEVICES SHALL BE PLACED AT THEDISCRETION OF THE, ENGINEER OF WORK OR INSPECTOR. GUIDELINES FORDETERMINING APPROPRIATE EROSION CONTROL DEVICES SHALL BE INCLUDED IN THEPLANS WITH ADDITIONAL MEASURES/DEVICES NOTED FROM THE APPENDIX OF THEPUBLIC IMPROVEMENT STANDARDS.4.WET WEATHER EROSION CONTROL MEASURES/DEVICES SHALL BE AVAILABLE,INSTALLED, AND/OR APPLIED BETWEEN OCTOBER 15 AND APRIL 15 OR ANYTIME WHENTHE RAIN PROBABILITY EXCEEDS 30%5.THE CONTRACTOR, DEVELOPER, AND ENGINEER OF WORK SHALL BE RESPONSIBLE TOREVIEW THE PROJECT SITE PRIOR TO OCTOBER 15 (RAINY SEASON) AND TOCOORDINATE AN IMPLEMENTATION PLAN FOR WET WEATHER EROSION CONTROLDEVICES. A LOCALLY BASED STANDBY CREW FOR EMERGENCY WORK SHALL BEAVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15).NECESSARY MATERIALS SHALL BE AVAILABLE AND STOCK PILED AT CONVENIENTLOCATIONS TO FACILITATE RAPID CONSTRUCTION OR MAINTENANCE OF TEMPORARYDEVICES WHEN RAIN IS IMMINENT.6.IN THE EVENT OF A FAILURE, THE DEVELOPER AND/OR HIS REPRESENTATIVE SHALL BERESPONSIBLE FOR CLEANUP AND ALL ASSOCIATED COSTS OR DAMAGE. IN THE EVENTTHAT DAMAGE OCCURS WITHIN THE RIGHT-OF-WAY AND THE CITY IS REQUIRED TOPERFORM CLEANUP, THE OWNER SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALLASSOCIATED COSTS OR DAMAGE.7.IN THE EVENT OF FAILURE AND/OR LACK OF PERFORMANCE BY THE OWNER AND/ORCONTRACTOR TO CORRECT EROSION CONTROL RELATED PROBLEMS, THE PUBLICWORKS DEPARTMENT MAY REVOKE ALL ACTIVE PERMITS AND RECOMMEND THAT CODEENFORCEMENT PROVIDE A WRITTEN NOTICE OR STOP WORK ORDER IN ACCORDANCEWITH THE LAND USE ORDINANCE.8.PERMANENT EROSION CONTROL SHALL BE PLACED AND ESTABLISHED WITH 90%COVERAGE ON ALL DISTURBED SURFACES OTHER THAN PAVED OR GRAVEL SURFACES,PRIOR TO FINAL INSPECTION. PERMANENT EROSION CONTROL SHALL BE FULLYESTABLISHED PRIOR TO FINAL ACCEPTANCE. TEMPORARY EROSION CONTROLMEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT MEASURES ARE ESTABLISHED.9.THE AIR POLLUTION CONTROL DISTRICT (APCD) MAY HAVE ADDITIONAL PROJECTSPECIFIC EROSION CONTROL REQUIREMENTS. THE CONTRACTOR, DEVELOPER, ANDENGINEER OF WORK SHALL BE RESPONSIBLE FOR MAINTAINING SELF-REGULATION OFTHESE REQUIREMENTS.BMP SELECTION & LEGEND:BMP'S SPECIFIED ON THIS PLAN REFERENCE THE JANUARY 2015 EDITION OF THE CASQA"CALIFORNIA STORMWATER HANDBOOK". IT IS THE RESPONSIBILITY OF THE CONTRACTORTO OBTAIN BMP DETAILS AVAILABLE AT WWW.CASQA.ORG.THE FOLLOWING BMPS ARE NOT SHOWN IN SPECIFIC LOCATIONS ON THIS PLAN AND AREAPPLICABLE TO THE PROJECT. THE CONTRACTOR SHALL INCORPORATE THESE BMPS INTOTHE PROJECT SCOPE:PROJECT SCHEDULINGPRESERVATION OF EXISTING VEGETATIONWATER CONSERVATIONPAVING AND GRINDINGDISCHARGE REPORTINGPOTABLE WATER / IRRIGATIONVEHICLE CLEANINGVEHICLE FUELINGVEHICLE MAINTENANCEWIND EROSION CONTROLTHE FOLLOWING BMPS SHALL BE USED IN THE CONTRACTOR STAGING AREA:MATERIAL STORAGEMATERIAL USAGESTOCK PILE MANAGEMENTSPILL PREVENTION KITSOLID WASTE (TRASH)CONCRETE WASTE (WASH OUT)SEPTIC / SANITARY FACILITIESTHE FOLLOWING BMPS ARE SPECIFIED ON THIS PLAN AND ARE TO BE INSTALLED ORCONSTRUCTED PER DETAIL REFERENCES:CHECK DAM, SEE DETAIL SE-4, THIS SHEET.FIBER ROLLS, SEE DETAIL SE-5, THIS SHEET.STREET SWEEPING AND VACUUMINGSTORM DRAIN INLET PROTECTION, SEE DETAIL SE-10, THIS SHEET.EC-1EC-2NS-1NS-3NS-6NS-7NS-8NS-9NS-10WE-1WM-1WM-2WM-3WM-4WM-5WM-8WM-9SE-4SE-5SE-7SE-10SE-7SE-5TYP.SE-5TYP.SE-5TYP.SE-5TYP.SE-5TYP.SE-7SE-10NO GAPSBETWEEN BAGSGRAVEL FILLEDPERMEABLE BAGSFLOW DIRECTION GRAVEL FILLEDPERMEABLE BAGS8" DIA MINFIBER ROLL3/4"x3/4"x2' MINWOOD STAKE4' MAX INTERVAL2" MIN4" MAX12" MINCONCRETE CATCH BASIN INLETSILT TRAPS SHALL BE MAINTAINED ANDCLEANED BY CONTRACTOR DURING RAINFALLAS NECESSARY TO MAINTAIN INFLOW TO BASIN12" X 12"OR LARGERSTEEL OR CASTIRON GRATEFILTER FABRIC ANCHOREDIN PLACE BY GRATESE-4NTSGRAVEL CHECK DAM DETAILSE-5NTSFIBER ROLL DETAILSE-10NTSINLET PROTECTION DETAILSE-4TYP. 1 From:Nelson, Trevor Sent:Friday, June 23, 2023 12:20 PM To:Travis Dunn Cc:Chuck Braff Subject:1150 Laurel Ln - KIVA TCO Attachments:BLDG-2531-2020 1150 Laurel Ln #180 TCO.pdf Travis, Please see the attached for your records. Thank you, Trevor Nelson Supervising Building Inspector Community Development 919 Palm St, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 C 805.431.7160 slocity.org Stay connected with the City by signing up for e-notifications 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Thursday, June 22, 2023 10:21 AM To:Nichols, Vanessa Cc:building; Michaela Denny Subject:Revision to Permit for GRAD-0827-2020 Attachments:Revision to Permit Application_GRAD-0827-2020.pdf; 2022.10.12; Laurel Creek - SE Retail Remediation Post Permit Rev 1.pdf Flag Status:Flagged This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Vanessa, We wanted to check on the status of the aƩached revision to permit that was resubmiƩed in October of last year. We would like to start this work and realized we have not received approval on the a Ʃached revision yet. Please advise on the status of this revision. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com © 2020 Microsoft Corporation © 2020 HERE ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 all jobs\181058 - 1160 laurel creek - braff\02_working drawings\se retail construction\06_post permit\TITLE SHEET.dwg, C-0.1, Oct 12, 2022 3:55pm, Evan Revisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1229 Carmel Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENIC 77354TSCTAEFOIGER AIOFILACLIVNR RERPS DE RET FONOILAGNEISSKA T H L EEN ALLWINE1150 LAUREL LANE SE RETAIL ADA REMEDIATION1150 LAUREL LANESAN LUIS OBISPO, CA 934011150 LAUREL LANE SE RETAIL ADA REMEDIATION 1150 LAUREL LANE SAN LUIS OBISPO, CA 93401EMDKEA10.11.2022181058TITLE SHEETC-0.11.2.3.4.5.141CLIENT:PATRICK SMITH1150 LAUREL CREEK, LLCSAN LUIS OBISPO, CA 93401ARCHITECT:SMITH GROUP550 SOUTH HOPE, SUITE 1950LOS ANGELES, CA 90071GEOTECHNICAL:EARTH SYSTEMS4378 SANTA FE ROADSAN LUIS OBISPO, CA 93401SURVEYOR:ASHLEY AND VANCE ENGINEERING, INC.1413 MONTEREY STREETSAN LUIS OBISPO, CA 93401APN: 004-962-018SITE AREA: 17.04 ACAREA DISTURBED: 0.20 ACGRADING INFORMATION*CUT QUANTITY: 5 CUBIC YARDSFILL QUANTITY: 5 CUBIC YARDSNET QUANTITY: 0 CUBIC YARDS EXPORT*NOTE: THE ABOVE QUANTITIES ARE FOR PLANNING AND PERMITTING PURPOSESONLY. SHRINKAGE; CONSOLIDATION AND SUBSIDENCE FACTORS; LOSSES DUE TOCLEARING AND DEMOLITION OPERATIONS; AND TRENCHING FOR UTILITIES ANDFOUNDATIONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIES AREBASED ON THE APPROXIMATE DIFFERENCE BETWEEN EXISTING GRADES ANDPROPOSED FINISHED GRADES OR PAVEMENT SUBGRADES, AS INDICATED ON THEPLANS, AND SHOULD VARY ACCORDING TO THESE FACTORS AND LOSSES. THECONTRACTOR SHALL PERFORM AN EARTHWORK ESTIMATE FOR THE PURPOSE OFPREPARING A LUMP SUM BID PRICE FOR EARTHWORK. THE BID PRICE SHALLINCLUDE COSTS FOR ANY NECESSARY IMPORT AND PLACEMENT OF EARTHMATERIALS OR THE EXPORT AND PROPER DISPOSAL OF EXCESS EARTH MATERIALS.ELECTRICITY:P G & E COMPANY406 HIGUERA STSAN LUIS OBISPO, CA 93401805-743-5000NATURAL GAS:SOUTHERN CALIFORNIA GAS COMPANYP.O. BOX CMONTEREY PARK, CA 91756(800)-427-2200TELEPHONE:A T & T994 MILL ST.SAN LUIS OBISPO, CA 934021-800-750-2355CABLE TV:CHARTER COMMUNICATIONS7775 SAN LUIS AVE.ATASCADERO, CA 93422WATER/SEWER:CITY OF SAN LUIS OBISPOUTILITIES DEPARTMENT879 MORRO STSAN LUIS OBISPO, CA 93401EXISTING BOUNDARY INFORMATION SHOWN HEREON IS PER ALTA/NSPS LAND TITLESURVEY PREPARED BY FJS LAND CONSULTING, FRANK J. SOWECKI, PLS 5975,DATED 9/11/18.EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON COMPILED FROM FIELDSURVEY PERFORMED BY FJS LAND CONSULTING IN SEPTEMBER 2018 ANDSUPPLEMENTED BY ASHLEY AND VANCE IN OCTOBER 2019 AND FEBRUARY 2020.ALL INFORMATION SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TOCONSTRUCTION.BASIS OF BEARINGS: THE BEARING OF N32°42'49"E ALONG THE CENTERLINE OFLAUREL LANE, IN THE CITY OF SAN LUIS, COUNTY OF SAN LUIS, STATE OFCALIFORNIA, PER PARCEL MAP SLO 03-0070, ON FILE IN BOOK 70 PAGES 79 AND 82WAS USED AS THE BASIS OF BEARINGS FOR THIS MAPBENCHMARK: CITY OF SAN LUIS OBISPO BENCHMARK NO. 71, LOCATED AT THENORTHEAST CORNER OF ORCUTT ROAD AND LAUREL LANE, HAVING AN ELEVATIONOF 235.60 FEET (NAVD 88)SURVEY MONUMENT PROTECTION:PROTECT AND PRESERVE, IN PLACE, ALL SURVEY MONUMENTS AND BENCHMARKS.DO NOT DISTURB, MOVE, OR RELOCATE MONUMENTS OR BENCHMARKS WITHOUTTHE PRIOR REVIEW AND APPROVAL BY THE AGENCY HAVING JURISDICTION OVERTHE MONUMENT OR BENCHMARK. THE CONTRACTOR SHALL CONTRACT WITH ALICENSED SURVEYOR FOR MONUMENTS REQUIRING DISTURBANCE OR REMOVAL,AND THE SURVEYOR SHALL RESET THE MONUMENTS OR PROVIDE PERMANENTWITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THEAUTHORITY HAVING JURISDICTION, PURSUANT TO ALL APPLICABLE BUSINESS ANDPROFESSIONAL CODES.DIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERTPRIOR TO COMMENCING OF ANYEXCAVATION, DIGGING, POT HOLING,ETC. CALL DIG ALERT FOR ASSIGNMENTOF AN INQUIRY ID NUMBER, BECAUSENO EARTH WORK SHALL COMMENCEUNLESS THE CONTRACTOR HASOBTAINED THIS AND EACH UTILITY OROWNER OF SUBSURFACE FACILITIESHAS LOCATED AND MARKED THEIRSUBSURFACE FACILITIES IN THE AREAOF WORK.SURVEY NOTESLEGENDDIG ALERTPROJECT INFORMATIONUTILITY PURVEYORSSHEET INDEXSTORM DRAINAGEWATER SERVICEGASSANITARY SEWERPOWER ELECTRICALDITCH / FLOWLINEGRADING LIMITGRADE SLOPEPROPERTY LINECENTERLINESAWCUTSDWGSEA.PRIOR TO COMMENCING CONSTRUCTION CALLED FOR BY THESE PLANS, SPECIFICATIONSAND DETAILS, THE OWNER SHALL ENGAGE A GEOTECHNICAL ENGINEER TO PROVIDECONSTRUCTION PHASE OBSERVATION AND TESTING SERVICES AND SHALL ALSO ENGAGETHE PROJECT ENGINEER OR ANOTHER QUALIFIED PARTY TO PROVIDE PROJECTCONSTRUCTION OBSERVATION AND ASSURANCES ON CONFORMANCE WITH THEAPPROVED PLANS, SPECIFICATIONS AND AGENCY REQUIREMENTS. THE OWNER SHALLALSO ASSURE THAT CONTRACTOR(S) ENGAGED TO PROPERLY IMPLEMENT THECONSTRUCTION CALLED FOR ON THESE PLANS, SPECIFICATIONS AND DETAILS INCLUDINGTHOSE TASKS CALLED FOR ON THE PROJECT STORM WATER POLLUTION PREVENTIONPLAN DOCUMENT OR EROSION CONTROL PLAN SHEETS ATTACHED AS PART OF THESEPLANS.B.GEOTECHNICAL ENGINEER'S RESPONSIBILITIES:1.A GEOTECHNICAL ENGINEER SHALL REVIEW THESE PLANS WITH RESPECT TOGENERAL CONFORMANCE WITH THE INTENT OF THE RECOMMENDATIONS PRESENTEDIN THE PROJECT SOILS ENGINEERING REPORT. THE PLAN REVIEW SHALL BEPERFORMED SPECIFICALLY WITH RESPECT TO GEOTECHNICAL FACTORS DISCUSSEDIN THE REFERENCED REPORT. IN PERFORMING THE REVIEW, A GEOTECHNICALENGINEER SHALL ATTEMPT TO VERIFY THAT THE CONCEPTS AND RECOMMENDATIONSPRESENTED IN THE REPORT ARE GENERALLY INCORPORATED INTO THE PLANS. INACCORDANCE WITH THIS LEVEL OF REVIEW, THE PLANS ARE TO BE FOUND INSUBSTANTIAL CONFORMANCE WITH THE CONCEPTS AND RECOMMENDATIONSPRESENTED IN THE NOTED REPORT.2.UPON BEING RETAINED BY THE OWNER, PRIOR TO CONSTRUCTION THEGEOTECHNICAL ENGINEER SHALL RECOMMEND TO THE OWNER AND THECONTRACTOR THE LEVEL OF OBSERVATION AND TESTING THAT WILL BE PROVIDEDDURING CONSTRUCTION. PROVIDED THAT THE CONTRACTOR FULFILLS HIS OR HERRESPONSIBILITY FOR TIMELY REQUESTS FOR THOSE SERVICES DURINGCONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL PROVIDE OBSERVATION ANDTESTING AT THE PROJECT WORK AREA OF EARTHWORK OPERATIONS, INCLUDINGTRENCHING AND PAVEMENT SUBGRADE PREPARATION, AS NECESSARY TO HAVEREASONABLE CERTAINTY THAT THE EARTHWORK IS PERFORMED IN GENERALCOMPLIANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS, AND WITHTHE REQUIREMENTS OF SAN LUIS OBISPO COUNTY CODE CHAPTER 14 (GRADINGORDINANCE No.4766).3.UPON COMPLETION OF EARTHWORK, THE GEOTECHNICAL ENGINEER SHALL, UPONREQUEST, PROVIDE A FINAL REPORT WITH RESULTS OF THEIR OBSERVATION ANDTESTING DURING EARTHWORK OPERATIONS. PROVIDED THAT THE WORK ISPERFORMED IN CONFORMANCE WITH THE GEOTECHNICAL ENGINEER'SRECOMMENDATIONS, THE REPORT WILL STATE THEIR OPINION THAT THE GRADINGWAS COMPLETED IN SUBSTANTIAL COMPLIANCE WITH THE GEOTECHNICALENGINEER'S RECOMMENDATIONS.C.CONTRACTOR'S STORM WATER POLLUTION CONTROL RESPONSIBILITIES:1.THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT AND MAINTAIN POLLUTIONPREVENTION MEASURES, INCLUDING THOSE FOR EROSION AND SEDIMENT CONTROL,AS NECESSARY TO PREVENT ANY POLLUTANT AT ANY LEVEL FROM BEING CONVEYEDOFF THE CONSTRUCTION SITE AND THAT THESE MEASURES MUST CONTINUE TO BEMAINTAINED UNTIL THE REQUIRED POST-CONSTRUCTION POLLUTION PREVENTIONMEASURES ARE IN PLACE AND COMPLETELY FUNCTIONAL, INCLUDING PERMANENTLANDSCAPING.2.THE SPECIFIC MEASURES WHICH MAY BE CALLED FOR ON THE PROJECT STORMWATER POLLUTION PREVENTION PLAN CANNOT ADDRESS ALL SITE DEVELOPMENTAND STORM CHARACTERISTICS WHICH WILL EVOLVE OVER THE COURSE OFCONSTRUCTION AND THAT IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOT ONLYIMPLEMENT THE PLAN, BUT TO MAKE ADJUSTMENTS AND EXPANSIONS IN THEIMPLEMENTATION AS NECESSARY TO ADAPT TO THE CONTRACTOR'S CONSTRUCTIONOPERATIONS AND SCHEDULE AND TO ADDRESS EVOLVING SITE CONDITIONS ANDACTUAL WEATHER CONDITIONS.3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE EMPLOYEES ANDSUBCONTRACTORS ARE TRAINED REGARDING THESE REQUIREMENTS AND TOMAINTAIN RECORDS OF THE INSTALLATION, MODIFICATION, INSPECTION, ANDMAINTENANCE OF STORM WATER POLLUTION PREVENTION MEASURES INCLUDING,BUT NOT LIMITED TO: TRAINING, INSPECTION, MAINTENANCE LOGS; RECORDDRAWINGS SHOWING LOCATIONS, LIMITS, AND DATES OF INSTALLATION FOR VARIOUSMEASURES; DATED PHOTOGRAPHS AND FIELD SKETCHES.4.THE CONTRACTOR SHALL BE FAMILIAR WITH AND AGREE TO IMPLEMENT THEMEASURES AND INSTALLATIONS DEPICTED ON THE PROJECT STORM WATERPOLLUTION PREVENTION PLAN INCLUDING INSTALLATION, ROUTINE INSPECTION ANDMAINTENANCE, ADJUSTMENTS AND EXPANSION DUE TO EVOLVING SITE CONDITIONS,EMERGENCY MAINTENANCE AND ADJUSTMENTS DUE TO ACTUAL STORM AND SITECONDITIONS, AND DOCUMENTATION.NOTE:REMODELING OR DEMOLITION OF PRE-1978 STRUCTURES WITHOUT USING LEADSAFE WORK PRACTICES IS A VIOLATION OF THE CALIFORNIA HEALTH AND SAFETYCODE SECTION 105256. CONTRACTORS, REMODELERS AND PAINTERS AREREQUIRED TO USE "LEAD-SAFE" WORK PRACTICES PURSUANT TO TITLE 17,CALIFORNIA CODE OF REGULATIONS SECTION 36050.ALL WORK, MATERIALS, METHODS, ETC. SHALL CONFORM TO ALL GOVERNINGCODES AND REGULATIONS THAT ARE CURRENTLY IN EFFECT:2019 CALIFORNIA BUILDING CODE (CBC)2019 CALIFORNIA RESIDENTIAL CODE (CRC) BASED ON 2018 IRC,2019 CALIFORNIA ELECTRICAL CODE (CEC)BASED ON 2017 NATIONAL ELECTRICAL CODE (NEC),2019 CALIFORNIA MECHANICAL CODE (CMC)BASED ON 2018 UNIFORM MECHANICAL CODE (UMC),2019 CALIFORNIA PLUMBING CODE (CPC)BASED ON 2018 UNIFORM PLUMBING CODE (UPC),2019 CALIFORNIA ENERGY CODE (CENC)2019 CALIFORNIA FIRE CODE (CFC) BASED ON 2018 IFC,2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN),2019 CITY OF SAN LUIS OBISPO CONSTRUCTION AND FIRE CODES.VICINITY MAPPROJECT SITENACASPHALTIC CONCRETEBLDG BUILDINGBCR BEGIN CURB RETURNBVC BEGIN VERTICAL CURVEBW BOTTOM OF WALLCB CATCH BASINC/L CENTERLINECMU CONCRETE MASONRY UNITCONC CONCRETEDWDRIVEWAYECR END CURB RETURNEG EXISTING GRADEEP EDGE OF PAVEMENTEVC END VERTICAL CURVEFF FINISHED FLOORFG FINISHED GRADEFH FIRE HYDRANTFL FLOW LINEFS FINISHED SURFACEGB GRADE BREAKIE INVERT ELEVATIONINV INVERTLA LANDSCAPE AREANG NATURAL GRADEPA PLANTER AREAPCC PORTLAND CEMENTCONCRETEP/L PROPERTY LINEPOC POINT OF CONNECTIONPS PARKING STRIPEPVCPOLYVINYL CHLORIDERW RIGHT OF WAYSD STORM DRAINSG SUB-GRADE ELEVATIONSS SANITARY SEWERTC TOP OF CURB, CONCRETETF TOP OF FOOTINGTG TOP OF GRATETW TOP OF WALLVCVERTICAL CURVESTANDARD ABBREVIATIONSGOVERNING BUILDING CODESOWNER'S RESPONSIBILITIESSHEETSHEET TITLEC-0.1TITLE SHEETC-0.2NOTES SHEETC-2.2GRADING PLANC-4.1DETAILS SHEETC-2.1GRADING PLANC-2.3GRADING PLANSCOPE OF WORKPAVING FOR ADA PARKING STALLS AND REPAIRED WALKWAYS IN THE ADA PATH OFTRAVEL. ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 all jobs\181058 - 1160 laurel creek - braff\02_working drawings\se retail construction\06_post permit\TITLE SHEET.dwg, C-0.2, Oct 12, 2022 3:55pm, Evan Revisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1229 Carmel Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENIC 77354TSCTAEFOIGER AIOFILACLIVNR RERPS DE RET FONOILAGNEISSKA T H L EEN ALLWINE1150 LAUREL LANE SE RETAIL ADA REMEDIATION 1150 LAUREL LANE SAN LUIS OBISPO, CA 93401EMDKEA10.11.2022181058TITLE SHEET - C-0.2----1.2.3.4.5.141TRENCHING AND BACKFILL NOTES:1.ALL TRENCHING, BEDDING AND BACKFILL MATERIAL AND CONSTRUCTION, SHALL BE IN ACCORDANCEWITH THESE PLANS INCLUDING THE PIPE TRENCH DETAIL.2.TRENCH OR STRUCTURE EXCAVATION SUBGRADE SHALL BE OBSERVED BY THE GEOTECHNICALENGINEER PRIOR TO PLACEMENT OF BEDDING MATERIAL OR FORMS. WET OR UNSTABLE SOILENCOUNTERED IN THE BOTTOM OF THE EXCAVATION AND DEEMED BY THE GEOTECHNICAL ENGINEERTO BE INCAPABLE OF PROPERLY SUPPORTING THE PIPE OR STRUCTURE BEING CONSTRUCTED,SHALL BE REMOVED TO THE DEPTH RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THEEXCAVATION BACKFILLED TO THE BOTTOM OF THE PIPE OR STRUCTURE GRADE WITH SUITABLEMATERIAL RECOMMENDED BY THE GEOTECHNICAL ENGINEER.3.WATER ENCOUNTERED IN TRENCH OR STRUCTURE EXCAVATION SHALL BE REMOVED BY THECONTRACTOR TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER TO PROVIDE DRYCONDITIONS DURING CONSTRUCTION OF PIPE OR STRUCTURE.4.BEDDING AND BACKFILL MATERIAL AND COMPACTED DENSITY, SHALL BE TESTED FOR COMPLIANCEWITH APPLICABLE REQUIREMENTS BY THE GEOTECHNICAL ENGINEER.5.BEDDING AND PIPE ZONE BACKFILL MATERIAL, SHALL BE COMPACTED TO NOT LESS THAN 95% OFMAXIMUM DENSITY. TRENCH BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUMDENSITY. THE UPPER 12" BELOW THE BASE OR SUB-BASE COURSE IN PAVED AND OTHER TRAFFICAREAS AND BELOW THE CONCRETE OR SAND COURSE IN WALKWAY AREAS SHALL BE COMPACTED TONOT LESS THAN 95% OF MAXIMUM DENSITY. BACKFILL COMPACTION SHALL BE TESTED FORCOMPLIANCE WITH THESE REQUIREMENTS IN ACCORDANCE WITH ASTM D-1557, LATEST REVISION,AND REPORTED BY THE GEOTECHNICAL ENGINEER.6.CLASS I OR CLASS II (TRENCH) BACKFILL SHALL NOT BE PLACED UNTIL BEDDING AND INITIAL (PIPEZONE) BACKFILL HAVE BEEN OBSERVED, TESTED AND APPROVED.7.COMPACTION BY FLOODING OR JETTING IS NOT PERMITTED.8.CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT(S), THE PROJECT WORK AREA ANDVICINITY, AND SHALL FAMILIARIZE HIMSELF WITH THE WORK AREA CONDITIONS. CONTRACTOR SHALLMAKE HIS OWN DEDUCTIONS AND CONCLUSIONS AS TO HOW EXISTING SURFACE AND SUB-SURFACECONDITIONS WILL AFFECT OR BE AFFECTED BY HIS CONSTRUCTION OPERATIONS, INCLUDING THENATURE OF MATERIALS TO BE EXCAVATED. THE DEGREE OF DIFFICULTY ASSOCIATED WITH MAKINGAND MAINTAINING THE REQUIRED EXCAVATIONS, AND THE DEGREE OF DIFFICULTY WHICH MAY ARISEFROM SUBSURFACE CONDITIONS INCLUDING GROUNDWATER, AND SHALL ACCEPT FULLRESPONSIBILITY THEREOF.9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE INTEGRITY OF EXISTING PAVEMENTALONG AND BEHIND THE TRENCH SAWCUT LINES DURING CONSTRUCTION. IF THIS PAVEMENT ISBROKEN-OFF OR OTHERWISE DAMAGED BEFORE NEW PAVEMENT IS PLACED, CONTRACTOR SHALLSAWCUT A NEW CONFORM LINE PARALLEL WITH, FULL LENGTH OF, AND SUFFICIENT DISTANCE(1-FOOT MINIMUM) BEHIND ORIGINAL SAWCUT SO AS TO REMOVE DAMAGED PAVEMENT AND / ORIRREGULARITY ALONG THE CONFORM LINE.GENERAL GRADING NOTES:1.GRADING SHALL BE IN CONFORMANCE WITH RECOMMENDATIONS MADE BY THE GEOTECHNICALENGINEER DURING OBSERVATION AND TESTING OF SITE DEMOLITION, PREPARATION, GRADING, ANDDEVELOPMENT WORK. FOR ANY CONFLICT BETWEEN THESE PLANS AND THE RECOMMENDATIONSAND/OR SPECIFICATIONS OF THE GEOTECHNICAL ENGINEER, THE MORE STRINGENT PROVISIONSHALL GOVERN.2.AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION (EXCEPT TREES INDICATED TOREMAIN), INCLUDING ROOTS AND ROOT STRUCTURES, OTHER ORGANIC MATERIAL, DEBRIS,NON-COMPLYING FILL, AND OTHER MATERIAL UNSUITABLE FOR SUPPORT OF FILL AND/OR PROPOSEDIMPROVEMENTS, AS RECOMMENDED BY AND UNDER THE OBSERVATION AND TESTING OF THEGEOTECHNICAL ENGINEER. CALL THE INSPECTOR FOR INITIAL INSPECTION.3.ALL UNSUITABLE SOIL MATERIALS AND RUBBISH AND DEBRIS RESULTING FROM DEMOLITION ANDGRADING OPERATIONS SHALL BE REMOVED FROM THE JOB SITE; TRANSPORTED TO A SUITABLELOCATION AND DISPOSED OF IN A PROPER AND LEGAL MANNER.4.AREAS TO RECEIVE FILL MATERIAL AND AREAS TO RECEIVE BUILDINGS, EXTERIOR SLABS, WALKWAYS,WALLS, PAVEMENT AND OTHER STRUCTURAL IMPROVEMENTS SHALL BE PREPARED ASRECOMMENDED BY AND UNDER THE OBSERVATION AND TESTING OF THE GEOTECHNICAL ENGINEER.RECOMMENDATIONS FOR OVER EXCAVATION, ADDITIONAL SCARIFICATION, BACKFILL ANDRECOMPACTION ARE CONTAINED IN THE PROJECT GEOTECHNICAL REPORT REFERENCED IN THEGENERAL NOTES ON THESE PLANS.5.PRIOR TO PLACEMENT OF FILL AND BACKFILL MATERIAL, THE PREPARED AREA SHALL BE INSPECTEDAND APPROVED BY THE INSPECTOR. THE GEOTECHNICAL ENGINEER SHALL ALSO OBSERVE THEAREAS TO BE FILLED. ALLOW A MINIMUM 48-HOUR NOTICE. FILL AND BACKFILL PLACED ON THEPREPARED AREA WITHOUT THE REQUIRED OBSERVATION SHALL BE REMOVED.6.ALL FILL MATERIAL, WHETHER EXCAVATED ON-SITE OR IMPORTED FROM OFF-SITE, SHALL BE TESTEDAND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. IMPORTED FILL MATERIALSHALL BE EQUAL TO OR BETTER IN QUALITY THAN THE ON-SITE SOILS AND SHALL CONFORM TO THERECOMMENDATION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL TESTAND APPROVE THE SOIL PROPOSED FOR IMPORT FOR STRUCTURAL FILL PRIOR TO IMPORTATION TOTHE SITE. THE LANDSCAPE ARCHITECT AND THE GEOTECHNICAL ENGINEER SHALL TEST ANDAPPROVE THE SOIL PROPOSED FOR IMPORT FOR LANDSCAPE AREA SURFACE MATERIAL PRIOR TOIMPORTATION TO THE SITE.7.CONTRACTOR SHALL REFER TO THE FOLLOWING AS APPLICABLE:-ARCHITECT'S PLANS FOR ADDITIONAL GRADING REQUIREMENTS IN BUILDING AREAS.-LANDSCAPE ARCHITECT'S PLANS FOR TREE PRESERVATION REQUIREMENTS AND FOR SUBGRADEALLOWANCES IN LANDSCAPE AREAS.-PUBLIC IMPROVEMENT PLANS FOR INTERFACING WITH PUBLIC GRADING, PAVING, STORMDRAINAGE AND UTILITY IMPROVEMENTS.8.WHERE PLANTER AREAS ARE SHOWN ON THE PLANS ADJACENT TO BUILDINGS AND ARE CONTAINEDBY WALKS / FLATWORK LESS THAN 8" BELOW BOTTOM OF SILL PLATE OR WHERE ADJACENT FINISHGRADE OUTSIDE A BUILDING IS SHOWN TO BE LESS THAN 8" BELOW BOTTOM OF SILL PLATE, IT IS THECONTRACTOR'S RESPONSIBILITY TO VERIFY THAT BUILDING PLANS CALL FOR APPROPRIATEDAMPPROOF OR WATERPROOF CONSTRUCTION AND IS CONSTRUCTED IN ACCORDANCE WITH ALLBUILDING APPLICABLE CODE REQUIREMENTS.9.PLAN ELEVATIONS SHOWN ON SOIL AND LANDSCAPED AREAS ARE FINISH GRADE (FINISH SURFACE)ELEVATIONS INTENDED TO ESTABLISH SURFACE DRAINAGE CONTROL FOR THESE AREAS. DURINGGRADING OPERATIONS, THICKNESSES (SUBGRADE ALLOWANCES) SPECIFIED BY LANDSCAPEARCHITECT FOR TURF, WOOD CHIPS, MULCH, ETC. SHALL BE SUBTRACTED FROM THESE ELEVATIONSTO ESTABLISH FINISH SUBGRADE.10.BEFORE PLACEMENT OF AGGREGATE BASE OR SUBBASE MATERIAL IN PAVEMENT AREAS, THESUBGRADE SOIL SHALL BE REVIEWED AND TESTED BY THE GEOTECHNICAL ENGINEER. DURINGPAVING OPERATIONS, STRUCTURAL SECTION COMPACTION SHALL BE OBSERVED AND TESTED BY THEGEOTECHNICAL ENGINEER.11.QUALITY REVIEW AND REPORTING REQUIREMENTS.A.GRADING AND IMPROVEMENTS FOUND NOT IN CONFORMANCE WITH APPROVED PLANS AND DESIGNINTENT SHALL BE CORRECTED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. ADDITIONALSURVEYING TO CONFIRM ELEVATIONS AFTER CORRECTIVE MEASURES SHALL ALSO BE ATCONTRACTOR'S EXPENSE.REQUIREMENTS FOR VARIOUS SURFACING CONDITIONS ARE AS FOLLOWS:-DIRT: NOT LESS THAN 2% (1/4" PER FOOT) SLOPE IN DIRECTION OF SURFACE DRAINAGE AND 0.10FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION-A.C. PAVEMENT: NOT LESS THAN 1% (1/8 INCH PER FOOT) SLOPE IN DIRECTION OF SURFACEDRAINAGE AND 0.04 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATION-CONCRETE: NOT LESS THAN 0.5% (1/16 INCH PER FOOT) SLOPE IN DIRECTION OF SURFACEDRAINAGE AND 0.02 FOOT MAXIMUM DEVIATION FROM DESIGN ELEVATION AT ANY LOCATIONUNLESS NOTED OTHERWISE ON PLANS.DEMOLITION NOTES:1.THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR STRUCTURESSHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS PROVIDED. THE CIVILENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES, NOR FOR UTILITY ORIRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLEFOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO WORK OR POTHOLE TO DETERMINE THE EXACTLOCATIONS OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO OR PROTECTION OF ALL EXISTINGUTILITY LINES.2.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF THE SITE AND SHALL REMOVE ANDDISPOSE OF ALL STRUCTURES ABOVE AND OR BELOW GROUND UNLESS NOTED OTHERWISE. ANYHAZARDOUS MATERIALS ENCOUNTERED SHALL BE HANDLED AND REMOVED AS REQUIRED BY LOCALAND/OR STATE LAWS AT NO COST TO THE OWNER.3.THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DAMAGE TO EXISTING HARDSCAPEIMPROVEMENTS, UTILITY FACILITIES, AND LANDSCAPING FEATURES THAT ARE NOT AFFECTED BYTHESE PLANS.4.ALL JOIN LINES SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE PARALLEL WITH THE JOIN. THE CUTEDGE SHALL BE PROTECTED FROM CRUSHING, AND ALL BROKEN EDGES SHALL BE RE-CUT PRIOR TOJOINING.5.ALL EXISTING OBJECTIONABLE MATERIALS THAT CONFLICT WITH PROPOSED IMPROVEMENTSINCLUDING, BUT NOT LIMITED TO, BUILDING FOUNDATIONS, UTILITIES, APPURTENANCES, TREES,SIGNS, STRUCTURES, ETC. SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR AT NO COST TOTHE OWNER, UNLESS NOTED OTHERWISE HEREIN, OR AS DIRECTED BY THE CONSTRUCTIONMANAGER.6.THE CONTRACTOR SHALL PROTECT ALL EXISTING STREETS FROM DAMAGES CAUSED BY HISOPERATIONS. ANY CURBS DAMAGED DURING HIS OPERATIONS SHALL BE SAWCUT AND REPLACED ATNO COST TO THE OWNER. ANY EXISTING PAVING IDENTIFIED AS POTENTIALLY NEEDING TO BEREPLACED SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TOTHE COMMENCEMENT OF WORK.7.THE CONTRACTOR SHALL PERFORM AND BE RESPONSIBLE FOR ALL CLEARING AND GRUBBINGOPERATIONS AS NECESSARY TO COMPLETE THE WORK, INCLUDING TRANSPORTATION AND DISPOSALOF ALL REMOVED MATERIALS, AND ALL ASSOCIATED COSTS.GENERAL NOTES:1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO AND THECURRENT EDITION OF THE CALIFORNIA BUILDING CODE.2.IN THE EVENT OF A CONFLICT BETWEEN ANY REFERENCED STANDARD, THE MORE STRINGENTREQUIREMENT SHALL GOVERN.3.STORMWATER POLLUTION PREVENTION REQUIREMENTS PER CITY OF SAN LUIS OBISPO AND SWRCB.4.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS INPROGRESS.5.BEFORE BEGINNING WORK, CONTRACTOR SHALL CONFIRM WITH AGENCIES HAVING JURISDICTIONTHAT ALL REQUIRED PERMITS AND LICENSES HAVE BEEN OBTAINED AND ALL REQUIRED NOTICESGIVEN.6.UNDERGROUND AND OVERHEAD CONSTRUCTION IN ADDITION TO WHAT IS SHOWN ON THESE PLANSMAY BE PART OF THIS PROJECT, INCLUDING ARCHITECTURAL AND LANDSCAPE ARCHITECTURALIMPROVEMENTS. ADDITIONAL PERMITS MAY BE REQUIRED.A.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK AND INTERFACINGIMPROVEMENTS WITH WORK BY OTHER CONTRACTORS AT THIS JOB SITE AND WITH IMPROVEMENTSREQUIRED BY PLANS BY OTHERS.B.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR BUILDING AND SITE LAYOUTDIMENSIONING.C.CONTRACTOR SHALL REFER TO ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL PLANS ANDSPECIFICATIONS FOR SITE DEVELOPMENT CONSTRUCTION DETAILS AND DIMENSIONING, INCLUDINGTHOSE FOR BUILDINGS, PATIOS, WALKWAYS, DRIVEWAYS, WALLS/FENCES, PLUMBING, ELECTRICAL,UTILITIES, LANDSCAPING, AND IRRIGATION.7.ALL SITE WORK AND TESTING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONSCONTAINED IN THE FOLLOWING GEOTECHNICAL ENGINEERING REPORT FOR THIS PROJECT:A.PREPARED BY: EARTH SYSTEMS, FILE NUMBER: 302473-002, DATE: JANUARY 11, 2019.B.THIS REPORT AND ANY ADDENDA SHALL BE INCORPORATED INTO THESE PLANS AND MADE A PARTHEREOF AS IF SPELLED OUT IN THEIR ENTIRETY HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITYTO REVIEW THE APPLICABLE GEOTECHNICAL REPORTS. CONTRACTOR SHALL CONTACT THEGEOTECHNICAL ENGINEER TO OBTAIN OR REVIEW COPIES OF THESE REPORTS AND ADDENDA.C.PRIOR TO BIDDING, CONTRACTOR SHALL CONTACT THE GEOTECHNICAL ENGINEER TO DETERMINETHE LOCATION AND DEPTH OF ALL TEST BORINGS AND EXPLORATORY PITS AND EXCAVATIONS.CONTRACTOR SHALL DETERMINE FROM THE GEOTECHNICAL ENGINEER WHAT REMEDIAL WORK ISRECOMMENDED TO MAKE THESE DISTURBED LOCATIONS SUITABLE FOR THE PROPOSEDIMPROVEMENTS. CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS FOR THE RECOMMENDEDREMEDIAL WORK AND SHALL ADJUST HIS OPERATIONS TO PROPERLY SEQUENCE THE WORK TOACCOMMODATE REMEDIAL WORK WITH CONSTRUCTION OF PROPOSED IMPROVEMENTS.8.ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE HEALTH ANDSAFETY LAWS, ORDINANCES, REGULATIONS, RULES, AND STANDARDS INCLUDING ALL REQUIREMENTSOF CAL-OSHA AND OSHA.9.ALL UNSUITABLE CONSTRUCTION MATERIALS AND RUBBISH AND DEBRIS SHALL BE REMOVED FROMTHE JOB SITE; TRANSPORTED TO A SUITABLE LOCATION, AND DISPOSED OF IN A PROPER AND LEGALMANNER.10.ALL WORK INVOLVING EXCAVATION, INCLUDING THAT FOR WATER, SEWER, STORM DRAIN AND UTILITYCONDUITS AND ALL SERVICE CONNECTIONS AND METER BOXES (NOT PERMITTED IN DRIVEWAYS)SHALL BE COMPLETED AND OBSERVED AND APPROVED BY THE AGENCY HAVING JURISDICTION ANDTHE STRUCTURAL BACKFILL OBSERVED AND TESTED FOR COMPACTION AND APPROVED BY THEGEOTECHNICAL ENGINEER BEFORE AGGREGATE BASE, PAVING AND OTHER PERMANENT SURFACECONSTRUCTION MAY COMMENCE.11.BEFORE COMMENCING EXCAVATION, CONTRACTOR SHALL CONTACT PUBLIC WORKS AND UTILITYCOMPANIES OR OTHER OWNERS OF SUBSURFACE FACILITIES WITHIN THE WORK SITE AND SHALLVERIFY WHETHER OR NOT A REPRESENTATIVE WILL BE PRESENT BEFORE AND/OR DURINGEXCAVATION, AND SHALL DETERMINE SITE SPECIFIC REQUIREMENTS FOR EXCAVATION.12.CONTRACTOR SHALL NOTIFY PUBLIC WORKS, BUILDING AND SAFETY, UTILITY COMPANIES,GEOTECHNICAL ENGINEER, AND ENGINEER OF RECORD, AT LEAST 48 HOURS BEFORE START OF ANYCONSTRUCTION AND OF THE TIME AND LOCATION OF PRE-CONSTRUCTION CONFERENCE, AND SHALLDETERMINE FROM EACH PARTY THEIR SCOPE OF WORK TO BE OBSERVED AND BY WHOM, AND SCOPEOF TESTING. DURING THE COURSE OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR CALLINGFOR OBSERVATION AND TESTING AS STIPULATED PURSUANT TO ABOVE DETERMINATIONS. WORK NOTOBSERVED AND TESTED WILL BE SUBJECT TO REJECTION.13.CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN SUCH SHEETING, SHORING, BRACING, AND/OROTHER PROTECTION AS IS NECESSARY TO PREVENT FAILURE OF TEMPORARY EXCAVATIONS ANDEMBANKMENTS AND TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS, TEMPORARYIMPROVEMENTS, AND PARTIALLY COMPLETED PORTIONS OF THE WORK. CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR THE SUFFICIENCY OF SUCH SUPPORTS AND/OR OTHER PROTECTION PERALL REQUIREMENTS OF CAL-OSHA AND OSHA.14.CONTRACTOR SHALL PROMPTLY NOTIFY ENGINEER OF RECORD AND AUTHORITY HAVINGJURISDICTION BY TELEPHONE AND IN WRITING UPON DISCOVERY OF, AND BEFORE DISTURBING ANYPHYSICAL CONDITIONS DIFFERING FROM THOSE REPRESENTED BY APPROVED PLANS ANDSPECIFICATIONS.15.CONTRACTOR SHALL MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALL CHANGES OFCONSTRUCTION FROM THAT SHOWN ON THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OFPROVIDING A BASIS FOR CONSTRUCTION OF RECORD DRAWINGS. NO CHANGES SHALL BE MADEWITHOUT PRIOR WRITTEN APPROVAL OF ENGINEER OF RECORD AND AUTHORITY HAVINGJURISDICTION. UPON COMPLETION OF THE PROJECT, CONTRACTOR SHALL DELIVER THIS RECORD OFALL CONSTRUCTION CHANGES TO ENGINEER ALONG WITH A LETTER WHICH DECLARES THAT, OTHERTHAN THESE NOTED CHANGES, "THE PROJECT WAS CONSTRUCTED IN CONFORMANCE WITH THEAPPROVED PLANS AND SPECIFICATIONS."WARNING: ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BEAPPROVED IN WRITING BY PREPARER.16.CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITYFOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDINGSAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREESTO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ALL LIABILITY ANDCLAIMS, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECTAND ACCEPTS LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONALS.17.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROLAND SAFETY AND SHALL FURNISH, INSTALL, AND MAINTAIN SUCH FENCING, SIGNS, LIGHTS, TRENCHPLATES, BARRICADES, AND/OR OTHER PROTECTION AS IS NECESSARY FOR SAID CONTROL ANDSAFETY.18.CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR PROTECTION OFPUBLIC AND PRIVATE PROPERTY AT OR IN THE VICINITY OF THE JOB SITE AND FURTHER AGREES TO,AT CONTRACTOR'S EXPENSE, REPAIR OR REPLACE TO ORIGINAL CONDITION, ALL EXISTINGIMPROVEMENTS WITHIN OR IN THE VICINITY OF THE JOB SITE WHICH ARE NOT DESIGNATED FORREMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A RESULT OF CONTRACTOR'S OPERATIONS.USE OF PLANS:THIS DRAWING IS PROVIDED IN AN ELECTRONIC FORMAT AS A COURTESY, IF REQUESTED BY THEUSER. THE DELIVERY OF THE ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF OURPROFESSIONAL WORK PRODUCT. THE SIGNED HARD COPY PREPARED FOR THE PROJECTCONSTITUTES OUR PROFESSIONAL WORK PRODUCT AND THE HARD COPY MUST BE REFERRED TOFOR THE CORRECT DESIGN INFORMATION. THESE PLANS HAVE BEEN PREPARED SOLELY FOR USEFOR THE PROJECT SCOPE AND SITE SPECIFICALLY IDENTIFIED HEREON AT THE TIME THESE PLANSARE SIGNED. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLEFOR, USE OF ANY PART OF THESE PLANS, INCLUDING ANY NOTE OR DETAIL, FOR ANY UNAPPROVEDOR REVISED PROJECT SCOPE, OR FOR ANY OTHER PROJECT AT THIS OR ANY OTHER SITE. USERAGREES TO INDEMNIFY AND HOLD HARMLESS ASHLEY & VANCE FOR ALL COSTS AND DAMAGES IFUSED.USE OF ELECTRONIC INFORMATION:ELECTRONIC INFORMATION MAY BE PROVIDED BY THE ENGINEER FOR CONVENIENCE; UNDER NOCIRCUMSTANCES SHALL DELIVERY OF ELECTRONIC FILES FOR USE BY OTHERS BE DEEMED A SALEBY THE ENGINEER AND THE ENGINEER MAKES NO WARRANTIES, EITHER EXPRESS OR IMPLIED, OFMERCHANTABILITY AND FITNESS FOR ANY PARTICULAR PURPOSE. IN NO EVENT SHALL THEENGINEER BE LIABLE FOR INDIRECT OR CONSEQUENTIAL DAMAGES AS A RESULT OF THE USE ORREUSE OF THE ELECTRONIC FILES BY OTHERS.ELECTRONIC INFORMATION IS INTENDED TO PROVIDE INFORMATION SUPPLEMENTAL ANDSUBORDINATE TO THE CONSTRUCTION CONTRACT DOCUMENTS. LAYOUT AND CONSTRUCTION OFPROJECT ELEMENTS SHALL BE BASED ON DIMENSIONS AND INFORMATION INCLUDED ON THESIGNED AND SEALED CONSTRUCTION CONTRACT DOCUMENTS WHICH SHALL CONTROL OVERELECTRONIC INFORMATION. USER IS RESPONSIBLE FOR CONFIRMING LOCATION OF PROPOSEDIMPROVEMENTS BASED ON DIMENSIONS AND INFORMATION INCLUDED ON THE CONSTRUCTIONCONTRACT DOCUMENTS; INCONSISTENCIES BETWEEN THE ELECTRONIC INFORMATION AND THECONSTRUCTION CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERFOR RESOLUTION PRIOR TO CONSTRUCTION.PROJECT ELEMENTS SUCH AS MANHOLES, CATCH BASINS, UTILITY VAULTS, VALVE ASSEMBLIES,STAIRS, RAMPS, WALLS, ETC. ARE SHOWN SCHEMATICALLY IN THE ELECTRONIC INFORMATION ANDCONSTRUCTION OF THESE ELEMENTS SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION NOTESAND DETAILS PRESENTED OR REFERENCED IN THE SIGNED AND SEALED CONSTRUCTION CONTACTDOCUMENTS. IMPROVEMENTS CONSTRUCTED BASED ON ELECTRONIC INFORMATION AND INCONFLICT WITH THE DRAWING DIMENSIONS DETAILS, AND THE CONSTRUCTION CONTRACTDOCUMENTS SHALL BE REMOVED AND CONSTRUCTED IN THE PROPER LOCATION AND DIMENSIONSAT CONTRACTOR'S SOLE EXPENSE.DIGITAL DRAWINGS ARE TYPICALLY A COMPILATION OF DRAWINGS FROM A NUMBER OF SOURCESAND, AS SUCH, THERE IS INFORMATION IN THE ELECTRONIC FILE ISSUED BY THE ENGINEER THATWAS NOT DEVELOPED BY THE ENGINEER AND IS NOT AUTHORIZED BY THE ENGINEER FOR USE BYOTHERS. ELECTRONIC INFORMATION PROVIDED BY THE ENGINEER SHALL ONLY BE APPLICABLEFOR IMPROVEMENTS DESIGNED BY THE ENGINEER AND WHICH ARE SPECIFICALLY DESIGNATED BYCONSTRUCTION NOTES AND/OR DETAILS ON THE SIGNED AND SEALED CONTRACT DOCUMENTS.IF DIGITAL FILES ARE OBTAINED WITH THE INTENT TO USE THEM FOR PROJECT STAKING, THEYSHALL ONLY BE USED BY A QUALIFIED ENGINEER OR LAND SURVEYOR REGISTERED IN THE STATEOF CALIFORNIA. DIGITAL INFORMATION SHALL ONLY BE USED FOR STAKING HORIZONTAL LOCATIONOF PROPOSED IMPROVEMENTS AFTER IT HAS BEEN CONFIRMED WITH THE SIGNED AND SEALEDCONSTRUCTION CONTRACT DOCUMENTS.THE DIGITAL DRAWINGS ARE NOT INTENDED TO BE USED DIRECTLY FOR CONTROL OFCONTRACTOR'S GRADING OPERATIONS WITHOUT STAKING BY ENGINEER OR LAND SURVEYOR. THEINTERSECTION OF PROPOSED CUT AND FILL SLOPES WITH EXISTING GRADE IS APPROXIMATEWHERE SHOWN ON THE DRAWINGS AND SHALL BE CONFIRMED BY FIELD STAKING. IT IS THECONTRACTOR'S RESPONSIBILITY TO CONSTRUCT SLOPES IN CONFORMANCE WITH THE SPECIFIEDAND DETAILED REQUIREMENTS CONTAINED IN THE CONTRACT DOCUMENTS.CITY OF SAN LUIS OBISPO GENERAL NOTES:1.ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THEUTILITIES AND PUBLIC WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OFTHE ENGINEERING STANDARDS AND STANDARD SPECIFICATION. THE CURRENT ADOPTED STANDARDSARE DATED MAY 2018.2.A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY ORWITHIN CITY EASEMENTS FOR CONNECTIONS TO PUBLIC UTILITIES. WORK REQUIRING ANENCROACHMENT PERMIT INCLUDES BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER,FIRE SERVICE LATERALS, CURB, GUTTER, SIDEWALK, DRIVEWAY APPROACHES, SIDEWALKUNDERDRAINS, STORM DRAIN IMPROVEMENTS, STREET TREE PLANTING OR PRUNING, CURB RAMPS,STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.3.CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT (805) 781-7554 WITH AT LEAST A 48 HOURNOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OF FINAL INSPECTION.4.A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKSDEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.5.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OR TRENCHING GREATER THAN 5 FEET INDEPTH. A COPY OF THE ANNUAL, PROVISIONAL, OR TEMPORARY PERMIT SHALL BE PROVIDED TO THEBUILDING DIVISION PRIOR TO BUILDING, UTILITY, AND/OR GRADING PERMIT ISSUANCE IF APPLICABLE.6.ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER, SIDEWALK OR DRIVEWAY APPROACHSHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.7.THE CONTRACTOR SHALL FOLLOW THE REQUIREMENTS OF THE UTILITY DEPARTMENT SEWERABANDONMENT POLICY. THIS POLICY STATES THAT ALL SEWER LATERALS SHALL BE ABANDONED ATTHE MAIN PRIOR TO ANY DEMOLITION UNLESS THAT LATERAL IS INTENDED FOR REUSE AND IT PASSESA VIDEO INSPECTION.8.EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OFTHE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTIONAND GROUND DISTURBING ACTIVITIES.9.THE ADJOINING STREET AND SIDEWALK SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST,MUD, AND CONSTRUCTION DEBRIS AT THE END OF EACH WORKING DAY.10.ALL DISTURBED SURFACE SLOPES, SLOPED FOUR HORIZONTAL TO ONE VERTICAL (4:1) AND GREATERAND AREAS USED TO CONVEY CONCENTRATED DRAINAGE SHALL BE PREPARED AND MAINTAINED TOCONTROL EROSION BY EFFECTIVE PLANTING TO BE COMPLETED NO LATER THAN 30 DAYS PRIOR TO AREQUEST FOR FINAL INSPECTION.11.TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WHEN PERMANENT IMPROVEMENTS,PLANTINGS, AND FACILITIES ARE IN PLACE. TEMPORARY MEASURES SHALL BE REMOVED PRIOR TOFINAL INSPECTION APPROVALS.12.HAND DIGGING IS REQUIRED WITHIN THE DRIPLINE OF TREES TO REMAIN; ANY EXPOSED ROOTSSHALL BE OBSERVED BY CITY ARBORIST BEFORE REMOVING. CONTACT CITY ARBORIST RON COMBSAT (805) 781-7023 BEFORE COMMENCING WITH DEMOLITION, GRADING, OR EXCAVATIONS.13.TREE REMOVALS REQUIRE A SEPARATE TREE REMOVAL PERMIT. APPLICATION LOCATED HERE:HTTP://WWW.SLOCITY.ORG/HOME/SHOWDOCUMENT?ID=4685 Oct 12, 2022 3:56pm, Evan Revisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1229 Carmel Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENIC 77354TSCTAEFOIGER AIOFILACLIVNR RERPS DE RET FONOILAGNEISSKA T H L EEN ALLWINENDIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT05510HORIZONTAL SCALE: 1" = 5' 1150 LAUREL LANE SE RETAIL ADA REMEDIATION 1150 LAUREL LANE SAN LUIS OBISPO, CA 93401EMDKEA10.12.2022181058GRADING ANDDRAINAGE SHEETC-2.11POST PERMIT WIDEN WALK2.3.4.5.141MATCHLINE SEE SHEET C-2.2MATCHLINE THIS SHEETMATCHLINE THIS SHEET SEE BANG THE DRUM ADAREMEDIATION, ASHLEY ANDVANCE PROJECT #181058CITY OF SAN LUIS OBISPOAPPLICATION #:GRAD 0034-2020 0200200400HORIZONTAL SCALE: 1" = 200' PROPERTY LINE(E)BUILDINGNGENERAL NOTES:ALL DEMOLITION AND GRADING SHALL BE IN COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED INTHE SOILS REPORT PREPARED BY EARTH SYSTEMS, FILE NO. 302473-002, DATED JANUARY 11, 2019 ANDALL ADDENDA TO THE REPORT SHALL BE CONSIDERED PART OF THESE PLANS. CONTRACTOR SHALLCONTACT SOILS ENGINEER PRIOR TO START OF DEMOLITION WORK.CONTACT: KEITH P. ASKEW, PE PHONE: (805) 544-3276SITE CONSTRUCTION NOTES:CONSTRUCT ASPHALT DRIVEWAY SECTION PER DETAIL 6, SHEET C-4.1.CONSTRUCT 4" PCC FLATWORK PER DETAIL 7, SHEET C-4.1.PARKING STRIPING PER CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS.INSTALL ADA PARKING SIGN PER DETAIL 4, SHEET C-4.1 AND CBC 11B-502.6.INSTALL ADA DETECTABLE SURFACE PER CBC 11B-705. THE DETECTABLE WARNING SHALLCONTRAST VISUALLY WITH THE ADJOINING SURFACES. COLOR YELLOW CONFORMING TOFEDERAL COLOR NO. 33538, AS SHOWN IN TABLE IV OF STANDARD NO. 595C.INSTALL ADA STRIPING, 4" WIDE BLUE PAINTED STRIPES AT 36" O.C. WITH "NO PARKING" IN 12"TALL WHITE PAINTED LETTERS, PER CBC 11-502.3.3.WHEEL STOP PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 2260.CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE OF (E) STAIRS. IF NECESSARY, REPLACESTAIRS PER DETAIL 1, THIS SHEET AND CBC SECTION 11B-504. INSTALL HANDRAIL PER DETAIL "2",THIS SHEET AND CBC 11B-505. STAIR TREADS MUST HAVE A CONTRASTING STRIPE PER CBC11B-504.4.1 AND HANDRAILS MUST EXTEND BEYOND THE TOP AND BOTTOM RISERS PER CBC11B-505.10.2 AND 11B-505.10.3 RESPECTIVELY.INSTALL ADA SIGN WITH DIRECTIONAL ARROW WHERE APPLICABLE PER CBC 11B-216.6 AND11B-703.7.2.1.INSTALL TYPICAL ADA PAVEMENT SYMBOL PER CBC1109A.8.8 AND DETAIL "5", SHEET C-4.1.PLACE FIBER ROLL PER DETAIL "2" SHEET C-4.1.SAWCUT AND REPAIR (E) ASPHALT PER DETAIL "3", SHEET C-4.1.CONSTRUCT NEW PILASTER PER ARCHITECTURAL AND STRUCTURAL PLANS12345678910111213SEE SHEET C-2.3SEE THIS SHEETSEE SHEET C-2.2SITE MAP252.56 THRESHOLD252.56 THRESHOLDMATCH (E) GRADE2222MATCH (E) GRADE1.5%MAX 1.5% MAX 1.5%MAX 1.5% MAX 1.5% MAX 11111128.0'7.9'7.8'8.0'1CONCRETE STAIRWAY DETAILNTS#4 BAR @ 12" OC1 1/2" MIN COVER TOP3" MI COVER BOTTOM12" TYP4" MIN, 7" MAX#4 BAR EACH STEP1/2" RADIUSTYP.12"12"12"12"6" TYP2POURED-IN-PLACE HANDRAIL POST DETAILNTS27" MIN 1/2" RADIUS12"FINISHEDSURFACEFINISHEDGRADE6"12" MAX 18" MIN EMBEDMENTCAST POST IN PLACE(2) #4 BAR8"HANDRAIL1 3/4" MINIMUM2 1/4" MAXIMUMCROSS-SECTION34" TO 38"TOP OF RAIL8(E) STORM DRAIN(E) STORM DRAIN(E) STORMDRAIN(E) STORM DRAINMANHOLE(E) STORM DRAIN(E) SANITARYSEWER LINE(E) SANITARYSEWER LINE13TYP.5.3'WALKWAY PER WAREHOUSEREMODEL 31 APTS PERMIT#BLDG 1885-2020NEW DOOR LOCATIONPER TENANT IMPROVEMENTSNEW DOOR LOCATIONPER TENANT IMPROVEMENTS252.56 THRESHOLDWALKWAY PER WAREHOUSEREMODEL 31 APTS PERMIT#BLDG 1885-2020WALKWAY PER WAREHOUSEREMODEL 31 APTS PERMIT#BLDG 1885-20201111111111111111 FS(251.9 FG)254.10 TW252.44 FS254.08 TW252.43 FS254.09 TW252.42 FS254.10 TW252.43 FS(251.4 FG)(251.9 FG)(252.1 FG)XXX X XXSDSDW7.5%1.1%8.2%1.4%8.0%1.1%1.4%1.6%2.4%2.0%3.5%STORM DRAIN INLET: 246.65INVERT: 240.25DROP INLET: 245.36INVERT: 242.91SDCOWEWWWTVGE8RW249248251250251250249248251250249251250249251250249251250249251249249248247246252252252252252252248250 ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 all jobs\181058 - 1160 laurel creek - braff\02_working drawings\se retail construction\06_post permit\GRADING SHEET.dwg, C-2.2, Oct 12, 2022 3:56pm, Evan Revisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1229 Carmel Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENIC 77354TSCTAEFOIGER AIOFILACLIVNR RERPS DE RET FONOILAGNEISSKA T H L EEN ALLWINENDIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT05510HORIZONTAL SCALE: 1" = 5' 1150 LAUREL LANE SE RETAIL ADA REMEDIATION 1150 LAUREL LANE SAN LUIS OBISPO, CA 93401EMDKEA10.12.2022181058GRADING ANDDRAINAGE SHEETC-2.21POST PERMIT WIDEN WALK2.3.4.5.141MATCHLINE SEE SHEET C-2.3MATCHLINE SEE THIS SHEET MATCHLINE SEE THIS SHEET0200200400HORIZONTAL SCALE: 1" = 200' PROPERTY LINE(E)BUILDINGNGENERAL NOTES:ALL DEMOLITION AND GRADING SHALL BE IN COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED INTHE SOILS REPORT PREPARED BY EARTH SYSTEMS, FILE NO. 302473-002, DATED JANUARY 11, 2019 ANDALL ADDENDA TO THE REPORT SHALL BE CONSIDERED PART OF THESE PLANS. CONTRACTOR SHALLCONTACT SOILS ENGINEER PRIOR TO START OF DEMOLITION WORK.CONTACT: KEITH P. ASKEW, PE PHONE: (805) 544-3276SEE SHEET C-2.3SEE SHEET C-2.1SEE THIS SHEETSITE MAP252.52 THRESHOLD252.58 THRESHOLD252.44 THRESHOLD252.56 THRESHOLD252.52 FF222222MAX1.5% MAX 1.5% MAX 1.5% MAX1.5% MAX 1.5%MATCH (E) GRADEMATCH (E)GRADESMATCH (E) GRADESITE CONSTRUCTION NOTES:CONSTRUCT ASPHALT DRIVEWAY SECTION PER DETAIL 6, SHEET C-4.1.CONSTRUCT 4" PCC FLATWORK PER DETAIL 7, SHEET C-4.1.PARKING STRIPING PER CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS.INSTALL ADA PARKING SIGN PER DETAIL 4, SHEET C-4.1 AND CBC 11B-502.6.INSTALL ADA DETECTABLE SURFACE PER CBC 11B-705. THE DETECTABLE WARNING SHALLCONTRAST VISUALLY WITH THE ADJOINING SURFACES. COLOR YELLOW CONFORMING TOFEDERAL COLOR NO. 33538, AS SHOWN IN TABLE IV OF STANDARD NO. 595C.INSTALL ADA STRIPING, 4" WIDE BLUE PAINTED STRIPES AT 36" O.C. WITH "NO PARKING" IN12" TALL WHITE PAINTED LETTERS, PER CBC 11-502.3.3.WHEEL STOP PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 2260.CONTRACTOR TO FIELD VERIFY ADA COMPLIANCE OF (E) STAIRS. IF NECESSARY, REPLACESTAIRS PER DETAIL 1, SHEET C-2.1 AND CBC SECTION 11B-504. INSTALL HANDRAIL PERDETAIL 2, SHEET C-2.1 AND CBC 11B-505. STAIR TREADS MUST HAVE A CONTRASTINGSTRIPE PER CBC 11B-504.4.1 AND HANDRAILS MUST EXTEND BEYOND THE TOP ANDBOTTOM RISERS PER CBC 11B-505.10.2 AND 11B-505.10.3 RESPECTIVELY.INSTALL ADA SIGN WITH DIRECTIONAL ARROW WHERE APPLICABLE PER CBC 11B-216.6 AND11B-703.7.2.1.INSTALL TYPICAL ADA PAVEMENT SYMBOL PER CBC1109A.8.8 AND DETAIL "5", SHEET C-4.1.PLACE FIBER ROLL PER DETAIL "2" SHEET C-4.1.SAWCUT AND REPAIR (E) ASPHALT PER DETAIL "3", SHEET C-4.1.PILASTER PER ARCHITECTURAL AND STRUCTURAL PLANS FOR PERMIT #BLDG-1885-2020REPLACE SHORT RETAINING WALL IN KIND1234567891011121314111111117.8'6.9'7.8'8.1'4.1'88(E) STORM DRAIN(E) SANITARYSEWER LINE(E) SANITARYSEWER LINE(E) STORM DRAIN(E) WATER SERVICE(E) STORM DRAIN(E) WALL(E) CURB(E) WALKWAY(E) WALKWAY13TYP.13TYP.5.5'1422222NEW DOOR LOCATIONPER TENANT IMPROVEMENTSMAX 1.5%7.9'WALKWAY PER WAREHOUSEREMODEL 31 APTS PERMIT#BLDG 1885-2020MATCHLINE SEE SHEET C-2.1252.44 THRESHOLDNEW DOOR LOCATIONPER TENANT IMPROVEMENTS111111111111111111 FS)(246.10 FS)(246.11 FS)(246.07 FS)(247.39 FS)(247.37 FS)(247.81 FS)(247.82 FS)245.89 FS245.89 FS246.05 FS246.05 FS246.06 FS246.05 FS246.05 FS246.06 FS245.91 FS245.91 FS245.91 FS245.90 FSXXX X XX SDSDW7.5%1.1% 8.2% 1.4%8.0% 1.1% 1.4% 1.6% 2.4% 2.0% 3.5%STORM DRAIN INLET: 246.65 INVERT: 240 .25DROP INLET: 245 .36INVERT: 242 .91SDCO W EW W WTVG E8RW249248251 250251250 249 248 251 250 249 251250249 251250249251250249 251 249 249 248 247 246 252 252 252 252252 252248 250 ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 all jobs\181058 - 1160 laurel creek - braff\02_working drawings\se retail construction\06_post permit\GRADING SHEET.dwg, C-2.3, Oct 12, 2022 3:56pm, Evan Revisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1229 Carmel Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENIC 77354TSCTAEFOIGER AIOFILACLIVNR RERPS DE RET FONOILAGNEISSKA T H L EEN ALLWINENDIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT05510HORIZONTAL SCALE: 1" = 5' 1150 LAUREL LANE SE RETAIL ADA REMEDIATION 1150 LAUREL LANE SAN LUIS OBISPO, CA 93401EMDKEA10.12.2022181058GRADING ANDDRAINAGE SHEETC-2.31POST PERMIT WIDEN WALK2.3.4.5.141N0200200400HORIZONTAL SCALE: 1" = 200' PROPERTY LINE(E)BUILDINGGENERAL NOTES:ALL DEMOLITION AND GRADING SHALL BE IN COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED INTHE SOILS REPORT PREPARED BY EARTH SYSTEMS, FILE NO. 302473-002, DATED JANUARY, 2019 AND ALLADDENDA TO THE REPORT SHALL BE CONSIDERED PART OF THESE PLANS. CONTRACTOR SHALL CONTACTSOILS ENGINEER PRIOR TO START OF DEMOLITION WORK.CONTACT: KEITH P. ASKEW, PE PHONE: (805)544-3276MATCHLINE SEE SHEET C-2.2 SITE CONSTRUCTION NOTES:CONSTRUCT ASPHALT DRIVEWAY SECTION PER DETAIL 6, SHEET C-4.1.CONSTRUCT 4" PCC FLATWORK PER DETAIL 7, SHEET C-4.1.PARKING STRIPING PER CITY OF SAN LUIS OBISPO STANDARDS AND SPECIFICATIONS.INSTALL ADA PARKING SIGN PER DETAIL "4", SHEET C-4.1 AND CBC 11B-502.6.INSTALL ADA DETECTABLE SURFACE PER CBC 11B-705. THE DETECTABLE WARNING SHALLCONTRAST VISUALLY WITH THE ADJOINING SURFACES. COLOR YELLOW CONFORMING TOFEDERAL COLOR NO. 33538, AS SHOWN IN TABLE IV OF STANDARD NO. 595C.INSTALL ADA STRIPING, 4" WIDE BLUE PAINTED STRIPES AT 36" O.C. WITH "NO PARKING" IN12" TALL WHITE PAINTED LETTERS, PER CBC 11-502.3.3.WHEEL STOP PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 2260.SAWCUT AND REPAIR (E) ASPHALT PER DETAIL "3", SHEET C-4.1.CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL "8", SHEET C-4.1.INSTALL TYPICAL ADA PAVEMENT SYMBOL PER CBC1109A.8.8 AND DETAIL "5", SHEET C-4.1.PLACE FIBER ROLL PER DETAIL "2" SHEET C-4.1.INSTALL ADA SIGN WITH DIRECTIONAL ARROW WHERE APPLICABLE PER CBC 11B-216.6 AND11B-703.7.2.1.PLACE INLET PROTECTION PER DETAIL "11", SHEET C-4.1.CONCRETE WASHOUT PER DETAIL "11", SHEET C-4.1.INSTALL TOW AWAY SIGN PER DETAIL "1", SHEET C-4.1.CONSTRUCT NEW PILASTER PER ARCHITECTURAL AND STRUCTURAL PLANS1234567891011121314151613SEE THIS SHEETSEE SHEET C-2.1SEE SHEET C-2.2SITE MAPSD1SD2STORM DRAIN CONSTRUCTION NOTES:INSTALL 10-INCH CLASS 100 PVC STORM DRAIN LINE PER MANUFACTURERS SPECIFICATIONS ANDRECOMMENDATIONS AND DETAIL "10", SHEET C-4.1.INSTALL 24-INCH TRAFFIC RATED FLAT GRATE DRAIN PER DETAIL "9", SHEET C-4.1.CONTRACTOR TO RAISE GRATE OF (E) CATCH BASIN AS REQUIRED.SD1SD2SD3TYPTYP7TYP108885MATCH (E)ELEVATIONSMATCH (E)ELEVATIONSMATCH (E)ELEVATIONSMATCH (E)ELEVATIONSSD399MAX1.5%2MAX 1.5%MAX1.5%MAX 1.5%MAX1.5%MAX 1.5%MAX1.5%MAX 1.5%MAX1.5%9.00'5.00'9.00'5.00'9.00'9.00'9.00'8.00'11.41'11.42'18.00'11666444444245.80 TG245.80 TG245.80 TG245.80 TG245.97 TG245.97 TG245.97 TG245.97 TG(E) BUILDING124.2'4.0'131314553.00'3.00'1515(E) STORM DRAIN(E) WATERSERVICE(E) STORM DRAINSTRUCTURE(E) STORMDRAIN(E) CURB161161 ABCDEFGHIABCDEFGHI1234567S:\All Jobs\2018 all jobs\181058 - 1160 laurel creek - braff\02_working drawings\se retail construction\06_post permit\DETAIL SHEET.dwg, C-4.1, Oct 12, 2022 3:57pm, Evan Revisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1229 Carmel Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENIC 77354TSCTAEFOIGER AIOFILACLIVNR RERPS DE RET FONOILAGNEISSKA T H L EEN ALLWINE1150 LAUREL LANE SE RETAIL ADA REMEDIATION 1150 LAUREL LANE SAN LUIS OBISPO, CA 93401EMDKEA10.12.2022181058DETAIL SHEETC-4.11POST PERMIT WIDEN WALK2.3.4.5.1413PAVEMENT CONNECTIONNOTE:1.PAINT EDGE OF EXISTING ASPHALT WITH TACK COAT PRIOR TO PAVING.CRACK SEAL JOINT AFTER PAVING OPERATION HAS BEEN COMPLETED.2.REMOVE EXISTING TEMPORARY ASPHALT SURFACE COURSE AND MIN1" OF AGGREGATE BASE COURSE AND REPLACE AT SAME ELEVATIONAS THE EXISTING PERMANENT ASPHALT PER ASPHALT CONCRETEPAVEMENT TYPE AC2, SEE DETAIL.11CRACK SEAL, TYP,SEE NOTEPREPAREDSUBGRADEEXISTINGPAVEMENTEXISTINGBASE COURSESAW CUT 2' MIN JUSTPRIOR TO PAVINGEDGE OFEXISTINGPAVEMENTNEW PAVEMENTNEW BASECOURSEACCESSIBILITY SYMBOL1.MINIMUM 5" x 5" DECAL LOCATEDBY PRIMARY ENTRANCE2.MINIMUM 36" x 36" PAINTEDSYMBOL AT PARKING STALLS.3.BACKGROUND TO BE BLUE,WHEELCHAIR TO BE WHITEINTERNATIONAL SYMBOL OF ACCESSIBILITY2" WHITE PERIMETER5SCALE: N.T.S.ACCESSIBLE PARKING STALL SIGN9"24"+80" MIN. TO BTM OFLOWEST SIGN.12''MINIMUMPARKINGFINE $250ONLYVANACCESSIBLE1 1/2" R TYPMETAL SIGN 70 SQ. IN. MIN. W/ WHITELETTERING ON BLUE BACKGROUND. TEXT"RESERVED FOR DISABLED". SIGN TO BECENTERED AT INTERIOR END OF STALL."VAN ACCESSIBLE" SIGN ATVAN STALLS. SEE SITE PLANFOR LOCATIONS2"Ø GALV. POLE W/ CAP12" Ø X 36" DEEPCONCRETE FTG. CROWNCAP TO DRAIN.SCALE: N.T.S.4SCALE: N.T.S.TOW AWAY SIGN+80" MIN. TO BTM OFLOWEST SIGN.NOTE:PROVIDE SIGN AT MAIN PROPERTY ENTRY IF NOT EXISTING24''24''UNAUTHORIZED VEHICLES PARKEDIN DESIGNATED ACCESSIBLESPACES NOT DISPLAYINGSPECIAL LICENSE PLATES ISSUEDDISTINGUISHING PLACARDS ORWILL BE TOWED AWAYFOR PERSONS WITH DISABILITIESAT THE OWNER'S EXPENSETOWED VEHICLESWILL BE RECLAIMED BYSAN LUIS OBISPO POLICE DEPT.TELEPHONING CITY OFMETAL SIGN 70 SQ.IN. MIN. W/ 1"WHITE LETTERING ON BLUEBACKGROUND STATING:"UNAUTHORIZED VEHICLES PARKEDIN DESIGNATED ACCESSIBLE SPACESNOT DISPLAYING DISTINGUISHINGPLACARDS OR SPECIAL LICENSEPLATES ISSUED FOR PERSONS WITHDISABILITIES WILL BE TOWED AWAYAT THE OWNER'S EXPENSE"1 1/2" R TYP2"Ø GALV. POLE W/ CAP12" Ø X 36" DEEPCONCRETE FTG. CROWNCAP TO DRAIN.1SCALE: N.T.S.805-781-73176TYPICAL ASPHALT DRIVEWAY SECTION1"=1'ACTUAL THICKNESS OF A.C. PAVEMENT ANDAGGREGATE BASE SHALL BE DETERMINEDDURING CONSTRUCTION BY THE GEOTECHNICALENGINEER PURSUANT TO R-VALUE TESTING ANDSTANDARD 2210.3" AC PAVEMENT8" CLASS II AGGREGATE BASECOMPACT TO 95% MAX DENSITY12" SUBGRADESCARIFY AND COMPACTTO MIN 95% MAX DENSITY2STRAW WADDLE DETAIL1"=1'8" DIA MINFIBER ROLL3/4"x3/4"x2' MINWOOD STAKE4' MAX INTERVAL2" MIN4" MAX12" MIN8CONCRETE RIBBON GUTTER DETAILNTSPAVEMENT GRADE1/8" ABOVEGUTTER LIP(3) #4 BARS~16.5"6"~16.5"6.0%~33"FINISHEDSURFACE6.0%9TRAFFIC FLAT INLET DETAILNTSDRAIN LINESIZE PER PLANJENSEN PRECAST EXTENSIONOR APPROVED EQUALSIZE PER PLANJENSEN PRECAST DROP INLETOR APPROVED EQUALSIZE PER PLANINVERT PER PLANH-20 RATED STEEL GRATEJENSEN EXTENSION WITH FRAME CAST-INSIZE PER PLANPAVEMENT GRADE 1/8"ABOVE TOP OF GRATETOP OF GRATE PER PLANCOMPACT SUBGRADE PERMANUFACTURER SPECS10STORM DRAIN TRENCH DETAILNTSPIPE OD+16"4" BEDDINGIMPORTED CLEAN SAND>90% PASSING NO. 4 SIEVE<5% PASSING NO. 200 SIEVECOMPACT TO MIN. 90% MAX.DENSITY BEFORE PLACING PIPE.12" MINIMUMDEPTH OF COVER6"INITIAL BACKFILLIMPORTED CLEAN SANDOR NATIVE MATERIAL IFINORGANIC WITH <10% FINES.COMPACT TO MIN. 90% MAX.DENSITY IN 6" LIFTSFINAL BACKFILL IMPORTED OR NATIVEFREE OF ORGANICS &DELETERIOUS MATERIALCOMPACT TO MIN. 90% MAX.DENSITY IN 6" LIFTSUNPAVED AREAPAVED AREACLASS 100 PVCDIMENSIONS SHOWN AS APPROXIMATE,CONTRACTOR TO MATCH EXISTING CONCRETERIBBON GUTTER11INLET PROTECTION DETAILNTSCONCRETE CATCH BASIN INLETPIPE DRAIN INLETSILT TRAPS SHALL BE MAINTAINED ANDCLEANED BY CONTRACTOR DURING RAINFALLAS NECESSARY TO MAINTAIN INFLOW TO BASINLESS THAN12"12" X 12"OR LARGERSTEEL OR CASTIRON GRATEFILTER FABRIC ANCHOREDIN PLACE BY GRATEGRATEFILTER FABRIC HELD IN PLACE WITH4 BRICKS, ONE AT EACH CORNER7TYPICAL CONCRETE WALKWAY SECTIONNOT TO SCALEACTUAL THICKNESS OF CONCRETE ANDAGGREGATE BASE SHALL BE DETERMINEDDURING CONSTRUCTION BY THE GEOTECHNICALENGINEER PURSUANT TO R-VALUE TESTING.4" CONCRETE PAVEMENT4" SAND BEDCOMPACT TO 95% MAX DENSITY12" SUBGRADESCARIFY AND COMPACTTO MIN 95% MAX DENSITY18" MAXTHICKENED EDGE WHERE PAVEMENTNOT BOUNDED BY HARDSCAPE,POURED MONOLITHICALLY2"#4 BARS @ 18" OCEW12" MINEMBED8"2:1 MAX SLOPE1 1 From:Travis Dunn <travis@westpacinv.com> Sent:Tuesday, June 20, 2023 1:19 PM To:Nelson, Trevor Cc:Chuck Braff Subject:RE: KIVA TCO Invoice Attachments:(1) (2).jpg; (0) (2).jpg This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Please find attached the field stamped updated electrical plan for the Kiva Office TI at 1150 Laurel Lane. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: Nelson, Trevor <tnelson@slocity.org> Sent: Wednesday, June 14, 2023 3:57 PM To: Travis Dunn <travis@westpacinv.com> Cc: Chuck Braff <chuck@westpacinv.com> Subject: KIVA TCO Invoice Travis, Please see the attached invoice for your recent TCO request. Note: this is just a fee invoice, not approval. Thank you, Trevor Nelson Supervising Building Inspector Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 slocity.org Stay connected with the City by signing up for e-notifications From: no-reply@slocity.org <no-reply@slocity.org> Sent: Wednesday, June 14, 2023 1:26 PM 2 To: Nelson, Trevor <tnelson@slocity.org>; Loew, Michael <Mloew@slocity.org>; Maggio, Rodger <rmaggio@slocity.org> Subject: A form has been submitted. Click here to view the submission in a Web browser. After reviewing it, you can make your approval decision. Click here to open this task in Forms. 1 From:Bryan Mott <bryan@alphafsa.com> Sent:Tuesday, June 20, 2023 4:07 PM To:Hutchinson, Julianna Cc:Travis Dunn; Nelson, Trevor; Chuck Braff; Goose Subject:Re: Kiva Office TI - Smoke Duct Detector Test Attachments:COR-2 DESIGN AND RESUBMIT.pdf Ok, we will submit the changes. Travis, Please see attached COR for design changes and resubmittal. Bryan, On Tue, Jun 20, 2023 at 3:57 PM Hutchinson, Julianna <JHutchin@slocity.org> wrote: Hi Brian, Any deviations from the approved plans requires a revision. As-builts are intended to show locations of approved devices if they needed to be relocated due to conflicting equipment during install. This is something Rodger directed me to enforce for all projects going forward but this will not hold up a TCO for the space. Thank you, Julianna M. Hutchinson Fire Inspector I Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E JHutchin@slocity.org T 805.783.7805 C 805.431.2217 slocity.org 2 Stay connected with the City by signing up for e-notifications From: Bryan Mott <bryan@alphafsa.com> Sent: Tuesday, June 20, 2023 2:11 PM To: Hutchinson, Julianna <JHutchin@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Nelson, Trevor <tnelson@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Goose <ductsbygoose@gmail.com> Subject: Re: Kiva Office TI - Smoke Duct Detector Test Hi Julianna, We would normally add these devices to the asbuilt drawings that are left on site. Please confirm that this is acceptable? Thanks, Bryan On Tue, Jun 20, 2023 at 2:02 PM Hutchinson, Julianna <JHutchin@slocity.org> wrote: Hi Travis, Are those duct detectors shown on the fire alarm plans? If not, please submit a revision to the fire alarm plans along with any other device changes on those plans. Thank you, 3 Julianna M. Hutchinson Fire Inspector I Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E JHutchin@slocity.org T 805.783.7805 C 805.431.2217 slocity.org Stay connected with the City by signing up for e-notifications From: Travis Dunn <travis@westpacinv.com> Sent: Tuesday, June 20, 2023 1:34 PM To: Hutchinson, Julianna <JHutchin@slocity.org> Cc: Nelson, Trevor <tnelson@slocity.org>; Bryan Mott <bryan@alphafsa.com>; Chuck Braff <chuck@westpacinv.com>; Goose <ductsbygoose@gmail.com> Subject: Kiva Office TI - Smoke Duct Detector Test This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Julianna, Per our conversation we have scheduled an inspection for the smoke duct detectors installed in the Kiva Office TI project at 1150 Laurel Lane for Thursday, June 22 at 3:00 PM. Attached are the updated Mechanical plans showing the 3 smoke duct detectors that were installed. We look forward to seeing you on Thursday. Thank you, 4 Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com -- Bryan Mott - Alarm Manager Alpha Fire Unlimited phone: (805) 541-2527 mobile: (805) 801-9260 email: erik@alphafsa.com Lic C-10, C-16, 761360 ACO # 5365 E#2466 650 Sweeney Lane, San Luis Obispo, CA 93401 Website • Facebook • Instagram __________________________________________________ Confidentiality Notice: This communication and any attachments contain information that is proprietary, confidential, and/or legally privileged. It is solely intended for the recipient(s) or entity(s) listed above to whom the information was originally transmitted. If you are not an originally intended recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited and you are instructed to delete this e-mail immediately. -- 5 Bryan Mott - Alarm Manager Alpha Fire Unlimited phone: (805) 541-2527 mobile: (805) 801-9260 email: erik@alphafsa.com Lic C-10, C-16, 761360 ACO # 5365 E#2466 650 Sweeney Lane, San Luis Obispo, CA 93401 Website • Facebook • Instagram __________________________________________________ Confidentiality Notice: This communication and any attachments contain information that is proprietary, confidential, and/or legally privileged. It is solely intended for the recipient(s) or entity(s) listed above to whom the information was originally transmitted. If you are not an originally intended recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited and you are instructed to delete this e-mail immediately. Exhibit F page 2 of 2 Project Address City SLO State - Zip Onsite point of contact phone Date submitted Prepared by Alpha Fire change order # Trade Task Hours Rate / hourly Extension 1 Fire alarm technician Install wire and boxes, add monitor modules, programming and additional testing 0.0 155.00$ -$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ Supplier Description Qty Unit Price Extension 1 plenum rated fire alarm wire and boxes 0 250.00$ -$ 2 0 124.00$ -$ 3 0 78.00$ -$ 4 0 198.00$ -$ 5 -$ 6 -$ 7 -$ Supplier Description Qty Rate Extension 1 MONITOR MODULES 0 85.00$ -$ 2 0 -$ -$ 3 0 -$ -$ 4 Alpha Fire Truck Charge, per day.0 150.00$ -$ Description Qty Rate Extension 1 In-house designer 4 150.00$ 600.00$ 2 Project Manager 1 150.00$ 150.00$ 3 FREIGHT SHIPPING 0 105.00$ -$ 4 -$ -$ -$ -$ -$ 750.00$ 10% 75.00$ 825.00$ MARK UP PER CONTRACT TERMS INCLUDES OHP LABOR MATERIALS COR-1 Design Changes TRAVIS 6/20/2023 BRYAN MOTT Administration Total ALPHA FIRE CHANGE ORDER BACK UP 650 SWEENEY LANE. -- SAN LUIS OBISPO, CA 93401 -- 805.541.2324 LAUREL CREEK KIVA CA Additionally required construction days: 4 Total prepare plans and resubmit for additonal devices. Excludes any additional permit costs. Permit costs extra EQUIPMENT ENGINEERING / ADMINISTRATION Materials total Equipment Total Reason For Change Order: SUMMARY Labor Total PROJECT SITESEE SHEET A1.00 FOR FULL CODE ANALYSIS & BUILDING AREA BREAKDOWNADDRESS:1150 LAUREL LANESAN LUIS OBISPO, CAAPN:004-962-018LOT AREA:PARCEL 1 (M-MU):9.7 ACRES NET (422,532 SF)10.0 ACRES GROSS (435,600 SF)LOCAL ZONING:M-MU (MANUFACTURING-MIXED USE)/MIXED USE IS REQUIRED IN MU OVERLAY ZONEOCCUPANCY GROUPS:B (OFFICE) -SUITE 180CONSTRUCTION TYPES:TYPE III-BSPRINKLERS:YES (NFPA-13)BUILDING AREA:FIRST LEVEL69,900 SFFIRST LEVEL WAREHOUSE89,330 SFTOTAL FIRST FLOOR159,230 SFSECOND LEVEL35,484 SFTENANT AREA:SUITE 180/182 -OFFICE7,525 SFA. AFTER INSTALLATION OF THERMAL INSULATION, THE CONTRACTOR SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING AT THE SATISFACTION OF THE BUILDING INSPECTOR, A CERTIFICATE SIGNED BY THE INSTALLER AND THE CONTRACTOR STATING THAT THE MATERIALS AND INSTALLATION CONFORMS WITH THE CURRENT REQUIREMENTS OF CEC SECTION 118 AND SECTION 150 (A), (B), (C), (D), AND (L). THE CERTIFICATE SHALL INCLUDE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED "R" VALUE, AND (WHERE LOOSE-FILLED INSULATION IS INSTALLED) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CORRESPONDING TO THE MANUFACTURER'S LABELED DENSITY FOR THE REQUIRED "R" VALUE.B. THE CONTRACTOR SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, COOLING, WATER, HEATING AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND PRINTED INSTRUCTION ON HOW TO USE THEM EFFECTIVELY.C. ALL MECHANICAL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH UMC, CHAPTER 6 AND CEC SECTION 124 AND 150 (M).D. ALL WEATHER STRIPPING FOR EXTERIOR WINDOWS AND DOORS SHALL BE GASKETED OR OTHERWISE SEALED TO LIMIT INFILTRATION IN ACCORDANCE WITH CEC SECTION 116 (B).E. THE FOLLOWING ITEMS SHALL BE CAULKED OR OTHERWISE SEALED TO LIMIT AIR INFILTRATION AND EXFILTRATION. (CEC SECTION 116 AND 117).a. AT ALL EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN EXTERIOR WALL PANELS.b. AT ALL OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES INTO WALLS, FLOORS AND CEILING.c. AT ALL OPENINGS IN THE ATTIC FLOOR WHERE CEILING MATERIALS MEET INTERIOR AND EXTERIOR WALLS AND MASONRY.d. AT ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE NOT SPECIFICALLY MENTIONED ABOVE.F. ALL MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO INDICATE THAT THEY ARE IN COMPLIANCE WITH THE APPROPRIATE STANDARDS THAT ARE LISTED IN CEC SECTION 116.G. EXHAUST FANS OR OTHER EXHAUST SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS TO PREVENT AIR LEAKAGE IN ACCORDANCE WITH CEC SECTION 150 (M)A. ALL WORK SHALL CONFORM TO: (A) THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE AND ALL RELATED DOCUMENTS PUBLISHED BY THE I.C.C WHICH HAVE BEEN ADOPTED BY THE LOCAL GOVERNING AGENCY; (B) ALL REGULATIONS AND ORDINANCES OF ALL LOCAL GOVERNING AGENCIES; (C) ANY SPECIAL CONDITIONS REQUIRED BY THE LOCAL GOVERNING AGENCIES; AND (D) ALL CALIFORNIA STATE CODE AMENDMENTS (BUILDING STANDARDS CODE) TITLE 24.B. ALL CODES REFERENCED SHALL BE CALIFORNIA EDITIONS. THE CODES REFERENCED IN THESE PLANS ARE AS FOLLOWS:1. 2019 CALIFORNIA BUILDING CODE (CBC).2. 2019 CALIFORNIA ELECTRICAL CODE (CEC).3. 2019 CALIFORNIA MECHANICAL CODE (CMC).4. 2019 CALIFORNIA PLUMBING CODE (CPC).5. 2019 CALIFORNIA ENERGY CODE.6. 2019 CALIFORNIA HISTORICAL BUILDING CODE.7. 2019 CALIFORNIA FIRE CODE.8. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC).9. 2019 CALFORNIA REFERENCE STANDARDS CODE.10. NATIONAL FIRE CODE (NFPA).11. CITY OF SAN LUIS OBISPO MUNICIPAL CODE.C. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR FOR DIMENSIONS, GRADES, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE SHALL BE PROCEEDING AT HIS OWN RISK.D. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.E. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWINGS SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FOR DIMENSIONAL DISCREPANCIES, OR OTHER NECESSARY CLARIFICATIONS, CONTACT THE ARCHITECT IN WRITING PRIOR TO PLACEMENT OF MATERIALS.F. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE LOCAL GOVERNING AGENCY, THE ARCHITECT, AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS.G. THE ARCHITECT OF RECORD SHALL BE RESPONSIBLE FOR REVIEWING AND APPROVAL OF ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING.H. APPROVED NUMBERS OR ADDRESSES (MINIMUM 6" HIGH) SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. CONTRACTOR SHALL COORDINATE THE LOCATION WITH THE ARCHITECT AND THE FIRE DEPARTMENT.I. NO HAZARDOUS MATERIALS SHALL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN CBC TABLE 307.1(1)J. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.13.K. CONTRACTOR SHALL NOTIFY OWNER PRIOR TO COMMENCING WITH ANY WORK. CONTRACTOR SHALL CONFORM TO ANY REQUIREMENTS FOR NOISE AND DUST, CONTROL TRASH, STORAGE, WORK HOURS, SITE ACCESS, SIGNAGE, ETC. AS DIRECTED BY THE OWNER, LOCAL JURISDICTION AND/OR GOVERNING AGENCY.L. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING INSPECTIONS BY THE BUILDING DEPARTMENT AND OTHER AGENCIES AS REQUIRED.M. PROVIDE ENTRANCE AND/OR EQUIPMENT ROOM KEY(S) FOR KEY BOX UPON FINAL INSPECTION. ALL EXITS TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE.N. FIRE SPRINKLERS ARE TO BE REVIEWED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION.O. ACCESSIBILITY FOR DISABLED PERSONS WILL BE PROVIDED AS REQUIRED BY CODE.P. DIMENSIONS FOR ACCESSIBILITY FEATURES ARE SUBJECT TO CONVENTIONAL INDUSTRY CONSTRUCTION TOLERANCES ONLY WHEN STATED AS ABSOLUTE DIMENSIONS. CONSTRUCTION TOLERANCES ARE NOT ALLOWED FOR DIMENSIONS STATED AS "MAXIMUM", "MINIMUM", OR STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS.THIS PROJECT PROPOSES AN OFFICE TENANT IMPROVEMENT IN AN EXISTING SHELL BUILDING AT 1150 LAUREL LANE, SAN LUIS OBISPO, CA.THE SCOPE OF WORK INCLUDES: INTERIOR DEMISING WALLS, INTERIOR NON-STRUCTURAL FRAMING FOR TENANT SPACES, LIGHTING AND ELECTRICAL, AND MECHANICAL.NO STRUCTURAL WALLS PROPOSEDNO CHANGES IN OCCUPANCY PROPOSEDSUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARDS THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DEISGN AND SUBMITTTALS DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFFERED SUBMITTALS ARE LISTED AS FOLLOWS:1. NFPA-13 FIRE SPRINGKLER SYSTEM2. NFPA-72 FIRE ALARM SYSTEM3. EXTERIOR SIGNAGE SHALL BE SUBMITTTED UNDER A SEPARATE PERMIT APPLICATION (CBC 107.2.1)NOTE: FIRE SPRINGKLER AND FIRE ALARM PLANS SHALL BE PREAPARED BY A CALIFORNIA LICENED C-16 CONTRACTOR, AND MUST BE BORUGHT UP TO CURRENT NFPA #13 STANDARDS AND TITTLE 19, CALIFORNIA CODE OF REGULATIONS.NOTES: 1. SEE TITLE 24 REPORT FOR MORE INFORMATION.2. SEE ENERGY NOTES FOR ADDITIONAL INFORMATION.3. SEE WALL ASSEMBLIES FOR ADDITIONAL INFORMATION.FLOOR/CEILINGFLOOR/CEILING:PER ASSEMBLYWALLSINTERIOR:R-13 UNFACED BATTSPLUMBING WALLS (BAYS W/ PIPES ONLY):FILL STUD BAY W/ UNFACED BATTSSEE SHEET A2.00 FOR FULL CODE ANALYSIS & BUILDING AREA BREAKDOWNPARKING CALCULATIONSPARKING REQUIRED FOR THIS TENANT (SUITES 180,182):OFFICE (SUITE 180):1 SPACE PER 300 SF 23 SPACES(6,890 SF X 1/300 SF) TOTAL REQUIRED23 SPACESTOTAL PROVIDED23 SPACESPARKING REQUIRED FOR THE FULL BUILDING: 484.1PLEASE SEE SHEET A2.00FOR THE FULL BUILDING PARKING BREAKDOWNPARKING PROVIDED:TOTAL SURFACE PARKING:485 SPACESNORTH-EAST LOT68 SPACESNORTH LOT39 SPACESEAST LOT62 SPACESSOUTH LOT211 SPACESWEST LOT105 SPACESA.PROVIDE PORTABLE FIRE EXTINGUISHERS 2A10BC IN SUCH LOCATIONS SO THAT MAX. FLOOR TRAVEL DISTANCE DOES NOT EXCEED 75'-0" TO THE NEAREST EXTINGUISHER FROM ANY PORTION OF THE BUILDING. FIRE EXTINGUISHER CABINET LOCATIONS ARE INDICATED ON THE FLOOR PLAN AND ALL EXTINGUISHERS ARE REQUIRED TO BE ON SITE DURING CONSTRUCTION. (CFC SEC. 1002 AS AMENDED).B.ANY PERSON USING A TORCH OR OTHER FLAME PRODUCING DEVICE FOR SWEATING PIPE JOINTS FROM OR IN ANY BUILDING OR STRUCTURE SHALL PROVIDE ONE APPROVED FIRE EXTINGUISHER ON THE PREMISES WHERE SAID BURNING OPERATION IS PERFORMED. COMBUSTIBLE MATERIAL IN THE CLOSE PROXIMITY OF OPEN FLAME SHALL BE PROTECTED AGAINST IGNITION BY SHIELDING, WETTING OR OTHER MEANS. IN ALL CASES, A FIRE WATCH SHALL BE MAINTAINED IN THE VICINITY OF THE OPERATION FOR ONE-HALF HOUR AFTER THE TORCH OR FLAME-PRODUCING DEVICE HAS BEEN USED. (CFC 1109.3).C.PLAN AND SPECIFICATIONS FOR THE NFPA-13 AUTOMATIC FIRE-SPRINKLER SYSTEM AND FIRE ALARM SYSTEM SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 1001.3 & 1001.4).1.FOR FIRE-ALARM SYSTEMS EMPLOYING AUTOMATIC FIRE DETECTORS OR WATERFLOW DETECTION DEVICES, AT LEAST ONE FIRE ALARM BOX SHALL BE PROVIDED TO INITIATE A FIRE ALARM SIGNAL. THIS FIRE ALARM BOX (PULL STATION) SHALL BE LOCATED WHERE REQUIRED BY THE FIRE DEPARTMENT. (NFPA 72, 3-8.12).2.AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. ACTION OF THE ALARM SHALL BE AS SET FORTH IN UBC STANDARD NO. 9-1, CBC 904.3.2.3.SPRINKLER SYSTEMS IN BUILDINGS THAT HAVE AN UNDETERMINED USE WILL REQUIRE AN AUTOMATIC SPRINKLER SYSTEM WITH A DENSITY OF NO LESS THAN THAT REQUIRED FOR AND ORDINARY HAZARD GROUP 2 WITH A MIN. DESIGN AREA OF 3,000 SQUARE FEET. FOR BUILDINGS OF UNDETERMINED USE WITH CEILING HEIGHTS OVER 20 FEET, THE SYSTEM SHALL BE DESIGNED FOR DENSITY OF 0.33 SQUARE FEET WITH A MIN. DESIGN AREA OF 3,000 SQUARE FEET.D.AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. ACTUATION OF THE ALARM SHALL BE AS SET FORTH IN CBC STANDARD 9-1. E.THE FIRE DEPARTMENT SHALL INSPECT/APPROVE THE FOLLOWING PER (CFC ARTICLE 10):1.MATERIALS SHALL BE INSPECTED AND APPROVED PRIOR TO INSTALLATION.2.OVERHEAD SPRINKLER PIPING -PRIOR TO CONCEALMENT.3.FINAL OCCUPANCY SIGN OFF -PRIOR TO OCCUPANCY.4.ALL REQUIREMENTS SHALL BE COMPLETED PRIOR TO FINAL OCCUPANCY APPROVAL, EXCEPT AS NOTED OTHERWISE.5.THE FIRE DEPARTMENT SHALL BE GIVEN 48 HOURS MINIMUM NOTICE FOR ALL INSPECTIONS.F.THE CONTRACTOR SHALL SUBMIT PLANS AND SPECIFICATIONS FOR THE ENTIRE FIRE ALARM SYSTEM TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, CFC 14.103(A). CONTRACTOR SHALL OBTAIN AN ALARM-USER'S PERMIT FROM THE LOCAL GOVERNING AGENCY.G.CONTRACTOR SHALL INSTALL A KNOX-BOX KEY WITH APPROPRIATE KEYS FOR FIRE DEPT. EMERGENCY USE. REFER TO FLOOR PLAN FOR LOCATION. PROVIDE ENTRANCE AND / OR EQUIPMENT ROOM KEY(S) FOR KEY BOX UPON FINAL INSPECTION. KNOX BOX APPLICATION IS AVAILABLE ONLINE AT https://www.knoxbox.com/ OR CONTACT MOLLY BROWN AT 805-781-7560 OR mbrown@slocity.org. THE STANDARD KNOX BOX TO ORDER FOR PROPERTIES WITHIN THE CITY OF SAN LUIS OBISPO IS A BLACK 3200 SERIES KNOX BOX, EITHER FLUSH MOUNT OR SURFACE MOUNT, TO BE MOUNTED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT, AT A HEIGHT OF 6 FEET ABOVE GRADE. A TAMPER SWITCH IS NOT REQUIRED. THE KEY BOX SHALL BE ORDERED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT (ALLOW 7-10 BUSINESS DAYS FROM TIME OF ORDER UNTIL DELIVERY OF THE KEY BOX).H.ALL LOCKABLE EXTERIOR AND INTERIOR DOORS SHALL BE GRANDMASTER KEYED I.THE FIRE ALARM CONTROL PANEL, FIRE SPRINKLER RISER, MAIN ELECTRICAL SHUT-OFF, AND ROOF ACCESS SHALL BE LABELED WITH 1" HIGH CONTRASTING LETTERS.J.THE HOOD AND DUCT EXTINGUISHING SYSTEM IS REQUIRED TO BE CONNECTED TO THE FIRE ALARM SYSTEM.K.ADDRESS NUMBERS: NUMBERS SHALL BE CLEARLY VISIBLE FROM THE CENTERLINE OF THE ROADWAY FRONTING THE BUILDING AND THEY SHALL CONTRAST WITH THEIR BACKGROUND. NUMBER HEIGHT SHALL BE A MINIMUM OF EIGHT (8") INCHES. SEE FIRE DEPARTMENT NOTES. SUITE NUMBERS TO BE PROVIDED ON THE EXTERIOR OF THE BUILDING.1.RECYCLE 50% OF ALL NON-HAZARDOUS CONSTRUCTION DEBRIS.2.USE FSC CERTIFIED MATERIALS FOR INTERIOR FINISHES.3.USE LOW VOC WATER-BASED WOOD STAINS.4.USE LOW VOC & SOLVENT FREE ADHESIVES.5.USE LOW VOC PAINTS.6.USE LOW VOC CARPETS AND RUGS THAT MEET GREEN LABEL PLUS PROGRAM.7.PROVIDE OCCUPANCY SENSORS IN RESTROOMS.8.REFER TO GREEN BUILDING STANDARDS ON SHEETS A1.3 & A1.4 FOR ADDT'L INFO1. UNDERGROUND AND OVERHEAD SPRINKLER PIPING SHALL BE INSPECTED PRIOR TO CONCEALMENT.2. FINAL OCCUPANCY SHALL BE SIGNED-OFF PRIOR TO OCCUPANCY.3. ALL REQUIREMENTS SHALL BE COMPLETED PRIOR TO FINAL OCCUPANCY APPROVAL, EXCEPT AS NOTED OTHERWISE.4. THE FIRE DEPARTMENT SHALL BE GIVE 24 HOURS MINIMUM NOTICE FOR ALL INSPECTIONS. SAN LUIS OBISPO FIRE DEPARTMENT INSPECTOR: 805-781-7560.5. ALL PERMITS SHALL BE ISSUED PRIOR TO START OF ANY WORK.6. NOTICE: WHEN A FIRE INSPECTOR ARRIVES AT A JOB SITE FOR A SCHEDULED INSPECTION AND THE CONTRACTOR OR SUB-CONTRACTOR IS NOT READY FOR THE INSPECTION, THE CONTRACTOR OR SUB-CONTRACTOR MAY BE SUBJECT TO ADDITIONAL INSPECTION FEES AT THE DISCRETION OF THE FIRE CHIEF OF HIS OR HER DESIGNEE. THE MINIMUM CHARGE IS ONE (1) HOUR.A. REFER TO ACOUSTIC DETAILS FOR FURTHER INFORMATION.B. ALL WINDOW AND DOOR FRAMES AND SEALS SHALL BE THOROUGHY CAULKED AND WEATHER-STRIPPED TO PREVENT TO PREVENT AIR LEAK TYPE TRANSMISSION OF SOUND.C. ALL CEILING/WALL JUNCTIONS SHALL BE THOROUGHLY SEALED AND CAULKED.D. COMMON PARTITIONS SHALL BE CONTINUOUS AND OF AIRTIGHT CONSTRUCTION ON EACH SIDE, INCLUDING THE APPLICATION OF CAULKING AND PLATE TAPE AROUND THE ENTIRE PERIMETER AND UNDER THE FIRST FLOOR PLATE. ALL OPENINGS AT AND INSIDE ELECTRICAL BOXES SHALL BE SEALED, AND THE OPPOSING BOXES IN ADJACENT UNITS SEPARATED BY ONE STUD BAY.E. EXHAUST DUCTING AT KITCHENS AND BATHROOMS SHALL BE FITTED WITH ACOUSTICAL ABSORBENT LININGS (SMOOTH DUCT LINING).F. INTERCONNECTING DUCTING BETWEEN DWELLING UNITS SHALL BE AVOIDED.G. ALL WATER SUPPLY LINES SHALL BE CLAMPED BY ISOLATORS WHENEVER IT IS ATTACHED OR PENETRATING WOOD AT EACH STUD CUT PER OPEN RUN. ISOLATORS SHALL BE NON-METAL CLAMPS WITH TENSILE STRENGTH EXCEEDING 200 POUNDS AND ABLE TO WITHSTAND HEAT TO 220 DEGREES FAHRENHEIT. THESE ISOLATORS CAN BE FLEXI-FIN ID NUMBERS 2065, 2086, 2087, 2088, 2033, 2034, 2036, 2037 AND 2040 OR EQUIVALENT CHANNEL MOUNT ID NUMBERS.H. WATER VELOCITIES IN SUPPLY PIPING SHOULD BE DESIGNED NOT TO EXCEED FIVE FEET PER SECOND TO PREVENT PIPE BANGING OR OSCILLATION NOISE.I. PROVIDE APPLICAITION OF ACOUSTICAL SEALANT AT GYPSUM BOARD WALLS BETWEEN BOTH THE CEILINGS AND FLOORS. GAPS SHOULD BE 1/4" TO 1/2" AND FILLED WITH NON-HARDENING ACOUSTICAL SEALANT.J. ISOLATE ALL WATER SUPPLY WASTEWATER PIPING BY BATT OR FILLED INSULATION IN THE IMMEDIATE STUD OR FLOOR JOIST CAVITY CONTAINING THE PIPE RUN.K. DURING CONSTRUCTION IT IS ESSENTIAL THAT ONE UNIT BE FIELD TESTED FOR EXTERIOR NOISE PENETRATION, PARTY WALL TRANSMISSION, AND FLOOR/CEILING NOISE PENETRATION. THESE TESTS SHOULD BE DONE BECAUSE CONSTRUCTION CREWS OFTEN DO NOT UNDERSTAND THE CLOSE TOLERANCES REQUIRED TO IMPLEMENT THE ABOVE MITIGATION MEASURES. THE FIELD TEST SHOULD IDEALLY BE CONDUCTED BEFORE INTERIOR FINISHES.L. UTILIZE ACOUSTICAL LININGS FOR ELECTRICAL OUTLET BOXES AND AVOID PLACING ELECTRICAL OUTLETS BACK TO BACK IN PARTY WALLS.M. RESILIENT CHANNELS MUST BE USED ON ALL CEILINGS WHICH HAVE DWELLING UNITS ABOVE. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND DO NOT OVER SCREW. RESILIENT CHANNELS SHALL NOT OVERLAP, TERMINATE CHANNELS 1/2" OR GREATER DISTANCE PRIOR TO CONTACT WITH WALLS AND CEILINGS.N. PROVIDE ACOUSTIC "WAFFLE" OR NEOPRENE PADS BETWEEN PIPE CLAMPS AND BOTTOM PLATES AT WASTE WATER PIPING LOCATIONS.O. PROVIDE WATER HAMMER ARRESTORS AT ALL QUICK SHUT-OFF VALVES AT LAUNDRY CLOSETS, LAVATORIES AND KITCHEN SINKS.P. ALL OUTLETS AND JUNCTION BOXES RECEIVE A 1/8" THICK PUTTY PAD FOR USE AS AN AIR/ACOUSTICAL BARRIER AT INSULATED EXTERIOR WALLS. CAULK ANY VOIDS BETWEEN INTERIOR GYPSUM BOARD AND OUTLET BOX WITH COMPATIBLE SEALANT, TYP.Thomas E. JessLicensedArchitectStateofCaliforniaExpires 9/2021License #C-2760810987654321ABCDEFGH10987654321ABCDEFClientProjectNO.REVISIONDATEProjectDateSheetTHE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OFARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS. 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 WAVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2020Architect of Record/ConsultantConsultantJK1112GHJK11121327 ARCHER STREET, STE. 220SAN LUIS OBISPO, CA 93401THOMAS E. JESS ARCHITECT (CA) #C27068STEPHEN A. RIGOR ARCHITECT (CA) #C33672ADDRESS805.547.2240ARRIS-STUDIO.COMCONTACTBIM 360://A20048 - Laurel Creek Warehouse Apartments/TI-KIVA.rvt6/7/2023 10:52:36 AMA2008612/03/2020A0.00LAUREL CREEK -KIVA OFF. TILAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897COVER SHEETLAUREL CREEK WAREHOUSE1150 LAUREL LANE, SUITE 180, SAN LUIS OBISPO 93401SHEET INDEXARCHITECTURALA0.00 COVER SHEETA0.01 ADDITIONAL NOTES, ABBREVIATIONS AND SYMBOLSA0.20 ACCESSIBILITY STANDARD NOTESA0.21 ACCESSIBILITY STANDARD DETAILSA0.22 ACCESSIBILITY STANDARD DETAILSA0.23 ACCESSIBILITY STANDARD DETAILSA0.30 CALIFORNIA GREEN BUILDING STANDARDS - NON-RESIDENTIALA1.00 CODE ANALYSIS - FOR REFERENCEA1.10 OVERALL BUILDING PLAN - FOR REFERENCEA1.20 CODE ANALYSIS & EGRESS PLAN - ENLARGED FIRST FLOORA2.00 ARCHITECTURAL SITE PLANA3.00 DEMOLITION PLANA3.10 FIRST FLOOR PLANA3.11 FIRST FLOOR EXPANSIONA3.20 FIRST FLOOR REFLECTED CEILING PLANA3.30 ROOF PLANA5.00 ENLARGED PLANS & INTERIOR ELEVATIONS, EXTERIOR ELEVATIONSA9.00 DOOR AND STOREFRONT SCHEDULEA10.10 ARCHITECTURAL DETAILS - ASSEMBLIESA10.20 ARCHITECTURAL DETAILS - ASSEMBLY CONNECTIONSA10.30 ARCHITECTURAL DETAILS - STOREFRONT21MECHANICAL & PLUMBINGM1.00 MECHANICAL SCHEDULES, NOTES, LEGEND & ABBREVIATIONSM2.10 MECHANICAL FLOOR PLANM2.20 MECHANICAL FLOOR PLANP1.00 KITCHENETTE PLUMBING PLAN4ELECTRICALE1.00 POWER FLOOR PLANE1.01 LIGHTING FLOOR PLANE1.10 TITLE 24 REPORTE1.11 TITLE 24 REPORTE1.12 TITLE 24 REPORT5Grand total: 30PHONE:FAX:CONTACT:EMAIL:LAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897CHUCK BRAFFchuck@bowtieholdings.comOWNER:PHONE:FAX:CONTACT:EMAIL:ARRIS STUDIO ARCHITECTS1327 ARCHER STREET, SUITE 220SAN LUIS OBISPO, CA 93401(805) 547-2240(805) 547-2241THOM JESSTJESS@ARRIS-STUDIO.COMARCHITECT:LAUREL CREEK -OFFICE TENANT IMPROVEMENT -SUITE 1801150 LAUREL LANE, SUITE 180SAN LUIS OBISPOPROJECT DIRECTORYGENERAL NOTESDEFERRED SUBMITTALSVICINITY MAPINSULATION SCHEDULEPROJECT STATISTICSGREEN BUILDING NOTESENERGY NOTESPROJECT DESCRIPTION2 1ST PLAN CHECK 03/18/20215 KIVA OFFICE - REVISION TO PERMIT 7/19/20226 KIVA OFFICE - MECHANICALREVISION6/06/2023PARKING CALCULATIONSFIRE DEPARTMENT NOTESINSPECTIONS & PERMIT REQUIREMENTSACOUSTICAL NOTES56 1 From:Travis Dunn <travis@westpacinv.com> Sent:Tuesday, June 20, 2023 1:34 PM To:Hutchinson, Julianna Cc:Nelson, Trevor; Bryan Mott; Chuck Braff; Goose Subject:Kiva Office TI - Smoke Duct Detector Test Attachments:2023-06-08_KIVA - Mechanical Revision-Stamped.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Julianna, Per our conversaƟon we have scheduled an inspecƟon for the smoke duct detectors installed in the Kiva Office TI project at 1150 Laurel Lane for Thursday, June 22 at 3:00 PM. AƩached are the updated Mechanical plans showing the 3 smoke duct detectors that were installed. We look forward to seeing you on Thursday. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com 1/4"/1/2"MIN. CLR.4'-0"0005QNOP99101011111212131314141515MIN. CLR.4'-0"2313231223142312231423122314NOT IN SCOPENOT IN SCOPE1. COORDINATE MECHANICAL PENETRATION LOCATIONS WITH MECHANICAL DRAWINGS.2. COORDINATE PLUMBING PENETRATION LOCATIONS WITH PLUMBING DRAWINGS.3. PROVIDE 1/4" PER FOOT MINIMUM ROOF SLOPE TOWARDS ROOF DRAINS.4. PROVIDE A CLASS II VAPOR RETARDER AT THE UNDERSIDE OF THE ROOF JOIST.KIVAThomas E. JessLicensedArchitectStateofCaliforniaExpires 9/2021License #C-2760810987654321ABCDEFGH10987654321ABCDEFClientProjectNO.REVISIONDATEProjectDateSheetTHE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OFARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS. 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 WAVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2020Architect of Record/ConsultantConsultantJK1112GHJK11121327 ARCHER STREET, STE. 220SAN LUIS OBISPO, CA 93401THOMAS E. JESS ARCHITECT (CA) #C27068STEPHEN A. RIGOR ARCHITECT (CA) #C33672ADDRESS805.547.2240ARRIS-STUDIO.COMCONTACTBIM 360://A20048 - Laurel Creek Warehouse Apartments/TI-KIVA.rvt6/7/2023 2:26:51 PMA2008612/03/2020A3.30LAUREL CREEK -KIVA OFF. TILAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897ROOF PLANLAUREL CREEK WAREHOUSE1150 LAUREL LANE, SUITE 180, SAN LUIS OBISPO 93401TRUE NORTHPROJECT NORTH1/4" = 1'-0"ROOF PLANK126 KIVA OFFICE - MECHANICALREVISION6/06/2023GENERAL NOTESROOF REFERENCE NOTESKEY PLAN0005 DASHED LINE INDICATES OUTLINE OF EXISTING FIREWALL BELOW,SURROUNDING HATCHED AREA INDICATES 4'-0" MINIMUM AREA ONEITHER SIDE OF WHERE THE FIREWALL MEETS THE ROOF TO BE CLEAR OFPENETRATIONS.2312 EXISTING HEAT PUMP AND DUCT CONNECTION SERVICING TENANTSPACE, SEE MECHANICAL DRAWINGS FOR CONTINUATION.2313 EXISTING HEAT PUMP UNDER PERMITTED SET #BLDG-1885-2020, NOT INSCOPE2314 EXISTING PUMP PLATFORM SHOWN DASHED66666 OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM1.00MECHANICAL SCHEDULES, NOTES, LEGEND & ABBREVIATIONS HVAC LEGEND4FLEX CONN. INSTALLATIONDIFFUSER CONNECTION2TYPICAL FLEX DUCT HANGER5CONDENSER MOUNTING16ROUND VOLUME DAMPERHVAC ABBREVIATIONSCEILING CASSETTE MOUNTING3TYPICAL RETURN AIR TRANSFER DUCT7GRILLE, REGISTER & DIFFUSER SCHEDULEFLOOR/CEILING FIRE DAMPER8SPLIT SYSTEM HEAT PUMP SCHEDULE EXISTING 150LAUREL CREEK LLC A2008612/03/20221150 LAUREL LANE STE. 175 SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.10MECHANICAL FLOOR PLANMECHANICAL FIRST FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTHREFERENCE NOTES 1KJHGFEDCBAKJHGFEDCBA23456789101112123456789101112ARCHITECT SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.20MECHANICAL FLOOR PLANMECHANICAL SECOND FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTH 1 From:Bryan Mott <bryan@alphafsa.com> Sent:Tuesday, June 20, 2023 4:07 PM To:Hutchinson, Julianna Cc:Travis Dunn; Nelson, Trevor; Chuck Braff; Goose Subject:Re: Kiva Office TI - Smoke Duct Detector Test Attachments:COR-2 DESIGN AND RESUBMIT.pdf Ok, we will submit the changes. Travis, Please see attached COR for design changes and resubmittal. Bryan, On Tue, Jun 20, 2023 at 3:57 PM Hutchinson, Julianna <JHutchin@slocity.org> wrote: Hi Brian, Any deviations from the approved plans requires a revision. As-builts are intended to show locations of approved devices if they needed to be relocated due to conflicting equipment during install. This is something Rodger directed me to enforce for all projects going forward but this will not hold up a TCO for the space. Thank you, Julianna M. Hutchinson Fire Inspector I Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E JHutchin@slocity.org T 805.783.7805 C 805.431.2217 slocity.org 2 Stay connected with the City by signing up for e-notifications From: Bryan Mott <bryan@alphafsa.com> Sent: Tuesday, June 20, 2023 2:11 PM To: Hutchinson, Julianna <JHutchin@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Nelson, Trevor <tnelson@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Goose <ductsbygoose@gmail.com> Subject: Re: Kiva Office TI - Smoke Duct Detector Test Hi Julianna, We would normally add these devices to the asbuilt drawings that are left on site. Please confirm that this is acceptable? Thanks, Bryan On Tue, Jun 20, 2023 at 2:02 PM Hutchinson, Julianna <JHutchin@slocity.org> wrote: Hi Travis, Are those duct detectors shown on the fire alarm plans? If not, please submit a revision to the fire alarm plans along with any other device changes on those plans. Thank you, 3 Julianna M. Hutchinson Fire Inspector I Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E JHutchin@slocity.org T 805.783.7805 C 805.431.2217 slocity.org Stay connected with the City by signing up for e-notifications From: Travis Dunn <travis@westpacinv.com> Sent: Tuesday, June 20, 2023 1:34 PM To: Hutchinson, Julianna <JHutchin@slocity.org> Cc: Nelson, Trevor <tnelson@slocity.org>; Bryan Mott <bryan@alphafsa.com>; Chuck Braff <chuck@westpacinv.com>; Goose <ductsbygoose@gmail.com> Subject: Kiva Office TI - Smoke Duct Detector Test This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Julianna, Per our conversation we have scheduled an inspection for the smoke duct detectors installed in the Kiva Office TI project at 1150 Laurel Lane for Thursday, June 22 at 3:00 PM. Attached are the updated Mechanical plans showing the 3 smoke duct detectors that were installed. We look forward to seeing you on Thursday. Thank you, 4 Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com -- Bryan Mott - Alarm Manager Alpha Fire Unlimited phone: (805) 541-2527 mobile: (805) 801-9260 email: erik@alphafsa.com Lic C-10, C-16, 761360 ACO # 5365 E#2466 650 Sweeney Lane, San Luis Obispo, CA 93401 Website • Facebook • Instagram __________________________________________________ Confidentiality Notice: This communication and any attachments contain information that is proprietary, confidential, and/or legally privileged. It is solely intended for the recipient(s) or entity(s) listed above to whom the information was originally transmitted. If you are not an originally intended recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited and you are instructed to delete this e-mail immediately. -- 5 Bryan Mott - Alarm Manager Alpha Fire Unlimited phone: (805) 541-2527 mobile: (805) 801-9260 email: erik@alphafsa.com Lic C-10, C-16, 761360 ACO # 5365 E#2466 650 Sweeney Lane, San Luis Obispo, CA 93401 Website • Facebook • Instagram __________________________________________________ Confidentiality Notice: This communication and any attachments contain information that is proprietary, confidential, and/or legally privileged. It is solely intended for the recipient(s) or entity(s) listed above to whom the information was originally transmitted. If you are not an originally intended recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited and you are instructed to delete this e-mail immediately. Exhibit F page 2 of 2 Project Address City SLO State - Zip Onsite point of contact phone Date submitted Prepared by Alpha Fire change order # Trade Task Hours Rate / hourly Extension 1 Fire alarm technician Install wire and boxes, add monitor modules, programming and additional testing 0.0 155.00$ -$ 2 -$ 3 -$ 4 -$ 5 -$ 6 -$ Supplier Description Qty Unit Price Extension 1 plenum rated fire alarm wire and boxes 0 250.00$ -$ 2 0 124.00$ -$ 3 0 78.00$ -$ 4 0 198.00$ -$ 5 -$ 6 -$ 7 -$ Supplier Description Qty Rate Extension 1 MONITOR MODULES 0 85.00$ -$ 2 0 -$ -$ 3 0 -$ -$ 4 Alpha Fire Truck Charge, per day.0 150.00$ -$ Description Qty Rate Extension 1 In-house designer 4 150.00$ 600.00$ 2 Project Manager 1 150.00$ 150.00$ 3 FREIGHT SHIPPING 0 105.00$ -$ 4 -$ -$ -$ -$ -$ 750.00$ 10% 75.00$ 825.00$ MARK UP PER CONTRACT TERMS INCLUDES OHP LABOR MATERIALS COR-1 Design Changes TRAVIS 6/20/2023 BRYAN MOTT Administration Total ALPHA FIRE CHANGE ORDER BACK UP 650 SWEENEY LANE. -- SAN LUIS OBISPO, CA 93401 -- 805.541.2324 LAUREL CREEK KIVA CA Additionally required construction days: 4 Total prepare plans and resubmit for additonal devices. Excludes any additional permit costs. Permit costs extra EQUIPMENT ENGINEERING / ADMINISTRATION Materials total Equipment Total Reason For Change Order: SUMMARY Labor Total 1 From:McCaffrey, Sean Sent:Friday, June 16, 2023 9:51 AM To:Heather Wiebe; Travis Dunn Cc:Ben Gulstad; Nelson, Trevor; 'Brent May'; keith@bmehvac.com; Chuck Braff Subject:RE: Teams meeting Attachments:2023-06-08_KIVA - Mechanical Revision-Stamped.pdf All, Here is a copy of the stamped set of Mechanical plans. Please pay the fee when all this gets processed later. I’m sending the plans in good faith that you will pay the review fee when it gets emailed to you. -Sean From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 3:45 PM To: McCaffrey, Sean <smccaffrey@slocity.org>; Travis Dunn <travis@westpacinv.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Hi Sean, I left you a message and wanted to follow up here as well. If you are able to stamp the plans on the portal, we can download the approved plans from there. We appreciate your time and review. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Thursday, June 15, 2023 1:39 PM To: Travis Dunn <travis@westpacinv.com>; Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Thanks for the clarification. I’m all good with my portion of this and can sign off the new design revision. FYI fire will be doing the smoke test to verify your smoke detection system is hooked up correctly. 2 Heather, Can you call me so I can make sure I get back the correct stamped paperwork back to you. 805-440-6617 -Sean From: Travis Dunn <travis@westpacinv.com> Sent: Thursday, June 15, 2023 11:50 AM To: McCaffrey, Sean <smccaffrey@slocity.org>; Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting The return air registers in the office space can be left in place as there isn’t air being pulled through them since the return fire dampers have been sealed and ducted. The individual offices return air will be from undercutting of the office doors. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Thursday, June 15, 2023 11:35 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting So, we centralized the return airs and still keeping the old return hardware in the ceiling? 3 Also, Are we undercutting all the doors or transfer grill in the walls? I’m not understanding how individual office return air is getting pulled out. From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 11:22 AM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Hi Sean, Please see the attached revised sheets that were added to the portal as well last week. After some research and a site visit, we have decided to remove the return air plenum from the drawings and duct the return a ir back to the mechanical unit instead. We have added the revised drawings on the portal and filled out and submitted the staff notification form. Let us know if you have any questions. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 4 From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Thursday, June 15, 2023 11:09 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Heather, Can you send me all the updated information for the Review? We have change items since the original submittal date and the plan documents are not up to date on my end. I have all the original information that has since been changed. -Sean From: McCaffrey, Sean Sent: Thursday, June 15, 2023 10:34 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Heather, No problem. Just have one more meeting and I will get to it and hopefully deliver good news for everyone’s lunch. -Sean From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 10:25 AM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Hi Sean, We really appreciate it! We will watch for your review this morning. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Wednesday, June 14, 2023 3:12 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting 5 All, Sorry for the late response. I just spoke with Trevor and was explained the timing of this review and how the original date puts people in a hard spot. I can finish the review tomorrow morning. -Sean From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 12, 2023 2:28 PM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Hi Sean, I hope you had a nice weekend. We have completed the work to duct the return air back to the mechanical units and wanted to set up an inspection for as soon as possible. Do you have any further concerns on the plans that were submitted on the portal this last week? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Thursday, June 8, 2023 3:10 PM To: 'McCaffrey, Sean' <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Hi Sean, Thank you again for meeting with us yesterday regarding the return air plenum. After some research and a site visit, we have decided to remove the return air plenum from the drawings and duct the return a ir back to the mechanical unit instead. We have added the revised drawings on the portal and filled out and submitted the staff notification form. Please let us know if you have further questions on this review and we will start adding the return air ducts below the floor ceiling assembly from the registers back to the mechanical units. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 6 From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Wednesday, June 7, 2023 11:19 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com> Subject: RE: Teams meeting Heather, This is a revision. Revisions are processed through the self-service portal and the permitting staff. Be sure when you upload the revision that you complete the form so that staff is notified that a revision has been submitted. We need to process this way in order for this to get properly reviewed, tracked, and approved. Please upload at your earliest convenience. I am happy to schedule a phone call with you today. I am available at 4:30pm today. Will that work for you? Let me know. Thank you. From: Heather Wiebe <heather@arris-studio.com> Sent: Wednesday, June 7, 2023 10:11 AM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com> Subject: RE: Teams meeting This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sean, I have added both the contractor and the mechanical engineer to help answer your specific questions regarding BLDG-2531- 2020. 1. Appears to be a plenum located for the return ducts. If this is the case, we are going to need to verify a few things, but I believe it’s not going to work as the (1) hour floor ceiling is comprised of drywall that more than likely is paper face. This is not allowed. (602.0 CMC) Yes, there is a return air plenum. The plenum is below the 1-hr floor ceiling assembly and above a t-bar ceiling. Smoke detectors will be provided. Please see attached for all plenum rated cabling that is installed in the plenum. The ducting from the roof unit to the office TI is enclosed in a 1-hr shaft to a 1-hr floor ceiling assembly, and fire dampers are located where the ducting penetrates through the 1-hr floor ceiling assembly into the return air plenum. 2. Also, we are going to need to show the smoke detection system. (608.0 CMC) A smoke detection system has been added to attached sheet M2.20 and reference to the smoke detectors in the legend on M1.00. See attached revised plans, smoke detector cut sheets, installation and maintenance instructions. 3. Roof layout is only showing me (2) units and the energy plans show me 4 total. There are three (3) existing roof-top units serving this space. The other disciplines were revised to match. Would you be available to jump on a call today to discuss what is built on site? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com 7 Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Friday, May 26, 2023 12:58 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org> Subject: Teams meeting All, Just wanted to follow up on our team’s meeting review. BLDG-2788-2022 1. All Building comments are clear. The water heater comment is okay as your product manual is okay and automatically shuts off. BLDG-2531-2020 1. Appears to be a plenum located for the return ducts. If this is the case, we are going to need to verify a few things, but I believe it’s not going to work as the (1) hour floor ceiling is comprised of drywall that more than likely is paper face. This is not allowed. (602.0 CMC) 2. Also, we are going to need to show the smoke detection system. (608.0 CMC) 3. Roof layout is only showing me (2) units and the energy plans show me 4 total. ** Anyways please review the mechanical plans and provided above information above. Please also include any other information that is typically required for hooking up new mechanical units, I have not seen any platform curbs for the above units/calculations that they can be put there, Electrical drawing for the power to the mechanical units, and what panel they are going to. Please also show the entirety of the HVAC ducts throughout the building so all fire dampers and shafts can be verified they are in the correct locations. -Sean Sean McCaffrey pronouns he/him/his Building Inspector Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E smccaffrey@slocity.org T 805.781.7168 C 805.440.6617 slocity.org Stay connected with the City by signing up for e-notifications PROJECT SITESEE SHEET A1.00 FOR FULL CODE ANALYSIS & BUILDING AREA BREAKDOWNADDRESS:1150 LAUREL LANESAN LUIS OBISPO, CAAPN:004-962-018LOT AREA:PARCEL 1 (M-MU):9.7 ACRES NET (422,532 SF)10.0 ACRES GROSS (435,600 SF)LOCAL ZONING:M-MU (MANUFACTURING-MIXED USE)/MIXED USE IS REQUIRED IN MU OVERLAY ZONEOCCUPANCY GROUPS:B (OFFICE) -SUITE 180CONSTRUCTION TYPES:TYPE III-BSPRINKLERS:YES (NFPA-13)BUILDING AREA:FIRST LEVEL69,900 SFFIRST LEVEL WAREHOUSE89,330 SFTOTAL FIRST FLOOR159,230 SFSECOND LEVEL35,484 SFTENANT AREA:SUITE 180/182 -OFFICE7,525 SFA. AFTER INSTALLATION OF THERMAL INSULATION, THE CONTRACTOR SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING AT THE SATISFACTION OF THE BUILDING INSPECTOR, A CERTIFICATE SIGNED BY THE INSTALLER AND THE CONTRACTOR STATING THAT THE MATERIALS AND INSTALLATION CONFORMS WITH THE CURRENT REQUIREMENTS OF CEC SECTION 118 AND SECTION 150 (A), (B), (C), (D), AND (L). THE CERTIFICATE SHALL INCLUDE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED "R" VALUE, AND (WHERE LOOSE-FILLED INSULATION IS INSTALLED) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CORRESPONDING TO THE MANUFACTURER'S LABELED DENSITY FOR THE REQUIRED "R" VALUE.B. THE CONTRACTOR SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, COOLING, WATER, HEATING AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND PRINTED INSTRUCTION ON HOW TO USE THEM EFFECTIVELY.C. ALL MECHANICAL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH UMC, CHAPTER 6 AND CEC SECTION 124 AND 150 (M).D. ALL WEATHER STRIPPING FOR EXTERIOR WINDOWS AND DOORS SHALL BE GASKETED OR OTHERWISE SEALED TO LIMIT INFILTRATION IN ACCORDANCE WITH CEC SECTION 116 (B).E. THE FOLLOWING ITEMS SHALL BE CAULKED OR OTHERWISE SEALED TO LIMIT AIR INFILTRATION AND EXFILTRATION. (CEC SECTION 116 AND 117).a. AT ALL EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN EXTERIOR WALL PANELS.b. AT ALL OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES INTO WALLS, FLOORS AND CEILING.c. AT ALL OPENINGS IN THE ATTIC FLOOR WHERE CEILING MATERIALS MEET INTERIOR AND EXTERIOR WALLS AND MASONRY.d. AT ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE NOT SPECIFICALLY MENTIONED ABOVE.F. ALL MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO INDICATE THAT THEY ARE IN COMPLIANCE WITH THE APPROPRIATE STANDARDS THAT ARE LISTED IN CEC SECTION 116.G. EXHAUST FANS OR OTHER EXHAUST SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS TO PREVENT AIR LEAKAGE IN ACCORDANCE WITH CEC SECTION 150 (M)A. ALL WORK SHALL CONFORM TO: (A) THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE AND ALL RELATED DOCUMENTS PUBLISHED BY THE I.C.C WHICH HAVE BEEN ADOPTED BY THE LOCAL GOVERNING AGENCY; (B) ALL REGULATIONS AND ORDINANCES OF ALL LOCAL GOVERNING AGENCIES; (C) ANY SPECIAL CONDITIONS REQUIRED BY THE LOCAL GOVERNING AGENCIES; AND (D) ALL CALIFORNIA STATE CODE AMENDMENTS (BUILDING STANDARDS CODE) TITLE 24.B. ALL CODES REFERENCED SHALL BE CALIFORNIA EDITIONS. THE CODES REFERENCED IN THESE PLANS ARE AS FOLLOWS:1. 2019 CALIFORNIA BUILDING CODE (CBC).2. 2019 CALIFORNIA ELECTRICAL CODE (CEC).3. 2019 CALIFORNIA MECHANICAL CODE (CMC).4. 2019 CALIFORNIA PLUMBING CODE (CPC).5. 2019 CALIFORNIA ENERGY CODE.6. 2019 CALIFORNIA HISTORICAL BUILDING CODE.7. 2019 CALIFORNIA FIRE CODE.8. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC).9. 2019 CALFORNIA REFERENCE STANDARDS CODE.10. NATIONAL FIRE CODE (NFPA).11. CITY OF SAN LUIS OBISPO MUNICIPAL CODE.C. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR FOR DIMENSIONS, GRADES, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE SHALL BE PROCEEDING AT HIS OWN RISK.D. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.E. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWINGS SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FOR DIMENSIONAL DISCREPANCIES, OR OTHER NECESSARY CLARIFICATIONS, CONTACT THE ARCHITECT IN WRITING PRIOR TO PLACEMENT OF MATERIALS.F. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE LOCAL GOVERNING AGENCY, THE ARCHITECT, AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS.G. THE ARCHITECT OF RECORD SHALL BE RESPONSIBLE FOR REVIEWING AND APPROVAL OF ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING.H. APPROVED NUMBERS OR ADDRESSES (MINIMUM 6" HIGH) SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. CONTRACTOR SHALL COORDINATE THE LOCATION WITH THE ARCHITECT AND THE FIRE DEPARTMENT.I. NO HAZARDOUS MATERIALS SHALL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN CBC TABLE 307.1(1)J. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.13.K. CONTRACTOR SHALL NOTIFY OWNER PRIOR TO COMMENCING WITH ANY WORK. CONTRACTOR SHALL CONFORM TO ANY REQUIREMENTS FOR NOISE AND DUST, CONTROL TRASH, STORAGE, WORK HOURS, SITE ACCESS, SIGNAGE, ETC. AS DIRECTED BY THE OWNER, LOCAL JURISDICTION AND/OR GOVERNING AGENCY.L. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING INSPECTIONS BY THE BUILDING DEPARTMENT AND OTHER AGENCIES AS REQUIRED.M. PROVIDE ENTRANCE AND/OR EQUIPMENT ROOM KEY(S) FOR KEY BOX UPON FINAL INSPECTION. ALL EXITS TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE.N. FIRE SPRINKLERS ARE TO BE REVIEWED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION.O. ACCESSIBILITY FOR DISABLED PERSONS WILL BE PROVIDED AS REQUIRED BY CODE.P. DIMENSIONS FOR ACCESSIBILITY FEATURES ARE SUBJECT TO CONVENTIONAL INDUSTRY CONSTRUCTION TOLERANCES ONLY WHEN STATED AS ABSOLUTE DIMENSIONS. CONSTRUCTION TOLERANCES ARE NOT ALLOWED FOR DIMENSIONS STATED AS "MAXIMUM", "MINIMUM", OR STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS.THIS PROJECT PROPOSES AN OFFICE TENANT IMPROVEMENT IN AN EXISTING SHELL BUILDING AT 1150 LAUREL LANE, SAN LUIS OBISPO, CA.THE SCOPE OF WORK INCLUDES: INTERIOR DEMISING WALLS, INTERIOR NON-STRUCTURAL FRAMING FOR TENANT SPACES, LIGHTING AND ELECTRICAL, AND MECHANICAL.NO STRUCTURAL WALLS PROPOSEDNO CHANGES IN OCCUPANCY PROPOSEDSUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARDS THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DEISGN AND SUBMITTTALS DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFFERED SUBMITTALS ARE LISTED AS FOLLOWS:1. NFPA-13 FIRE SPRINGKLER SYSTEM2. NFPA-72 FIRE ALARM SYSTEM3. EXTERIOR SIGNAGE SHALL BE SUBMITTTED UNDER A SEPARATE PERMIT APPLICATION (CBC 107.2.1)NOTE: FIRE SPRINGKLER AND FIRE ALARM PLANS SHALL BE PREAPARED BY A CALIFORNIA LICENED C-16 CONTRACTOR, AND MUST BE BORUGHT UP TO CURRENT NFPA #13 STANDARDS AND TITTLE 19, CALIFORNIA CODE OF REGULATIONS.NOTES: 1. SEE TITLE 24 REPORT FOR MORE INFORMATION.2. SEE ENERGY NOTES FOR ADDITIONAL INFORMATION.3. SEE WALL ASSEMBLIES FOR ADDITIONAL INFORMATION.FLOOR/CEILINGFLOOR/CEILING:PER ASSEMBLYWALLSINTERIOR:R-13 UNFACED BATTSPLUMBING WALLS (BAYS W/ PIPES ONLY):FILL STUD BAY W/ UNFACED BATTSSEE SHEET A2.00 FOR FULL CODE ANALYSIS & BUILDING AREA BREAKDOWNPARKING CALCULATIONSPARKING REQUIRED FOR THIS TENANT (SUITES 180,182):OFFICE (SUITE 180):1 SPACE PER 300 SF 23 SPACES(6,890 SF X 1/300 SF) TOTAL REQUIRED23 SPACESTOTAL PROVIDED23 SPACESPARKING REQUIRED FOR THE FULL BUILDING: 484.1PLEASE SEE SHEET A2.00FOR THE FULL BUILDING PARKING BREAKDOWNPARKING PROVIDED:TOTAL SURFACE PARKING:485 SPACESNORTH-EAST LOT68 SPACESNORTH LOT39 SPACESEAST LOT62 SPACESSOUTH LOT211 SPACESWEST LOT105 SPACESA.PROVIDE PORTABLE FIRE EXTINGUISHERS 2A10BC IN SUCH LOCATIONS SO THAT MAX. FLOOR TRAVEL DISTANCE DOES NOT EXCEED 75'-0" TO THE NEAREST EXTINGUISHER FROM ANY PORTION OF THE BUILDING. FIRE EXTINGUISHER CABINET LOCATIONS ARE INDICATED ON THE FLOOR PLAN AND ALL EXTINGUISHERS ARE REQUIRED TO BE ON SITE DURING CONSTRUCTION. (CFC SEC. 1002 AS AMENDED).B.ANY PERSON USING A TORCH OR OTHER FLAME PRODUCING DEVICE FOR SWEATING PIPE JOINTS FROM OR IN ANY BUILDING OR STRUCTURE SHALL PROVIDE ONE APPROVED FIRE EXTINGUISHER ON THE PREMISES WHERE SAID BURNING OPERATION IS PERFORMED. COMBUSTIBLE MATERIAL IN THE CLOSE PROXIMITY OF OPEN FLAME SHALL BE PROTECTED AGAINST IGNITION BY SHIELDING, WETTING OR OTHER MEANS. IN ALL CASES, A FIRE WATCH SHALL BE MAINTAINED IN THE VICINITY OF THE OPERATION FOR ONE-HALF HOUR AFTER THE TORCH OR FLAME-PRODUCING DEVICE HAS BEEN USED. (CFC 1109.3).C.PLAN AND SPECIFICATIONS FOR THE NFPA-13 AUTOMATIC FIRE-SPRINKLER SYSTEM AND FIRE ALARM SYSTEM SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 1001.3 & 1001.4).1.FOR FIRE-ALARM SYSTEMS EMPLOYING AUTOMATIC FIRE DETECTORS OR WATERFLOW DETECTION DEVICES, AT LEAST ONE FIRE ALARM BOX SHALL BE PROVIDED TO INITIATE A FIRE ALARM SIGNAL. THIS FIRE ALARM BOX (PULL STATION) SHALL BE LOCATED WHERE REQUIRED BY THE FIRE DEPARTMENT. (NFPA 72, 3-8.12).2.AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. ACTION OF THE ALARM SHALL BE AS SET FORTH IN UBC STANDARD NO. 9-1, CBC 904.3.2.3.SPRINKLER SYSTEMS IN BUILDINGS THAT HAVE AN UNDETERMINED USE WILL REQUIRE AN AUTOMATIC SPRINKLER SYSTEM WITH A DENSITY OF NO LESS THAN THAT REQUIRED FOR AND ORDINARY HAZARD GROUP 2 WITH A MIN. DESIGN AREA OF 3,000 SQUARE FEET. FOR BUILDINGS OF UNDETERMINED USE WITH CEILING HEIGHTS OVER 20 FEET, THE SYSTEM SHALL BE DESIGNED FOR DENSITY OF 0.33 SQUARE FEET WITH A MIN. DESIGN AREA OF 3,000 SQUARE FEET.D.AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. ACTUATION OF THE ALARM SHALL BE AS SET FORTH IN CBC STANDARD 9-1. E.THE FIRE DEPARTMENT SHALL INSPECT/APPROVE THE FOLLOWING PER (CFC ARTICLE 10):1.MATERIALS SHALL BE INSPECTED AND APPROVED PRIOR TO INSTALLATION.2.OVERHEAD SPRINKLER PIPING -PRIOR TO CONCEALMENT.3.FINAL OCCUPANCY SIGN OFF -PRIOR TO OCCUPANCY.4.ALL REQUIREMENTS SHALL BE COMPLETED PRIOR TO FINAL OCCUPANCY APPROVAL, EXCEPT AS NOTED OTHERWISE.5.THE FIRE DEPARTMENT SHALL BE GIVEN 48 HOURS MINIMUM NOTICE FOR ALL INSPECTIONS.F.THE CONTRACTOR SHALL SUBMIT PLANS AND SPECIFICATIONS FOR THE ENTIRE FIRE ALARM SYSTEM TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, CFC 14.103(A). CONTRACTOR SHALL OBTAIN AN ALARM-USER'S PERMIT FROM THE LOCAL GOVERNING AGENCY.G.CONTRACTOR SHALL INSTALL A KNOX-BOX KEY WITH APPROPRIATE KEYS FOR FIRE DEPT. EMERGENCY USE. REFER TO FLOOR PLAN FOR LOCATION. PROVIDE ENTRANCE AND / OR EQUIPMENT ROOM KEY(S) FOR KEY BOX UPON FINAL INSPECTION. KNOX BOX APPLICATION IS AVAILABLE ONLINE AT https://www.knoxbox.com/ OR CONTACT MOLLY BROWN AT 805-781-7560 OR mbrown@slocity.org. THE STANDARD KNOX BOX TO ORDER FOR PROPERTIES WITHIN THE CITY OF SAN LUIS OBISPO IS A BLACK 3200 SERIES KNOX BOX, EITHER FLUSH MOUNT OR SURFACE MOUNT, TO BE MOUNTED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT, AT A HEIGHT OF 6 FEET ABOVE GRADE. A TAMPER SWITCH IS NOT REQUIRED. THE KEY BOX SHALL BE ORDERED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT (ALLOW 7-10 BUSINESS DAYS FROM TIME OF ORDER UNTIL DELIVERY OF THE KEY BOX).H.ALL LOCKABLE EXTERIOR AND INTERIOR DOORS SHALL BE GRANDMASTER KEYED I.THE FIRE ALARM CONTROL PANEL, FIRE SPRINKLER RISER, MAIN ELECTRICAL SHUT-OFF, AND ROOF ACCESS SHALL BE LABELED WITH 1" HIGH CONTRASTING LETTERS.J.THE HOOD AND DUCT EXTINGUISHING SYSTEM IS REQUIRED TO BE CONNECTED TO THE FIRE ALARM SYSTEM.K.ADDRESS NUMBERS: NUMBERS SHALL BE CLEARLY VISIBLE FROM THE CENTERLINE OF THE ROADWAY FRONTING THE BUILDING AND THEY SHALL CONTRAST WITH THEIR BACKGROUND. NUMBER HEIGHT SHALL BE A MINIMUM OF EIGHT (8") INCHES. SEE FIRE DEPARTMENT NOTES. SUITE NUMBERS TO BE PROVIDED ON THE EXTERIOR OF THE BUILDING.1.RECYCLE 50% OF ALL NON-HAZARDOUS CONSTRUCTION DEBRIS.2.USE FSC CERTIFIED MATERIALS FOR INTERIOR FINISHES.3.USE LOW VOC WATER-BASED WOOD STAINS.4.USE LOW VOC & SOLVENT FREE ADHESIVES.5.USE LOW VOC PAINTS.6.USE LOW VOC CARPETS AND RUGS THAT MEET GREEN LABEL PLUS PROGRAM.7.PROVIDE OCCUPANCY SENSORS IN RESTROOMS.8.REFER TO GREEN BUILDING STANDARDS ON SHEETS A1.3 & A1.4 FOR ADDT'L INFO1. UNDERGROUND AND OVERHEAD SPRINKLER PIPING SHALL BE INSPECTED PRIOR TO CONCEALMENT.2. FINAL OCCUPANCY SHALL BE SIGNED-OFF PRIOR TO OCCUPANCY.3. ALL REQUIREMENTS SHALL BE COMPLETED PRIOR TO FINAL OCCUPANCY APPROVAL, EXCEPT AS NOTED OTHERWISE.4. THE FIRE DEPARTMENT SHALL BE GIVE 24 HOURS MINIMUM NOTICE FOR ALL INSPECTIONS. SAN LUIS OBISPO FIRE DEPARTMENT INSPECTOR: 805-781-7560.5. ALL PERMITS SHALL BE ISSUED PRIOR TO START OF ANY WORK.6. NOTICE: WHEN A FIRE INSPECTOR ARRIVES AT A JOB SITE FOR A SCHEDULED INSPECTION AND THE CONTRACTOR OR SUB-CONTRACTOR IS NOT READY FOR THE INSPECTION, THE CONTRACTOR OR SUB-CONTRACTOR MAY BE SUBJECT TO ADDITIONAL INSPECTION FEES AT THE DISCRETION OF THE FIRE CHIEF OF HIS OR HER DESIGNEE. THE MINIMUM CHARGE IS ONE (1) HOUR.A. REFER TO ACOUSTIC DETAILS FOR FURTHER INFORMATION.B. ALL WINDOW AND DOOR FRAMES AND SEALS SHALL BE THOROUGHY CAULKED AND WEATHER-STRIPPED TO PREVENT TO PREVENT AIR LEAK TYPE TRANSMISSION OF SOUND.C. ALL CEILING/WALL JUNCTIONS SHALL BE THOROUGHLY SEALED AND CAULKED.D. COMMON PARTITIONS SHALL BE CONTINUOUS AND OF AIRTIGHT CONSTRUCTION ON EACH SIDE, INCLUDING THE APPLICATION OF CAULKING AND PLATE TAPE AROUND THE ENTIRE PERIMETER AND UNDER THE FIRST FLOOR PLATE. ALL OPENINGS AT AND INSIDE ELECTRICAL BOXES SHALL BE SEALED, AND THE OPPOSING BOXES IN ADJACENT UNITS SEPARATED BY ONE STUD BAY.E. EXHAUST DUCTING AT KITCHENS AND BATHROOMS SHALL BE FITTED WITH ACOUSTICAL ABSORBENT LININGS (SMOOTH DUCT LINING).F. INTERCONNECTING DUCTING BETWEEN DWELLING UNITS SHALL BE AVOIDED.G. ALL WATER SUPPLY LINES SHALL BE CLAMPED BY ISOLATORS WHENEVER IT IS ATTACHED OR PENETRATING WOOD AT EACH STUD CUT PER OPEN RUN. ISOLATORS SHALL BE NON-METAL CLAMPS WITH TENSILE STRENGTH EXCEEDING 200 POUNDS AND ABLE TO WITHSTAND HEAT TO 220 DEGREES FAHRENHEIT. THESE ISOLATORS CAN BE FLEXI-FIN ID NUMBERS 2065, 2086, 2087, 2088, 2033, 2034, 2036, 2037 AND 2040 OR EQUIVALENT CHANNEL MOUNT ID NUMBERS.H. WATER VELOCITIES IN SUPPLY PIPING SHOULD BE DESIGNED NOT TO EXCEED FIVE FEET PER SECOND TO PREVENT PIPE BANGING OR OSCILLATION NOISE.I. PROVIDE APPLICAITION OF ACOUSTICAL SEALANT AT GYPSUM BOARD WALLS BETWEEN BOTH THE CEILINGS AND FLOORS. GAPS SHOULD BE 1/4" TO 1/2" AND FILLED WITH NON-HARDENING ACOUSTICAL SEALANT.J. ISOLATE ALL WATER SUPPLY WASTEWATER PIPING BY BATT OR FILLED INSULATION IN THE IMMEDIATE STUD OR FLOOR JOIST CAVITY CONTAINING THE PIPE RUN.K. DURING CONSTRUCTION IT IS ESSENTIAL THAT ONE UNIT BE FIELD TESTED FOR EXTERIOR NOISE PENETRATION, PARTY WALL TRANSMISSION, AND FLOOR/CEILING NOISE PENETRATION. THESE TESTS SHOULD BE DONE BECAUSE CONSTRUCTION CREWS OFTEN DO NOT UNDERSTAND THE CLOSE TOLERANCES REQUIRED TO IMPLEMENT THE ABOVE MITIGATION MEASURES. THE FIELD TEST SHOULD IDEALLY BE CONDUCTED BEFORE INTERIOR FINISHES.L. UTILIZE ACOUSTICAL LININGS FOR ELECTRICAL OUTLET BOXES AND AVOID PLACING ELECTRICAL OUTLETS BACK TO BACK IN PARTY WALLS.M. RESILIENT CHANNELS MUST BE USED ON ALL CEILINGS WHICH HAVE DWELLING UNITS ABOVE. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND DO NOT OVER SCREW. RESILIENT CHANNELS SHALL NOT OVERLAP, TERMINATE CHANNELS 1/2" OR GREATER DISTANCE PRIOR TO CONTACT WITH WALLS AND CEILINGS.N. PROVIDE ACOUSTIC "WAFFLE" OR NEOPRENE PADS BETWEEN PIPE CLAMPS AND BOTTOM PLATES AT WASTE WATER PIPING LOCATIONS.O. PROVIDE WATER HAMMER ARRESTORS AT ALL QUICK SHUT-OFF VALVES AT LAUNDRY CLOSETS, LAVATORIES AND KITCHEN SINKS.P. ALL OUTLETS AND JUNCTION BOXES RECEIVE A 1/8" THICK PUTTY PAD FOR USE AS AN AIR/ACOUSTICAL BARRIER AT INSULATED EXTERIOR WALLS. CAULK ANY VOIDS BETWEEN INTERIOR GYPSUM BOARD AND OUTLET BOX WITH COMPATIBLE SEALANT, TYP.Thomas E. JessLicensedArchitectStateofCaliforniaExpires 9/2021License #C-2760810987654321ABCDEFGH10987654321ABCDEFClientProjectNO.REVISIONDATEProjectDateSheetTHE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OFARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS. 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 WAVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2020Architect of Record/ConsultantConsultantJK1112GHJK11121327 ARCHER STREET, STE. 220SAN LUIS OBISPO, CA 93401THOMAS E. JESS ARCHITECT (CA) #C27068STEPHEN A. RIGOR ARCHITECT (CA) #C33672ADDRESS805.547.2240ARRIS-STUDIO.COMCONTACTBIM 360://A20048 - Laurel Creek Warehouse Apartments/TI-KIVA.rvt6/7/2023 10:52:36 AMA2008612/03/2020A0.00LAUREL CREEK -KIVA OFF. TILAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897COVER SHEETLAUREL CREEK WAREHOUSE1150 LAUREL LANE, SUITE 180, SAN LUIS OBISPO 93401SHEET INDEXARCHITECTURALA0.00 COVER SHEETA0.01 ADDITIONAL NOTES, ABBREVIATIONS AND SYMBOLSA0.20 ACCESSIBILITY STANDARD NOTESA0.21 ACCESSIBILITY STANDARD DETAILSA0.22 ACCESSIBILITY STANDARD DETAILSA0.23 ACCESSIBILITY STANDARD DETAILSA0.30 CALIFORNIA GREEN BUILDING STANDARDS - NON-RESIDENTIALA1.00 CODE ANALYSIS - FOR REFERENCEA1.10 OVERALL BUILDING PLAN - FOR REFERENCEA1.20 CODE ANALYSIS & EGRESS PLAN - ENLARGED FIRST FLOORA2.00 ARCHITECTURAL SITE PLANA3.00 DEMOLITION PLANA3.10 FIRST FLOOR PLANA3.11 FIRST FLOOR EXPANSIONA3.20 FIRST FLOOR REFLECTED CEILING PLANA3.30 ROOF PLANA5.00 ENLARGED PLANS & INTERIOR ELEVATIONS, EXTERIOR ELEVATIONSA9.00 DOOR AND STOREFRONT SCHEDULEA10.10 ARCHITECTURAL DETAILS - ASSEMBLIESA10.20 ARCHITECTURAL DETAILS - ASSEMBLY CONNECTIONSA10.30 ARCHITECTURAL DETAILS - STOREFRONT21MECHANICAL & PLUMBINGM1.00 MECHANICAL SCHEDULES, NOTES, LEGEND & ABBREVIATIONSM2.10 MECHANICAL FLOOR PLANM2.20 MECHANICAL FLOOR PLANP1.00 KITCHENETTE PLUMBING PLAN4ELECTRICALE1.00 POWER FLOOR PLANE1.01 LIGHTING FLOOR PLANE1.10 TITLE 24 REPORTE1.11 TITLE 24 REPORTE1.12 TITLE 24 REPORT5Grand total: 30PHONE:FAX:CONTACT:EMAIL:LAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897CHUCK BRAFFchuck@bowtieholdings.comOWNER:PHONE:FAX:CONTACT:EMAIL:ARRIS STUDIO ARCHITECTS1327 ARCHER STREET, SUITE 220SAN LUIS OBISPO, CA 93401(805) 547-2240(805) 547-2241THOM JESSTJESS@ARRIS-STUDIO.COMARCHITECT:LAUREL CREEK -OFFICE TENANT IMPROVEMENT -SUITE 1801150 LAUREL LANE, SUITE 180SAN LUIS OBISPOPROJECT DIRECTORYGENERAL NOTESDEFERRED SUBMITTALSVICINITY MAPINSULATION SCHEDULEPROJECT STATISTICSGREEN BUILDING NOTESENERGY NOTESPROJECT DESCRIPTION2 1ST PLAN CHECK 03/18/20215 KIVA OFFICE - REVISION TO PERMIT 7/19/20226 KIVA OFFICE - MECHANICALREVISION6/06/2023PARKING CALCULATIONSFIRE DEPARTMENT NOTESINSPECTIONS & PERMIT REQUIREMENTSACOUSTICAL NOTES56 1/4"/1/2"MIN. CLR.4'-0"0005QNOP99101011111212131314141515MIN. CLR.4'-0"2313231223142312231423122314NOT IN SCOPENOT IN SCOPE1. COORDINATE MECHANICAL PENETRATION LOCATIONS WITH MECHANICAL DRAWINGS.2. COORDINATE PLUMBING PENETRATION LOCATIONS WITH PLUMBING DRAWINGS.3. PROVIDE 1/4" PER FOOT MINIMUM ROOF SLOPE TOWARDS ROOF DRAINS.4. PROVIDE A CLASS II VAPOR RETARDER AT THE UNDERSIDE OF THE ROOF JOIST.KIVAThomas E. JessLicensedArchitectStateofCaliforniaExpires 9/2021License #C-2760810987654321ABCDEFGH10987654321ABCDEFClientProjectNO.REVISIONDATEProjectDateSheetTHE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OFARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS. 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 WAVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2020Architect of Record/ConsultantConsultantJK1112GHJK11121327 ARCHER STREET, STE. 220SAN LUIS OBISPO, CA 93401THOMAS E. JESS ARCHITECT (CA) #C27068STEPHEN A. RIGOR ARCHITECT (CA) #C33672ADDRESS805.547.2240ARRIS-STUDIO.COMCONTACTBIM 360://A20048 - Laurel Creek Warehouse Apartments/TI-KIVA.rvt6/7/2023 2:26:51 PMA2008612/03/2020A3.30LAUREL CREEK -KIVA OFF. TILAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897ROOF PLANLAUREL CREEK WAREHOUSE1150 LAUREL LANE, SUITE 180, SAN LUIS OBISPO 93401TRUE NORTHPROJECT NORTH1/4" = 1'-0"ROOF PLANK126 KIVA OFFICE - MECHANICALREVISION6/06/2023GENERAL NOTESROOF REFERENCE NOTESKEY PLAN0005 DASHED LINE INDICATES OUTLINE OF EXISTING FIREWALL BELOW,SURROUNDING HATCHED AREA INDICATES 4'-0" MINIMUM AREA ONEITHER SIDE OF WHERE THE FIREWALL MEETS THE ROOF TO BE CLEAR OFPENETRATIONS.2312 EXISTING HEAT PUMP AND DUCT CONNECTION SERVICING TENANTSPACE, SEE MECHANICAL DRAWINGS FOR CONTINUATION.2313 EXISTING HEAT PUMP UNDER PERMITTED SET #BLDG-1885-2020, NOT INSCOPE2314 EXISTING PUMP PLATFORM SHOWN DASHED66666 OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM1.00MECHANICAL SCHEDULES, NOTES, LEGEND & ABBREVIATIONS HVAC LEGEND4FLEX CONN. INSTALLATIONDIFFUSER CONNECTION2TYPICAL FLEX DUCT HANGER5CONDENSER MOUNTING16ROUND VOLUME DAMPERHVAC ABBREVIATIONSCEILING CASSETTE MOUNTING3TYPICAL RETURN AIR TRANSFER DUCT7GRILLE, REGISTER & DIFFUSER SCHEDULEFLOOR/CEILING FIRE DAMPER8SPLIT SYSTEM HEAT PUMP SCHEDULE EXISTING 150LAUREL CREEK LLC A2008612/03/20221150 LAUREL LANE STE. 175 SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.10MECHANICAL FLOOR PLANMECHANICAL FIRST FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTHREFERENCE NOTES SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.20MECHANICAL FLOOR PLANMECHANICAL SECOND FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTH 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Friday, June 16, 2023 10:33 AM To:building Cc:Chuck Braff Subject:RE: Request for Design Revision or a Deferred Submittal to City Approved Plans Heather Wiebe This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Nicole, We will get this paid right away. Have a nice weekend! Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: building <building@slocity.org> Sent: Friday, June 16, 2023 10:25 AM To: Heather Wiebe <heather@arris-studio.com> Subject: RE: Request for Design Revision or a Deferred Submittal to City Approved Plans Heather Wiebe Hi Heather, PLREV-0266-2023 has been approved and attached is the invoice. Once paid, stamped plans will populate in the Portal. Link to pay: https://infoslo.slocity.org/EnerGov_Prod/selfservice#/home Additionally, PLREV-0295-2023 has been voided out (I think what happened is the resubmittal for PLREV-0266-2023 looked like a new revision in the portal). Everything should be all fixed now, spoke with Sean on this. Thank you, Nicole Young Permit Technician II Community Development E nyoung@slocity.org T 805.781.7101 slocity.org 2 Stay connected with the City by signing up for e-notifications From: building <building@slocity.org> Sent: Friday, May 26, 2023 12:56 PM To: Heather Wiebe <heather@arris-studio.com> Subject: RE: Request for Design Revision or a Deferred Submittal to City Approved Plans Heather Wiebe Hi Heather, Your revision number is PLREV-0266-2023 and the est due date is 6/14/23. 1150 Laurel Ln 180 REVISION TO MECHANICAL LAYOUT TO MATCH THE APPROVED ARCH PLANS AND REFLECTED CEILING PLANS Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: no-reply@slocity.org <no-reply@slocity.org> Sent: Tuesday, May 23, 2023 3:33 PM To: building <building@slocity.org> Subject: Request for Design Revision or a Deferred Submittal to City Approved Plans Heather Wiebe Hi , A Request for Design Revision or a Deferred Submittal to City Approved Plans was submitted by Heather Wiebe Best Regards SLO Laserfiche 1 From:Nichols, Vanessa Sent:Friday, June 16, 2023 11:19 AM To:Chuck Braff Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:RE: Laurel - Addressing Okay, so the A, B & C are not acceptable to GIS. Each space will have a number. I just needed to confirm how many separate spaces you have under 120. Is it three? four? We need to know if there is potential for an additional space to be created in the future to plan ahead on assigning suite numbers. Hopefully this makes sense. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Friday, June 16, 2023 10:40 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing I am no artist!!! 120B will have 2 spaces across the hall. 120C is a single office 120A is a single area. Hope that makes sense. I may be going crazy after 4+ years here. 2 Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 3:55 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: So, to confirm what you have documented on this exhibit as 120A is only one space. Is this correct? GIS is concerned that it shows two spaces of 136 & 138. Don’t want to assign one number and then need another number in the future. Or at least they want to plan for the scenario. Let me know. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, June 13, 2023 2:06 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you for that. Please see attached. I think the blue tags work well. They can be in any order but they do delineate 3 spaces. 120 A 120 B 120 C 3 <image005.png> Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 1:53 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, We have almost finalized this addressing. However, we have one question, the area you marked as Suite 120 will that eventually have another tenant and need another suite number? It looks like the box that says vacant should maybe have its own number. Appreciate any clarification you can provide on this point. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, May 11, 2023 1:34 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, We made a few markups on the attached addressing plan and wanted to see if you are free to discuss. We would prefer to have unit numbers stack from first to second level throughout the warehouse. Please let us know your thoughts on this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, May 9, 2023 2:51 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi, 4 Attached you will find the assigned unit numbering for the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. 5 The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image00 4.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, April 4, 2023 9:53 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris- studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Can you please share the addressing? 6 If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 On Mar 20, 2023, at 10:26 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Thank you. I am going to get this work through with all parties that need to be involved. I will work to have it back to you by the end of the week. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003. png><image004.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Friday, March 17, 2023 7:48 AM To: Nichols, Vanessa <vnichols@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, Please see the attached warehouse apartment plans for addressing. Regards, Heather Wiebe 7 Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Thursday, March 16, 2023 4:44 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris-studio.com> Subject: RE: Laurel - Addressing Heather, Can you please email the floor plans? I will get them reviewed with Rodger to get unit numbers assigned to all of the residential units. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003. png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, March 16, 2023 3:40 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe 8 <heather@arris-studio.com> Subject: Re: Laurel - Addressing This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Vanessa- Checking back in on this. We are getting close to occupancy and I wanted to make sure we had time to review the addressing strategy given the nature of the building etc. Chuck Braff M: 310.990.6897 On Feb 23, 2023, at 3:14 PM, Charles Braff <chuck@westp acinv.com> wrote: Vanessa- How are you? It’s been too long. I wanted to bring up addressing at 1150 Laurel Lane and ask how you wanted to handle the addressing. We created a draft version in 2019 but before I update I wanted to get on a short call with you (or zoom) and review requirements 9 so our time can be as efficient as possible through the proposal. As you know this building is unique and it will take some time to get this right. Thanks Vanessa. Attached: Approved addresses from 2003 Chuck Braff M: 310.990.6897 <Unit Adressing Laurel.pdf> 1 From:Kalvans, Anthony Sent:Thursday, June 15, 2023 12:59 PM To:beth@westpacinv.com Subject:1150 Laurel UBAC Attachments:Utility Billing Adjustment Form.pdf; Utility Billing Adjustment Policy.pdf Dear Beth: Thank you for your time today, I have attached the utility billing adjustment policy and form. You can submit the UBAC form at any time up to 60 days after the bill date. If you end up proceeding with a UBAC request, the form can either be submitted via email to ubac@slocity.org, mailed to or dropped off at our 879 Morro Street office, or filled out online at the link below https://www.slocity.org/government/department-directory/utilities-department/utility-billing/utility-billing-adjustment- committee If you move forward with a UBAC request, please know that it typically takes about a month for the committee to process it. While the application is in-progress, there are three options on how to handle payment: • Pay the bill in full and if you are granted an adjustment then anything adjusted would be put towards future bills. • Make a partial payment. This helps customers not fall behind and have two bills later down the road. • Completely hold off on payment until after the UBAC process is complete. If you choose to hold off on payment, please know that if an adjustment is granted it is only on the water charges, so the full bill will not be relieved. Please note, that you may only be granted one UBAC approval every 2 years. If you have any other questions regarding our UBAC or other payment options, you can call our Utility Billing department at (805) 781-7133. Sincerely, Anthony Kalvans Water Resources Assistant Public Utilities 879 Morro, San Luis Obispo, CA 93401-2710 E akalvans@slocity.org T 805.781.7430 C 805.503.9376 slocity.org Stay connected with the City by signing up for e-notifications Utility Billing Adjustment Policy I. DEFINITIONS As used in this policy, the following terms shall have the meanings specified below: a. “Customer” means the person or entity under whose name a water account is created and who is ultimately responsible for payment of all charges incurred on the account (Municipal Code 13.04.01). b. “Property-side leak” means any loss of water due to deterioration of pipes, fittings, or equipment, the existence of which is known or unknown to the property owner or tenant (customer), and said loss emanates from the coupling on the customer’s side of the water or recycled water meter or beyond, serving the customer’s property. c. “Committee” means the Utility Billing Adjustment Committee II. BACKGROUND The City Council through Resolution 8032 (1992 Series) created the Utility Billing Adjustment Committee and gave the committee the authority to resolve customer billing concerns, including the reduction of any amounts billed, as the Committee deems appropriate. The Committee is composed of one management representative each from the Finance, Utilities, and Administration departments. The Committee has the authority to establish the policies necessary for performing its duties. III. PURPOSE The purpose of this document is to establish a written policy for extending billing adjustments to water and sewer customers in the City of San Luis Obispo. The policy includes the requirements to request an adjustment; the standard billing adjustment that will be granted if all the requirements are met; sewer cap reevaluation requests; waiver of restore service fees; and variances to this policy. IV. POLICY A. Property Side Leaks Customers are responsible for the service and fittings attached to the Water Utility system beginning at the coupling on the customer’s side of the meter. Any leaks in the line-which are the responsibility of the customer-must be maintained and repaired by the customer solely and at his/her expense per the City’s Municipal Code Chapter 13.04. The customer’s service line, including the fittings on the customer’s side of the meter, is to be maintained in a state of repair sufficient to allow the removal and replacement of the meter for maintenance. No adjustment or credits will be given for leaks which develop because of changing or maintaining the water or recycled water meter, unless it can be shown that the Utility was negligent in performing the meter change or maintenance. The customer is responsible for monitoring higher than expected usage as reflected on the customer’s bill. Customers must investigate higher than expected usage to determine if the usage was caused by a property-side leak. A customer who has observed or has actual knowledge of a property-side leak is in violation of the City’s Water Conservation Regulations as defined in the City’s Municipal Code Chapter 13.07.010 and is required to promptly repair the leak. No adjustment or credit will be applied to the utility bill for the property-side leaks, damage, deterioration or other factors beyond the control of the City, except as defined under Section A.1 – Property-Side Leaks – Billing Adjustments. 1. Customer Adjustment Request Requirements: The Committee, or a designee of the Committee delegated the responsibility for adjusting utility billings, may adjust the water or recycled water usage portion (excluding service charges) and any resulting sewer usage portion (excluding service charges) on a customer’s bill when all the following requirements are met: a. WITHIN 60 DAYS OF LEAK: Customer shall notify City, in writing, of water or recycled water loss and repair of a property-side leak within 60 days from the bill issuance date for the period in which the loss occurred. b. ONE ADJUSTMENT EVERY 24 MONTHS: The customer has not received a property-side leak billing adjustmentk at any one service address in the past 24 months. The 24-month period begins the first month of the billing period following the last billing period for which a property- side leak billing adjustment was received. c. PAYMENT OF BILL: The City shall not extend the due date of a water, recycled water, or wastewater bill because of the customer submitting a request for an adjustment of a bill for a property-side leak. Customer shall pay at least the uncontested portion of the bill to prevent discontinuation of service. d. NEGLIGENT ACTS: There must be evidence that excessive use of water or recycled water was not due to the customer, his/her agents, or tenants’ willful or neglectful acts. e. LEAK MUST BE REPAIRED OR RESOLVED: If the excess usage is due to a property-side leak, the City must be satisfied that the problem that resulted in a request for a billing adjustment has been properly repaired or resolved. f. EVIDENCE OF REPAIR OR RESOLUTION: The City shall require repair bills or other appropriate documentation substantiating the repair of the property-side leak prior to approving a claim for adjustment. The written request shall be accompanied by either a plumber or landscaper’s invoice including a description of the repair work performed or a letter from the customer certifying: a. The name, address, and telephone number of the person discovering the leak; b. The date the leak was discovered; c. The nature and location of the leak; d. The date the leak was repaired; e. The name, address, and telephone number of the person repairing the leak; g. EXCESS WATER USE THAT WILL NOT BE ADJUSTED: The City will NOT extend any adjustments for excess water use due to left-on hoses, excessive irrigation (in time or frequency), or the neglect of wear-and-tear items such as toilet flappers, leaking faucets, water softening systems, and and any water distributing devices attached to the aforementioned items. 2. Standard Billing Adjustment a. The property-side leak billing adjustment shall be limited to one adjustment per 24-month period. The 24-month period begins the first month of the billing period following the last billing period for which a property-side leak billing adjustment was received. b. The property-side leak billing adjustment shall be limited to two consecutive billing periods. c. The property-side leak billing adjustment will be calculated on the following criteria depending upon customer class: i. Residential Accounts Single Family Residential customers’ water usage, because of a property-side leak, must exceed Tier 2 consumption and be at least 50% higher than usage compared to the previous billing cycle to qualify for a property-side leak billing adjustment. If the Committee or its designee grants a property-side leak adjustment, the amount of excess usage due to the property-side leak will be reduced by one-half the difference between the Tier 2 and Tier 3 rate. Example A. Leak Consumption 25 units B. Consumption > 12 units 13 units C. Tier 2 Rate $7.25 D. Tier 3 Rate $13.28 E. Difference between Tier 3 and Tier 2 $6.03 F. One-Half the Difference $3.01 G. Row B x Row F = Adjustment $39.13 ii. Multifamily Accounts Multifamily customers’ water usage, because of a property-side leak, must be at least 50% higher than usage compared to the previous billing cycle to qualify for a property-side leak billing adjustment. If the Committee or its designee grants a property-side leak adjustment, the amount of water usage more than the average usage at the property will be reduced by 22%. This is the same percentage reduction applied to residential accounts. Example A. Leak Consumption 25 units B. Average Consumption 10 units C. Leak Cons – Avg Cons 15 units D. 22% of Rate $1.56 E. Row C x Row D = Adjustment $23.40 iii. Dedicated Irrigation Accounts Dedicated irrigation customers’ water or recycled water usage, because of a property-side leak, must be at least 50% higher than usage compared to the previous billing cycle to qualify for a property-side leak adjustment. If the Committee or its designee grants a property-side leak adjustment, the amount of water usage more than the average usage at the property will be reduced by 22%. This is the same percentage reduction applied to residential accounts. Example A. Leak Consumption 25 units B. Average Consumption 10 units C. Leak Cons – Avg Cons 15 units D. 22% of Rate $2.33 E. Row C x Row D = Adjustment $34.95 iv. Commercial Accounts Commercial customers’ water or recycled water usage, because of a property-side leak, must be at least 50% higher than usage compared to the previous billing cycle to qualify for a property- side leak billing adjustment. If the Committee or its designee grants a property-side leak adjustment, the amount of water usage more than the average usage at the property will be reduced by 22%. This is the same percentage reduction applied to residential accounts. Example A. Leak Consumption 25 units B. Average Consumption 10 units C. Leak Cons – Avg Cons 15 units D. 22% of Rate $1.90 E. Row C x Row = Adjustment $28.50 If the excess usage is due to an indoor leak (not irrigation), no sewer usage adjustment will be given. If the excess usage is due to an outdoor leak, a sewer usage adjustment may be considered. The sewer usage adjustment (based on the excess usage) shall be limited to two billing periods and to one adjustment every 24 months. v. All Accounts – Unexplained Usage Billing Adjustment Customers can apply for one “unexplained” usage billing adjustment per the life of the account. The “unexplained” usage must reach Tier 3 for residential accounts and be at least 50% higher than normal usage compared to the same billing period in previous years for all accounts to qualify for a billing adjustment. Only one “unexplained” usage billing adjustment will be processed for the life of the account. The billing adjustment will be calculated per customer class as described under Section A.2 above. B. Sewer Cap Re-Evaluations Sewer Cap re-evaluations will only be processed for customers who had excess water usage due to a property-side leak that occurred during the most current sewer cap setting period. The sewer cap re-evaluation request for excess water usage due to a property-side leak must be received no later than October 1st. Requests for sewer cap re-evaluations due to any reason other than a property- side leak will not be considered. The re-evaluated sewer cap will be calculated by averaging the winter water consumption excluding the month that the leak occurred. C. Waiving Restore Fees The Utility Billing Adjustment Committee will not waive restore fees assessed when a customer’s water is properly shut off for non-payment. The restore fee is intended to recover the cost to the City for Utility Billing preparing the shut off and Utilities Services turning the water off and then back on so, because the City staff work has already been completed, the fee will not be waived. D. Variance Procedures Variances will be granted, on a case-by-case basis, at the discretion of the Committee. The following conditions are among those that may be given consideration in the variance process: • Granting a leak adjustment more often than once every 24 months; • Granting a sewer cap re-evaluation for a circumstance other than a property-side leak; • Granting a credit for more than two billing periods; • Granting a credit that exceeds the standard billing adjustment. The customer must request a variance in person, during a meeting with the Committee. E. Committee Decisions are Final With the Committee having been granted the authority to resolve utility billing concerns, their decision is final. Any customer who wished to appeal a committee decision may do so by bringing the City to court. Utility Billing Adjustment Committee Submittal Form SERVICE ADDRESS STREET ADDRESS: ACCOUNT #: MAILING ADDRESS (IF DIFFERENT FROM ABOVE) NAME: STREET ADDRESS: CITY, STATE, ZIP: CONTACT INFORMATION HOME/CELL PHONE: EMAIL ADDRESS: THE ABOVE SERVICE ADDRESS HAD UNUSUALLY HIGH WATER USE DUE TO (CHECK ALL THAT APPLY): INDOOR PLUMBING LEAK (TOILET, SHOWER, ETC.) OUTDOOR PLUMBING LEAK (SERVICE LINE, SPIGOT) IRRIGATION LEAK EXCESSIVE IRRIGATION OTHER PLEASE EXPLAIN THE NATURE OF THE PROBLEM THAT CAUSED THE HIGH WATER USAGE (IF NECESSARY, YOU CAN USE AND ATTACH A SEPARATE SHEET OF PAPER): REPAIR RECEIPTS AND/OR OTHER DOCUMENTATION THAT LEAK HAS BEEN REPAIRED. REQUIRED. SIGNATURE OF ACCOUNT HOLDER DATE PRINT NAME 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Thursday, June 15, 2023 11:22 AM To:McCaffrey, Sean Cc:Ben Gulstad; Nelson, Trevor; Travis Dunn; 'Brent May'; keith@bmehvac.com; Chuck Braff Subject:RE: Teams meeting Attachments:2023-06-08_KIVA - Mechanical Revision.pdf Hi Sean, Please see the attached revised sheets that were added to the portal as well last week. After some research and a site visit, we have decided to remove the return air plenum from the drawings and duct the return a ir back to the mechanical unit instead. We have added the revised drawings on the portal and filled out and submitted the staff notification form. Let us know if you have any questions. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Thursday, June 15, 2023 11:09 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Heather, Can you send me all the updated information for the Review? We have change items since the original submittal date and the plan documents are not up to date on my end. I have all the original information that has since been changed. -Sean From: McCaffrey, Sean Sent: Thursday, June 15, 2023 10:34 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Heather, No problem. Just have one more meeting and I will get to it and hopefully deliver good news for everyone’s lunch. 2 -Sean From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 10:25 AM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Hi Sean, We really appreciate it! We will watch for your review this morning. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Wednesday, June 14, 2023 3:12 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting All, Sorry for the late response. I just spoke with Trevor and was explained the timing of this review and how the original date puts people in a hard spot. I can finish the review tomorrow morning. -Sean From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 12, 2023 2:28 PM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Hi Sean, I hope you had a nice weekend. We have completed the work to duct the return air back to the mechanical units and wanted to set up an inspection for as soon as possible. Do you have any further concerns on the plans that were submitted on the portal this last week? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 3 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Thursday, June 8, 2023 3:10 PM To: 'McCaffrey, Sean' <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com>; keith@bmehvac.com; Chuck Braff <chuck@westpacinv.com> Subject: RE: Teams meeting Hi Sean, Thank you again for meeting with us yesterday regarding the return air plenum. After some research and a site visit, we have decided to remove the return air plenum from the drawings and duct the return a ir back to the mechanical unit instead. We have added the revised drawings on the portal and filled out and submitted the staff notification form. Please let us know if you have further questions on this review and we will start adding the return air ducts below the floor ceiling assembly from the registers back to the mechanical units. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Wednesday, June 7, 2023 11:19 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com> Subject: RE: Teams meeting Heather, This is a revision. Revisions are processed through the self-service portal and the permitting staff. Be sure when you upload the revision that you complete the form so that staff is notified that a revision has been submitted. We need to process this way in order for this to get properly reviewed, tracked, and approved. Please upload at your earliest convenience. I am happy to schedule a phone call with you today. I am available at 4:30pm today. Will that work for you? Let me know. Thank you. From: Heather Wiebe <heather@arris-studio.com> Sent: Wednesday, June 7, 2023 10:11 AM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com>; 'Brent May' <brent@bmehvac.com> Subject: RE: Teams meeting 4 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sean, I have added both the contractor and the mechanical engineer to help answer your specific questions regarding BLDG-2531- 2020. 1. Appears to be a plenum located for the return ducts. If this is the case, we are going to need to verify a few things, but I believe it’s not going to work as the (1) hour floor ceiling is comprised of drywall that more than likely is paper face. This is not allowed. (602.0 CMC) Yes, there is a return air plenum. The plenum is below the 1-hr floor ceiling assembly and above a t-bar ceiling. Smoke detectors will be provided. Please see attached for all plenum rated cabling that is installed in the plenum. The ducting from the roof unit to the office TI is enclosed in a 1-hr shaft to a 1-hr floor ceiling assembly, and fire dampers are located where the ducting penetrates through the 1-hr floor ceiling assembly into the return air plenum. 2. Also, we are going to need to show the smoke detection system. (608.0 CMC) A smoke detection system has been added to attached sheet M2.20 and reference to the smoke detectors in the legend on M1.00. See attached revised plans, smoke detector cut sheets, installation and maintenance instructions. 3. Roof layout is only showing me (2) units and the energy plans show me 4 total. There are three (3) existing roof-top units serving this space. The other disciplines were revised to match. Would you be available to jump on a call today to discuss what is built on site? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Friday, May 26, 2023 12:58 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org> Subject: Teams meeting All, Just wanted to follow up on our team’s meeting review. BLDG-2788-2022 1. All Building comments are clear. The water heater comment is okay as your product manual is okay and automatically shuts off. BLDG-2531-2020 1. Appears to be a plenum located for the return ducts. If this is the case, we are going to need to verify a few things, but I believe it’s not going to work as the (1) hour floor ceiling is comprised of drywall that more than likely is paper face. This is not allowed. (602.0 CMC) 2. Also, we are going to need to show the smoke detection system. (608.0 CMC) 3. Roof layout is only showing me (2) units and the energy plans show me 4 total. 5 ** Anyways please review the mechanical plans and provided above information above. Please also include any other information that is typically required for hooking up new mechanical units, I have not seen any platform curbs for the above units/calculations that they can be put there, Electrical drawing for the power to the mechanical units, and what panel they are going to. Please also show the entirety of the HVAC ducts throughout the building so all fire dampers and shafts can be verified they are in the correct locations. -Sean Sean McCaffrey pronouns he/him/his Building Inspector Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E smccaffrey@slocity.org T 805.781.7168 C 805.440.6617 slocity.org Stay connected with the City by signing up for e-notifications PROJECT SITESEE SHEET A1.00 FOR FULL CODE ANALYSIS & BUILDING AREA BREAKDOWNADDRESS:1150 LAUREL LANESAN LUIS OBISPO, CAAPN:004-962-018LOT AREA:PARCEL 1 (M-MU):9.7 ACRES NET (422,532 SF)10.0 ACRES GROSS (435,600 SF)LOCAL ZONING:M-MU (MANUFACTURING-MIXED USE)/MIXED USE IS REQUIRED IN MU OVERLAY ZONEOCCUPANCY GROUPS:B (OFFICE) -SUITE 180CONSTRUCTION TYPES:TYPE III-BSPRINKLERS:YES (NFPA-13)BUILDING AREA:FIRST LEVEL69,900 SFFIRST LEVEL WAREHOUSE89,330 SFTOTAL FIRST FLOOR159,230 SFSECOND LEVEL35,484 SFTENANT AREA:SUITE 180/182 -OFFICE7,525 SFA. AFTER INSTALLATION OF THERMAL INSULATION, THE CONTRACTOR SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING AT THE SATISFACTION OF THE BUILDING INSPECTOR, A CERTIFICATE SIGNED BY THE INSTALLER AND THE CONTRACTOR STATING THAT THE MATERIALS AND INSTALLATION CONFORMS WITH THE CURRENT REQUIREMENTS OF CEC SECTION 118 AND SECTION 150 (A), (B), (C), (D), AND (L). THE CERTIFICATE SHALL INCLUDE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED "R" VALUE, AND (WHERE LOOSE-FILLED INSULATION IS INSTALLED) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CORRESPONDING TO THE MANUFACTURER'S LABELED DENSITY FOR THE REQUIRED "R" VALUE.B. THE CONTRACTOR SHALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, COOLING, WATER, HEATING AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND PRINTED INSTRUCTION ON HOW TO USE THEM EFFECTIVELY.C. ALL MECHANICAL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH UMC, CHAPTER 6 AND CEC SECTION 124 AND 150 (M).D. ALL WEATHER STRIPPING FOR EXTERIOR WINDOWS AND DOORS SHALL BE GASKETED OR OTHERWISE SEALED TO LIMIT INFILTRATION IN ACCORDANCE WITH CEC SECTION 116 (B).E. THE FOLLOWING ITEMS SHALL BE CAULKED OR OTHERWISE SEALED TO LIMIT AIR INFILTRATION AND EXFILTRATION. (CEC SECTION 116 AND 117).a. AT ALL EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN EXTERIOR WALL PANELS.b. AT ALL OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES INTO WALLS, FLOORS AND CEILING.c. AT ALL OPENINGS IN THE ATTIC FLOOR WHERE CEILING MATERIALS MEET INTERIOR AND EXTERIOR WALLS AND MASONRY.d. AT ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE NOT SPECIFICALLY MENTIONED ABOVE.F. ALL MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO INDICATE THAT THEY ARE IN COMPLIANCE WITH THE APPROPRIATE STANDARDS THAT ARE LISTED IN CEC SECTION 116.G. EXHAUST FANS OR OTHER EXHAUST SYSTEMS EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS TO PREVENT AIR LEAKAGE IN ACCORDANCE WITH CEC SECTION 150 (M)A. ALL WORK SHALL CONFORM TO: (A) THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE AND ALL RELATED DOCUMENTS PUBLISHED BY THE I.C.C WHICH HAVE BEEN ADOPTED BY THE LOCAL GOVERNING AGENCY; (B) ALL REGULATIONS AND ORDINANCES OF ALL LOCAL GOVERNING AGENCIES; (C) ANY SPECIAL CONDITIONS REQUIRED BY THE LOCAL GOVERNING AGENCIES; AND (D) ALL CALIFORNIA STATE CODE AMENDMENTS (BUILDING STANDARDS CODE) TITLE 24.B. ALL CODES REFERENCED SHALL BE CALIFORNIA EDITIONS. THE CODES REFERENCED IN THESE PLANS ARE AS FOLLOWS:1. 2019 CALIFORNIA BUILDING CODE (CBC).2. 2019 CALIFORNIA ELECTRICAL CODE (CEC).3. 2019 CALIFORNIA MECHANICAL CODE (CMC).4. 2019 CALIFORNIA PLUMBING CODE (CPC).5. 2019 CALIFORNIA ENERGY CODE.6. 2019 CALIFORNIA HISTORICAL BUILDING CODE.7. 2019 CALIFORNIA FIRE CODE.8. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC).9. 2019 CALFORNIA REFERENCE STANDARDS CODE.10. NATIONAL FIRE CODE (NFPA).11. CITY OF SAN LUIS OBISPO MUNICIPAL CODE.C. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR FOR DIMENSIONS, GRADES, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE SHALL BE PROCEEDING AT HIS OWN RISK.D. OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MISDESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.E. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWINGS SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FOR DIMENSIONAL DISCREPANCIES, OR OTHER NECESSARY CLARIFICATIONS, CONTACT THE ARCHITECT IN WRITING PRIOR TO PLACEMENT OF MATERIALS.F. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE LOCAL GOVERNING AGENCY, THE ARCHITECT, AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS.G. THE ARCHITECT OF RECORD SHALL BE RESPONSIBLE FOR REVIEWING AND APPROVAL OF ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING.H. APPROVED NUMBERS OR ADDRESSES (MINIMUM 6" HIGH) SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. CONTRACTOR SHALL COORDINATE THE LOCATION WITH THE ARCHITECT AND THE FIRE DEPARTMENT.I. NO HAZARDOUS MATERIALS SHALL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN CBC TABLE 307.1(1)J. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.13.K. CONTRACTOR SHALL NOTIFY OWNER PRIOR TO COMMENCING WITH ANY WORK. CONTRACTOR SHALL CONFORM TO ANY REQUIREMENTS FOR NOISE AND DUST, CONTROL TRASH, STORAGE, WORK HOURS, SITE ACCESS, SIGNAGE, ETC. AS DIRECTED BY THE OWNER, LOCAL JURISDICTION AND/OR GOVERNING AGENCY.L. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING INSPECTIONS BY THE BUILDING DEPARTMENT AND OTHER AGENCIES AS REQUIRED.M. PROVIDE ENTRANCE AND/OR EQUIPMENT ROOM KEY(S) FOR KEY BOX UPON FINAL INSPECTION. ALL EXITS TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE.N. FIRE SPRINKLERS ARE TO BE REVIEWED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION.O. ACCESSIBILITY FOR DISABLED PERSONS WILL BE PROVIDED AS REQUIRED BY CODE.P. DIMENSIONS FOR ACCESSIBILITY FEATURES ARE SUBJECT TO CONVENTIONAL INDUSTRY CONSTRUCTION TOLERANCES ONLY WHEN STATED AS ABSOLUTE DIMENSIONS. CONSTRUCTION TOLERANCES ARE NOT ALLOWED FOR DIMENSIONS STATED AS "MAXIMUM", "MINIMUM", OR STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS.THIS PROJECT PROPOSES AN OFFICE TENANT IMPROVEMENT IN AN EXISTING SHELL BUILDING AT 1150 LAUREL LANE, SAN LUIS OBISPO, CA.THE SCOPE OF WORK INCLUDES: INTERIOR DEMISING WALLS, INTERIOR NON-STRUCTURAL FRAMING FOR TENANT SPACES, LIGHTING AND ELECTRICAL, AND MECHANICAL.NO STRUCTURAL WALLS PROPOSEDNO CHANGES IN OCCUPANCY PROPOSEDSUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARDS THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DEISGN AND SUBMITTTALS DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFFERED SUBMITTALS ARE LISTED AS FOLLOWS:1. NFPA-13 FIRE SPRINGKLER SYSTEM2. NFPA-72 FIRE ALARM SYSTEM3. EXTERIOR SIGNAGE SHALL BE SUBMITTTED UNDER A SEPARATE PERMIT APPLICATION (CBC 107.2.1)NOTE: FIRE SPRINGKLER AND FIRE ALARM PLANS SHALL BE PREAPARED BY A CALIFORNIA LICENED C-16 CONTRACTOR, AND MUST BE BORUGHT UP TO CURRENT NFPA #13 STANDARDS AND TITTLE 19, CALIFORNIA CODE OF REGULATIONS.NOTES: 1. SEE TITLE 24 REPORT FOR MORE INFORMATION.2. SEE ENERGY NOTES FOR ADDITIONAL INFORMATION.3. SEE WALL ASSEMBLIES FOR ADDITIONAL INFORMATION.FLOOR/CEILINGFLOOR/CEILING:PER ASSEMBLYWALLSINTERIOR:R-13 UNFACED BATTSPLUMBING WALLS (BAYS W/ PIPES ONLY):FILL STUD BAY W/ UNFACED BATTSSEE SHEET A2.00 FOR FULL CODE ANALYSIS & BUILDING AREA BREAKDOWNPARKING CALCULATIONSPARKING REQUIRED FOR THIS TENANT (SUITES 180,182):OFFICE (SUITE 180):1 SPACE PER 300 SF 23 SPACES(6,890 SF X 1/300 SF) TOTAL REQUIRED23 SPACESTOTAL PROVIDED23 SPACESPARKING REQUIRED FOR THE FULL BUILDING: 484.1PLEASE SEE SHEET A2.00FOR THE FULL BUILDING PARKING BREAKDOWNPARKING PROVIDED:TOTAL SURFACE PARKING:485 SPACESNORTH-EAST LOT68 SPACESNORTH LOT39 SPACESEAST LOT62 SPACESSOUTH LOT211 SPACESWEST LOT105 SPACESA.PROVIDE PORTABLE FIRE EXTINGUISHERS 2A10BC IN SUCH LOCATIONS SO THAT MAX. FLOOR TRAVEL DISTANCE DOES NOT EXCEED 75'-0" TO THE NEAREST EXTINGUISHER FROM ANY PORTION OF THE BUILDING. FIRE EXTINGUISHER CABINET LOCATIONS ARE INDICATED ON THE FLOOR PLAN AND ALL EXTINGUISHERS ARE REQUIRED TO BE ON SITE DURING CONSTRUCTION. (CFC SEC. 1002 AS AMENDED).B.ANY PERSON USING A TORCH OR OTHER FLAME PRODUCING DEVICE FOR SWEATING PIPE JOINTS FROM OR IN ANY BUILDING OR STRUCTURE SHALL PROVIDE ONE APPROVED FIRE EXTINGUISHER ON THE PREMISES WHERE SAID BURNING OPERATION IS PERFORMED. COMBUSTIBLE MATERIAL IN THE CLOSE PROXIMITY OF OPEN FLAME SHALL BE PROTECTED AGAINST IGNITION BY SHIELDING, WETTING OR OTHER MEANS. IN ALL CASES, A FIRE WATCH SHALL BE MAINTAINED IN THE VICINITY OF THE OPERATION FOR ONE-HALF HOUR AFTER THE TORCH OR FLAME-PRODUCING DEVICE HAS BEEN USED. (CFC 1109.3).C.PLAN AND SPECIFICATIONS FOR THE NFPA-13 AUTOMATIC FIRE-SPRINKLER SYSTEM AND FIRE ALARM SYSTEM SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 1001.3 & 1001.4).1.FOR FIRE-ALARM SYSTEMS EMPLOYING AUTOMATIC FIRE DETECTORS OR WATERFLOW DETECTION DEVICES, AT LEAST ONE FIRE ALARM BOX SHALL BE PROVIDED TO INITIATE A FIRE ALARM SIGNAL. THIS FIRE ALARM BOX (PULL STATION) SHALL BE LOCATED WHERE REQUIRED BY THE FIRE DEPARTMENT. (NFPA 72, 3-8.12).2.AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. ACTION OF THE ALARM SHALL BE AS SET FORTH IN UBC STANDARD NO. 9-1, CBC 904.3.2.3.SPRINKLER SYSTEMS IN BUILDINGS THAT HAVE AN UNDETERMINED USE WILL REQUIRE AN AUTOMATIC SPRINKLER SYSTEM WITH A DENSITY OF NO LESS THAN THAT REQUIRED FOR AND ORDINARY HAZARD GROUP 2 WITH A MIN. DESIGN AREA OF 3,000 SQUARE FEET. FOR BUILDINGS OF UNDETERMINED USE WITH CEILING HEIGHTS OVER 20 FEET, THE SYSTEM SHALL BE DESIGNED FOR DENSITY OF 0.33 SQUARE FEET WITH A MIN. DESIGN AREA OF 3,000 SQUARE FEET.D.AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A NORMALLY OCCUPIED LOCATION. ACTUATION OF THE ALARM SHALL BE AS SET FORTH IN CBC STANDARD 9-1. E.THE FIRE DEPARTMENT SHALL INSPECT/APPROVE THE FOLLOWING PER (CFC ARTICLE 10):1.MATERIALS SHALL BE INSPECTED AND APPROVED PRIOR TO INSTALLATION.2.OVERHEAD SPRINKLER PIPING -PRIOR TO CONCEALMENT.3.FINAL OCCUPANCY SIGN OFF -PRIOR TO OCCUPANCY.4.ALL REQUIREMENTS SHALL BE COMPLETED PRIOR TO FINAL OCCUPANCY APPROVAL, EXCEPT AS NOTED OTHERWISE.5.THE FIRE DEPARTMENT SHALL BE GIVEN 48 HOURS MINIMUM NOTICE FOR ALL INSPECTIONS.F.THE CONTRACTOR SHALL SUBMIT PLANS AND SPECIFICATIONS FOR THE ENTIRE FIRE ALARM SYSTEM TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION, CFC 14.103(A). CONTRACTOR SHALL OBTAIN AN ALARM-USER'S PERMIT FROM THE LOCAL GOVERNING AGENCY.G.CONTRACTOR SHALL INSTALL A KNOX-BOX KEY WITH APPROPRIATE KEYS FOR FIRE DEPT. EMERGENCY USE. REFER TO FLOOR PLAN FOR LOCATION. PROVIDE ENTRANCE AND / OR EQUIPMENT ROOM KEY(S) FOR KEY BOX UPON FINAL INSPECTION. KNOX BOX APPLICATION IS AVAILABLE ONLINE AT https://www.knoxbox.com/ OR CONTACT MOLLY BROWN AT 805-781-7560 OR mbrown@slocity.org. THE STANDARD KNOX BOX TO ORDER FOR PROPERTIES WITHIN THE CITY OF SAN LUIS OBISPO IS A BLACK 3200 SERIES KNOX BOX, EITHER FLUSH MOUNT OR SURFACE MOUNT, TO BE MOUNTED IN A LOCATION APPROVED BY THE FIRE DEPARTMENT, AT A HEIGHT OF 6 FEET ABOVE GRADE. A TAMPER SWITCH IS NOT REQUIRED. THE KEY BOX SHALL BE ORDERED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT (ALLOW 7-10 BUSINESS DAYS FROM TIME OF ORDER UNTIL DELIVERY OF THE KEY BOX).H.ALL LOCKABLE EXTERIOR AND INTERIOR DOORS SHALL BE GRANDMASTER KEYED I.THE FIRE ALARM CONTROL PANEL, FIRE SPRINKLER RISER, MAIN ELECTRICAL SHUT-OFF, AND ROOF ACCESS SHALL BE LABELED WITH 1" HIGH CONTRASTING LETTERS.J.THE HOOD AND DUCT EXTINGUISHING SYSTEM IS REQUIRED TO BE CONNECTED TO THE FIRE ALARM SYSTEM.K.ADDRESS NUMBERS: NUMBERS SHALL BE CLEARLY VISIBLE FROM THE CENTERLINE OF THE ROADWAY FRONTING THE BUILDING AND THEY SHALL CONTRAST WITH THEIR BACKGROUND. NUMBER HEIGHT SHALL BE A MINIMUM OF EIGHT (8") INCHES. SEE FIRE DEPARTMENT NOTES. SUITE NUMBERS TO BE PROVIDED ON THE EXTERIOR OF THE BUILDING.1.RECYCLE 50% OF ALL NON-HAZARDOUS CONSTRUCTION DEBRIS.2.USE FSC CERTIFIED MATERIALS FOR INTERIOR FINISHES.3.USE LOW VOC WATER-BASED WOOD STAINS.4.USE LOW VOC & SOLVENT FREE ADHESIVES.5.USE LOW VOC PAINTS.6.USE LOW VOC CARPETS AND RUGS THAT MEET GREEN LABEL PLUS PROGRAM.7.PROVIDE OCCUPANCY SENSORS IN RESTROOMS.8.REFER TO GREEN BUILDING STANDARDS ON SHEETS A1.3 & A1.4 FOR ADDT'L INFO1. UNDERGROUND AND OVERHEAD SPRINKLER PIPING SHALL BE INSPECTED PRIOR TO CONCEALMENT.2. FINAL OCCUPANCY SHALL BE SIGNED-OFF PRIOR TO OCCUPANCY.3. ALL REQUIREMENTS SHALL BE COMPLETED PRIOR TO FINAL OCCUPANCY APPROVAL, EXCEPT AS NOTED OTHERWISE.4. THE FIRE DEPARTMENT SHALL BE GIVE 24 HOURS MINIMUM NOTICE FOR ALL INSPECTIONS. SAN LUIS OBISPO FIRE DEPARTMENT INSPECTOR: 805-781-7560.5. ALL PERMITS SHALL BE ISSUED PRIOR TO START OF ANY WORK.6. NOTICE: WHEN A FIRE INSPECTOR ARRIVES AT A JOB SITE FOR A SCHEDULED INSPECTION AND THE CONTRACTOR OR SUB-CONTRACTOR IS NOT READY FOR THE INSPECTION, THE CONTRACTOR OR SUB-CONTRACTOR MAY BE SUBJECT TO ADDITIONAL INSPECTION FEES AT THE DISCRETION OF THE FIRE CHIEF OF HIS OR HER DESIGNEE. THE MINIMUM CHARGE IS ONE (1) HOUR.A. REFER TO ACOUSTIC DETAILS FOR FURTHER INFORMATION.B. ALL WINDOW AND DOOR FRAMES AND SEALS SHALL BE THOROUGHY CAULKED AND WEATHER-STRIPPED TO PREVENT TO PREVENT AIR LEAK TYPE TRANSMISSION OF SOUND.C. ALL CEILING/WALL JUNCTIONS SHALL BE THOROUGHLY SEALED AND CAULKED.D. COMMON PARTITIONS SHALL BE CONTINUOUS AND OF AIRTIGHT CONSTRUCTION ON EACH SIDE, INCLUDING THE APPLICATION OF CAULKING AND PLATE TAPE AROUND THE ENTIRE PERIMETER AND UNDER THE FIRST FLOOR PLATE. ALL OPENINGS AT AND INSIDE ELECTRICAL BOXES SHALL BE SEALED, AND THE OPPOSING BOXES IN ADJACENT UNITS SEPARATED BY ONE STUD BAY.E. EXHAUST DUCTING AT KITCHENS AND BATHROOMS SHALL BE FITTED WITH ACOUSTICAL ABSORBENT LININGS (SMOOTH DUCT LINING).F. INTERCONNECTING DUCTING BETWEEN DWELLING UNITS SHALL BE AVOIDED.G. ALL WATER SUPPLY LINES SHALL BE CLAMPED BY ISOLATORS WHENEVER IT IS ATTACHED OR PENETRATING WOOD AT EACH STUD CUT PER OPEN RUN. ISOLATORS SHALL BE NON-METAL CLAMPS WITH TENSILE STRENGTH EXCEEDING 200 POUNDS AND ABLE TO WITHSTAND HEAT TO 220 DEGREES FAHRENHEIT. THESE ISOLATORS CAN BE FLEXI-FIN ID NUMBERS 2065, 2086, 2087, 2088, 2033, 2034, 2036, 2037 AND 2040 OR EQUIVALENT CHANNEL MOUNT ID NUMBERS.H. WATER VELOCITIES IN SUPPLY PIPING SHOULD BE DESIGNED NOT TO EXCEED FIVE FEET PER SECOND TO PREVENT PIPE BANGING OR OSCILLATION NOISE.I. PROVIDE APPLICAITION OF ACOUSTICAL SEALANT AT GYPSUM BOARD WALLS BETWEEN BOTH THE CEILINGS AND FLOORS. GAPS SHOULD BE 1/4" TO 1/2" AND FILLED WITH NON-HARDENING ACOUSTICAL SEALANT.J. ISOLATE ALL WATER SUPPLY WASTEWATER PIPING BY BATT OR FILLED INSULATION IN THE IMMEDIATE STUD OR FLOOR JOIST CAVITY CONTAINING THE PIPE RUN.K. DURING CONSTRUCTION IT IS ESSENTIAL THAT ONE UNIT BE FIELD TESTED FOR EXTERIOR NOISE PENETRATION, PARTY WALL TRANSMISSION, AND FLOOR/CEILING NOISE PENETRATION. THESE TESTS SHOULD BE DONE BECAUSE CONSTRUCTION CREWS OFTEN DO NOT UNDERSTAND THE CLOSE TOLERANCES REQUIRED TO IMPLEMENT THE ABOVE MITIGATION MEASURES. THE FIELD TEST SHOULD IDEALLY BE CONDUCTED BEFORE INTERIOR FINISHES.L. UTILIZE ACOUSTICAL LININGS FOR ELECTRICAL OUTLET BOXES AND AVOID PLACING ELECTRICAL OUTLETS BACK TO BACK IN PARTY WALLS.M. RESILIENT CHANNELS MUST BE USED ON ALL CEILINGS WHICH HAVE DWELLING UNITS ABOVE. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND DO NOT OVER SCREW. RESILIENT CHANNELS SHALL NOT OVERLAP, TERMINATE CHANNELS 1/2" OR GREATER DISTANCE PRIOR TO CONTACT WITH WALLS AND CEILINGS.N. PROVIDE ACOUSTIC "WAFFLE" OR NEOPRENE PADS BETWEEN PIPE CLAMPS AND BOTTOM PLATES AT WASTE WATER PIPING LOCATIONS.O. PROVIDE WATER HAMMER ARRESTORS AT ALL QUICK SHUT-OFF VALVES AT LAUNDRY CLOSETS, LAVATORIES AND KITCHEN SINKS.P. ALL OUTLETS AND JUNCTION BOXES RECEIVE A 1/8" THICK PUTTY PAD FOR USE AS AN AIR/ACOUSTICAL BARRIER AT INSULATED EXTERIOR WALLS. CAULK ANY VOIDS BETWEEN INTERIOR GYPSUM BOARD AND OUTLET BOX WITH COMPATIBLE SEALANT, TYP.Thomas E. JessLicensedArchitectStateofCaliforniaExpires 9/2021License #C-2760810987654321ABCDEFGH10987654321ABCDEFClientProjectNO.REVISIONDATEProjectDateSheetTHE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OFARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS. 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 WAVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2020Architect of Record/ConsultantConsultantJK1112GHJK11121327 ARCHER STREET, STE. 220SAN LUIS OBISPO, CA 93401THOMAS E. JESS ARCHITECT (CA) #C27068STEPHEN A. RIGOR ARCHITECT (CA) #C33672ADDRESS805.547.2240ARRIS-STUDIO.COMCONTACTBIM 360://A20048 - Laurel Creek Warehouse Apartments/TI-KIVA.rvt6/7/2023 10:52:36 AMA2008612/03/2020A0.00LAUREL CREEK -KIVA OFF. TILAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897COVER SHEETLAUREL CREEK WAREHOUSE1150 LAUREL LANE, SUITE 180, SAN LUIS OBISPO 93401SHEET INDEXARCHITECTURALA0.00 COVER SHEETA0.01 ADDITIONAL NOTES, ABBREVIATIONS AND SYMBOLSA0.20 ACCESSIBILITY STANDARD NOTESA0.21 ACCESSIBILITY STANDARD DETAILSA0.22 ACCESSIBILITY STANDARD DETAILSA0.23 ACCESSIBILITY STANDARD DETAILSA0.30 CALIFORNIA GREEN BUILDING STANDARDS - NON-RESIDENTIALA1.00 CODE ANALYSIS - FOR REFERENCEA1.10 OVERALL BUILDING PLAN - FOR REFERENCEA1.20 CODE ANALYSIS & EGRESS PLAN - ENLARGED FIRST FLOORA2.00 ARCHITECTURAL SITE PLANA3.00 DEMOLITION PLANA3.10 FIRST FLOOR PLANA3.11 FIRST FLOOR EXPANSIONA3.20 FIRST FLOOR REFLECTED CEILING PLANA3.30 ROOF PLANA5.00 ENLARGED PLANS & INTERIOR ELEVATIONS, EXTERIOR ELEVATIONSA9.00 DOOR AND STOREFRONT SCHEDULEA10.10 ARCHITECTURAL DETAILS - ASSEMBLIESA10.20 ARCHITECTURAL DETAILS - ASSEMBLY CONNECTIONSA10.30 ARCHITECTURAL DETAILS - STOREFRONT21MECHANICAL & PLUMBINGM1.00 MECHANICAL SCHEDULES, NOTES, LEGEND & ABBREVIATIONSM2.10 MECHANICAL FLOOR PLANM2.20 MECHANICAL FLOOR PLANP1.00 KITCHENETTE PLUMBING PLAN4ELECTRICALE1.00 POWER FLOOR PLANE1.01 LIGHTING FLOOR PLANE1.10 TITLE 24 REPORTE1.11 TITLE 24 REPORTE1.12 TITLE 24 REPORT5Grand total: 30PHONE:FAX:CONTACT:EMAIL:LAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897CHUCK BRAFFchuck@bowtieholdings.comOWNER:PHONE:FAX:CONTACT:EMAIL:ARRIS STUDIO ARCHITECTS1327 ARCHER STREET, SUITE 220SAN LUIS OBISPO, CA 93401(805) 547-2240(805) 547-2241THOM JESSTJESS@ARRIS-STUDIO.COMARCHITECT:LAUREL CREEK -OFFICE TENANT IMPROVEMENT -SUITE 1801150 LAUREL LANE, SUITE 180SAN LUIS OBISPOPROJECT DIRECTORYGENERAL NOTESDEFERRED SUBMITTALSVICINITY MAPINSULATION SCHEDULEPROJECT STATISTICSGREEN BUILDING NOTESENERGY NOTESPROJECT DESCRIPTION2 1ST PLAN CHECK 03/18/20215 KIVA OFFICE - REVISION TO PERMIT 7/19/20226 KIVA OFFICE - MECHANICALREVISION6/06/2023PARKING CALCULATIONSFIRE DEPARTMENT NOTESINSPECTIONS & PERMIT REQUIREMENTSACOUSTICAL NOTES56 1/4"/1/2"MIN. CLR.4'-0"0005QNOP99101011111212131314141515MIN. CLR.4'-0"2313231223142312231423122314NOT IN SCOPENOT IN SCOPE1. COORDINATE MECHANICAL PENETRATION LOCATIONS WITH MECHANICAL DRAWINGS.2. COORDINATE PLUMBING PENETRATION LOCATIONS WITH PLUMBING DRAWINGS.3. PROVIDE 1/4" PER FOOT MINIMUM ROOF SLOPE TOWARDS ROOF DRAINS.4. PROVIDE A CLASS II VAPOR RETARDER AT THE UNDERSIDE OF THE ROOF JOIST.KIVAThomas E. JessLicensedArchitectStateofCaliforniaExpires 9/2021License #C-2760810987654321ABCDEFGH10987654321ABCDEFClientProjectNO.REVISIONDATEProjectDateSheetTHE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS & ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OFARRIS STUDIO ARCHITECTS AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF ARRIS STUDIO ARCHITECTS. 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 WAVER OF ARRIS STUDIO ARCHITECTS' RIGHTS. ARRIS STUDIO ARCHITECTS COPYRIGHT 2020Architect of Record/ConsultantConsultantJK1112GHJK11121327 ARCHER STREET, STE. 220SAN LUIS OBISPO, CA 93401THOMAS E. JESS ARCHITECT (CA) #C27068STEPHEN A. RIGOR ARCHITECT (CA) #C33672ADDRESS805.547.2240ARRIS-STUDIO.COMCONTACTBIM 360://A20048 - Laurel Creek Warehouse Apartments/TI-KIVA.rvt6/7/2023 2:26:51 PMA2008612/03/2020A3.30LAUREL CREEK -KIVA OFF. TILAUREL CREEK LLC1150 LAUREL LANESAN LUIS OBISPO, CA 93401(310)990-6897ROOF PLANLAUREL CREEK WAREHOUSE1150 LAUREL LANE, SUITE 180, SAN LUIS OBISPO 93401TRUE NORTHPROJECT NORTH1/4" = 1'-0"ROOF PLANK126 KIVA OFFICE - MECHANICALREVISION6/06/2023GENERAL NOTESROOF REFERENCE NOTESKEY PLAN0005 DASHED LINE INDICATES OUTLINE OF EXISTING FIREWALL BELOW,SURROUNDING HATCHED AREA INDICATES 4'-0" MINIMUM AREA ONEITHER SIDE OF WHERE THE FIREWALL MEETS THE ROOF TO BE CLEAR OFPENETRATIONS.2312 EXISTING HEAT PUMP AND DUCT CONNECTION SERVICING TENANTSPACE, SEE MECHANICAL DRAWINGS FOR CONTINUATION.2313 EXISTING HEAT PUMP UNDER PERMITTED SET #BLDG-1885-2020, NOT INSCOPE2314 EXISTING PUMP PLATFORM SHOWN DASHED66666 OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM1.00MECHANICAL SCHEDULES, NOTES, LEGEND & ABBREVIATIONS HVAC LEGEND4FLEX CONN. INSTALLATIONDIFFUSER CONNECTION2TYPICAL FLEX DUCT HANGER5CONDENSER MOUNTING16ROUND VOLUME DAMPERHVAC ABBREVIATIONSCEILING CASSETTE MOUNTING3TYPICAL RETURN AIR TRANSFER DUCT7GRILLE, REGISTER & DIFFUSER SCHEDULEFLOOR/CEILING FIRE DAMPER8SPLIT SYSTEM HEAT PUMP SCHEDULE EXISTING 150LAUREL CREEK LLC A2008612/03/20221150 LAUREL LANE STE. 175 SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.10MECHANICAL FLOOR PLANMECHANICAL FIRST FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTHREFERENCE NOTES SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.20MECHANICAL FLOOR PLANMECHANICAL SECOND FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTH 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Thursday, June 15, 2023 1:19 PM To:Schwartz, Luke Cc:Ben Gulstad; Chuck Braff Subject:RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, Much appreciated! Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Schwartz, Luke <LSchwart@slocity.org> Sent: Thursday, June 15, 2023 11:18 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Yes, done. Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 11:13 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We appreciate your quick review and response. Are you able to clear TransportaƟon in the computer for this plan check? Thank you, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 2 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Schwartz, Luke <LSchwart@slocity.org> Sent: Thursday, June 15, 2023 11:11 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Thanks Heather. All good on this end. Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 10:51 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We forgot sheet E0.22 which includes the panel schedules. Please see aƩached. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Thursday, June 15, 2023 10:49 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, Please see the two electrical sheets that include the path lighƟng aƩached. COMMUNITY DEVELOPMENT – TRANSPORTATION 3 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Schwartz, Luke <LSchwart@slocity.org> Sent: Wednesday, June 14, 2023 11:12 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Heather, Sorry for the delay, I’ve been out of the office. If the only pending item is comment #1 below (show that lighting is included along the path), I’m happy to take a quick look if you want to send me the relevant civil/electrical sheets from the revised plans. If you think a call is more helpful to walk through this, I have an opening tomorrow between 10am-12pm if that works on your end. Thanks, Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 12, 2023 9:41 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments 4 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Luke, We wanted to touch base with you on the below email from last week. Is there a Ɵme this week to jump on a call and review these remaining items? We just did the same with Building so they are now signed off. We look forward to hearing from you. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Monday, June 5, 2023 9:09 AM To: lschwartz@slocity.org Cc: Ben Gulstad <bgulstad@arris-studio.com> Subject: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We had a few remaining comments from the TransportaƟon Department and wanted to touch base with you to see if we could set up a call to review the remaining comments. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Thursday, June 15, 2023 10:51 AM To:Schwartz, Luke Cc:Ben Gulstad; Chuck Braff Subject:RE: BLDG - 2788-2022 Final Plan Check Comments Attachments:E0.22.pdf Hi Luke, We forgot sheet E0.22 which includes the panel schedules. Please see aƩached. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Thursday, June 15, 2023 10:49 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, Please see the two electrical sheets that include the path lighƟng aƩached. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Schwartz, Luke <LSchwart@slocity.org> Sent: Wednesday, June 14, 2023 11:12 AM 2 To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Heather, Sorry for the delay, I’ve been out of the office. If the only pending item is comment #1 below (show that lighting is included along the path), I’m happy to take a quick look if you want to send me the relevant civil/electrical sheets from the revised plans. If you think a call is more helpful to walk through this, I have an opening tomorrow between 10am-12pm if that works on your end. Thanks, Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 12, 2023 9:41 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Luke, We wanted to touch base with you on the below email from last week. Is there a Ɵme this week to jump on a call and review these remaining items? We just did the same with Building so they are now signed off. We look forward to hearing from you. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Monday, June 5, 2023 9:09 AM To: lschwartz@slocity.org 3 Cc: Ben Gulstad <bgulstad@arris-studio.com> Subject: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We had a few remaining comments from the TransportaƟon Department and wanted to touch base with you to see if we could set up a call to review the remaining comments. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com - BATTERYBACKUP12CLLITHONIACLX-L48-3000LM-SEF-FDL-MVOLT-GZ10-30K-80CRI-MB120V 1P 2W20.32LED, 3000 LUMENS, 3000K, 0-10VDIMMINGCHAIN HUNG4' LINEAR LED39CLELITHONIACLX-L48-3000LM-SEF-FDL-MVOLT-GZ10-30K-80CRI-MB-E10WLCP120V 1P 2W20.32LED, 3000 LUMENS, 3000K, 0-10VDIMMINGCHAIN HUNG4' LINEAR LED W/ 90 MINUTE MINIMUM BATTERYBACKUP13CPANP LIGHITNGW512-M016LDD-W-30K-SSC-SRTCC-BLC120V 1P 2W16LED 2000 LUMENS, 3000K, 0-10VPENDANTINDUSTRIAL PENDANT97X1LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDCEILINGEXIT SIGN, 1 SIDED WITH INTEGRAL 90 MINUTEMINIMUM BATTERY BACKUP5X1A1LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDSURFACEEXIT SIGN, 1 SIDED, 1 ARROW WITH INTEGRAL 90MINUTE MINIMUM BATTERY BACKUP7X1A2LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDSURFACEEXIT SIGN, 1 SIDED, 1 ARROW WITH INTEGRAL 90MINUTE MINIMUM BATTERY BACKUP1X2A1LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDCEILINGEXIT SIGN, 2 SIDED, 1 DIRECTION WITH INTEGRAL90 MINUTE MINIMUM BATTERY BACKUP5X2A2LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDCEILINGEXIT SIGN, 2 SIDED, 1 DIRECTION WITH INTEGRAL90 MINUTE MINIMUM BATTERY BACKUP1XELITHONIAELM2L-SDRT120V 1P 2W2.4LED, 220 LUMENSWALLEMERGENCY LIGHT WITH 90 MINUTE MINIMUMBATTERY BACKUP23RC1120V 1P 2WSURFACEUNDER CABINET LIGHT W/ INTEGRAL SWITCHALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RD1120V 1P 2WSURFACE4" SURFACE DOWNLIGHTALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RD2120V 1P 2WSURFACE4" SURFACE DOWNLIGHTALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RL1120V 1P 2WWALLVANITY LIGHTALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RP1120V 1P 2WCEILINGSMALL PENDANTALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RW120V 1P 2WWALLEXTERIOR WALL SCONCEALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.OUTDOOR LIGHTS SHALL BE MANUALLY AND AUTOMATICALLY CONTROLLED PER CEnC 150.0(k)3.RW1120V 1P 2WWALLEXTERIOR WALL SCONCEALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.OUTDOOR LIGHTS SHALL BE MANUALLY AND AUTOMATICALLY CONTROLLED PER CEnC 150.0(k)3.S1ELITHONIA LIGHTINGWPX1 -LED -P2 -40K -MVOLT-E14WC -***120V 1P 2W24LED, 2900 LM, 80CRI, 4000K, NOTDIMMEDWALLLED WALLPACK WITH INTEGRAL 90 MINUTEMINIMUM BATTERY BACKUP*** FINISH SELECTED BY ARCHITECT6SBKIM LIGHTINGPA75 FT NU 5 12L-01-3K7 42A **MW UNV120V 1P 2W14LED 3000K 1000 LUMENSCONCRETE BASEEXISTING BOLLARD WITH INTEGRAL MOTIONSENSOR (50% DIM, 100% OUTPUT UPONDETECTION)INSTALLED UNDER SEPERATE PROJECT. SHOWNFOR INFORMATIONAL PURPOSES ONLY.5SB2KIM LIGHTINGPA75 FT NU 1 12L-01-3K7 42A **MW UNV120V 1P 2W14LED 3000K 1000 LUMENSCONCRETE BASEBOLLARD TYPE 1 DISTRIBUTION WITH INTEGRALMOTION SENSOR (50% DIM, 100% OUTPUT UPONDETECTION)** ARCHITECT TO SELECT FINISH27SP1BEACON LIGHTINGHEAD: VP - MICRO STRIKE -1-160L-135 -3K7 -5QW -UNV -A -**-NXWS40FPOLE: SSA-B -18 -40 -A -1 -B3 -**120V 1P 2W132.2LED, 18000LM, 70 CRI, 3000K,DIMMING 0-10VPOLEEXTERIOR SINGLE HEAD (20' AFF) POLE TYPE 5QWDISTRIBUTION WITH INTEGRAL MOTION SENSOR(50% DIM, 100% OUTPUT UPON DETECTION)** FINISH SELECTED BY ARCHITECT5SW2DMF LIGHTINGDC4 - WM - W -L -30 -FL -0 -00 -00-30 -** -O -00 -R120V 1P 2W40LED, 3000LM, 90 CRI, 3000K,DIMMING 0-10VWALLEXTERIOR WALL SCONCE** FINISH SELECTED BY ARCHITECT21SW2EDMF LIGHTINGDC4 - WM - W -L -30 -FL -0 -00 -00-30 -** -O -00 -R120V 1P 2W40LED, 3000LM, 90 CRI, 3000K,DIMMING 0-10VWALLEXTERIOR WALL SCONCE WITH 90 MINUTEMINIMUM INVERTER BACKUP** FINISH SELECTED BY ARCHITECT10SW3KIM LIGHTINGWDM -D -48L -55 -3K7 -4F -UNV -***-NXWS16F120V 1P 2W55LED, 6000LM, 70 CRI, 3000K,DIMMING 0-10VWALLEXTERIOR WALLPACK TYPE 4F DISTRIBUTION WITHINTEGRAL MOTION SENSOR (50% DIM, 100%OUTPUT UPON DETECTION)** FINISH SELECTED BY ARCHITECT4SW3EKIM LIGHTINGWDM -D -48L -55 -3K7 -4F -UNV -***-NXWS16F120V 1P 2W55LED, 6000LM, 70 CRI, 3000K,DIMMING 0-10VWALLEXTERIOR WALLPACK TYPE 4F DISTRIBUTION WITHINTEGRAL MOTION SENSOR (50% DIM, 100%OUTPUT UPON DETECTION) WITH 90 MINUTEMINIMUM INVERTER BACKUP** FINISH SELECTED BY ARCHITECT9nLIGHT GATEWAY (TIME CLOCK) "TC" SCHEDULEZONELOAD LOCATIONMANUAL LIGHTING CONTROL DESCRIPTIONAUTOMATIC CONTROL DESCRIPTIONzE1EXTERIOR WALL SCONCESN/ATIME CLOCK: PER OWNER-DEFINED SCHEDULE (CEnC130.1(c)1.A.)zE2EXTERIOR BIKE PATHN/AASTRONOMICAL TIME CLOCK: DUSK TO DAWN (CEnC130.2(c)1.).OCCUPANCY SENSOR DIMMED BY 50-90% WHEN ZONE ISVACATED, AND 100% WHEN ZONE IS OCCUPIED (CEnC130.2(c)3.).zE3EXTERIOR WALKING PATH TOPUBLIC WAYN/AASTRONOMICAL TIME CLOCK: DUSK TO DAWN (CEnC130.2(c)1.).OCCUPANCY SENSOR DIMMED BY 50-90% WHEN ZONE ISVACATED, AND 100% WHEN ZONE IS OCCUPIED (CEnC130.2(c)3.).zE4EXTERIOR WALL PACKSN/ATIME CLOCK: PER OWNER-DEFINED SCHEDULE (CEnC130.1(c)1.A.)OCCUPANCY SENSOR DIMMED BY 50-90% WHEN ZONE ISVACATED, AND 100% WHEN ZONE IS OCCUPIED (CEnC130.2(c)3.).zE5EXTERIOR POLEN/ATIME CLOCK: PER OWNER-DEFINED SCHEDULE (CEnC130.1(c)1.A.)OCCUPANCY SENSOR DIMMED BY 50-90% WHEN ZONE ISVACATED, AND 100% WHEN ZONE IS OCCUPIED (CEnC130.2(c)3.).NOTES:- PROGRAM INTERIOR TIME CLOCK CONTROLLED ZONES FOR 2-HOUR AFTER-HOURS OVERRIDE VIA MANUAL CONTROL WITH 5-MINUTE WARNINGSIGNAL PRIOR TO SHUTOFF.- PLUG LOAD CONTROL (WHERE REQUIRED) SHALL HAVE ONLY AUTOMATIC CONTROL (OCCUPANCY SENSOR OR TIME CLOCK AS APPLICABLE), ANDSHALL NOT BE CONTROLLED BY MANUAL LIGHTING CONTROL FOR THE ASSOCIATED ROOM/AREA. EXCEPTION: AFTER HOURS OVERRIDE SHALLAPPLY TO PLUG LOAD CONTROLS IN THE ASSOCIATED AREA.-PROVIDE OWNER WITH TRAINING FOR PROGRAMMING AND REPROGRAMMING TIME CLOCK FUNCTION AND SCHEDULE.1KJHGFEDCBAKJHGFEDCBA23456789101112123456789101112ARCHITECT OF RECORD/CONSULTANTADDRESS1327 ARCHER STREET, SUITE 220SAN LUIS OBISPO, CA 93401CONTACT805.547.2240ARRIS-STUDIO.COMTHOMAS E. JESS ARCHITECT #C27608STEPHEN A. RIGORARCHITECT #C33672T H E I N C L U D E D D R A W I N G S , S P E C I F I C A T I O N S , I D E A S , D E S I G N S & A R R A N G E M E N T S R E P R E S E N T E D T H E R E B Y A R E A N D S H A L L R E M A I N T H E P R O P E R T Y O F A R R I S S T U D I O A R C H I T E C T S A N D N O P A R T T H E R E O F S H A L L B E C O P I E D , D I S C L O S E D T O O T H E R S O R U S E D I N C O N N E C T I O N W I T H A N Y W O R K O R P R O J E C T O T H E R T H A N T H E S P E C I F I C P R O J E C T F O R W H I C H T H E Y H A V E B E E N P R E P A R E D A N D D E V E L O P E D W I T H O U T T H E W R I T T E N C O N S E N T O F A R R I S S T U D I O A R C H I T E C T S . V I S U A L C O N T A C T W I T H T H E S E D R A W I N G S O R S P E C I F I C A T I O N S S H A L L C O N S T I T U T E C O N C L U S I V E E V I D E N C E O F A C C E P T A N C E O F T H E S E R E S T R I C T I O N S . S U B M I T T A L O F T H E S E D O C U M E N T S F O R P U B L I C A G E N C Y R E V I E W S H A L L N O T B E C O N S I D E R E D A W A I V E R O F A R R I S S T U D I O A R C H I T E C T S ' R I G H T S . A R R I S S T U D I O A R C H I T E C T S C O P Y R I G H T 2 0 0 8 -2 0 2 0 2/10/2023PLAN CHECK #11DATEREVISION#A20048PROJECTJUNE 2, 2022DATESHEETLAUREL NWE APARTMENTS 1150 LAUREL LANE, SAN LUIS OBISPO, CA 93401 PROJECT CLIENT CONSULTANT 05/11/2023PLOT BY: Above Grade PLOT DATE: May 11, 2023 - 4:20pm Drawing name: N:\2022\22007-Laurel-Creek-E&W-Appartments\Electrical\Condocs-Elec\Sheetfiles-Elec\22007-E0.31~E0.32_ElecSch.dwg E0.31WAREHOUSE APARTMENTS - PHASE 2 LAUREL CREEK LLC 1150 LAUREL LANE STE. 120 SAN LUIS OBISPO, CA 93401 (714)368-7724 5/11/2023PLAN CHECK #22ELECTRICAL SCHEDULES 1 From:Schwartz, Luke Sent:Thursday, June 15, 2023 11:10 AM To:Heather Wiebe Cc:Ben Gulstad; Chuck Braff Subject:RE: BLDG - 2788-2022 Final Plan Check Comments Attachments:E1.02.pdf; E0.31.pdf Thanks Heather. I have no additional comments on these plans. Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 10:49 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, Please see the two electrical sheets that include the path lighƟng aƩached. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 2 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Schwartz, Luke <LSchwart@slocity.org> Sent: Wednesday, June 14, 2023 11:12 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Heather, Sorry for the delay, I’ve been out of the office. If the only pending item is comment #1 below (show that lighting is included along the path), I’m happy to take a quick look if you want to send me the relevant civil/electrical sheets from the revised plans. If you think a call is more helpful to walk through this, I have an opening tomorrow between 10am-12pm if that works on your end. Thanks, Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 12, 2023 9:41 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Luke, We wanted to touch base with you on the below email from last week. Is there a Ɵme this week to jump on a call and review these remaining items? We just did the same with Building so they are now signed off. We look forward to hearing from you. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 3 From: Heather Wiebe Sent: Monday, June 5, 2023 9:09 AM To: lschwartz@slocity.org Cc: Ben Gulstad <bgulstad@arris-studio.com> Subject: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We had a few remaining comments from the TransportaƟon Department and wanted to touch base with you to see if we could set up a call to review the remaining comments. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com SBSBSBSBSB66666( A R E D A N D D E V E L O P E D W I T H O U T T H E W R I T T E N C O N S E N T O F A R R I S S T U D I O A R C H I T E C T S . V I S U A L C O N T A C T W I T H T H E S E D R A W I N G S O R S P E C I F I C A T I O N S S H A L L C O N S T I T U T E C O N C L U S I V E E V I D E N C E O F A C C E P T A N C E O F T H E S E R E S T R I C T I O N S . S U B M I T T A L O F T H E S E D O C U M E N T S F O R P U B L I C A G E N C Y R E V I E W S H A L L N O T B E C O N S I D E R E D A W A I V E R O F A R R I S S T U D I O A R C H I T E C T S ' R I G H T S . A R R I S S T U D I O A R C H I T E C T S C O P Y R I G H T 2 0 0 8 -2 0 2 0 2/10/2023PLAN CHECK #11DATEREVISION#A20048PROJECTJUNE 2, 2022DATESHEETLAUREL NWE APARTMENTS 1150 LAUREL LANE, SAN LUIS OBISPO, CA 93401 PROJECT CLIENT CONSULTANT 05/11/2023PLOT BY: Above Grade PLOT DATE: May 11, 2023 - 4:20pm Drawing name: N:\2022\22007-Laurel-Creek-E&W-Appartments\Electrical\Condocs-Elec\Sheetfiles-Elec\22007-E1.01~E1.02_Site.DWG E1.02WAREHOUSE APARTMENTS - PHASE 2 LAUREL CREEK LLC 1150 LAUREL LANE STE. 120 SAN LUIS OBISPO, CA 93401 (714)368-7724 5/11/2023PLAN CHECK #22LIGHTING SITE PLAN 2 EXISTINGEXISTING2NOTENEUTRALBUS AMPSVOLTSAICMAIN CHARGING STATION(PHASE 1)(DUAL PORT 32A TOTAL @ 208V)SPAREPANEL (F) EV1CNOTENEUTRALBUS AMPSVOLTSAICMAIN BKRLUGSFED FROMMOUNTINGROOMCBCIRCUIT DESCRIPTIONLOAD KVA#CKTCIRCUIT DESCRIPTIONCKTBKR#CKTCKTBKRACBLOAD KVAAWIRESIZEWIRESIZESTANDARD60035,000600208Y/120V 3P 4WSURFACE(E) EV1B(E) EV1A100%40/22.6630/22.1321#8#10 | |432.132.6630/240/2652.132.66#8#10 |2.66 |2.138730/240/21092.132.66#8#10 | |12112.132.6640/22.6630/22.131413#8#10 | |16152.132.6630/240/218172.132.66#8#10 |2.66 |2.13201930/230/222212.132.13#10#10 | |24232.132.1330/22.1330/22.132625#10#10 | |28272.132.1330/230/230292.132.13#10#10 |2.13 |2.13323130/230/234332.132.13#10#10 | |36352.132.1330/22.1330/22.133837#10#10 | |40392.132.1330/230/242412.132.13#10#10 |2.13 |2.13444330/230/246452.132.13#10#10 | |48472.132.1330/22.1330/22.135049#10#10 | |52512.132.1340/240/2545300 |0 |0565540/240/2585700 | |605900TOTAL CONNECTED KVA BY PHASE40.539.935.7CONN KVACALC KVACALC KVACONTINUOUS116145(125%)TOTAL LOAD145BALANCED 3-PHASE LOAD403 AEV "READY" CHARGING STATION(PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "READY" CHARGING STATION(PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "READY" CHARGING STATION(PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "READY" CHARGING STATION(PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "READY" CHARGING STATION(PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)SPARESPAREEV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)SPARESPARENOTENEUTRALBUS AMPSVOLTSAICMAIN BKRLUGSFED FROMMOUNTINGROOMCBCIRCUIT DESCRIPTIONLOAD KVA#CKTCIRCUIT DESCRIPTIONCKTBKR#CKTCKTBKRACBLOAD KVAAWIRESIZEWIRESIZESTANDARD40035,000400208Y/120V 3P 4WSURFACE(F) EV1C(E) EV1A100%30/22.1330/22.1321#10#10 | |432.132.1330/230/2652.132.13#10#10 |2.13 |2.138730/230/21092.132.13#10#10 | |12112.132.1330/22.1330/22.131413#10#10 | |16152.132.1330/230/218172.132.13#10#10 |2.13 |2.13201930/230/222212.132.13#10#10 | |24232.132.1330/22.1330/22.132625#10#10 | |28272.132.1340/230/2302902.13#10 |2.13 |03231TOTAL CONNECTED KVA BY PHASE23.421.319.2CONN KVACALC KVACALC KVACONTINUOUS63.979.9(125%)TOTAL LOAD79.9BALANCED 3-PHASE LOAD222 AEV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)EV "CAPABLE" CHARGINGSTATION (PHASE 1)(DUAL PORT 32A TOTAL @ 208V)SPARE2[X]PANEL SCHEDULE NOTES -COMMERCIAL[1]EV "READY" FOR PHASE 2. SHALL USE EXISTING CIRCUIT BREAKER,CONDUIT, AND BOXES INSTALLED UNDER PHASE 1 WITH NEWCONDUCTORS.[2]NEW CIRCUIT BREAKER REQUIRED IN EXISTING PANEL. NEW CIRCUITBREAKER STYLE AND AIC RATINGS SHALL MATCH EXISTING.[3][4][5][6][7][8][9][10]GENERAL NOTES:-IDENTIFICATION OF DISCONNECTING MEANS: EACH DISCONNECTINGMEANS SHALL BE LEGIBLY MARKED TO INDICATE ITS PURPOSE AND OFSUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED(CEC 110.22(A)).-SWITCHGEAR AND PANELBOARD FIELD IDENTIFICATION: EVERY CIRCUITAND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO ITSCLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. EACH CIRCUITIDENTIFICATION SHALL INCLUDE SUFFICIENT DETAIL TO DISTINGUISH ITFROM ALL OTHERS. PANELBOARD CIRCUIT IDENTIFICATION SHALL BEINCLUDED IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE ORINSIDE OF THE PANEL DOOR. SWITCHBOARD CIRCUIT IDENTIFICATIONSHALL BE INCLUDED AT EACH SWITCH OR CIRCUIT BREAKER. (CEC408.4(A))-ALL MULTI-POLE CIRCUIT BREAKERS SHALL INCLUDE HANDLE TIES TOSIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS (CEC210.4(B)).-ALL CONDUCTORS SHALL BE 75°C TEMPERATURE RATED COPPER WITHTYPE THHN/THWN INSULATION, AND SIZED IN ACCORDANCE WITH CECTABLE 315(B)(16) UON.-NEUTRAL CONDUCTORS SHALL NOT BE USED FOR MORE THAN ONEBRANCH CIRCUIT, FOR MORE THAN ONE MULTIWIRE BRANCH CIRCUIT, ORFOR MORE THAN ONE SET OF UNGROUNDED FEEDER CONDUCTORS (CEC200.4).-A COPPER EQUIPMENT GROUNDING CONDUCTOR PER CEC 250.118(1)SHALL BE INCLUDED IN EACH CONDUIT WITH CIRCUIT CONDUCTORS. ITSHALL BE SIZED PER TABLE 250.122, BUT IN NO CASE SHALL BE REQUIREDTO BE LARGER THAN THE CIRCUIT CONDUCTORS.-HOMERUN CONDUITS SHALL BE A MINIMUM OF 3/4" UNLESS OTHERWISENOTED.-CONDUIT SHALL BE SIZED FOR PERCENT CONDUCTOR FILL PER CECTABLE 1, CHAPTER 9.-CONDUCTORS, RACEWAYS, AND CABLES SHALL BE PROTECTED AGAINSTPHYSICAL DAMAGE PER CEC 300.4.-VERIFY EQUIPMENT NAMEPLATES/LOADS/VOLTAGE REQUIREMENTS,OVERCURRENT PROTECTION, DISCONNECTING MEANS, CONDUCTOR SIZE,AND CONNECTION REQUIREMENTS WITH SUPPLIED EQUIPMENT PRIOR TOROUGH IN.-CIRCUIT DESCRIPTION: "L"-LIGHTING, 'G'-GENERAL, 'R'- RECEPTACLE,'K'-KITCHEN, 'M'-MECHANICAL1KJHGFEDCBAKJHGFEDCBA23456789101112123456789101112ARCHITECT OF RECORD/CONSULTANTADDRESS1327 ARCHER STREET, SUITE 220SAN LUIS OBISPO, CA 93401CONTACT805.547.2240ARRIS-STUDIO.COMTHOMAS E. JESS ARCHITECT #C27608STEPHEN A. RIGORARCHITECT #C33672T H E I N C L U D E D D R A W I N G S , S P E C I F I C A T I O N S , I D E A S , D E S I G N S & A R R A N G E M E N T S R E P R E S E N T E D T H E R E B Y A R E A N D S H A L L R E M A I N T H E P R O P E R T Y O F A R R I S S T U D I O A R C H I T E C T S A N D N O P A R T T H E R E O F S H A L L B E C O P I E D , D I S C L O S E D T O O T H E R S O R U S E D I N C O N N E C T I O N W I T H A N Y W O R K O R P R O J E C T O T H E R T H A N T H E S P E C I F I C P R O J E C T F O R W H I C H T H E Y H A V E B E E N P R E P A R E D A N D D E V E L O P E D W I T H O U T T H E W R I T T E N C O N S E N T O F A R R I S S T U D I O A R C H I T E C T S . V I S U A L C O N T A C T W I T H T H E S E D R A W I N G S O R S P E C I F I C A T I O N S S H A L L C O N S T I T U T E C O N C L U S I V E E V I D E N C E O F A C C E P T A N C E O F T H E S E R E S T R I C T I O N S . S U B M I T T A L O F T H E S E D O C U M E N T S F O R P U B L I C A G E N C Y R E V I E W S H A L L N O T B E C O N S I D E R E D A W A I V E R O F A R R I S S T U D I O A R C H I T E C T S ' R I G H T S . A R R I S S T U D I O A R C H I T E C T S C O P Y R I G H T 2 0 0 8 -2 0 2 0 2/10/2023PLAN CHECK #11DATEREVISION#A20048PROJECTJUNE 2, 2022DATESHEETLAUREL NWE APARTMENTS 1150 LAUREL LANE, SAN LUIS OBISPO, CA 93401 PROJECT CLIENT CONSULTANT 05/11/2023PLOT BY: Above Grade PLOT DATE: May 11, 2023 - 4:20pm Drawing name: N:\2022\22007-Laurel-Creek-E&W-Appartments\Electrical\Condocs-Elec\Sheetfiles-Elec\22007-E0.21~E0.22_ComSLD&Pnl.dwg E0.22WAREHOUSE APARTMENTS - PHASE 2 LAUREL CREEK LLC 1150 LAUREL LANE STE. 120 SAN LUIS OBISPO, CA 93401 (714)368-7724 5/11/2023PLAN CHECK #22PANEL SCHEDULES - COMMERCIAL 1 From:Schwartz, Luke Sent:Thursday, June 15, 2023 11:18 AM To:Heather Wiebe Cc:Ben Gulstad; Chuck Braff Subject:RE: BLDG - 2788-2022 Final Plan Check Comments Yes, done. Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 11:13 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We appreciate your quick review and response. Are you able to clear TransportaƟon in the computer for this plan check? Thank you, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Schwartz, Luke <LSchwart@slocity.org> Sent: Thursday, June 15, 2023 11:11 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Thanks Heather. All good on this end. Luke Schwartz, PE Transportation Manager 2 Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, June 15, 2023 10:51 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We forgot sheet E0.22 which includes the panel schedules. Please see aƩached. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Thursday, June 15, 2023 10:49 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, Please see the two electrical sheets that include the path lighƟng aƩached. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 3 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Schwartz, Luke <LSchwart@slocity.org> Sent: Wednesday, June 14, 2023 11:12 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Heather, Sorry for the delay, I’ve been out of the office. If the only pending item is comment #1 below (show that lighting is included along the path), I’m happy to take a quick look if you want to send me the relevant civil/electrical sheets from the revised plans. If you think a call is more helpful to walk through this, I have an opening tomorrow between 10am-12pm if that works on your end. Thanks, Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 12, 2023 9:41 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Luke, We wanted to touch base with you on the below email from last week. Is there a Ɵme this week to jump on a call and review these remaining items? We just did the same with Building so they are now signed off. We look forward to hearing from you. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com 4 Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Monday, June 5, 2023 9:09 AM To: lschwartz@slocity.org Cc: Ben Gulstad <bgulstad@arris-studio.com> Subject: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We had a few remaining comments from the TransportaƟon Department and wanted to touch base with you to see if we could set up a call to review the remaining comments. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Thursday, June 15, 2023 10:49 AM To:Schwartz, Luke Cc:Ben Gulstad; Chuck Braff Subject:RE: BLDG - 2788-2022 Final Plan Check Comments Attachments:E1.02.pdf; E0.31.pdf Hi Luke, Please see the two electrical sheets that include the path lighƟng aƩached. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Schwartz, Luke <LSchwart@slocity.org> Sent: Wednesday, June 14, 2023 11:12 AM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments Hi Heather, Sorry for the delay, I’ve been out of the office. If the only pending item is comment #1 below (show that lighting is included along the path), I’m happy to take a quick look if you want to send me the relevant civil/electrical sheets from the revised plans. If you think a call is more helpful to walk through this, I have an opening tomorrow between 10am-12pm if that works on your end. Thanks, Luke Schwartz, PE Transportation Manager 2 Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 12, 2023 9:41 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Luke, We wanted to touch base with you on the below email from last week. Is there a Ɵme this week to jump on a call and review these remaining items? We just did the same with Building so they are now signed off. We look forward to hearing from you. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Monday, June 5, 2023 9:09 AM To: lschwartz@slocity.org Cc: Ben Gulstad <bgulstad@arris-studio.com> Subject: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We had a few remaining comments from the TransportaƟon Department and wanted to touch base with you to see if we could set up a call to review the remaining comments. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 3 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com - BATTERYBACKUP12CLLITHONIACLX-L48-3000LM-SEF-FDL-MVOLT-GZ10-30K-80CRI-MB120V 1P 2W20.32LED, 3000 LUMENS, 3000K, 0-10VDIMMINGCHAIN HUNG4' LINEAR LED39CLELITHONIACLX-L48-3000LM-SEF-FDL-MVOLT-GZ10-30K-80CRI-MB-E10WLCP120V 1P 2W20.32LED, 3000 LUMENS, 3000K, 0-10VDIMMINGCHAIN HUNG4' LINEAR LED W/ 90 MINUTE MINIMUM BATTERYBACKUP13CPANP LIGHITNGW512-M016LDD-W-30K-SSC-SRTCC-BLC120V 1P 2W16LED 2000 LUMENS, 3000K, 0-10VPENDANTINDUSTRIAL PENDANT97X1LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDCEILINGEXIT SIGN, 1 SIDED WITH INTEGRAL 90 MINUTEMINIMUM BATTERY BACKUP5X1A1LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDSURFACEEXIT SIGN, 1 SIDED, 1 ARROW WITH INTEGRAL 90MINUTE MINIMUM BATTERY BACKUP7X1A2LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDSURFACEEXIT SIGN, 1 SIDED, 1 ARROW WITH INTEGRAL 90MINUTE MINIMUM BATTERY BACKUP1X2A1LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDCEILINGEXIT SIGN, 2 SIDED, 1 DIRECTION WITH INTEGRAL90 MINUTE MINIMUM BATTERY BACKUP5X2A2LITHONIALE-S-1-R-ELN-SD120V 1P 2W5LEDCEILINGEXIT SIGN, 2 SIDED, 1 DIRECTION WITH INTEGRAL90 MINUTE MINIMUM BATTERY BACKUP1XELITHONIAELM2L-SDRT120V 1P 2W2.4LED, 220 LUMENSWALLEMERGENCY LIGHT WITH 90 MINUTE MINIMUMBATTERY BACKUP23RC1120V 1P 2WSURFACEUNDER CABINET LIGHT W/ INTEGRAL SWITCHALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RD1120V 1P 2WSURFACE4" SURFACE DOWNLIGHTALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RD2120V 1P 2WSURFACE4" SURFACE DOWNLIGHTALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RL1120V 1P 2WWALLVANITY LIGHTALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RP1120V 1P 2WCEILINGSMALL PENDANTALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.RW120V 1P 2WWALLEXTERIOR WALL SCONCEALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.OUTDOOR LIGHTS SHALL BE MANUALLY AND AUTOMATICALLY CONTROLLED PER CEnC 150.0(k)3.RW1120V 1P 2WWALLEXTERIOR WALL SCONCEALL LIGHTS (INDOOR AND OUTDOOR) SHALL BE CLASSIFIED AS "HIGH EFFICACY" PER CEnC TABLE 150.0-A OR CERTIFIED AS "HIGH EFFICACY" PER CALIFORNIA ENERGYCOMMISSION JOINT APPENDIX JA8.OUTDOOR LIGHTS SHALL BE MANUALLY AND AUTOMATICALLY CONTROLLED PER CEnC 150.0(k)3.S1ELITHONIA LIGHTINGWPX1 -LED -P2 -40K -MVOLT-E14WC -***120V 1P 2W24LED, 2900 LM, 80CRI, 4000K, NOTDIMMEDWALLLED WALLPACK WITH INTEGRAL 90 MINUTEMINIMUM BATTERY BACKUP*** FINISH SELECTED BY ARCHITECT6SBKIM LIGHTINGPA75 FT NU 5 12L-01-3K7 42A **MW UNV120V 1P 2W14LED 3000K 1000 LUMENSCONCRETE BASEEXISTING BOLLARD WITH INTEGRAL MOTIONSENSOR (50% DIM, 100% OUTPUT UPONDETECTION)INSTALLED UNDER SEPERATE PROJECT. SHOWNFOR INFORMATIONAL PURPOSES ONLY.5SB2KIM LIGHTINGPA75 FT NU 1 12L-01-3K7 42A **MW UNV120V 1P 2W14LED 3000K 1000 LUMENSCONCRETE BASEBOLLARD TYPE 1 DISTRIBUTION WITH INTEGRALMOTION SENSOR (50% DIM, 100% OUTPUT UPONDETECTION)** ARCHITECT TO SELECT FINISH27SP1BEACON LIGHTINGHEAD: VP - MICRO STRIKE -1-160L-135 -3K7 -5QW -UNV -A -**-NXWS40FPOLE: SSA-B -18 -40 -A -1 -B3 -**120V 1P 2W132.2LED, 18000LM, 70 CRI, 3000K,DIMMING 0-10VPOLEEXTERIOR SINGLE HEAD (20' AFF) POLE TYPE 5QWDISTRIBUTION WITH INTEGRAL MOTION SENSOR(50% DIM, 100% OUTPUT UPON DETECTION)** FINISH SELECTED BY ARCHITECT5SW2DMF LIGHTINGDC4 - WM - W -L -30 -FL -0 -00 -00-30 -** -O -00 -R120V 1P 2W40LED, 3000LM, 90 CRI, 3000K,DIMMING 0-10VWALLEXTERIOR WALL SCONCE** FINISH SELECTED BY ARCHITECT21SW2EDMF LIGHTINGDC4 - WM - W -L -30 -FL -0 -00 -00-30 -** -O -00 -R120V 1P 2W40LED, 3000LM, 90 CRI, 3000K,DIMMING 0-10VWALLEXTERIOR WALL SCONCE WITH 90 MINUTEMINIMUM INVERTER BACKUP** FINISH SELECTED BY ARCHITECT10SW3KIM LIGHTINGWDM -D -48L -55 -3K7 -4F -UNV -***-NXWS16F120V 1P 2W55LED, 6000LM, 70 CRI, 3000K,DIMMING 0-10VWALLEXTERIOR WALLPACK TYPE 4F DISTRIBUTION WITHINTEGRAL MOTION SENSOR (50% DIM, 100%OUTPUT UPON DETECTION)** FINISH SELECTED BY ARCHITECT4SW3EKIM LIGHTINGWDM -D -48L -55 -3K7 -4F -UNV -***-NXWS16F120V 1P 2W55LED, 6000LM, 70 CRI, 3000K,DIMMING 0-10VWALLEXTERIOR WALLPACK TYPE 4F DISTRIBUTION WITHINTEGRAL MOTION SENSOR (50% DIM, 100%OUTPUT UPON DETECTION) WITH 90 MINUTEMINIMUM INVERTER BACKUP** FINISH SELECTED BY ARCHITECT9nLIGHT GATEWAY (TIME CLOCK) "TC" SCHEDULEZONELOAD LOCATIONMANUAL LIGHTING CONTROL DESCRIPTIONAUTOMATIC CONTROL DESCRIPTIONzE1EXTERIOR WALL SCONCESN/ATIME CLOCK: PER OWNER-DEFINED SCHEDULE (CEnC130.1(c)1.A.)zE2EXTERIOR BIKE PATHN/AASTRONOMICAL TIME CLOCK: DUSK TO DAWN (CEnC130.2(c)1.).OCCUPANCY SENSOR DIMMED BY 50-90% WHEN ZONE ISVACATED, AND 100% WHEN ZONE IS OCCUPIED (CEnC130.2(c)3.).zE3EXTERIOR WALKING PATH TOPUBLIC WAYN/AASTRONOMICAL TIME CLOCK: DUSK TO DAWN (CEnC130.2(c)1.).OCCUPANCY SENSOR DIMMED BY 50-90% WHEN ZONE ISVACATED, AND 100% WHEN ZONE IS OCCUPIED (CEnC130.2(c)3.).zE4EXTERIOR WALL PACKSN/ATIME CLOCK: PER OWNER-DEFINED SCHEDULE (CEnC130.1(c)1.A.)OCCUPANCY SENSOR DIMMED BY 50-90% WHEN ZONE ISVACATED, AND 100% WHEN ZONE IS OCCUPIED (CEnC130.2(c)3.).zE5EXTERIOR POLEN/ATIME CLOCK: PER OWNER-DEFINED SCHEDULE (CEnC130.1(c)1.A.)OCCUPANCY SENSOR DIMMED BY 50-90% WHEN ZONE ISVACATED, AND 100% WHEN ZONE IS OCCUPIED (CEnC130.2(c)3.).NOTES:- PROGRAM INTERIOR TIME CLOCK CONTROLLED ZONES FOR 2-HOUR AFTER-HOURS OVERRIDE VIA MANUAL CONTROL WITH 5-MINUTE WARNINGSIGNAL PRIOR TO SHUTOFF.- PLUG LOAD CONTROL (WHERE REQUIRED) SHALL HAVE ONLY AUTOMATIC CONTROL (OCCUPANCY SENSOR OR TIME CLOCK AS APPLICABLE), ANDSHALL NOT BE CONTROLLED BY MANUAL LIGHTING CONTROL FOR THE ASSOCIATED ROOM/AREA. EXCEPTION: AFTER HOURS OVERRIDE SHALLAPPLY TO PLUG LOAD CONTROLS IN THE ASSOCIATED AREA.-PROVIDE OWNER WITH TRAINING FOR PROGRAMMING AND REPROGRAMMING TIME CLOCK FUNCTION AND SCHEDULE.1KJHGFEDCBAKJHGFEDCBA23456789101112123456789101112ARCHITECT OF RECORD/CONSULTANTADDRESS1327 ARCHER STREET, SUITE 220SAN LUIS OBISPO, CA 93401CONTACT805.547.2240ARRIS-STUDIO.COMTHOMAS E. JESS ARCHITECT #C27608STEPHEN A. RIGORARCHITECT #C33672T H E I N C L U D E D D R A W I N G S , S P E C I F I C A T I O N S , I D E A S , D E S I G N S & A R R A N G E M E N T S R E P R E S E N T E D T H E R E B Y A R E A N D S H A L L R E M A I N T H E P R O P E R T Y O F A R R I S S T U D I O A R C H I T E C T S A N D N O P A R T T H E R E O F S H A L L B E C O P I E D , D I S C L O S E D T O O T H E R S O R U S E D I N C O N N E C T I O N W I T H A N Y W O R K O R P R O J E C T O T H E R T H A N T H E S P E C I F I C P R O J E C T F O R W H I C H T H E Y H A V E B E E N P R E P A R E D A N D D E V E L O P E D W I T H O U T T H E W R I T T E N C O N S E N T O F A R R I S S T U D I O A R C H I T E C T S . V I S U A L C O N T A C T W I T H T H E S E D R A W I N G S O R S P E C I F I C A T I O N S S H A L L C O N S T I T U T E C O N C L U S I V E E V I D E N C E O F A C C E P T A N C E O F T H E S E R E S T R I C T I O N S . S U B M I T T A L O F T H E S E D O C U M E N T S F O R P U B L I C A G E N C Y R E V I E W S H A L L N O T B E C O N S I D E R E D A W A I V E R O F A R R I S S T U D I O A R C H I T E C T S ' R I G H T S . A R R I S S T U D I O A R C H I T E C T S C O P Y R I G H T 2 0 0 8 -2 0 2 0 2/10/2023PLAN CHECK #11DATEREVISION#A20048PROJECTJUNE 2, 2022DATESHEETLAUREL NWE APARTMENTS 1150 LAUREL LANE, SAN LUIS OBISPO, CA 93401 PROJECT CLIENT CONSULTANT 05/11/2023PLOT BY: Above Grade PLOT DATE: May 11, 2023 - 4:20pm Drawing name: N:\2022\22007-Laurel-Creek-E&W-Appartments\Electrical\Condocs-Elec\Sheetfiles-Elec\22007-E0.31~E0.32_ElecSch.dwg E0.31WAREHOUSE APARTMENTS - PHASE 2 LAUREL CREEK LLC 1150 LAUREL LANE STE. 120 SAN LUIS OBISPO, CA 93401 (714)368-7724 5/11/2023PLAN CHECK #22ELECTRICAL SCHEDULES SBSBSBSBSB66666(zE2)( A R E D A N D D E V E L O P E D W I T H O U T T H E W R I T T E N C O N S E N T O F A R R I S S T U D I O A R C H I T E C T S . V I S U A L C O N T A C T W I T H T H E S E D R A W I N G S O R S P E C I F I C A T I O N S S H A L L C O N S T I T U T E C O N C L U S I V E E V I D E N C E O F A C C E P T A N C E O F T H E S E R E S T R I C T I O N S . S U B M I T T A L O F T H E S E D O C U M E N T S F O R P U B L I C A G E N C Y R E V I E W S H A L L N O T B E C O N S I D E R E D A W A I V E R O F A R R I S S T U D I O A R C H I T E C T S ' R I G H T S . A R R I S S T U D I O A R C H I T E C T S C O P Y R I G H T 2 0 0 8 -2 0 2 0 2/10/2023PLAN CHECK #11DATEREVISION#A20048PROJECTJUNE 2, 2022DATESHEETLAUREL NWE APARTMENTS 1150 LAUREL LANE, SAN LUIS OBISPO, CA 93401 PROJECT CLIENT CONSULTANT 05/11/2023PLOT BY: Above Grade PLOT DATE: May 11, 2023 - 4:20pm Drawing name: N:\2022\22007-Laurel-Creek-E&W-Appartments\Electrical\Condocs-Elec\Sheetfiles-Elec\22007-E1.01~E1.02_Site.DWG E1.02WAREHOUSE APARTMENTS - PHASE 2 LAUREL CREEK LLC 1150 LAUREL LANE STE. 120 SAN LUIS OBISPO, CA 93401 (714)368-7724 5/11/2023PLAN CHECK #22LIGHTING SITE PLAN 2 1 From:Nelson, Trevor Sent:Wednesday, June 14, 2023 3:57 PM To:Travis Dunn Cc:Chuck Braff Subject:KIVA TCO Invoice Attachments:Invoice 00032350.pdf Travis, Please see the attached invoice for your recent TCO request. Note: this is just a fee invoice, not approval. Thank you, Trevor Nelson Supervising Building Inspector Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 slocity.org Stay connected with the City by signing up for e-notifications From: no-reply@slocity.org <no-reply@slocity.org> Sent: Wednesday, June 14, 2023 1:26 PM To: Nelson, Trevor <tnelson@slocity.org>; Loew, Michael <Mloew@slocity.org>; Maggio, Rodger <rmaggio@slocity.org> Subject: A form has been submitted. Click here to view the submission in a Web browser. After reviewing it, you can make your approval decision. Click here to open this task in Forms. INVOICE (00032350) FOR CITY OF SAN LUIS OBISPO BILLING CONTACT Patrick Smith Laurel Creek LLC 1150 Laurel Ln San Luis Obispo, CA 93401 INVOICE NUMBER INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION 00032350 06/14/2023 07/14/2023 NONEDue REFERENCE NUMBER FEE NAME TOTAL BLDG-2531-2020 Temporary Certificate of Occupancy $890.96 $890.96 SUBTOTAL1150 Laurel Ln 180 San Luis Obispo, CA 93401 TOTAL $890.96 Page 1 of 1June 14, 2023 City of San Luis Obispo 1 From:Schwartz, Luke Sent:Wednesday, June 14, 2023 11:12 AM To:Heather Wiebe Cc:Ben Gulstad; Chuck Braff Subject:RE: BLDG - 2788-2022 Final Plan Check Comments Hi Heather, Sorry for the delay, I’ve been out of the office. If the only pending item is comment #1 below (show that lighting is included along the path), I’m happy to take a quick look if you want to send me the relevant civil/electrical sheets from the revised plans. If you think a call is more helpful to walk through this, I have an opening tomorrow between 10am-12pm if that works on your end. Thanks, Luke Schwartz, PE Transportation Manager Public Works Transportation Planning/Engineering 919 Palm Street, San Luis Obispo, CA 93401-3218 E LSchwartz@slocity.org T 805.781.7190 slocity.org From: Heather Wiebe <heather@arris-studio.com> Sent: Monday, June 12, 2023 9:41 AM To: Schwartz, Luke <LSchwart@slocity.org> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG - 2788-2022 Final Plan Check Comments This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Luke, We wanted to touch base with you on the below email from last week. Is there a Ɵme this week to jump on a call and review these remaining items? We just did the same with Building so they are now signed off. We look forward to hearing from you. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com 2 Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Monday, June 5, 2023 9:09 AM To: lschwartz@slocity.org Cc: Ben Gulstad <bgulstad@arris-studio.com> Subject: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We had a few remaining comments from the TransportaƟon Department and wanted to touch base with you to see if we could set up a call to review the remaining comments. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 1 From:Travis Dunn <travis@westpacinv.com> Sent:Wednesday, June 14, 2023 2:58 PM To:Hanh, Hannah Subject:1150 Laurel Lane - BLDG-2531-2020 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Hannah, I am emailing you regarding the above permit number at 1150 Laurel Lane - Kiva Office TI. I am looking to get Planning Department Final sign off before requesting Building Final. Please let me know what I need to get Planning Department Final. Best, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com 1 From:Nichols, Vanessa Sent:Tuesday, June 13, 2023 3:56 PM To:Chuck Braff Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:RE: Laurel - Addressing So, to confirm what you have documented on this exhibit as 120A is only one space. Is this correct? GIS is concerned that it shows two spaces of 136 & 138. Don’t want to assign one number and then need another number in the future. Or at least they want to plan for the scenario. Let me know. Vanessa Nichols Building Permit Services Supervisor Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, June 13, 2023 2:06 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you for that. Please see attached. I think the blue tags work well. They can be in any order but they do delineate 3 spaces. 120 A 120 B 120 C 2 Chuck Braff M: 310.990.6897 On Jun 13, 2023, at 1:53 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, We have almost finalized this addressing. However, we have one question, the area you marked as Suite 120 will that eventually have another tenant and need another suite number? It looks like the box that says vacant should maybe have its own number. Appreciate any clarification you can provide on this point. Vanessa Nichols Building Permit Services Supervisor <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, May 11, 2023 1:34 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel - Addressing 3 Hi Vanessa, We made a few markups on the attached addressing plan and wanted to see if you are free to discuss. We would prefer to have unit numbers stack from first to second level throughout the warehouse. Please let us know your thoughts on this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, May 9, 2023 2:51 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi, Attached you will find the assigned unit numbering for the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. 4 Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org 5 <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, April 4, 2023 9:53 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Can you please share the addressing? If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 On Mar 20, 2023, at 10:26 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Thank you. I am going to get this work through with all parties that need to be involved. I will work to have it back to you by the end of the week. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image00 4.png> Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris- studio.com> Sent: Friday, March 17, 2023 7:48 AM To: Nichols, Vanessa <vnichols@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, Please see the attached warehouse apartment plans for addressing. 6 Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Thursday, March 16, 2023 4:44 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris-studio.com> Subject: RE: Laurel - Addressing Heather, Can you please email the floor plans? I will get them reviewed with Rodger to get unit numbers assigned to all of the residential units. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image00 4.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, March 16, 2023 3:40 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris-studio.com> Subject: Re: Laurel - Addressing This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Vanessa- Checking back in on this. We are getting close to occupancy and I wanted to make sure we had 7 time to review the addressing strategy given the nature of the building etc. Chuck Braff M: 310.990.6897 On Feb 23, 2023, at 3:14 PM, Charles Braff <chuck@westpacinv.com> wrote: Vanessa- How are you? It’s been too long. I wanted to bring up addressing at 1150 Laurel Lane and ask how you wanted to handle the addressing. We created a draft version in 2019 but before I update I wanted to get on a short call with you (or zoom) and review requirements so our time can be as efficient as possible through the proposal. As you know this building is unique and it will take some time to get this right. Thanks Vanessa. Attached: Approved addresses from 2003 Chuck Braff M: 310.990.6897 <Unit Adressing Laurel.pdf> 1 From:Jim Burrows <jim@jbla-slo.com> Sent:Monday, June 12, 2023 10:34 AM To:Michaela Denny; Whipple, Anthony; Hanh, Hannah; Chuck Braff Cc:Bunyon Bros; Sabatini, Hayley Subject:Re: Laurel - Tree Removal Thank you, Anthony, for the confirmation. Jim Get Outlook for iOS From: Michaela Denny <michaela@westpacinv.com> Sent: Monday, June 12, 2023 9:53:18 AM To: Whipple, Anthony <awhipple@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Bunyon Bros <contact@bunyonbros.com>; Jim Burrows <jim@jbla-slo.com>; Sabatini, Hayley <hsabatin@slocity.org> Subject: RE: Laurel - Tree Removal Thank you for the update. Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Whipple, Anthony Sent: Monday, June 12, 2023 9:36 AM To: Michaela Denny; Hanh, Hannah; Chuck Braff Cc: Bunyon Bros; jim@jbla-slo.com; Sabatini, Hayley Subject: RE: Laurel - Tree Removal Hi Michaela, I’m sorry I missed your phone call, and wanted to let you know I received the Arborist Report and the landscape plan for 1150 Laurel Lane form Mr. Combs. Your application is on the agenda for the June 26,2023 @ 5:30 pm meeting. This meeting is located at 990 Palm Street, San Luis Obispo. This meeting will discuss the proposed tree removals outlined in the application in detail. Let me know if you have any additional questions Thank you, Anthony Anthony Whipple Urban Forester Public Works 2 Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 From: Michaela Denny <michaela@westpacinv.com> Sent: Thursday, June 8, 2023 2:10 PM To: Whipple, Anthony <awhipple@slocity.org>; Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Bunyon Bros <contact@bunyonbros.com>; jim@jbla-slo.com Subject: RE: Laurel - Tree Removal Hi Anthony, I received your VM and I gave you a callback. Ron with Bunyon Bros was supposed to drop off the arborist report and replanting plan with you this morning to complete the 1150 Laurel application. Please let me know if you received it. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Whipple, Anthony Sent: Wednesday, June 7, 2023 9:49 AM To: Michaela Denny; Hanh, Hannah; Chuck Braff Subject: RE: Laurel - Tree Removal Hi Michaela, I will add you to the June 26th Tree committee agenda. Let me know if you have any additional questions Thank you, Anthony Anthony Whipple Urban Forester Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 3 From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 6, 2023 9:21 AM To: Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Whipple, Anthony <awhipple@slocity.org> Subject: RE: Laurel - Tree Removal Good morning, Please let me know if June 13th is acceptable. Our arborist who is writing the report had a medical emergency come up and he can’t get us the report until that date. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Michaela Denny Sent: Monday, June 5, 2023 5:24 PM To: Hanh, Hannah; Chuck Braff Cc: Whipple, Anthony Subject: Re: Laurel - Tree Removal Hannah/Anthony, Thank you for curling back to this. The soonest that I can get a fully completed application for the tree removal is June 13th, including the arborist report and replanting plan. Please let me know if June 13th will work for you. Thank you, Michaela Denny Get Outlook for iOS From: Hanh, Hannah <hhanh@slocity.org> Sent: Monday, June 5, 2023 1:30:45 PM To: Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Cc: Whipple, Anthony <awhipple@slocity.org> Subject: RE: Laurel - Tree Removal Hi Michaela and Chuck, I just wanted to circle back on this conversation and loop City Arborist, Anthony Whipple in. The TC meets once monthly and the hearing for this month is June 26th. To meet this hearing date, Anthony will need a complete tree removal application by Thursday, June 8th at 3:30 pm. Otherwise, the next available hearing is July 24th. Let us know if you have any questions or updates on the tree removal application. Sincerely, 4 Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications From: Hanh, Hannah Sent: Thursday, May 25, 2023 4:15 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Tree Removal Here you go – Anthony Whipple City Arborist Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 E awhipple@slocity.org T 805.781.7021 C 805.431.0398 slocity.org From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 4:12 PM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Can you please share Anthony’s contact information? Chuck Braff M: 310.990.6897 On May 25, 2023, at 4:11 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Michaela, I spoke to Anthony and that application is incomplete. There are a few additional items required. 5 Section 12.24.090(D)(2) includes the application requirements for this type of permit. The arborist report assesses the species, size, health, etc. of trees proposed for removal and the site plan provides context related to impacts of the construction work. There is also a compensatory planting plan requirement, which I’ll discuss more tomorrow since there is a development application submitted for Laurel Garden. Sincerely, Hannah From: Michaela Denny <michaela@westpacinv.com> Sent: Thursday, May 25, 2023 3:57 PM To: Chuck Braff <chuck@westpacinv.com>; Hanh, Hannah <hhanh@slocity.org> Subject: RE: Laurel - Tree Removal Hi Hannah, Please see attached Tree Removal Application for 1150 Laurel Lane. All fees have been paid and we are waiting for direction on what to do next. Is there a separate application where the arborist report is required? I didn’t see it listed on the application anywhere. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 3:53:34 PM To: Hannah Hanh <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Got it. Thank you. Chuck Braff M: 310.990.6897 On May 25, 2023, at 3:50 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Chuck, I am confirming Section 12.24.090(F)(2) would apply to the permit. You will need to provide a complete tree removal application and go to the TC for a recommendation. Note – the CDD Director will need to make a decision on the request prior to construction work continuing. I’ll provide more details when we meet tomorrow to discuss Laurel Garden. In the meantime, I recommend compiling a complete tree removal application, which includes the arborist report, in order for Anthony Whipple to process and schedule the request for a TC hearing. 6 Sincerely, Hannah Hanh Associate Planner <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 10:13 AM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Laurel - Tree Removal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Curious what the next steps are for tree removal along Laurel. Chuck Braff M: 310.990.6897 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Monday, June 12, 2023 9:41 AM To:Schwartz, Luke Cc:Ben Gulstad; Chuck Braff Subject:RE: BLDG - 2788-2022 Final Plan Check Comments This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Luke, We wanted to touch base with you on the below email from last week. Is there a Ɵme this week to jump on a call and review these remaining items? We just did the same with Building so they are now signed off. We look forward to hearing from you. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Monday, June 5, 2023 9:09 AM To: lschwartz@slocity.org Cc: Ben Gulstad <bgulstad@arris-studio.com> Subject: BLDG - 2788-2022 Final Plan Check Comments Hi Luke, We had a few remaining comments from the TransportaƟon Department and wanted to touch base with you to see if we could set up a call to review the remaining comments. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 2 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 1 From:Crisp Imaging Central Coast <info@gocrs.com> Sent:Thursday, May 25, 2023 11:40 AM To:Heather Wiebe Subject:Order Confirmation - A23018 - Laurel Creek - Empire TI Submittal To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Thank you for your order! Your order has been received and the details are below. If we require additional information we will contact you. Paper/Media 20lb Bond Number of Sets/Copies 3 Page Size (in.) 30 x 42 Size Handling Actual Size Binding Edge Bind Special Instructions 3 sets 30x42 b/w drawings sets edge bind 1 application 8.5x11 1 transmittal 8.5x11 2 sets 8.5x11 T-24 report staple File Upload Empire Permit Application-signed.pdf Empire TI - First Submittal 2023-05-25.pdf Laurel Creek Transmittal-2023-05- 25.pdf LaurelLaneT24Report - Empire.pdf OFF Payment Type Crisp Customer Account Company Name Arris Studio Architects Contact Name Heather Wiebe E-mail heather@arris- studio.com Phone Number 8055472240 2 Job Name / PO A23018 - Laurel Creek - Empire TI Submittal Delivery Method Local Delivery Crisp Location San Luis Obispo Time Wanted 1:00 PM Delivery Destination Deliver to an alternate address Recipient Name /Department Vanessa Nichols - Building Department Delivery Address Street Address: 919 Palm Street City: san luis obispo Additional Delivery Instructions/Information Empire TI in Laurel Creek Warehouse at 1150 Laurel Lane Order Number LFBW61783 Date 2023-05-25 11:30 Product Type Large Format Black and White Thank You Crisp Imaging Central Coast www.gocrs.com 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Monday, June 12, 2023 10:15 AM To:Nichols, Vanessa Cc:Young, Nicole; Chuck Braff; Michaela Denny Subject:RE: Laurel Creek - Empire TI - First Submittal Attachments:Laurel Creek Transmittal-2023-05-25.pdf; Empire Permit Application-signed.pdf; LaurelLaneT24Report - Empire.pdf; Order Confirmation - A23018 - Laurel Creek - Empire TI Submittal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Vanessa, I hope you had a nice weekend! There was a submiƩal that was delivered on 5/25 and we don’t have a permit reference number, rou Ɵng date or due date associated with this set. Could you let us know the status and reference number for this project? A Ʃached is our transmiƩal, applicaƟon and T-24 report, along with the confirmaƟon of delivery informaƟon. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Friday, May 26, 2023 2:52 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Young, Nicole <nyoung@slocity.org>; Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Laurel Creek - Empire TI - First Submittal Hi Vanessa, We submiƩed a new tenant improvement yesterday for Empire Electric. Below is a link to the digital set and a Ʃached is a transmiƩal, the applicaƟon, and the T-24 report. First SubmiƩal Set: hƩps://arris.egnyte.com/dl/kbXgjZgzS8 Is it possible to keep this review in house? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com BUILDING ENERGY ANALYSIS REPORT PROJECT: Project Designer: Report Prepared by: Job Number: Date: The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC – www.energysoft.com. 1327 Archer St Suite 220 Arris Studio Architects San Luis Obispo, CA 93401 805-547-2240 1150 Laurel Ln Suite 190 Laurel Lane T.I. (Suite 190) San Luis Obispo, CA 93401 2238 Bayview Heights Drive Suite E Carstairs Energy Inc. Timothy Carstairs, CEA, HERS, GPR Los Osos, CA 93402 805-904-9048 23-05222 5/22/2023 TABLE OF CONTENTS Cover Page Table of Contents Form NRCC/LMCC-PRF-E Certificate of Compliance 1 2 3 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 1 of 17) Project Name: Laurel Lane T.I. (Suite 190)Date Prepared: 2023-05-22 A. General Information 1 Project Name Laurel Lane T.I. (Suite 190) 2 Run Title Title 24 Analysis 3 Project Location 1150 Laurel Ln Suite 190 4 City San Luis Obispo 5 Standards Version Compliance 2022 6 Zip code 93401 7 Compliance Software (version)EnergyPro 9.1 8 Climate Zone 5 9 Building Orientation (deg)225 10 Building Type(s)• Nonresidential 11 Weather File SAN-LUIS-OBISPO_STYP20.epw 12 Project Scope • Existing alteration 13 Number of Dwelling Units 0 14 Total Conditioned Floor Area in Scope (ft2)5240 15 Total # of hotel/motel rooms 0 16 Total Unconditioned Floor Area (ft2)0 17 Fuel Type Natural gas 18 Nonresidential Conditioned Floor Area 5240 19 Total # of Stories (Habitable Above Grade)1 20 Residential Conditioned Floor Area 0 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 2 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 B. PROJECT SUMMARY Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within the permit application. Building Components Complying via Performance Building Components Complying Prescriptively Envelope (See Table G) Nonres Not Included Solar Thermal Water Heating (See Table I3) Performance The following building components are ONLY eligible for prescriptive compliance and should be documented on the NRCC form listed if within the scope of the permit application (i.e. compliance will not be shown on the NRCC-PRF-E).MultiFam Not Included Not Included Mechanical (See Table H) Nonres Performance Covered Process: Commercial Kitchens (see Table J) Performance Indoor Lighting (Unconditioned) 140.6 & 170.2(e) NRCC-LTI-E is required MultiFam Not Included Not Included Outdoor Lighting 140.7 & 170.2(e)NRCC-LTO-E is required Domestic Hot Water (See Table I) Nonres Performance Covered Process: Laboratory Exhaust (see Table J) Performance Sign Lighting 140.8 & 170.2(e)NRCC-LTS-E is required MultiFam Not Included Not Included Building Components Complying with Mandatory Measures Lighting (Indoor Conditioned, see Table K) Nonres Performance Photovoltaics (see Table F) Performance Electrical power systems, commissioning, solar ready, elevator and escalator requirements are mandatory and should be documented on the NRCC form listed if applicable (i.e. compliance will not be shown on the NRCC-PRF-E.) MultiFam Not Included Not Included Electrical Power Distribution 110.11 NRCC-ELC-E is required Battery (see Table F) Performance Commissioning 120.8 NRCC-CXR-E is required Not Included Solar and Battery 110.10 NRCC-SAB-E is required CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 3 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C1. COMPLIANCE SUMMARY COMPLIES3 Time Dependent Valuaton (TDV)Source Energy Use Efficiency1 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr) Standard Design 165.25 165.25 12.3 Proposed Design 144.34 144.34 11.47 Compliance Margins 20.91 20.91 0.83 Pass Pass Pass 1 Efficiency measures include improvements like a better building envelope and more efficient equipment 2 Compliance Totals include efficiency, photovoltaics and batteries 3 Building complies when efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 4 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C2. TDV ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2 - yr) COMPLIES2 Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Space Heating 20.98 12.46 8.52 Space Cooling 55.48 81.49 -26.01 Indoor Fans 47.71 13.02 34.69 Heat Rejection 0 0 0 Pumps & Misc.0 0 0 Domestic Hot Water 7.91 4.53 3.38 Indoor Lighting 33.17 32.84 0.33 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 165.25 144.34 20.91 (12.7%) Photovoltaics --------- Batteries --------- TOTAL COMPLIANCE 165.25 144.34 20.91 (12.7%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 5 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C3. TDV ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Receptacle 100.98 100.98 --- Process --------- Other Ltg --------- Process Motors --------- TOTAL (TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)266.23 245.32 20.91 (7.9%) 1 Notes: This table is not used for Energy Code Compliance. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 6 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C4. SOURCE ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual SOURCE Energy Use, kBtu/ft 2 /yr) COMPLIES2 Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1 Space Heating 2.82 1.62 1.2 Space Cooling 2.37 4.36 -1.99 Indoor Fans 3.82 1.23 2.59 Heat Rejection 0 0 0 Pumps & Misc.0 0 0 Domestic Hot Water 0.67 1.67 -1 Indoor Lighting 2.62 2.59 0.03 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 12.3 11.47 0.83 (6.7%) Photovoltaics --------- Batteries --------- TOTAL COMPLIANCE 12.3 11.47 0.83 (6.7%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 7 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C5. SOURCE ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1 Receptacle 7.55 7.55 --- Process --------- Other Ltg --------- Process Motors --------- TOTAL ( TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)19.85 19.02 0.83 (4.2%) 1 Notes: This table is not used for Energy Code Compliance. C6. 'ABOVE CODE' QUALIFICATIONS This project is pursuing CalGreen Tier 1 This project is pursuing CalGreen Tier 2 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 8 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C7. ENERGY USE SUMMARY Energy Component Standard Design Site (MWh) Proposed Design Site (MWh) Margin (MWh) Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Space Heating 3.1 1.8 1.3 --------- Space Cooling 12.2 18 -5.8 --------- Indoor Fans 8.4 2.4 6 --------- Heat Rejection ------------------ Pumps & Misc.------------------ Domestic Hot Water 1.7 ---------9.4 --- Indoor Lighting 7.1 7 0.1 --------- Flexibility ------------------ EFFICIENCY TOTAL 32.5 29.2 3.3 0 9.4 -9.4 Photovoltaics ------------------ Batteries ------------------ ENERGY USE SUBTOTAL 32.5 29.2 3.3 0 9.4 -9.4 Receptacle 22.4 22.4 0 --------- Process ------------------ Other Ltg ------------------ Process Motors ------------------ ENERGY USE TOTAL 54.9 51.6 3.3 0 9.4 -9.4 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 9 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C8. ENERGY USE INTENSITY (EUI) Standard Design (kBtu/ft2 / yr)Proposed Design (kBtu/ft2 / yr)Margin (kBtu/ft2 / yr)Margin Percentage GROSS EUI1 35.75 35.39 0.36 1.01 NET EUI1 35.75 35.39 0.36 1.01 1 Notes: Gross EUI is Energy Use Total (not including PV)/Total Building Area. Net EUI is Energy Use Total (including PV)/Total Building Area. C9. UNMET LOAD HOURS Thermal Zone Name Cooling Unmet Load Hour Limit for Thermal Zone Proposed Cooling Unmet Load Hours Heating Unmet Load Hour Limit for Thermal Zone Proposed Heating Unmet Load Hours 1-Office Area 150 0 150 175 D1. EXCEPTIONAL CONDITIONS • The user model includes space(s) that are designed to be served by mechanical cooling systems, but the cooling systems were not included in the simulation model. A cooling system has been modeled for both the proposed and standard cases. • The user model includes space(s) without sufficient cooling equipment. Cooling equipment has been added to the model to meet cooling loads. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 10 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 H1. DRY SYSTEM EQUIPMENT (FURNACES, AIR HANDLING UNITS, HEAT PUMPS, VRF, ECONOMIZERS ETC.) 01 02 03 04 05 06 07 08 09 10 11 12 Equipment Name Equipment Type Qty Heating Cooling Economizer Type (if present) Status1Total Heating Output (kBtu/h) Supp Heat Output (kBtu/h) Efficiency Unit Efficiency Total Cooling Output (kBtu/h) Efficiency Unit Efficiency System 1 Single Zone Heat Pump (SZHP) Air System 1 37.49 0 N/A NA 34.56 EER SEER 12.2 15 No Economizer N 1 Status: N - New, A - Altered, E - Existing H3. NONRESIDENTIAL / COMMON USE AREA FAN SYSTEMS SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 13 Name or Item Tag Qty Design OA CFM Supply Fan Return / Relief Fan Status1 CFM Power Power Units Control Fan Type CFM Power Power Units Control System 1 1 786 1,200 0.5 BHP Constant Vol N/A N/A N/A N/A N/A N 1 Status: N - New, A - Altered, E - Existing H8. SYSTEM SPECIAL FEATURES 01 02 03 04 System Name Equipment Type Interlocks per 140.4(n)1 Other Special Features and Controls DHW1 - SHW Service Hot Water N/A Fixed Temperature Control Notes: This table includes controls related to the performance path only. For projects using the prescriptive path, mandatory and prescriptive controls requirements are documented on the NRCC-MCH-E. 1 Yes = interlocks are provided, No = interlocks are not provided, NA means no operable openings. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 11 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 H9. NONRESIDENTIAL / COMMON USE AREA & HOTEL/MOTEL VENTILATION 01 02 03 04 05 06 07 Zone Name Mechanical Ventilation Conditioned Area (sf)DCV or Occupant Sensor Controls, or BothVentilation Function # of People Supply OA CFM Exhaust CFM 1-Office Area Office - Office space 26.2 786 0 5240 N/A H11. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 System ID System Type Qty Rated Capacity (kBtuh)Airflow (cfm)Fan VSD Heating Cooling Design MIn.Min. Ratio Power Power Units Cycles 1-Office Area-Trm Uncontrolled 1 N/A N/A 1,200 N/A 0 N/A N/A N/A I1. WATER HEATER EQUIPMENT SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Heater Element Type Tank Type Qty Tank Vol (gal) Rated Input Rated Input Unit Efficiency Efficiency Unit Tank Insulation R-value Int/Ext Standby Loss Fraction 1st Hr. Rating or Flow Rate (gal) Heat Pump Type Tank Location or Ambient Condition Standard Gas 50 gal or Le2 Natural Gas Storage 1 50 76 kBtu/Hr 0.8 TE N/A 0.01 N/A N/A N/A CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 12 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 K1. INDOOR CONDITIONED LIGHTING GENERAL INFO 01 02 03 04 05 06 Occupancy Type1 Conditioned Floor Area2 (ft2)Installed Lighting Power (Watts) Lighting Control Credits (Watts) Additional (Custom) Allowance Area Category Footnotes (Watts) Area Category Footnotes (Watts) Office ( 250 square feet)5240 3112.2 0 0 0 Building Totals:5240 3112.2 0 0 0 1See Table 140.6-C 2See NRCC-LTI--E for unconditioned spaces 3Lighting information for existing spaces modeled is not included in this table CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 13 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 K2. INDOOR CONDITIONED LIGHTING SCHEDULE Luminaire Schedule (includes all permanent installed lighting in conditioned space, and portable lighting over 0.3 w/ft 2 in offices) 01 02 03 04 05 06 Name or Item Tag Complete Luminaire Description (i.e. 3-lamp fluorescent troffer, F32T8, one dimmable electronic ballast) Installed Watts (Conditioned) Watts per luminaire How is Wattage determined Total Number of Luminaires Installed Watts A1 A1 18" ROUND SURFACE 38 According to 5 190 A2 A2 24" ROUND SURFACE 41 According to 4 164 A3 M SMALL PENDANT 30 According to 3 90 A4 A4 48" ROUND SURFACE 47 According to 3 141 B6 B6 6' LINEAR WALL 74.4 According to 2 148 B8 B8 8' LINEAR WALL 99.2 According to 1 99 C6 C6 6' LINEAR CEILING 59.4 According to 2 118 C8 C8 8' LINEAR CEILING 79.2 According to 2 158 D D DOWNLIGHT FIXED 16.5 According to 36 594 D1 D1 DOWNLIGHT ADJUSTABLE 12.5 According to 20 250 D2 D2 DOWNLIGHT FIXED, AMBIENT 12.5 According to 7 87 F3 F3 LINEAR PENDANT 3'28.2 According to 2 56 F8 F8 LINEAR PENDANT 8'75.2 According to 2 150 G G SURFACE STRIP 8'63.2 According to 4 252 H H LARGE PENDANT 209 According to 1 209 J J UNDER CABINET STRIP 8'44 According to 3 132 K K MIRROR LIGHT 4'28 According to 2 56 L L VANITY 33.9 According to 1 33 M M SMALL PENDANT 30 According to 6 180 1If lighting power densities were used in the compliance model Building Departments will need to check prescriptive forms for Luminaire Schedule details. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 14 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 K3. INDOOR CONDITIONED LIGHTING CONTROL CREDITS Lighting Control Credits Schedule (includes all lighting controls installed in conditioned space for compliance credit per 140.6(a)2 and Table 140.6-A) 01 02 03 04 05 06 07 08 09 Area Description Primary Function Area (must meet requirements of Table 140.6-A and 170.2-L) Type of Lighting Control Power Adjustment Factor (PAF) Luminaire Item Tag Watts per Luminaire # of Luminaires Lighting Controlled (Watts) Control Credit (Watts) S-1-Office Area Office ( 250 square feet)N/A N/A A1 38 5 190 0 S-1-Office Area Office ( 250 square feet)N/A N/A A2 41 4 164 0 S-1-Office Area Office ( 250 square feet)N/A N/A A3 30 3 90 0 S-1-Office Area Office ( 250 square feet)N/A N/A A4 47 3 141 0 S-1-Office Area Office ( 250 square feet)N/A N/A B6 74.4 2 148.8 0 S-1-Office Area Office ( 250 square feet)N/A N/A B8 99.2 1 99.2 0 S-1-Office Area Office ( 250 square feet)N/A N/A C6 59.4 2 118.8 0 S-1-Office Area Office ( 250 square feet)N/A N/A C8 79.2 2 158.4 0 S-1-Office Area Office ( 250 square feet)N/A N/A D 16.5 36 594 0 S-1-Office Area Office ( 250 square feet)N/A N/A D1 12.5 20 250 0 S-1-Office Area Office ( 250 square feet)N/A N/A D2 12.5 7 87.5 0 S-1-Office Area Office ( 250 square feet)N/A N/A F3 28.2 2 56.4 0 S-1-Office Area Office ( 250 square feet)N/A N/A F8 75.2 2 150.4 0 S-1-Office Area Office ( 250 square feet)N/A N/A G 63.2 4 252.8 0 S-1-Office Area Office ( 250 square feet)N/A N/A H 209 1 209 0 S-1-Office Area Office ( 250 square feet)N/A N/A J 44 3 132 0 S-1-Office Area Office ( 250 square feet)N/A N/A K 28 2 56 0 S-1-Office Area Office ( 250 square feet)N/A N/A L 33.9 1 33.9 0 S-1-Office Area Office ( 250 square feet)N/A N/A M 30 6 180 0 Lighting Control Credits (Conditioned) Total (Watts)0 K4. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROL CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 15 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 Building Level Controls 01 02 Mandatory Demand Response 110.12(c)Shut-Off Controls 130.1(c) & 160.5(b)4C Required Required See NRCC-LTI-E for mandatory controls L. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections made by Documentation Author indicate which Certificates of Installation must be submitted for the features to be recognized for compliance. These documents must be retained and provided to the building inspector during construction and can be found online Building Component Form/Title Envelope NRCI-ENV-01-E - Must be submitted for all buildings Mechanical NRCI-MCH-01-E - Must be submitted for all buildings Mechanical NRCI-MCH-E - For all buildings with Mechanical Systems Plumbing NRCI-PLB-01-E - Must be submitted for all buildings Plumbing NRCI-PLB-E - For all buildings with Plumbing Systems Indoor Lighting NRCI-LTI-01-E - Must be submitted for all buildings Indoor Lighting NRCI-LTI-E - Indoor Lighting (for all buildings) M. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Selections made by Documentation Author indicate which Certificates of Acceptance must be submitted for the features to be recognized for compliance. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). Building Component Form/Title Envelope NRCA-ENV-02-F - NRFC label verification for fenestration Indoor Lighting NRCA-LTI-02-A - Occupancy Sensors and Automatic Time Switch Controls. Mechanical NRCA-MCH-02-A - Outdoor Air must be submitted for all newly installed HVAC units. Note: MCH-02-A can be performed in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap Mechanical NRCA-MCH-03-A - Constant Volume Single Zone HVAC CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 16 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 N. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION Selections made by Documentation Author indicate which Certificates of Verification must be submitted for the features to be recognized for compliance. These documents must be retained and provided to the building inspector during construction and can be found online There are no Certificates of Verification applicable to this project CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 17 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 Documentation Author's Declaration Statement 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Timothy Carstairs, CEA, HERS, GPR Documentation Author Signature: Signature Date:Company: Carstairs Energy Inc. Address: 2238 Bayview Heights Drive Suite E CEA/HERS Certification Identification (if applicable): R19-06-30151 City/State/Zip: Los Osos, CA 93402 Phone: 805-904-9048 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement. 6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, and I will take the necessary steps to accomplish these requirements. Responsible Designer Name:Responsible Designer Signature: Company: Arris Studio Architects Address: 1327 Archer St Suite 220 Date Signed: City/State/Zip: San Luis Obispo, CA 93401 License #: Phone: 805-547-2240 Title:Scope: THOM JESS 5-22-2023 C-27608 30,000 REVIEW IN HOUSE 5-25-2023 PATRICK SMITH AUTHORIZED REPRESENTATIVE X 5,240 SF renovation of existing office space: non-structural walls and partitions, new carpet, mechanical, plumbing and lighting III-B ADDRESS 1327 Archer Street, Suite 220 / San Luis Obispo, CA 93401 CONTACT 805.547.2240 / arris-studio.com Thomas E. Jess, ARCHITECT #C27608, #6201 Stephen A. Rigor, ARCHITECT #C33672 TRANSMITTAL Date: May 25, 2023 To: Vanessa Nichols City of San Luis Obispo 919 Palm Street San Luis Obispo, CA From: Heather Wiebe Regarding: Laurel Creek – Empire Tenant Improvement Project #: A23018 Attached are the following item(s): Copies Date No. Description 3 5/25/2023 - 30x42 Submittal Sets 1 5/9/2021 - 8.5 x 11 Application 2 5/22/2023 - 8.5 x 11 T-24 Compliance Document Comments: Hi, Vanessa- Please find the attached first submittal for the Laurel Creek – Empire TI. We would like to expedite this plan check. Are we able to keep this tenant improvement in house for review? Please look over the attached plans and contact me if you have any questions or comments. Thanks, Heather Wiebe 1 From:Travis Dunn <travis@westpacinv.com> Sent:Friday, June 9, 2023 9:43 AM To:Chuck Braff; Nichols, Vanessa Cc:Heather Wiebe; Michaela Denny Subject:RE: Laurel - Addressing Any update? Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 30, 2023 2:43 PM To: Vanessa Nichols <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing How are we coming on the addressing? Chuck Braff M: 310.990.6897 On May 11, 2023, at 4:32 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Noted. We will leave Suite 110. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 11, 2023 3:18 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing 2 I cannot re-number Ernest. The other tenants are not actively using their address so they are changeable. Chuck Braff M: 310.990.6897 On May 11, 2023, at 2:19 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: I will need to review with GIS and Fire. I know that the 120A, 120B and 137A will be a no go. If you are good with re-numbering the commercial suites, I think it will make things easier. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 11, 2023 2:02 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing We are ok with the changes as marked. Chuck Braff M: 310.990.6897 On May 11, 2023, at 1:43 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, We were trying to provide unit numbering without changing the already existing commercial spaces suite numbers. But looking at the marked up exhibit you provided it appears you are good to change the commercial suite numbers. Is this correct? Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications 3 From: Heather Wiebe <heather@arris-studio.com> Sent: Thursday, May 11, 2023 1:34 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, We made a few markups on the attached addressing plan and wanted to see if you are free to discuss. We would prefer to have unit numbers stack from first to second level throughout the warehouse. Please let us know your thoughts on this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, May 9, 2023 2:51 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi, Attached you will find the assigned unit numbering for the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 4 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, 5 I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003. png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, April 4, 2023 9:53 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Can you please share the addressing? If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 6 On Mar 20, 2023, at 10:26 AM, Nichols, Vanessa <vnichols@sloci ty.org> wrote: Thank you. I am going to get this work through with all parties that need to be involved. I will work to have it back to you by the end of the week. Vanessa Nichols Permit Services Coordinator <image001.pn g> Community Development 919 Palm Street, San Luis Obispo, CA 93401- 3218 E vnichols@sl ocity.org T 805.781.758 8 slocity.org <image002.pn g><image003. png><image0 04.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris -studio.com> Sent: Friday, March 17, 2023 7 7:48 AM To: Nichols, Vanessa <vnichols@sloci ty.org>; Chuck Braff <chuck@westp acinv.com> Cc: Travis Dunn <travis@westp acinv.com>; Michaela Denny <michaela@we stpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, Please see the attached warehouse apartment plans for addressing. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547- 2240 ext. 118 Fax: (805) 547- 2241 Email: heather@arri s-studio.com Web: ARRISSTUDIO ARCH.com From: Nichols, Vanessa <vnichols@sloci ty.org> Sent: Thursday, March 16, 2023 4:44 PM To: Chuck Braff <chuck@westp acinv.com> Cc: Travis Dunn <travis@westp acinv.com>; Michaela 8 Denny <michaela@we stpacinv.com>; Heather Wiebe <heather@arris -studio.com> Subject: RE: Laurel - Addressing Heather, Can you please email the floor plans? I will get them reviewed with Rodger to get unit numbers assigned to all of the residential units. Thank you. Vanessa Nichols Permit Services Coordinator <image001.pn g> Community Development 919 Palm Street, San Luis Obispo, CA 93401- 3218 E vnichols@sl ocity.org T 805.781.758 8 slocity.org <image002.pn g><image003. png><image0 04.png> Stay connected with the City by signing up for e- notifications 9 From: Chuck Braff <chuck@westp acinv.com> Sent: Thursday, March 16, 2023 3:40 PM To: Nichols, Vanessa <vnichols@sloci ty.org> Cc: Travis Dunn <travis@westp acinv.com>; Michaela Denny <michaela@we stpacinv.com>; Heather Wiebe <heather@arris -studio.com> Subject: Re: Laurel - Addressing This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Vanessa- Checking back in on this. We are getting close to occupancy and I wanted to make sure we had time to review the addressing strategy given the nature of the building etc. Chuck Braff M: 310.990.6897 O n F 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Thursday, June 8, 2023 2:10 PM To:Whipple, Anthony; Hanh, Hannah; Chuck Braff Cc:Bunyon Bros; jim@jbla-slo.com Subject:RE: Laurel - Tree Removal Hi Anthony, I received your VM and I gave you a callback. Ron with Bunyon Bros was supposed to drop off the arborist report and replanting plan with you this morning to complete the 1150 Laurel application. Please let me know if you received it. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Whipple, Anthony Sent: Wednesday, June 7, 2023 9:49 AM To: Michaela Denny; Hanh, Hannah; Chuck Braff Subject: RE: Laurel - Tree Removal Hi Michaela, I will add you to the June 26th Tree committee agenda. Let me know if you have any additional questions Thank you, Anthony Anthony Whipple Urban Forester Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 6, 2023 9:21 AM 2 To: Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Whipple, Anthony <awhipple@slocity.org> Subject: RE: Laurel - Tree Removal Good morning, Please let me know if June 13th is acceptable. Our arborist who is writing the report had a medical emergency come up and he can’t get us the report until that date. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Michaela Denny Sent: Monday, June 5, 2023 5:24 PM To: Hanh, Hannah; Chuck Braff Cc: Whipple, Anthony Subject: Re: Laurel - Tree Removal Hannah/Anthony, Thank you for curling back to this. The soonest that I can get a fully completed application for the tree removal is June 13th, including the arborist report and replanting plan. Please let me know if June 13th will work for you. Thank you, Michaela Denny Get Outlook for iOS From: Hanh, Hannah <hhanh@slocity.org> Sent: Monday, June 5, 2023 1:30:45 PM To: Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Cc: Whipple, Anthony <awhipple@slocity.org> Subject: RE: Laurel - Tree Removal Hi Michaela and Chuck, I just wanted to circle back on this conversation and loop City Arborist, Anthony Whipple in. The TC meets once monthly and the hearing for this month is June 26th. To meet this hearing date, Anthony will need a complete tree removal application by Thursday, June 8th at 3:30 pm. Otherwise, the next available hearing is July 24th. Let us know if you have any questions or updates on the tree removal application. Sincerely, Hannah Hanh Associate Planner 3 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications From: Hanh, Hannah Sent: Thursday, May 25, 2023 4:15 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Tree Removal Here you go – Anthony Whipple City Arborist Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 E awhipple@slocity.org T 805.781.7021 C 805.431.0398 slocity.org From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 4:12 PM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Can you please share Anthony’s contact information? Chuck Braff M: 310.990.6897 On May 25, 2023, at 4:11 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Michaela, I spoke to Anthony and that application is incomplete. There are a few additional items required. Section 12.24.090(D)(2) includes the application requirements for this type of permit. The arborist report assesses the species, size, health, etc. of trees proposed for removal and the site plan provides 4 context related to impacts of the construction work. There is also a compensatory planting plan requirement, which I’ll discuss more tomorrow since there is a development application submitted for Laurel Garden. Sincerely, Hannah From: Michaela Denny <michaela@westpacinv.com> Sent: Thursday, May 25, 2023 3:57 PM To: Chuck Braff <chuck@westpacinv.com>; Hanh, Hannah <hhanh@slocity.org> Subject: RE: Laurel - Tree Removal Hi Hannah, Please see attached Tree Removal Application for 1150 Laurel Lane. All fees have been paid and we are waiting for direction on what to do next. Is there a separate application where the arborist report is required? I didn’t see it listed on the application anywhere. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 3:53:34 PM To: Hannah Hanh <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Got it. Thank you. Chuck Braff M: 310.990.6897 On May 25, 2023, at 3:50 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Chuck, I am confirming Section 12.24.090(F)(2) would apply to the permit. You will need to provide a complete tree removal application and go to the TC for a recommendation. Note – the CDD Director will need to make a decision on the request prior to construction work continuing. I’ll provide more details when we meet tomorrow to discuss Laurel Garden. In the meantime, I recommend compiling a complete tree removal application, which includes the arborist report, in order for Anthony Whipple to process and schedule the request for a TC hearing. Sincerely, 5 Hannah Hanh Associate Planner <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 10:13 AM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Laurel - Tree Removal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Curious what the next steps are for tree removal along Laurel. Chuck Braff M: 310.990.6897 1 From:Whipple, Anthony Sent:Wednesday, June 7, 2023 9:50 AM To:Michaela Denny; Hanh, Hannah; Chuck Braff Subject:RE: Laurel - Tree Removal Hi Michaela, I will add you to the June 26th Tree committee agenda. Let me know if you have any additional questions Thank you, Anthony Anthony Whipple Urban Forester Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 6, 2023 9:21 AM To: Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Whipple, Anthony <awhipple@slocity.org> Subject: RE: Laurel - Tree Removal Good morning, Please let me know if June 13th is acceptable. Our arborist who is writing the report had a medical emergency come up and he can’t get us the report until that date. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Michaela Denny Sent: Monday, June 5, 2023 5:24 PM To: Hanh, Hannah; Chuck Braff Cc: Whipple, Anthony Subject: Re: Laurel - Tree Removal 2 Hannah/Anthony, Thank you for curling back to this. The soonest that I can get a fully completed application for the tree removal is June 13th, including the arborist report and replanting plan. Please let me know if June 13th will work for you. Thank you, Michaela Denny Get Outlook for iOS From: Hanh, Hannah <hhanh@slocity.org> Sent: Monday, June 5, 2023 1:30:45 PM To: Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Cc: Whipple, Anthony <awhipple@slocity.org> Subject: RE: Laurel - Tree Removal Hi Michaela and Chuck, I just wanted to circle back on this conversation and loop City Arborist, Anthony Whipple in. The TC meets once monthly and the hearing for this month is June 26th. To meet this hearing date, Anthony will need a complete tree removal application by Thursday, June 8th at 3:30 pm. Otherwise, the next available hearing is July 24th. Let us know if you have any questions or updates on the tree removal application. Sincerely, Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications From: Hanh, Hannah Sent: Thursday, May 25, 2023 4:15 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Tree Removal Here you go – 3 Anthony Whipple City Arborist Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 E awhipple@slocity.org T 805.781.7021 C 805.431.0398 slocity.org From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 4:12 PM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Can you please share Anthony’s contact information? Chuck Braff M: 310.990.6897 On May 25, 2023, at 4:11 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Michaela, I spoke to Anthony and that application is incomplete. There are a few additional items required. Section 12.24.090(D)(2) includes the application requirements for this type of permit. The arborist report assesses the species, size, health, etc. of trees proposed for removal and the site plan provides context related to impacts of the construction work. There is also a compensatory planting plan requirement, which I’ll discuss more tomorrow since there is a development application submitted for Laurel Garden. Sincerely, Hannah From: Michaela Denny <michaela@westpacinv.com> Sent: Thursday, May 25, 2023 3:57 PM To: Chuck Braff <chuck@westpacinv.com>; Hanh, Hannah <hhanh@slocity.org> Subject: RE: Laurel - Tree Removal Hi Hannah, Please see attached Tree Removal Application for 1150 Laurel Lane. All fees have been paid and we are waiting for direction on what to do next. Is there a separate application where the arborist report is required? I didn’t see it listed on the application anywhere. Thank you, 4 Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 3:53:34 PM To: Hannah Hanh <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Got it. Thank you. Chuck Braff M: 310.990.6897 On May 25, 2023, at 3:50 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Chuck, I am confirming Section 12.24.090(F)(2) would apply to the permit. You will need to provide a complete tree removal application and go to the TC for a recommendation. Note – the CDD Director will need to make a decision on the request prior to construction work continuing. I’ll provide more details when we meet tomorrow to discuss Laurel Garden. In the meantime, I recommend compiling a complete tree removal application, which includes the arborist report, in order for Anthony Whipple to process and schedule the request for a TC hearing. Sincerely, Hannah Hanh Associate Planner <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 10:13 AM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Laurel - Tree Removal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. 5 Curious what the next steps are for tree removal along Laurel. Chuck Braff M: 310.990.6897 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Wednesday, June 7, 2023 10:11 AM To:McCaffrey, Sean Cc:Ben Gulstad; Nelson, Trevor; Travis Dunn; 'Brent May' Subject:RE: Teams meeting Attachments:PSCABR5E00F.pdf; Armorlite Type MC.spec.pdf; MC-PCS-Duo-Power-and-Control-Signal- Cable.pdf; 22150_M1.00.pdf; 22150_M2.20.pdf; Innovair.pdf; Innovair DH-100.pdf; 22150 _M2.10.pdf; 2x4 LED Flat Panel Spes.pdf; hr-smd6-td518242en-sss.pdf; CTC_Performa_Baroque_DataPage.pdf; 232CS.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sean, I have added both the contractor and the mechanical engineer to help answer your specific questions regarding BLDG-2531- 2020. 1. Appears to be a plenum located for the return ducts. If this is the case, we are going to need to verify a few things, but I believe it’s not going to work as the (1) hour floor ceiling is comprised of drywall that more than likely is paper face. This is not allowed. (602.0 CMC) Yes, there is a return air plenum. The plenum is below the 1-hr floor ceiling assembly and above a t-bar ceiling. Smoke detectors will be provided. Please see attached for all plenum rated cabling that is installed in the plenum. The ducting from the roof unit to the office TI is enclosed in a 1-hr shaft to a 1-hr floor ceiling assembly, and fire dampers are located where the ducting penetrates through the 1-hr floor ceiling assembly into the return air plenum. 2. Also, we are going to need to show the smoke detection system. (608.0 CMC) A smoke detection system has been added to attached sheet M2.20 and reference to the smoke detectors in the legend on M1.00. See attached revised plans, smoke detector cut sheets, installation and maintenance instructions. 3. Roof layout is only showing me (2) units and the energy plans show me 4 total. There are three (3) existing roof-top units serving this space. The other disciplines were revised to match. Would you be available to jump on a call today to discuss what is built on site? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Friday, May 26, 2023 12:58 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Ben Gulstad <bgulstad@arris-studio.com>; Nelson, Trevor <tnelson@slocity.org> Subject: Teams meeting All, Just wanted to follow up on our team’s meeting review. 2 BLDG-2788-2022 1. All Building comments are clear. The water heater comment is okay as your product manual is okay and automatically shuts off. BLDG-2531-2020 1. Appears to be a plenum located for the return ducts. If this is the case, we are going to need to verify a few things, but I believe it’s not going to work as the (1) hour floor ceiling is comprised of drywall that more than likely is paper face. This is not allowed. (602.0 CMC) 2. Also, we are going to need to show the smoke detection system. (608.0 CMC) 3. Roof layout is only showing me (2) units and the energy plans show me 4 total. ** Anyways please review the mechanical plans and provided above information above. Please also include any other information that is typically required for hooking up new mechanical units, I have not seen any platform curbs for the above units/calculations that they can be put there, Electrical drawing for the power to the mechanical units, and what panel they are going to. Please also show the entirety of the HVAC ducts throughout the building so all fire dampers and shafts can be verified they are in the correct locations. -Sean Sean McCaffrey pronouns he/him/his Building Inspector Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E smccaffrey@slocity.org T 805.781.7168 C 805.440.6617 slocity.org Stay connected with the City by signing up for e-notifications Copper Power & Control/Signal Conductors. Power: 12 AWG & 10 AWG Copper THHN/THWN Insulated Singles. Signal: 16 AWG Copper TFN Insulated Singles. Green Copper THHN Insulated Ground. UL Listed. 600 Volts. Rated VW-1. Lightweight Aluminum Interlocked Armor. Southwire® MC-PCS Duo™ Cable meets the NEC and UL listing requirements for combining power/lighting circuits and Class 2 or Class 3 signal or control circuits in the same cable MC-PCS Duo™ Cable is suitable for use as follows: Circuits for branch power distribution in commercial, industrial, institutional, and multi-residential buildings. Power, lighting, control, and signal circuits. LED lighting with 0-10V dimming. Fished or embedded in plaster. Concealed or exposed installations. Environmental air-handling spaces per NEC 300.22 (C). Places of Assembly per NEC 518.4 and theaters per NEC 520.5. Installation in cable tray and approved raceways. Under raised floors for information technology equipment conductors and cables per NEC 645.5(D) & 645.5(D)(2). Class I Div. 2, Class II Div. 2, & Class III Div. 1 Hazardous Locations. MC-PCS Duo™ Cable meets or exceeds the requirements of: UL 83 UL 1569 (Including new Sections 9.4, 40.1(q), and 41.1(r) as detailed in the latest UL 1569 CRD) UL 1685 Federal Specification A-A59544 (formerly J-C-30B) NFPA 70 (National Electrical Code), Article 330 and 725.136(I)(1) & (2) as described in the latest UL 1569 CRD Listed for use in UL 1, 2 and 3 Hour Through Penetration Firestop Systems Passes both " UL Test" & "FT4/IEEE 1202" (70,000 Btu/hr) Vertical Cable Tray Flame Test REACH/RoHS-2 (Chemical Limit) Compliant MC-PCS D u o ™ Cable is constructed with 12 AWG or 10 AWG CU Type THHN/THW N power and ground conductors along with a control conductor assembly composed of a 30 mil PVC jacket covering two 16 AWG CU Type TFN control conductors. The phase conductors, ground, and control conductor assembly are cabled together and a binder tape bearing the print legend is wrapped around the assembly. Aluminum interlocking armor is applied over the taped assembly. Yellow stripe/blocks are printed on the outside of the armor and the print legend is applied in black print on every 4th yellow stripe/block. Also available with overall PVC jacket. MC-PCS Duo™ Power & Control/Signal Cable APPLICATIONS STANDARDS & REFERENCES CONSTRUCTION MC-PCS - 12/2 SOL BLK/WHT - 16/2 PUR/PNK - AL CONDUCTOR SIZE AND COLORS GROUNDING SIZE AND COLOR STOCK NUMBER WEIGHT (LBS/1000’) OVERALL DIAMETER (INCHES) COIL (250’) REEL (1000’) SOLID CONDUCTOR COLORS 120/208V 12-2 SOLID (BLACK/WHITE) 16-2 SOLID (PURPLE/PINK) 12 SOLID (GREEN) 59-22-40-01 59-22-40-02 147 .608 12-2 SOLID (RED/WHITE) 16-2 SOLID (PURPLE/PINK) 12 SOLID (GREEN) 59-22-41-01 59-22-41-02 147 .608 12-2 SOLID (BLUE/WHITE) 16-2 SOLID (PURPLE/PINK) 12 SOLID (GREEN) 59-22-43-01 59-22-43-02 147 .608 12-3 SOLID (BLACK/RED/WHITE) 16-2 SOLID (PURPLE/PINK) 12 SOLID (GREEN) 59-22-51-01 59-22-51-02 173 .643 10-2 SOLID (BLACK/WHITE) 16-2 SOLID (PURPLE/PINK) 10 SOLID (GREEN) 59-22-55-01 59-22-55-02 192 .663 STRANDED CONDUCTOR COLORS 120/208V 12-2 STRANDED (BLACK/WHITE) 16-2 SOLID (PURPLE/PINK) 12 STRANDED (GREEN) 59-22-59-01 59-22-59-02 153 .623 12-3 STRANDED (BLACK/RED/WHITE) 16-2 SOLID (PURPLE/PINK) 12 STRANDED (GREEN) 59-23-18-01 59-23-18-02 181 .698 SOLID CONDUCTOR COLORS 277/480V 12-2 SOLID (BROWN/PINK) 16-2 SOLID (PURPLE/PINK) 12 SOLID (GREEN) 59-22-45-01 59-22-45-02 147 .58 12-2 SOLID (ORANGE/PINK) 16-2 SOLID (PURPLE/PINK) 12 SOLID (GREEN) 59-22-47-01 59-22-47-02 147 .58 12-2 SOLID (YELLOW/PINK) 16-2 SOLID (PURPLE/PINK) 12 SOLID (GREEN) 59-22-49-01 59-22-49-02 147 .58 12-3 SOLID (BROWN/ORANGE/PINK) 16-2 SOLID (PURPLE/PINK) 12 SOLID (GREEN) 59-22-53-01 59-22-53-02 173 .62 10-2 SOLID (BROWN/PINK) 16-2 SOLID (PURPLE/PINK) 10 SOLID (GREEN) 59-22-57-01 59-22-57-02 192 .65 STRANDED CONDUCTOR COLORS 277/480V 12-2 STRANDED (BROWN/PINK) 16-2 SOLID (PURPLE/PINK) 12 STRANDED (GREEN) 59-22-61-01 59-22-61-02 153 .623 12-3 STRANDED (BROWN/ORANGE/PINK) 16-2 SOLID (PURPLE/PINK) 12 STRANDED (GREEN) 59-23-21-01 59-23-21-02 181 .698 10/2 STRANDED (BROWN/PINK) 16-2 SOLID (PURPLE/PINK) 10 STRANDED (GREEN) - 64-39-41-02 200 .683 10/2 STRANDED (ORANGE/PINK) 16-2 (PURPLE/PINK) 10 STRANDED (GREEN) - 64-39-43-02 200 .683 10/2 STRANDED (YELLOW/PINK) 16-2 (PURPLE/PINK) 10 STRANDED (GREEN) - 64-39-45-02 200 .683 Consult NEC 310.15 for ampacities. Other constructions available upon request. Full compliance with NEC 330, NEC 725, and UL 1569 16 AW G signal wiring for 0-10V dimming. Circuit Identification printed directly on the armor Available in 250’ coils, 1000’ reels, barrels, boxes, or prefab assemblies Available with steel armor Available with overall PVC jacket UL Classified 1, 2, and 3 hour Through Penetration Firestop Systems: W -J-3037, W -L-3110, W -L-3113, W -L-3117, W -L- 3120, W -L-3121, W -L-3160, C-AJ-3115, C-AJ-3140, C-AJ-3142, C-AJ-3145, C-AJ-3173, C-AJ-3202, C-AJ-4065,C-AJ- 4066, F-C-3038. Cable reverse wound on reel for ease of pulling and installation. W hen pulling from coils, pull from inside to ensure ease of installation. Anti-s hort bushings are not required for use with T ype MC Cab le per the NEC and UL. FEATURES D200-14-00 1 I56-0084-08R DH100ACDCLP Air Duct Smoke Detector with Extended Air Speed Range INSTALLATION AND MAINTENANCE INSTRUCTIONS 3825 Ohio Avenue, St. Charles, Illinois 60174 1-800-SENSOR2, FAX: 630-377-6495 www.systemsensor.com The Innovair DH100ACDCLP model is a photoelectric detector approved for an extended air speed range of 100 to 4000 feet per minute (0.5 m/s to 20.3 m/s) and an opera- tional temperature range of 32°F to 131°F (0°C to 55°C). Before Installing Please thoroughly read the System Sensor Guide for Proper Use of Smoke Detectors in Duct Applications (A05-1004), which provides detailed information on detector spacing, placement, zoning, wiring, and special applications. Copies of this manual are available online at www.systemsensor.com or via System Sensor’s toll free fax-back service, Documents on Demand at 800/736-7672. NFPA Standards 72 and 90A should also be referenced for detailed information. NOTICE: This manual shall be left with the owner/user of this equipment. IMPORTANT: This detector must be tested and maintained regularly following NFPA 72 requirements. The detector should be cleaned at least once a year. Table of Contents Page [1]General Description ........................................................ 1 [2]Limitations of Duct Smoke Detectors ...............................1 [3]Exploded View of Duct Smoke Detector Components ......2 [4]Contents of the Duct Smoke Detector Kit.........................2 [5]Installation Sequence.......................................................2 [6]Duct Smoke Detector Maintenance and Test Procedures ..5 [7]Detector Cleaning Procedures ..........................................7 [8]Board Replacement .........................................................8 [9]Specifications ..................................................................8 Warranty ..............................................................................8 [1] General Description An HVAC system supplies conditioned air to virtually every area of a building. Smoke introduced into this air duct system will be distributed throughout the entire building. Smoke detectors designed for use in air duct systems are used to sense the presence of smoke in the duct. Model DH100ACDCLP Air Duct Smoke Detector utilizes photoelectric technology for the detection of smoke. This detection method, when combined with an efficient hous- ing design, samples air passing through the duct and allows detection of a developing hazardous condition. When suf- ficient smoke is sensed, an alarm signal is initiated and appropriate action can be taken to shut off fans, blowers, change over air handling systems, etc. These actions can facilitate the management of toxic smoke and fire gases throughout the areas served by the duct system. The DH100ACDCLP detector is designed to operate on 24 VDC/VAC, 120 VAC, or 240 VAC. Alarm and supervi- sory relay contacts are available for control panel interface (alarm initiation), HVAC control, and other auxiliary func- tions. Auxiliary relays are also provided for fan shut down or signaling of up to 9 other detectors in the loop for mul- tiple fan shut down. These detectors are not designed for 2-wire applications. For testing, the alarm can be enabled by a magnet activated test switch or by the optional remote test station. The duct smoke detector latches into alarm state when an alarm occurs. A green LED flashes to indicate power, a red LED signals local alarm indication, and optional accessories offer a variety of annunciation capabilities. The DH100ACDCLP can be reset by a momentary power interruption, the reset button on the front cover, the con- trol panel, or remote reset accessory. The DH100ACDCLP incorporates a cover tamper feature that provides a trouble signal after 7 minutes if the cover is removed or improperly installed. Proper installation of the cover removes the trouble condition. [2] Limitations Of Duct Smoke Detectors WARNING The National Fire Protection Association has established that DUCT DETECTORS MUST NOT BE USED AS A SUBSTITUTE FOR OPEN AREA DETECTOR PROTECTION as a means of providing life safety. Nor are they a substitute for early warn- ing in a building’s regular fire detection system. System Sensor supports this position and strongly recom- mends that the user read NFPA Standards 90A, 72, and 101. The DH100ACDCLP Air Duct Smoke Detectors are listed per UL 268A. WARNING This device will not operate without electrical power. Fire situations may cause an interruption of power. The system safeguards should be discussed with your local fire protection specialist. WARNING This device will not sense smoke unless the ventilation system is operating and the cover is installed. WARNING For this detector to function properly, it MUST be installed according to the instructions in this manual. Furthermore, the detector MUST be operated within ALL electrical and environmental specifications listed in this manual. Failure to comply with these requirements may prevent the detec- tor from activating when smoke is present in the air duct. [4] Contents Of The Duct Smoke Detector Kit 1. Complete housing base and cover assembly 2. Two #10 x 11/4″ sheet metal screws for mounting 3. Two sampling tube filters 4. One test magnet 5. Drilling template 6. Two foam gaskets 7. Four #6-self tapping mounting screws for the metal sampling tube and optional exhaust tube extension 8. One sampling tube end cap 9. One plastic sampling tube 10.One #8 self-tapping screw for the plastic sampling tube NOTE: For ducts over 11⁄2 feet, longer sampling tubes must be ordered to complete the installation. They must be the correct length for the width of the duct where they will be installed. See Table 1 on page 3 to determine the inlet tube required for different duct widths. [5] Installation Sequence [5.1] Verify Duct Air Flow Direction And Velocity Model DH100ACDCLP detectors are designed to be used in air handling systems having air velocities of 100 to 4000 feet per minute. Be sure to check engineering specifications to ensure that the air velocity in the duct falls within these parameters. If necessary, use a velocity meter (anemom- eter) to check the air velocity in the duct. [5.2] Drill The Mounting Holes Remove the paper backing from the mounting template supplied. Affix the template to the duct at the desired mounting location. Make sure the template lies flat and smooth on the duct. Center punch holes A and B. Drill the holes as indicated on the template. [5.2.1] Sampling Tube Installation for Ducts Less Than 11⁄2 Feet Wide (see Figure 2) 1. Remove the front cover. 2. Slide the plastic sampling tube into the housing bushing. 3. Align the holes in the bushing with the holes in the sampling tube. Make sure there are 6 exposed holes on the plastic sampling tube. Secure with the #8 self-tapping screw into the bottom of the permanent tube (shown in Fig. 2). NOTE: The sampling tube end cap is critical to the proper operation of the duct smoke detector. The end cap is needed to create the proper air flow to the sensor of the duct smoke detector. NOTE: For ducts greater than 11⁄2 feet in width, refer to sections [5.4.1] and [5.4.2]. Figure 2. Plastic sampling tube connected to duct smoke detector: H0110-00 [5.3] Secure The Detector Housing To The Duct Slide the foam gaskets over the tube bushings as shown in Figure 3. Use the two 11/4″ long sheet metal screws to screw the detector housing to the duct. CAUTION: Do not overtighten the screws. Figure 3. Installation of foam gaskets over sampling tube bushings: SCREW HOLES FOR ATTACHING HOUSING TO DUCT WORK. H0107-00 D200-14-00 2 I56-0084-08R [3] Figure 1: Exploded View of Duct Smoke Detector Components FOAM GASKETS METALSAMPLING TUBE SAMPLING TUBEFILTERS DETECTORCOVER DETECTOR BOARD CONDUIT HOLES DETECTORHOUSING TERMINAL STRIP POWER BOARD COVER MOUNTING SCREWS H0165-00 NOTE: The sampling tube end cap is critical to the proper operation of the duct smoke detector. The end cap is needed to create the proper air flow to the sensor of the duct smoke detector. Figure 4. Air duct detector sampling tube: SAMPLING TUBE END CAP AIR HOLES ARROW MUST FACE INTO AIR FLOW AIR FLOW DIRECTION FLANGE H0108-02 Figure 5. Tube mounting configurations with varying air flow direction: AIR FLOW DIRECTION DETECTOR HOUSING DOTS INDICATE POSITION OF SAMPLING TUBE HOLES AIR FLOWDIRECTION DETECTORHOUSING SAMPLING TUBEEXHAUST TUBE AIR FLOW DIRECTION EXHAUST TUBESAMPLING TUBE SAMPLING TUBE EXHAUSTTUBE DETECTORHOUSING AIR FLOW DIRECTION DETECTORHOUSING A.B. C.D. HORIZONTAL MOUNTING OF HOUSING VERTICAL MOUNTING OF HOUSING H0109-01 NOTE: Only metal sampling tubes may be used on orientations C and D. [5.4.2] Installation For Ducts More Than 8 Feet Wide NOTE: To install sampling tubes in ducts more than 8 feet wide, work must be performed inside the air duct. Sampling of air in ducts wider than 8 feet is accomplished by using the ST-10 sampling tube. If the tube is shorter than the width of the air duct, install the end cap into the sampling tube as shown in Figure 4 and support the end opposite the duct smoke detector. Install the sampling tube as follows: 1. Drill a 3/4″ hole in the duct directly opposite the hole already drilled for the sampling tube. Make sure the hole is 1 to 2″ below the inlet hole on the opposite side of the duct to allow for moisture drainage. 2. Slide the sampling tube with the flange into the housing bushing that meets the air flow first. Position the tube so that the arrow points into the air flow. Secure the tube flange to the housing bushing with two #6 self-tapping screws. [5.4] Sampling Tube Installation for Ducts Greater Than 11⁄2 Feet Wide The sampling tube is identified by a series of air inlet holes on the tube. A plastic tube is included for ducts up to 18″ in width. All other lengths must be purchased separately. Order the correct length, as specified in Table 1, for width of the duct where it will be installed. It is recommended that the sampling tube length extend at least 2⁄3 across the duct width for optimal performance. The exhaust tube is molded onto the base of the duct housing, and the A2440-00 Exhaust Tube Extension is available as an acces- sory in those cases where the molded exhaust port does not extend at least 2 inches into the duct. The sampling tube is always installed with the air inlet holes facing into the air flow. To assist proper installation, the tube’s mounting flange is marked with an arrow. Make sure the sampling tube is mounted so that the arrow points into the air flow (see Figure 4). Figure 5 shows the various combinations of tube mounting configurations with respect to air flow. Mounting the detector housing in a vertical ori- entation is acceptable, provided that the air flows directly into the sampling tube holes as indicated in Figure 4. Table 1. Sampling tubes recommended for different duct widths: Outside Duct Width Sampling Tube Recommended* 1 to 2 ft. ST-1.5 2 to 4 ft. ST-3 4 to 8 ft. ST-5 8 to 12 ft. ST-10 *Must extend a minimum of 2/3 the duct width [5.4.1] Installation For Ducts Greater Than 11⁄2 Feet But Less Than 8 Feet Wide 1. If the tube is longer than the width of the air duct, drill a 3/4″ hole in the duct opposite the hole already cut for the sampling tube. Make sure the hole is 1″ to 2″ below the inlet hole on the opposite side of the duct to allow moisture drainage away from the detector. If the tube is shorter than the width of the air duct, install the end cap into the sampling tube as shown in Figure 4. Sampling tubes over 3 ft. long must be supported at the end oppo- site the duct smoke detector. 2. Slide the tube into the housing bushing that meets the air flow first. Position the tube so that the arrow points into the air flow. 3. Secure the tube flange to the housing bushing with two #6 self-tapping screws. 4. For tubes longer than the width of the air duct, the tube should extend out of the opposite side of the duct. If there are more than 2 holes in the section of the tube extending out of the duct, select a different length using Table 1. Otherwise, trim the end of the tube protruding through the duct so that 1″ to 2″ of the tube extend out- side the duct. Plug this end with the end cap and tape closed any holes in the protruding section of the tube. Be sure to seal the duct where the tube protrudes. D200-14-00 3 I56-0084-08R 3. From inside the duct, couple the other sections of the sampling tube to the section already installed using the 1/2″ conduit fittings supplied. Make sure that the holes on both of the air inlet tubes are lined up and facing into the air flow. 4. Trim the end of the tube protruding through the duct so that 1 to 2″ of the tube extend outside the duct. Plug this end with the end cap and tape closed any holes in the protruding section of the tube. Be sure to seal the duct when the tube protrudes. NOTE: An alternate method to using the ST-10 is to use two ST-5 inlet tubes. Remove the flange from one of the tubes and install as described above. After the installation, use electrical tape to close off some of the sampling holes so that there are a total of 10 to 12 holes spaced as evenly as possible across the width of the duct. NOTE: Air currents inside the duct may cause excessive vibration, especially when the longer sampling tubes are used. In these cases a 3″ floor flange (available at most plumbing supply stores) may be used to fasten the sampling tube to the other side of the duct. When using the flange/connector mounting technique, drill a 1″ to 11⁄4″ hole where the flange will be used. [5.4.3] Modifications of Sampling Tubes There may be applications where duct widths are not what is specified for the installation. In such cases, it is permis- sible to modify a sampling tube that is longer than neces- sary to span the duct width. Use a 0.193-inch diameter (#10) drill and add the appro- priate number of holes so that the total number of holes exposed to the air flow in the duct is 10 to 12. Space the additional holes as evenly as possible over the length of the tube. NOTE: This procedure should only be used as a temporary fix. It is not intended as a permanent substitute for ordering the correct length tubes. [5.5] Install The Filters To install the sampling tube filters, simply push the filters into the sampling and exhaust tube holes, as shown in Figure 6. If a metal sampling tube is used, install the filters over the tube ends. Figure 6. Sampling tube filter installation: H0159-00 CAUTION Filters require periodic cleaning or replacement, depend- ing on the amount of dust and dirt accumulated. Visually inspect the filters at least quarterly; inspect them more often if the dust accumulation warrants it. See Section [6] for more information. Replacement filters can be ordered from System Sensor, 3825 Ohio Ave., St. Charles, IL 60174. (Exhaust tube/ intake tube filter P/N F36-09-11) [5.6] Field Wiring Installation Guidelines All wiring must be installed in compliance with the National Electrical Code and the local codes having juris- diction. Proper wire gauges should be used. The conduc- tors used to connect smoke detectors to control panels and accessory devices should be color-coded to prevent wiring mistakes. Improper connections can prevent a system from responding properly in the event of a fire. For signal wiring, (the wiring between interconnected detectors or from detectors to auxiliary devices), it is usually recommended that single conductor wire be no smaller than 18 gauge. The duct smoke detector terminals accommodate wire sizes up to 12 gauge. Smoke detectors and alarm system control panels have specifications for allowable loop resistance. Consult the control panel manufacturer’s specifications for the total loop resistance allowed for the particular model control panel being used before wiring the detector loop. Wiring Instructions The DH100ACDCLP detectors are designed for easy wiring. The housing provides a terminal strip with clamping plates. Wiring connections are made by stripping about 3/8” of insulation from the end of the wire, sliding the bare end under the plate, and tightening the clamping plate screw. [5.7] Perform Detector Check 1. Perform STANDBY AND TROUBLE TEST per Section [6.2.1]. 2. Perform MAGNET TEST per Section [6.2.2.1]. The RTS451 test of Section [6.2.2.2] may substitute for this requirement. 3. Perform AIR FLOW TEST per Section [6.1.1]. 4. Perform SMOKE RESPONSE TEST per Section [6.1.2]. 5. Perform SENSITIVITY TEST per Section [6.2.3]. [5.8] Install The Cover Install the cover using the six screws that are captured in the housing cover. Be certain filters are installed as speci- fied in Section [5.5]. Make sure that the cover fits into the base groove and that all gaskets are in their proper posi- tions. Tighten the six screws. D200-14-00 4 I56-0084-08R [6] Duct Smoke Detector Maintenance and Test Procedures Test and maintain duct smoke detectors as recommended in NFPA 72. The tests contained in this manual were devised to assist maintenance personnel in verification of proper detector operation. Before conducting these tests, notify the proper authorities that the smoke detection system will be temporarily out of service. Disable the zone or system under test to prevent unwanted alarms. [6.1] Smoke Entry Tests [6.1.1] Air Flow The DH100ACDCLP is designed to operate over an extended air speed range of 100 to 4000 FPM. To verify sufficient sampling of ducted air, turn the air handler on and use a manometer to measure the differential pressure between the two sampling tubes. The differential pressure should measure at least 0.0015 inches of water and no more than 1.2 inches of water. Because most commercially available manometers cannot accurately measure very low pressure differentials, applications with less than 500 FPM of duct air speed may require one of the following: 1) the use of a current-sourcing pressure transmitter (Dwyer Series 607) per Section 6.1.4 or; 2) the use of aerosol smoke per sec- tion 6.1.2. [6.1.2] Air Flow Test using Aerosol Smoke This test is intended for low-flow systems (100-500 FPM). If the air speed is greater than 500 FPM, use a conventional manometer to measure differential pressure between the sampling tubes, as described in 6.1.1. Drill a 1⁄4″ hole 3 feet upstream from the duct smoke detec- tor. With the air handler on, measure the air velocity with an anemometer. Air speed must be at least 100 FPM. Spray aerosol smoke* into the duct through the 1⁄4″ hole for five seconds. Wait two minutes for the duct smoke detector to alarm. If the duct smoke detector alarms, air is flowing through the detector. Remove the duct smoke detector cover and blow out the residual aerosol smoke from the chamber and reset the duct smoke detector. Use duct tape to seal the aerosol smoke entry hole. *Aerosol smoke can be purchased from Home Safeguard Industries, Malibu, CA. Phone: 310/457-5813. [6.1.3] Smoke Entry Test To determine if smoke is capable of entering the sens- ing chamber, visually identify any obstructions. Plug the exhaust and sampling tube holes to prevent ducted air from carrying smoke away from the detector head, then blow smoke such as cigarette, cotton wick, or punk directly at the head to cause an alarm. REMEMBER TO REMOVE THE PLUGS AFTER THIS TEST, OR THE DETECTOR WILL NOT FUNCTION PROPERLY. [6.1.4] Air Flow Test using Dwyer Series 607 Differential Pressure Transmitter Verify the air speed of the duct using an anemometer. Air speed must be at least 100 FPM. Wire the Dwyer transmit- ter as shown in Figure 7. Connect the leads of the meter to either side of the 1000Ω resistor. Allow unit to warm up for 15 seconds. With both HIGH and LOW pressure ports open to ambient air, measure and record the voltage drop across the 1000Ω resistor (measurement 1), 4.00 volts is typical. Using flexible tubing and rubber stoppers, connect the HIGH side of the transmitter to the sampling tube of the duct smoke detector housing, and the LOW side of the transmitter to the exhaust tube of the duct smoke detec- tor housing. Measure and record the voltage drop across the 1000Ω resistor (measurement 2). Subtract the voltage recorded in measurement 1 from the voltage recorded in measurement 2. If the difference is greater than 0.15 volts, there is enough air flow through the duct smoke detector for proper operation. Figure 7. Procedure for verifying air flow: DIFFERENTIAL PRESSURE TRANSMITTER MODEL #607-01 HIGH LOW TO SAMPLING TUBE TO EXHAUST TUBE VOLT METER FLUKE MODEL 87 OR EQUIVALENT 1000 OHM 5% 1 WATT RESISTOR 9 VOLT BATTERY 9 VOLT BATTERY 9 VOLT BATTERY 15 TO 36VDC SUPPLY H0163-01 [6.1.5] Filter Replacement The filters do not substantially affect smoke performance even when up to 90% of the filter is clogged. Quarterly visual inspection usually suffices to determine whether the filters should be replaced because only a high percentage of contamination affects performance. If further testing is required, compare differential pressure readings with and without the filters installed. If the difference exceeds 10% replace the filters. In no case should the pressure differen- tial fall below 0.0015 inches of water. [6.2] Standby, Alarm and Sensitivity Tests The cover must be removed to perform these tests. The use of a remote accessory for visible indication of power and alarm is recommended. [6.2.1] Standby And Trouble Standby — Look for the presence of the flashing green LED. The LED should flash approximately every 10 seconds. D200-14-00 5 I56-0084-08R 15 19 14 3 20 1 3 2Alarm Signal Aux. Power + Sup. N. O. Sup. COM Aux. Power – NOTE: Wiring diagram shown is for DH100ACDCLP 4-wire duct smoke detector system equipped without a control panel. Alarm (Red LED) Power (Green LED) Common APA451DH100ACDCLP NOTE: A trouble condition is indicated when the green LED is not illuminated. D200-14-00 6 I56-0084-08R Figure 9. Wiring diagram for DH100ACDCLP to APA451: H0158-01 Figure 8. System wiring diagram for 4-wire duct smoke detectors: Figure 10. Wiring diagram for DH100ACDCLP to RTS451/RTS451KEY: Important Interconnect Notes • When using the interconnect feature, all interconnected units must be powered with the same, independent supply. • Polarity must be maintained throughout the interconnect wiring. Connect termi- nal 12 on unit 1 to terminal 12 on unit 2 and so on. Similarly, connect terminal 1 on unit 1 to terminal 1 on unit 2 and so on. • Up to 10 units may be interconnected. Figure 11. Multiple fan shutdown (interconnect): 1 6 12 16 A B C FAN CONTROL SYSTEM CONTROL POWER OR THERMOSTAT 1 6 12 16 A B FAN CONTROL SYSTEM CONTROL POWER OR THERMOSTAT DETECTOR 1 C DETECTOR 2 1 6 12 16 A B FAN CONTROL SYSTEM CONTROL POWER OR THERMOSTAT C DETECTOR 10 OUT TO 10 DETECTORS MAXIMUM 24V 9 10 AVAILABLE POWER INPUTS ALARM AUXILIARY CONTACTS FOR FAN SHUTDOWN, ETC. 16 6 17 7 18 8 N.C.C.N.O.N.O.C.N.C. ALARM AUXILIARY CONTACTS SHOWN INSTANDBY. CONTACTS TRANSFER DURINGALARM AS INDICATED BY THE ARROWS. SUPERVISORY TROUBLE CONTACTS TROUBLE CONTACTS CLOSED IN ALARM AND STANDBY. CONTACTS OPEN WHILE DETECTOR PCB OR POWER IS REMOVED OR WHEN TAMPER FEATURE TIMES OUT. OPEN CONTACTS SIGNAL TROUBLE CONDITION TO PANEL. 24V 9 10 AVAILABLE POWER INPUTS ALARM AUXILIARY CONTACTS FOR FAN SHUTDOWN, ETC. 16 6 17 7 1 8 8 N.C.C.N.O.N.O.C.N.C. ALARM AUXILIARY CONTACTS SHOWN INSTANDBY. CONTACTS TRANSFER DURINGALARM AS INDICATED BY THE ARROWS. SUPERVISORY TROUBLE CONTACTS TROUBLE CONTACTS CLOSED IN ALARM AND STANDBY.CONTACTS OPEN WHILE DETECTOR PCB OR POWER IS REMOVED OR WHEN TAMPER FEATURE TIMES OUT. OPEN CONTACTS SIGNAL TROUBLE CONDITION TO PANEL. 14 3 314 4 5 ALARM INITIATIONCONTACTS CONTACTS SHOWNOPEN IN STANDBY.CONTACTS CLOSE IN ALARM. 4 5 ALARMINITIATIONCONTACTS CONTACTS SHOWNOPEN IN STANDBY.CONTACTS CLOSE IN ALARM. ALARMINITIATION LOOP UL LISTED 4-WIRE CONTROL PANEL FIRST DETECTOR IN THE LOOPDH100ACDCLP LAST DETECTOR IN THE LOOPDH100ACDCLP EOL RESISTOR SPECIFIED BYPANEL MANUFACTURER CONNECT POWER SOURCE TO APPROPRIATE TERMINALSOF EACH DETECTOR. SEESPECIFICATIONS FOR ADDITIONAL POWER SUPPLY INFORMATION. FOR WIRING OF AUXILIARYDEVICES, REFER TOMANUFACTURER'S INSTALLATION INSTRUCTIONS OR CONTACT MANUFACTURER. NOTE: THE SUPERVISORY RELAY NOW PROVIDES A "FORM C" CONTACT FORCUSTOMIZED APPLICATIONS.FOR STANDARD APPLICATIONS, ONLY THE "NO" CONTACT IS USED POWER INPUTS ACCEPT24 VDC, 24 VAC 50-60 HZ, CONNECT POWER SOURCE TO APPROPRIATE TERMINALSOF EACH DETECTOR. AUX. CONTACT RATINGS10A @ 30 VDC RESISTIVE100mA MINIMUM @ 5 VDC 1/4 HP @ 240 VAC 1/8 HP @ 120 VACNOT INTENDED FORCONNECTION TO CONTROL PANELS. TROUBLE CONTACT RATING2.0 A @ 30 VDC resistive2.0 A @ 125 VAC resistive + 120 VAC 220/240 VAC A B C 220/240 VAC A B C 120 VAC 15 19 14 3 20 2 11 2 6 1Alarm Signal Aux. Power + Sup. N. O. Sup. COM Aux. Power – Reset Test (Red LED) Alarm (Green LED) Power DH100ACDCLP RTS451/RTS451KEY 5 4 3 * For RTS451KEY only without a control panel. * CAUTION Do not loop wire under terminals when wiring detectors. Break wire runs to provide system supervision of connections. H0155-01 H0156-00 H0157-00 Trouble —If the detector LED does not flash, then the detector lacks power (check wiring, panel, or power supply), the detector board is miss- ing (replace), the cover has been missing or not secured properly for more than 7 minutes (secure cover properly), or the unit is defective (return for repair). Test — The trouble condition can be caused intentionally to verify correct operation of the system. Remove the detector board to cause a trouble condition locally and at the system control panel. Cover Tamper —If the cover is removed or not properly secured for a period longer than 7 minutes, a trouble signal is generated to indicate the cover is missing. [6.2.2] Alarm Tests [6.2.2.1] M02-04-00 Magnet Test 1. Place the painted surface of the magnet onto the TEST locator on the bottom of the housing (Figure 14). 2. The red alarm LED on the detector should latch on, as should any accessories (i.e. RA400Z, RTS451). Verify system control panel alarm status and control panel execution of all intended auxiliary functions (i.e. fan shutdown, damper control, etc.). 3. The detector must be reset by system control panel, front cover reset button, or remote accessory. [6.2.2.2] RTS451/RTS451KEY Remote Test Station The RTS451/RTS451KEY Remote Test Station facilitates test of the alarm capability of the duct smoke detec- tor as indicated in the RTS451/RTS451KEY manual. The DH100ACDCLP duct smoke detector can be reset by the RTS451/RTS451KEY. If a system control panel is used, the panel itself may also require testing. To install the RTS451/RTS451KEY, connect the device as shown in Figure 10; wire runs must be limited to 25 ohms or less per interconnecting wire. ALARM SIGNAL (+) AUX POWER (–) 15 20 (+) (–) DUCT DETECTOR DH100ACDCLP PA400 (OPTIONAL) AUDIBLE ALERT ALARM SIGNAL (+) AUX POWER (–) 15 20 (+) (–) DUCT DETECTOR DH100ACDCLP RA400Z (OPTIONAL) REMOTE (LED)ANNUNCIATOR RED D200-14-00 7 I56-0084-08R Please note that the magnetic coil supplied with the RTS451 and RTS451KEY is not required when these accessories are used with the DH100 Series detectors. The functionality of the magnetic coil has been designed into the circuitry of the new Innovair™ duct smoke detectors. [6.2.2.3] SSK451 Multi-Signaling Accessory The System Sensor SSK451 Multi-Signaling accessory com- bines a sounder feature with a key activated test and reset function. Green, amber and red LEDs provide a visual indication of power, trouble, and alarm respectively. An optional strobe (PS24LO) with a smoke lens can be added to conform to the codes of certain jurisdictions. To install the SSK451, connect the device as shown in Figure 13. [6.2.3] Sensitivity Tests [6.2.3.1] MOD400 or MOD400R Test After verification of alarm capability, use the MOD400R test module with a voltmeter to check detector sensitivity as indicated in the test module’s manual. The housing cover must be removed to perform this test. If test module readings indicate that the detector head is outside of the acceptable range that is printed on the label of the detector, the detector chamber requires cleaning per Section [7] of this manual. [7] Detector Cleaning Procedures Notify the proper authorities that the smoke detector sys- tem is undergoing maintenance, and that the system will temporarily be out of service. Disable the zone or system undergoing maintenance to prevent unwanted alarms and possible dispatch of the fire department. [7.1] Air Filters 1. Turn off power to the system. 2. Remove and inspect sampling tube filters. 3. If filters are heavily coated with dirt, replace them with new filters. If they are not heavily coated, use a vacuum cleaner or compressed air nozzle to remove dust, then reinstall the filters. [7.2] Photo Detector Board 1. Remove the screen by gently grasping on each side and pulling straight off. 2. Lift the photo chamber in the same fashion. Vacuum the screen and cover. Use clean, compressed air to Figure 12. Wiring diagrams for optional accessories: 15 ALARM SIGNAL 3 14 2 RESET 11 TEST 20 AUX. POWER (–) 19 AUX. POWER (+) SSK451 FIELD INSTALLED JUMPER FOR TEMPORAL PATTERN SUPERVISORY CONTACTNO FIELD INSTALLED JUMPER DH100ACDCLP COMMON 3 TEMPORAL SELECT 2 ALARM SIGNAL 1 SUPERVISORY SIGNAL 4 RESET 7 TEST 8 POWER (–) 6 POWER (+) 5 Figure 13. Wiring diagram for DH100ACDCLP to SSK451 H0162-00 Figure 14. Testing detector alarm: H0161-00 H0160-00 NOTE: Wiring diagram shown is for DH100ACDCLP 4-wire duct smoke detector system equipped without a control panel. D200-14-00 8 I56-0084-08R©2003 System Sensor Three-Year Limited Warranty System Sensor warrants its enclosed air duct smoke detector to be free from defects in materials and workmanship under normal use and service for a period of three years from date of manufacture. System Sensor makes no other express warranty for this air duct smoke detector. No agent, representative, dealer, or employee of the Company has the authority to increase or alter the obligations or limitations of this Warranty. The Company’s obligation of this Warranty shall be limited to the repair or replacement of any part of the air duct smoke detector which is found to be defective in materials or workmanship under normal use and service during the three year period commencing with the date of manufacture. After phoning System Sensor’s toll free number 800-SENSOR2 (736-7672) for a Returns Authorization number, send defective units postage prepaid to: System Sensor, Returns Department, RA #__________, 3825 Ohio Avenue, St. Charles, IL 60174. Please include a note describing the malfunction and suspected cause of failure. The Company shall not be obligated to repair or replace units which are found to be defective because of damage, unreasonable use, modifications, or alterations occurring after the date of manufacture. In no case shall the Company be liable for any consequential or incidental damages for breach of this or any other Warranty, expressed or implied whatsoever, even if the loss or damage is caused by the Company’s negligence or fault. Some states do not allow the exclu- sion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. This Warranty gives you specific legal rights, and you may also have other rights which vary from state to state. [9] Model DH100ACDCLP Air Duct Smoke Detector Specifications Operating Temperature: +32° to +131° F 0° to +55° C Storage Temperature: –22° to +158° F –30° to +70° C Humidity: 10% to 93% R.H. noncondensing Air Velocity: 100 to 4000 ft./min. 0.5 to 20.3 m/sec. Dimensions: 14.38” L x 5.5” W x 2.75” D 37cm L x 14cm W x 7cm D Weight: 3.75 pounds 1.7 kg Electrical Specifications Power supply voltage: 20-29 VDC 24 VAC 50-60-Hz 120 VAC 50-60 Hz 220/240 VAC 50-60 Hz Input capacitance: 270 µF max. 270 µF max. N/A N/A Reset voltage: 3.0 VDC min. 2.0 VAC min. 10 VAC min. 20 VAC min. Reset time (with RTS451): .03 to 0.3 sec. .03 to 0.3 sec. .03 to 0.3 sec. .03 to 0.3 sec. Reset time (by power down): 0.6 sec. max. 0.6 sec. max. 0.6 sec. max. 0.6 sec. max. Power up time: 34 sec. max. 34 sec. max. 34 sec. max. 34 sec. max. Alarm response time: 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. Sensitivity Test: See detector label See detector label See detector label See detector label loosen and blow out any remaining debris. Replacement screens (S08-39-01) are available. 3. Vacuum photo chamber, then use clean compressed air to blow area clean. 4. Replace the chamber by pressing it onto the base. Press the screen into place. It should fit tightly on the chamber. [8.0] Board Replacement [8.1] Detector Board Replacement (part no. A5190) 1. Remove the two detector board mounting screws. 2. Pull gently on the board to remove it. 3. To replace the board, align the board mounting fea- tures, holes, and the interconnect terminals. Push the board into place. 4. Secure board with the two mounting screws. [8.2] Power Board replacement (part no. A5064) 1. Disconnect wiring from the terminal block. 2. Remove the two power board mounting screws. 3. Pull gently on the board to remove it. 4. To replace the board, align the board mounting fea- tures, holes, and the interconnect terminals. Push the Power Supply Voltage 20 - 29 VDC 24 VAC 50 - 60 Hz 120 VAC 50 - 60 Hz 220/240 VAC 50 - 60 Hz CURRENT REQUIREMENTS (USING NO ACCESSORIES) Max. standby current 15 mA 35 mA RMS 25 mA RMS*15 mA RMS* Max. alarm current 70 mA 125 mA RMS 35 mA RMS*25 mA RMS* CONTACT RATINGS Alarm initiation contacts (SPST)2.0A @ 30 VDC (resistive) Alarm auxiliary contacts (DPDT)10A @ 30 VDC 10A @ 250 VAC 1/4 HP @ 240 VAC 1/8 HP @ 120 VAC Trouble contacts (SPDT)2.0A @ 30 VDC (resistive) 2.0A @ 125 VAC (resistive) Note:Alarm auxiliary contacts must switch 100 mA minimum at 5VDC. Alarm auxiliary contacts shall not be connected to inititaing circuits of control panels. Use the alarm initiation contact for this purpose. * NOTE: When a unit is powered at the 120VAC or 220/240VAC input, any combination of accessories may be used such that the given accessory loads are: 60 mA or less in the standby state, 110 mA or less in the alarm state. ACCESSORY CURRENT LOADS AT 24 VDC DEVICE APA451 PA400 RA400Z RTS451 RTS451KEY SSK451 STANDBY 12.5mA Max. 0mA 0mA 0mA 12mA* 5mA Max. ALARM 30mA Max. 15mA Max. 10mA Max. 7.5mA Max. 7.5mA Max. 30mA Max. TROUBLE n/a n/a n/a n/a n/a 9mA Max. Please refer to insert for the Limitations of Fire Alarm Systems H0164-00 www.BavenSecurity.Com www.BavenSecurity.Com www.BavenSecurity.Com www.BavenSecurity.Com Project Catalog #Type Prepared by Notes Date PS518034EN page 1 February 22, 2023 9:26 AM Top Product Features • Ultra-low profile surface luminaire with wide distribution • Ceiling or wall mounting in compatible junction boxes • 600 & 1200 lumen; 2700K, 3000K, 3500K, 4000K or 5000K CCT; 90 CRI • 120V only and Universal Voltage 120V – 277V options • Dimmable with 120V dimmers Interactive Menu • Order Information page 2 • Product Specifications page 5 • Photometric Data page 6 • Energy Data page 5 • Product Warranty Dimensional and Mounting Details SMD6 Series 6" Round and Square Surface Mount Downlight SMD6R &SMD6S additionalproduct diagrams Typical Applications Residential Product Certification Product Features Refer to ENERGY STAR® Certified Products List. Can be used to comply with California Title 24 High Efficacy requirements. Certified to California Appliance Efficiency Database under JA8. 7-5/8" [193mm] 7-9/16" [192.4mm] 7-9/16" [192.4mm]15/16" [23.9mm]17/32" [13.5mm] 9/16" [14mm] SMD6RXXXWH SMD6SXXXWH 15/16" [23.9mm] Can be used to comply with Title 24 Part 6 LEDEnclosed Light Source Requirements (JA8) SMD6 Series PS518034EN page 2 February 22, 2023 9:26 AM Dimensional and Mounting Details Continued 7-5/8" [193mm] 7-9/16" [192.4mm] 7-9/16" [192.4mm]1-1/16" [26.8mm]9/16" [14mm] 1-1/16" [26.8mm]9/16" [14mm] SMD12RXXXWH SMD12SXXXWHSMD12RXXXWHESMD12SXXXWHE Ordering Information SAMPLE NUMBER: SMD6R6930WH = 6" Round Surface Mount Downlight, 90CRI, 3000K Junction Box Installation: Order junction box separately, as supplied by others, to complete installation. Recessed Installation: Order Halo recessed housing separately to complete installation. Models Lumens CRI/CCT Finish Voltage Models Lumens CRI/CCT Finish Voltage SMD6R = 6" Round Surface Mount Downlight SMD6S = 6" Square Surface Mount Downlight 6 = 600 lumen series (120V only) 12 = 1200 lumen series 927 = 90 CRI, 2700K 930 = 90 CRI, 3000K 935 = 90 CRI, 3500K 940 = 90 CRI, 4000K 950 = 90 CRI, 5000K WH = Matte White Blank = 120V standard E = UNV Universal 120-277V* Accessories Accessories Designer TrimsSMD6RTRMSN = 6" Round SMD Satin Nickel SMD6RTRMTBZ = 6" Round SMD Tuscan Bronze SMD6RTRMWH = 6" Round SMD White (paintable) SMD6STRMSN = 6" Square SMD Satin Nickel SMD6STRMTBZ = 6" Square SMD Tuscan Bronze SMD6STRMWH = 6" Square SMD White (paintable) T24HWKIT = Title 24 Cable harness kit used to convert incandescent and low voltage housings to LEDHE26LED = E26 Screw base adapter for retrofit (included) T24HWKIT HE26LED E26 Screw base adapter for retrofit (included) * UNV voltage configuration is offered only in the 1200 lumen series SMD6 Series PS518034EN page 3 February 22, 2023 9:26 AM Housing Compatibility The SMD6 is UL Certified in Halo recessed housings and for use with any 5 or 6 inch diameter recessed housing constructed of steel or aluminum with an internal volume that exceeds 107.9 in3 in addition to those noted below. Note: Some other’s housings require installation with included friction clips. Housings Housings Compatible Halo LED Housings with LED luminaire connector (high-efficacy compliant)Compatible Halo Incandescent E26 Screwbase Housings Halo LED 5-inch H550ICAT = 5" LED, Insulated Ceiling, Air-Tite, New Construction Housing H550RICAT = 5" LED, Insulated Ceiling, Air-Tite, Remodel Housing E550ICAT = 5" LED, Insulated Ceiling, Air-Tite, New Construction Housing E550RICAT = 5" LED, Insulated Ceiling, Air-Tite, Remodel Housing Halo LED 6-inch H750ICAT = 6" LED, Insulated Ceiling, Air-Tite, New Construction Housing H750RICAT = 6" LED, Insulated Ceiling, Air-Tite, Remodel Housing H750T = 6" LED, Non-IC, Air-Tite, New Construction Housing H750TCP = 6" LED, Non-IC, New Construction/Remodel Chicago Plenum Housing H2750ICAT = 6" LED, Shallow, Insulated Ceiling, Air-Tite, New Construction (use with 691X, 694X, 696X trims only) H2750RICAT = 6" LED, Shallow, Insulated Ceiling, Air-Tite, Remodel (use with 691X, 694X, 696X trims only) E750ICAT = 6" LED, Insulated Ceiling, Air-Tite, New Construction Housing E750RICAT = 6" LED, Insulated Ceiling, Air-Tite, Remodel Housing Halo LED retrofit ML7E26RFK = 6" Retrofit Enclosure, Non-IC, E26 Screw base Interface ML7BXFK = 6" Retrofit Enclosure, Non-IC, BX Whip Halo Standard Housings 5-inch H5ICAT = 5" Insulated Ceiling, Air-Tite New Construction Housing H5RICAT = 5" Insulated Ceiling, Air-Tite Remodel Housing H5ICATNB = 5" Insulated Ceiling, Air-Tite New Construction Housing, No Socket Bracket H5T = 5" Non-IC, New Construction Housing H5RT = 5" Non-IC, Remodel Housing H5TNB = 5" Non-IC, New Construction Housing, No Socket Bracket H25ICAT = 5” Shallow, Insulated Ceiling, Air-Tite New Construction H25RICAT = 5” Shallow, Insulated Ceiling, Air-Tite Remodel H25ICATNB = 5” Shallow, Insulated Ceiling, Air-Tite New Construction, No Socket Bracket E5ICAT = 5" Insulated Ceiling, Air-Tite New Construction Housing E5RICAT = 5" Insulated Ceiling, Air-Tite Remodel Housing E5ICATNB = 5" Insulated Ceiling, Air-Tite New Construction Housing, No Socket Bracket E5TAT = 5" Non-IC, New Construction Housing E5RTAT = 5" Non-IC, Remodel Housing E5TATNB = 5" Non-IC, New Construction Housing, No Socket Bracket Halo Standard Housings 6-inch H7ICAT = 6" Insulated Ceiling, Air-Tite New Construction Housing H7RICAT = 6" Insulated Ceiling, Air-Tite Remodel Housing H7ICT = 6" Insulated Ceiling, New Construction Housing H7RICT = 6" Insulated Ceiling, Remodel Housing H7ICATNB = 6" Insulated Ceiling, Air-Tite New Construction Housing, No Socket Bracket H7ICTNB = 6" Insulated Ceiling, New Construction Housing, No Socket Bracket H7T = 6" Non-IC, New Construction Housing H7RT = 6" Non-IC, Remodel Housing H7TNB = 6" Non-IC, New Construction Housing, No Socket Bracket H7TCP = 6" Non-IC, Chicago Plenum, New Construction/Remodel Housing H7UICAT = 6" Insulated Ceiling, Universal, Air-Tite, New Construction Housing E7ICAT = 6" Insulated Ceiling, Air-Tite New Construction Housing E7RICAT = 6" Insulated Ceiling, Air-Tite Remodel Housing E7ICATNB = 6" Insulated Ceiling, Air-Tite New Construction Housing, No Socket Bracket E7TAT = 6" Non-IC, New Construction Housing E7RTAT = 6" Non-IC, Remodel Housing E7TATNB = 6" Non-IC, New Construction Housing, No Socket Bracket E27TAT = 6" Shallow, Non-IC, New Construction Housing E27RTAT = 6" Shallow, Non-IC, Remodel Housing SMD6 Series PS518034EN page 4 February 22, 2023 9:26 AM JUNCTION BOX COMPATIBILITY *Note: SMD 120-277V UNV configuration is only compatible with junction boxes that provide a minimum depth of 2-1/8”. Junction boxes meeting these requirements listed below. 4" square deep steel box* 4" x 4" x 2-1/8" (102mm x 102mm x 54mm) OTHER’S JUNCTION BOXES* EATON’S CROUSE-HINDS JUNCTION BOXES 4" octagon light fixture/fan steel box* 4" x 4" x 2-1/8" (102mm x 102mm x 54mm) • TP316 - for non-metallic cable • TP317 - for metal clad cable • UL Listed • Refer to www.crouse-hinds.com TP316* for non-metallic cable 4” x 4” x 2-1/8” (102mm x 102mm x 54mm) TP317* for metal clad cable 4” x 4” x 2-1/8” (102mm x 102mm x 54mm) 4" square standard steel box 4" x 4" x 1-1/2" (102mm x 102mm x 38mm) 4" octagon steel box 4" x 4" x 1-1/2" (102mm x 102mm x 38mm) 3-1/2" round old work* non-metallic box 4-1/4" O.D. flange, 3-1/2" I.D. x 2-5/8” (108mm O.D., 89mm I.D. x 67mm) 4" round new work non-metallic light fixture/fan box* 4" diameter x 2-3/16" (102mm x 56mm) 3-1/2" round new work non-metallic ceiling box* 3-1/2" diameter x 2-3/4" (89mm x 70mm) 4” round surface mount box 4" diameter x 1-1/2” (102mm x 38mm) Requires SLD6RAD adapter *This is a representative list of compatible junction boxes only. Information contained in this literature about other manufacturers’ products is from published information made available by the manufacturer and is deemed to be reliable, but has not been verified. Cooper Lighting Solutions makes no specific recommendation on product selection and there are no warranties of performance or compatibility implied. Installer must determine that site conditions are suitable to allow proper installation of the mounting bracket in the box. 4" round new work non-metallic box with hanger bar assembly 4" diameter x 2-3/16" (102mm x 56mm) SMD6 Series PS518034EN page 5 February 22, 2023 9:26 AM Energy Data SMD6R6 SMD6S6 Round Square Lumens (5000K models)788 815 Input Power 9.6 W 9.9 W Input Current 0.0811 A 0.085 A Efficiency 82 lm/W 82 lm/W THD 13.9 14.7 Input Voltage 120V Frequency 50/60 Hz CRI 90 CRI Power Factor 0.99 T Ambient -30 - +40°C Sound Rating Class A Product Specifications Housing • Non-electrically conductive polycarbonate frame. • High impact diffuse polystyrene lens provides shielding to the light guide with no pixilation • Stamped aluminum housing provides thermal cooling achieving L70 at 50,000 hours in IC and non-IC applications Gaskets • Closed cell gasket achieves restrictive airflow and wet location requirements without additional caulking Optics • Precision acrylic light guide organizes source flux into wide distribution with 1.2 – 1.4 spacing criteria useful for general area illumination LED • Mid power LED array provide a uniform source with high efficiency and long life • Available in 90 CRI minimum, R9 greater than 50 and color accuracy within 3 SDCM provide color accuracy and uniformity Driver SMD 120V • Integral 120V 50/60Hz constant current driver provides noise free operation • Continuous, flicker-free dimming from 100% to 5% with select leading or trailing edge 120V phase cut dimmers • Dimming to 5% is best assured using dimmers with low end trim adjustment. Consult dimmer manufacturer for compatibility and conditions of use. (Note some dimmers require a neutral in the wallbox.) • Inline electrical quick connect and E26 adapter (provided) provides mains connections SMD 120-277V • Integrated 120-277V 60Hz constant current driver provides noise free operation • SMD Universal Voltage (120-277V) configurations are recommended for use with compatible 0-10V DC • low voltage dimmers only Mounting/Retention • Adjustable spider plate allows for quick installation into both junction boxes and recessed housings • Torsion springs and friction blades included Electrical Junction Box Mounting • The SMD may be used in compatible electrical junction boxes in direct contact with insulation including spray foam insulation • Suitable for installation in many 3-1/2" and 4" square, octagon, and round electrical junction boxes Note: SMD120-277V UNV is only compatible with junction boxes that provide minimum depth of 2-1/8" • Installer must ensure compatibility of fit, wiring and proper mounting in the electrical junction box. This includes all applicable national and local electrical and building coded Recessed Housing Mounting • May be installed in IC recessed housings in direct contact with insulation Note: Not for use in recessed housing in direct contact with spray foam insulation. Refer to NEMA LSD 57-2013 Torsion Spring 5" & 6" • Precision formed torsion spring bracket kit included • The torsion springs adjust on the mounting plate to fit 5" or 6" compatible housings Friction Blade 5” & 6” • Precision formed friction blades included • For retrofit in 5" and 6" housings without torsion springs mounting tabs • Friction blade design allows the SMD to be installed in any position within the housing aperture (360 degrees) DESIGNER SKINS (SOLD SEPARATELY) • SMD skins are accessory rings in both round and square. These skins attach to the SMD for a permanent finish. Refer to the SMD accessories specification sheet for details −Matte White (Paintable) −Satin Nickel −Tuscan Bronze Compliance • cULus Certified for use with Halo housings and for use with other’s housings, see instruction sheet for conditions of acceptability • Wet and Damp Location listed, airtight per ASTM-E283 • Suitable for use in closets, compliant with NFPA® 70, NEC® Section 410.16 (A)(3) and 410.16 (C)(5) • EMI/RFI emissions per FCC 47CFR Part 15B • Contains no mercury or lead and RoHS compliant. • Photometric testing in accordance with IES LM-79-08 • Lumen maintenance projections in accordance with IES LM-80-08 and TM-21-11 • Can be used for State of California Title 24 high efficacy luminaire compliance, reference the California Energy Commission Title 20 Appliance Efficiency Database for current listings • Can be used for International Energy Conservation Code (IECC) and high efficiency luminaire compliance • ENERGY STAR® listed, reference database for current listings Warranty • Five year limited warranty, consult website for details. www.cooperlighting.com/warranty SMD6R12 SMD6S12 Round Square Lumens (5000K models)1252 1235 Input Power 15.3 15.7 Input Current 0.133 A 0.132 A Efficiency 82 lm/W 79 lm/W THD 15.3 15.7 Input Voltage 120V Frequency 50/60 Hz CRI 92 CRI Power Factor 0.98 T Ambient -30 - +40°C Sound Rating Class A SMD6R12-E SMD6S12-E Round Square Lumens (5000K models)1200 1180 Input Power 15.3 16 Input Current 0.133 A – (120V) 0.061 A – (277V) 0.132 A – (120V) 0.061 A – (277V) Efficiency 78 73 THD 15.3 15.7 Input Voltage 120 - 277V Frequency 60 Hz CRI 92 CRI Power Factor 0.99 T Ambient -30 - +40°C Sound Rating Class A SMD6 Series PS518034EN page 6 February 22, 2023 9:26 AM Photometric Data – SMD6 (120V) SMD6R6927WH Luminaire lumens 750 Input watts 9.4 LER (LPW)80 Spacing Criteria 0-180 1.26 90-270 1.26 Diagonal 1.38 Beam angle (degrees)112 Field angle (degrees)162 Max. Candela 264 Zonal lumen Lumens % Lumens 0-30 204 27.2% 0-40 334 44.5% 0-60 590 78.6% 0-90 750 100.00% SMD6S6927WH Luminaire lumens 750 Input watts 10.0 LER (LPW)75 Spacing Criteria 0-180 1.24 90-270 1.24 Diagonal 1.36 Beam angle (degrees)112 Field angle (degrees)162 Max. Candela 271 Zonal lumen Lumens % Lumens 0-30 207 27.6% 0-40 337 44.9% 0-60 590 78.6% 0-90 750 100.00% Foot-candle Values at Nadir 0 degree Aiming Angle DD (FT) SMD6R6927WH (FC)SMD6S6927WH (FC) DIA (FT) 5.5 8.7 9.0 16.3 7 5.4 5.5 20.9 8 4.1 4.2 23.8 9 3.3 3.3 26.8 10 2.6 2.7 29.7 12 1.8 1.9 35.7 DD = distance down to illuminated work plane FC = initial foot-candles at nadir DIA = diameter Multiplier Table CCT Option 2700K 3000K 3500K 4000K 5000K CCT Multiplier 1.00 1.014 1.042 1.083 1.083 SMD6R6927WH 8.7 FC 5.4 FC 4.1 FC 3.3 FC 2.6 FC 1.8 FC Cat. No. CRI CCT Lumens Power (W)LPW SMD6R6927WH 93 2700 754 9.6 78.5 SMD6R6930WH 92 3000 758 9.6 78.7 SMD6R6935WH 95 3500 740 9.6 77.0 SMD6R6940WH 94 4000 792 9.8 80.5 SMD6R6950WH 92 5000 788 9.6 81.9 SMD6S6927WH 92 2700 750 10.0 75.0 SMD6S6930WH 92 3000 790 9.9 79.8 SMD6S6935WH 93 3500 740 10.0 74.0 SMD6S6940WH 93 4000 760 10.3 73.8 SMD6S6950WH 90 5000 815 9.9 82.3 SMD6 Series PS518034EN page 7 February 22, 2023 9:26 AM Photometric Data – SMD6-1200 (120V) SMD6S12927WH Luminaire lumens 1187 Input watts 15.9 LER (LPW)75 Spacing Criteria 0-180 1.26 90-270 1.26 Diagonal 1.38 Beam angle (degrees)113 Field angle (degrees)165 Max. Candela 408 Zonal lumen Lumens % Lumens 0-30 316 26.6% 0-40 518 43.7% 0-60 920 77.5% 0-90 1187 100.00% SMD6R12927WH Luminaire lumens 1235 Input watts 15.9 LER (LPW)78 Spacing Criteria 0-180 1.26 90-270 1.26 Diagonal 1.38 Beam angle (degrees)113 Field angle (degrees)164 Max. Candela 426 Zonal lumen Lumens % Lumens 0-30 336 27.2% 0-40 550 44.5% 0-60 971 78.6% 0-90 1235 100.00% Foot-candle Values at Nadir 0 degree Aiming Angle DD (FT) SMD6R12927WH (FC) SMD6S12927WH (FC) DIA (FT) 5.5 15.8 15.1 16.6 7 9.5 9.1 21.1 8 7.2 6.9 24.2 9 5.6 5.4 27.2 10 4.5 4.3 30.2 12 3.1 3.0 36.2 DD = distance down to illuminated work plane FC = initial foot-candles at nadir DIA = diameter Multiplier Table CCT Option 2700K 3000K 3500K 4000K 5000K CCT Multiplier 1.000 0.997 1.039 1.021 1.037 SMD6R12927WH 15.8 FC 9.5 FC 7.2 FC 5.6 FC 4.5 FC 3.1 FC Cat. No. CRI CCT Lumens Power (W)LPW SMD6R12927WH 92 2700 1244 15.7 79.0 SMD6R12930WH 92 3000 1242.0 15.1 82.1 SMD6R12935WH 92 3500 1264.1 15.3 82.8 SMD6R12940WH 92 4000 1223.0 15.3 79.9 SMD6R12950WH 92 5000 1252.0 15.3 81.9 SMD6S12927WH 92 2700 1190 15.7 76.0 SMD6S12930WH 92 3000 1180.3 15.6 75.6 SMD6S12935WH 92 3500 1237.3 15.6 79.5 SMD6S12940WH 92 4000 1215.9 15.8 76.9 SMD6S12950WH 92 5000 1235.6 15.7 78.9 SMD6 Series Cooper Lighting Solutions1121 Highway 74 SouthPeachtree City, GA 30269P: 770-486-4800www.cooperlighting.com © 2023 Cooper Lighting SolutionsAll Rights Reserved. Specifications and dimensions subject to change without notice. PS518034EN page 8 February 22, 2023 9:26 AM Photometric Data – SMD6-1200-E (120V-277V) SMD6R12927WHE Luminaire lumens 1210 Input watts 15.4 LER (LPW)78.6 Spacing Criteria 0-180 1.26 90-270 1.26 Diagonal 1.38 Beam angle (degrees)112.8 Field angle (degrees)164 Max. Candela 418.7 Zonal lumen Lumens % Lumens 0-30 324 26.8% 0-40 531 43.9% 0-60 941 77.8% 0-90 1210 100.00% SMD6S12927WHE Luminaire lumens 1167 Input watts 15.6 LER (LPW)74.8 Spacing Criteria 0-180 1.26 90-270 1.26 Diagonal 1.38 Beam angle (degrees)113.5 Field angle (degrees)165 Max. Candela 402.1 Zonal lumen Lumens % Lumens 0-30 284 24.3% 0-40 467 40.0% 0-60 838 71.8% 0-90 1167 100.00% Foot-candle Values at Nadir 0 degree Aiming Angle DD (FT) SMD6R12927WHE (FC) SMD6S12927WHE (FC) DIA (FT) 5.5 13.8 13.3 6.8 7 8.5 8.2 8.6 8 6.5 6.3 10 9 5.2 5.0 11.2 10 4.2 4.0 12.4 12 2.9 2.8 15 DD = distance down to illuminated work plane FC = initial foot-candles at nadir DIA = diameter Multiplier Table CCT Option 2700K 3000K 3500K 4000K 5000K CCT Multiplier 1.0000 0.994 0.992 1.041 0.992 SMD6R12927WHE 13.8 FC 8.5 FC 6.5 FC 5.2 FC 4.2 FC 2.9 FC Cat. No. CRI CCT Lumens Power (W)LPW SMD6R12927WHE 92 2700 1210 15.4 78.6 SMD6R12930WHE 92 3000 1203.0 15.3 78.6 SMD6R12935WHE 92 3500 1200.0 15.4 77.9 SMD6R12940WHE 92 4000 1260.0 15.3 82.4 SMD6R12950WHE 92 5000 1200.0 15.3 78.4 SMD6S12927WHE 92 2700 1167 15.6 74.8 SMD6S12930WHE 92 3000 1135.0 15.9 71.4 SMD6S12935WHE 92 3500 1140.0 16.0 71.2 SMD6S12940WHE 92 4000 1155.0 15.9 72.6 SMD6S12950WHE 92 5000 1180.0 16.0 73.7 1 From:Dionne GUTIERREZ <Dionne.Gutierrez@bureauveritas.com> Sent:Wednesday, June 7, 2023 12:22 PM To:Nichols, Vanessa Cc:Jessica HANNEMAN Subject:RE: January Attachments:12367386 City of San Luis Obispo Plan Review Services February 2023 RI 23026334 $15,140.81 6.7.23.pdf Hi Vanessa, Attached is the February services invoice. Thank you so much! Dionne From: Nichols, Vanessa <vnichols@slocity.org> Sent: Wednesday, June 7, 2023 7:04 AM To: Dionne GUTIERREZ <Dionne.Gutierrez@bureauveritas.com> Cc: Jessica HANNEMAN <jessica.hannemann@bureauveritas.com> Subject: RE: January Good Morning, Since I already processed the January invoice for payment these project would be okay to go on the February invoice. I have reviewed what was attached and the numbers are correct. I just need the invoice to have the dates of services ZjQcmQRYFpfptBannerStart Be careful with this message: it is coming from an external sender Do not open attachments nor click on links, unless you are sure that the content is safe ZjQcmQRYFpfptBannerEnd Good Morning, Since I already processed the January invoice for payment these project would be okay to go on the February invoice. I have reviewed what was attached and the numbers are correct. I just need the invoice to have the dates of services put on it (02/01/23 to 02/28/23). If you could add that missing piece and resend that would be great. Vanessa Nichols Permit Services Coordinator Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Dionne GUTIERREZ <Dionne.Gutierrez@bureauveritas.com> Sent: Wednesday, June 7, 2023 5:27 AM To: Nichols, Vanessa <vnichols@slocity.org> 2 Cc: Jessica HANNEMAN <jessica.hannemann@bureauveritas.com> Subject: January This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Vanessa, In reviewing the open projects, we found there were three that were noted as February but they came in during January. We have thoroughly reviewed our records and are confident these are the only ones affected by our previous billing method. Let me know if you want me to bill these separately or if you’d like these billed a specific way for tracking. Warmest regards, Dionne Gutierrez Project Accountant Bureau Veritas West Coast Facilities – Code Compliance 220 TechnologyDrive, Irvine, CA 92618 dionne.gutierrez@bureauveritas.com www.us.bureauveritas.com Shaping a World of Trust https://www.bvna.com/magazine/restart-resource-center This message contains confidential information. To know more, please click on the following link: https://disclaimer.bureauveritas.com This message contains confidential information. To know more, please click on the following link: https://disclaimer.bureauveritas.com Mineral Fiber Ceilings AVAILABLE EDGE DETAILS LOWVOC LEED® v4 TOOLS Visit CertainTeed.com/Ceilings Download HPDs and EPDs LEED® Information / BIM Objects 3-Part Specs / Data Pages Carbon Footprint Reduction Rapidly Renewable Resource Content Recycled Content EPD Available ●MR: Environmental Product Declarations (EPDs) ●MR: Sourcing Raw Materials ●MR: Material Ingredients (HPDs) ●IEQ: Daylight ●IEQ: Low-Emitting Materials ●IEQ: Prereq. Min. Acoustic Performance (Schools) ●IEQ: Acoustic Performance ●MR: PBT Source Reduction (Healthcare) ●IEQ: Interior Lighting ●EA: Prereq. Min. Energy Performance ●EA: Optimize Energy Performance ● Recycled Content CLASS A Pre: 28% | Post: 2% PROTECTONE® Pre: 37% | Post: 1% HPD Available $$$$ APPLICATIONS – Utility Areas – Retail Warehouses – Strip Malls – Commercial Interior Spaces – Offices – Other Commercial Buildings / Space Applications FEATURES & BENEFITS – 100% non-directional fissured pattern – Higher sound absorption than comparable products – Third-party verified Environmental Product Declaration (EPD) available for this product – Available in fire-rated (Protectone®) version – Health Product Declaration (HPD) available for this product Trim 15/16 Grid Reveal Beveled 15/16 Grid Narrow Reveal Corner Bevel 9/16 Grid Narrow Reveal Corner Bevel 9/16 Grid Bolt Slot Baroque™ Mineral Fiber Ceilings CertainTeed Ceilings | Acoustic Ceilings & Suspension Systems Baroque™ Reveal (BET-154) PHYSICAL DATA LOWVOC ATTRIBUTES HPDEPD CAN’T FIND A SIZE? Contact your local Sales Representative or call 800-233-8990 MATERIAL Mineral Fiber ASTM E1264 CLASSIFICATION Type III, Form 2, Pattern C D FIRE CLASS (ASTM E1264) Tested according to ASTM E84 & CAN S102 Flame Spread: 25 or less Smoke Developed: 50 or less VOC EMISSIONS Independently certified compliant with California Department of Public Health CDPH/EHLB/Standard Method Version 1.1, 2010. MAINTENANCE Wipe with a soft cloth or vacuum with brush attachment. WARRANTY 1-year Limited Warranty DIMENSIONS INCHES EDGE DETAIL NRC CAC EPD AVAILABLE HPD AVAILABLE SAG RESISTANT MOLD RESISTANT LR WASHABLE FIRE CLASS ASTM E1264 EMISSION COMPLIANT RECYCLED CONTENT BAROQUE™ BET-157 24 x 24 x 5/8 Trim 0.60 33 Yes Yes ——0.83 —Class A Certified 30% PBT-157 24 x 24 x 5/8 Trim 0.55 35 Yes Yes ——0.83 —Protectone*Certified 38% BET-154 24 x 24 x 5/8 Reveal 0.60 33 Yes Yes ——0.83 —Class A Certified 30% PBT-154 24 x 24 x 5/8 Reveal 0.55 35 Yes Yes ——0.83 —Protectone*Certified 38% BET-150 24 x 24 x 5/8 Narrow Reveal 0.60 33 Yes Yes ——0.83 —Class A Certified 30% BET-197 24 x 48 x 5/8 Trim 0.60 35 Yes Yes ——0.83 —Class A Certified 30% PBT-197 24 x 48 x 5/8 Trim 0.55 40 Yes Yes ——0.83 —Protectone*Certified 38% BET-194 24 x 48 x 5/8 Reveal 0.60 35 Yes Yes ——0.83 —Class A Certified 30% BET-2067 20 x 60 x 5/8 Trim 0.60 35 Yes Yes ——0.83 —Class A Certified 30% BAROQUE™ – METRIC BET-2067M (500 x 1500 x 15)Trim 0.60 35 Yes Yes ——0.83 —Class A Certified 30% * Protectone®: A fire-resistive ceiling when used in applicable UL assemblies. UL CLASSIFIED Technical Support | certainteed.com /ceilings 800-233-8990 © 05/18 CertainTeed Corporation 14 AWG through 2 AWG THHN/THWN Insulated Singles. Green Insulated Ground. UL Listed. 600 Volts. Rated VW-1. Lightweight Aluminum Interlocked Armor. Southwire Armorlite®Type MC Cable is suitable for use as follows: •Branch, feeder and service power distribution in commercial, industrial, institutional, and multi- residential buildings. •Fished or embedded in plaster. •Concealed or exposed installations. •Environmental air-handling spaces per NEC 300.22 (C). •Places of Assembly per NEC 518.4 and theaters per NEC 520.5. •Installation in cable tray and approved raceways. •Under raised floors for information technology equipment conductors and cables per NEC 645.5(D) & 645.5(D)(2). •Class I Div. 2, Class II Div 2, & Class III Div. 1 Hazardous Locations. Southwire Armorlite® Type MC Cable meets or exceeds the requirements of the following: •UL 83 •UL 1569 •UL 1685 •UL Online Product Guide Info - Metal-Clad Cable (PJAZ) ( www.ul.com ) •Federal Specification A-A59544 (formerly J-C-30B) •FT4/IEEE 1202 (70,000 Btu/hr) Vertical Cable Tray Flame Test •NFPA 70 (National Electrical Code), Article 330 •Listed for use in UL 1, 2 and 3 Hour Through Penetration Firestop Systems •REACH/RoHS-2 (Chemical Limit) Compliant Southwire Armorlite® Type MC Cable is constructed with soft-drawn copper, Type THHN/THWN conductors rated 90°C dry available in sizes 14 AWG through 2 AWG, and a green insulated grounding conductor. The conductors are cabled together and a binder tape bearing the print legend is wrapped around the assembly. Aluminum interlocking armor is applied over the assembly. Armorlite® Type MC APPLICATIONS STANDARDS & REFERENCES CONSTRUCTION CONDUCTOR SIZE AND COLORS GROUNDING SIZE AND COLOR STOCK NUMBER WEIGHT (LBS/1000’) OVERALL DIAMETER (INCHES) COIL (250’) REEL (1000’) SOLID CONDUCTOR COLORS 120/208V 14-2 SOLID (BLACK/WHITE) 14 SOLID (GREEN) 68-57-92-01 68-57-92-02 77 .439 14-3 SOLID (BLACK/WHITE/RED) 14 SOLID (GREEN) 68-58-26-01 68-58-26-02 94 .464 14-4 SOLID (BLACK/WHITE/RED/BLUE) 14 SOLID (GREEN) 68-71-86-01 68-71-86-02 112 .494 12-2 SOLID (BLACK/WHITE) 12 SOLID (GREEN) 68-58-00-01 68-58-00-02 105 .475 12-2 SOLID (RED/WHITE) 12 SOLID (GREEN) 68-95-21-01 68-95-21-02 105 .475 12-2 SOLID (BLUE/WHITE) 12 SOLID (GREEN) 68-94-89-01 68-94-89-02 105 .475 12-3 SOLID (BLACK/WHITE/RED) 12 SOLID (GREEN) 68-58-34-01 68-58-34-02 129 .505 12-3 SOLID (BLACK/WHITE/BLUE) 12 SOLID (GREEN) 61-09-73-01 61-09-73-02 129 .505 12-3 SOLID (RED/WHITE/BLUE) 12 SOLID (GREEN) 61-09-71-01 61-09-71-02 129 .505 12-4 SOLID (BLACK/WHITE/RED/BLUE) 12 SOLID (GREEN) 68-71-94-01 68-71-94-03 155 .539 10-2 SOLID (BLACK/WHITE) 10 SOLID (GREEN) 68-58-18-01 68-58-18-03 150 .542 10-2 SOLID (RED/WHITE) 10 SOLID (GREEN) 61-05-21-01 61-05-21-02 150 .542 10-2 SOLID (BLUE/WHITE) 10 SOLID (GREEN) 61-05-18-01 61-05-18-02 150 .542 10-3 SOLID (BLACK/WHITE/RED) 10 SOLID (GREEN) 68-58-42-01 68-58-42-03 189 .58 10-4 SOLID (BLACK/WHITE/RED/BLUE) 10 SOLID (GREEN) 68-72-02-01 68-72-02-03 229 .623 STRANDED CONDUCTOR COLORS 120/208V 12-2 STRANDED (BLACK/WHITE) 12 STRANDED (GREEN) 69-11-47-01 69-11-47-02 110 .494 12-3 STRANDED (BLACK/WHITE/RED) 12 STRANDED (GREEN) 69-11-54-01 69-11-54-02 134 .537 12-4 STRANDED (BLACK/WHITE/RED/BLUE) 12 STRANDED (GREEN) 69-11-62-01 69-11-62-02 164 .564 10-2 STRANDED (BLACK/WHITE) 10 STRANDED (GREEN) 69-11-70-01 69-11-70-02 159 .566 10-3 STRANDED (BLACK/WHITE/RED) 10 STRANDED (GREEN) 69-11-88-01 69-11-88-02 201 .607 10-4 STRANDED (BLACK/WHITE/RED/BLUE) 10 STRANDED (GREEN) 69-11-96-01 69-11-96-02 242 .653 SOLID CONDUCTOR COLORS 277/480V 12-2 SOLID (YELLOW/GRAY) 12 SOLID (GREEN) 68-93-23-01 68-93-23-02 105 .475 12-2 SOLID (BROWN/GRAY) 12 SOLID (GREEN) 68-93-64-01 68-93-64-02 105 .475 12-2 SOLID (ORANGE/GRAY) 12 SOLID (GREEN) 68-94-06-01 68-94-03-02 105 .475 12-2 SOLID (PURPLE/GRAY) 12 SOLID (GREEN) 68-94-48-01 68-94-48-02 105 .475 12-3 SOLID (BROWN/YELLOW/GRAY) 12 SOLID (GREEN) 61-05-23-01 61-05-23-02 129 .539 12-3 SOLID (BROWN/ORANG/GRAY) 12 SOLID (GREEN) 68-95-62-01 68-95-62-02 129 .539 12-3 SOLID (ORANGE/YELLOW/GRAY) 12 SOLID (GREEN) 61-12-70-01 61-12-70-02 129 .539 12-4 SOLID (BROWN/ORANGE/YELLOW/GRAY) 12 SOLID (GREEN) 68-95-70-01 68-95-70-02 155 .539 10-2 SOLID (ORANGE/GRAY) 10 SOLID (GREEN) 55-11-67-01 55-11-67-02 150 .542 10-2 SOLID (YELLOW/GRAY) 10 SOLID (GREEN) 61-05-22-01 61-05-22-02 150 .542 10-2 SOLID (BROWN/GRAY) 10 SOLID (GREEN) 68-96-04-01 68-96-04-02 150 .542 10-3 SOLID (BROWN/ORANGE/GRAY) 10 SOLID (GREEN) 68-95-39-01 68-95-39-02 189 .58 10-3 SOLID (BROWN/YELLOW/GRAY) 10 SOLID (GREEN) 61-05-50-01 61-05-50-02 189 .58 10-4 SOLID (BROWN/ORANGE/YELLOW/GRAY) 10 SOLID (GREEN) 68-94-14-01 68-94-14-02 229 .623 STRANDED CONDUCTOR COLORS 277/480V 12-2 STRANDED (YELLOW/GRAY) 12 STRANDED (GREEN) 55-11-08-01 55-11-08-02 110 .494 12-2 STRANDED (BROWN/GRAY) 12 STRANDED (GREEN) 55-11-10-01 55-11-10-02 110 .494 12-2 STRANDED (ORANGE/GRAY) 12 STRANDED (GREEN) 55-11-12-01 55-11-12-02 110 .494 12-3 STRANDED (BROWN/YELLOW/GRAY) 12 STRANDED (GREEN) 55-11-60-01 55-11-60-02 134 .537 12-3 STRANDED (BROWN/ORANGE/GRAY) 12 STRANDED (GREEN) 55-11-14-01 55-11-14-02 134 .537 12-4 STRANDED (BROWN/ORANGE/YELLOW/GRAY) 12 STRANDED (GREEN) 55-11-22-01 55-11-22-02 164 .564 10-2 STRANDED (BROWN/GRAY) 10 STRANDED (GREEN) 55-12-76-01 55-12-76-02 159 .566 10-3 STRANDED (BROWN/ORANGE/GRAY) 10 STRANDED (GREEN) 55-11-21-01 55-11-21-02 201 .607 10-4 STRANDED (BROWN/ORANGE/YELLOW/GRAY) 10 STRANDED (GREEN) 55-12-78-01 55-12-78-02 242 .653 INTERMEDIATE CONDUCTOR COLORS 120/208V 8-2 STRANDED (BLACK/WHITE) 10 STRANDED (GREEN) 68-70-95-01 (200’) 68-70-95-02 (500’) 231 .644 8-2 STRANDED (RED/WHITE) 10 STRANDED (GREEN) 55-11-75-01 (200’) 231 .644 8-2 STRANDED (BLUE/WHITE) 10 STRANDED (GREEN) 55-11-77-01 (200’) 231 .644 8-3 STRANDED (BLACK/WHITE/RED) 10 STRANDED (GREEN) 68-71-37-01 (200’) 68-71-37-02 (500’) 299 .678 8-3 STRANDED (RED/BLUE/WHITE) 10 STRANDED (GREEN) 55-11-80-01 (200’) 299 .678 8-4 STRANDED (BLACK/WHITE/RED/BLUE) 10 STRANDED (GREEN) 68-72-10-04 (200’) 68-72-10-02 (500’) 378 .793 6-2 STRANDED (BLACK/WHITE) 8 STRANDED (GREEN) 68-71-03-01 (125’) 68-71-03-02 (500’) 312 .716 6-3 STRANDED (BLACK/WHITE/RED) 8 STRANDED (GREEN) 68-71-45-01 (125’) 68-71-45-02 (500’) 442 .819 6-4 STRANDED (BLACK/WHITE/RED/BLUE) 8 STRANDED (GREEN) 68-72-51-01 (100’) 68-72-51-02 (500’) 546 .890 4-3 STRANDED (BLACK/WHITE/RED) 8 STRANDED (GREEN) 68-71-52-01 (100’) 68-71-52.02 (500’) 635 .986 4-4 STRANDED (BLACK/WHITE/RED/BLUE) 8 STRANDED (GREEN) 68-72-28-01 (100’) 68-72-28-02 (500’) 797 1.077 3-3 STRANDED (BLACK/WHITE/RED) 6 STRANDED (GREEN) 68-71-60-01 (100’) 68-71-60-02 (500’) 785 1.053 3-4 STRANDED (BLACK/WHITE/RED/BLUE) 6 STRANDED (GREEN) 68-72-36-01 (100’) 68-72-36-02 (500’) 985 1.152 2-3 STRANDED (BLACK/WHITE/RED) 6 STRANDED (GREEN) 68-71-78-01 (100’) 68-71-78-02 (500’) 936 1.130 2-4 STRANDED (BLACK/WHITE/RED/BLUE) 6 STRANDED (GREEN) 68-72-44-01 (100’) 68-72-44-02 (500’) 1195 1.239 INTERMEDIATE CONDUCTOR COLORS 277/480V 8-2 STRANDED (BROWN/GRAY) 10 STRANDED (GREEN) 55-11-72-01 (200’) 55-11-72-02 (1000’) 231 .644 8-2 STRANDED (YELLOW/GRAY) 10 STRANDED (GREEN) 55-11-74-99 231 .644 8-2 STRANDED (ORANGE/GRAY) 10 STRANDED (GREEN) 55-11-73-01 (200’) 231 .644 8-3 STRANDED (BROWN/ORANGE/GRAY) 10 STRANDED (GREEN) 55-11-78-03 (500’) 55-11-78-02 (1000’) 299 .678 8-3 STRANDED (BROWN/YELLOW/GRAY) 10 STRANDED (GREEN) 55-11-79-01 (200’) 299 .678 6-2 STRANDED (BROWN/GRAY) 8 STRANDED (GREEN) 55-03-75-01 (1000’) 55-03-75-99 333 .716 6-2 STRANDED (YELLOW/GRAY) 8 STRANDED (GREEN) 56-12-35-01 (1000’) 333 .716 6-3 STRANDED (BROWN/ORANGE/GRAY) 8 STRANDED (GREEN) 55-35-41-02 (500’) 55-35-41-03 (1000’) 441 .819 6-3 STRANDED (BROWN/ORANGE/YELLOW) 8 STRANDED (GREEN) 55-60-46-03 (1000’) 55-60-46-99 441 .819 6-4 STRANDED (BROWN/ORANGE/YELLOW/GRAY) 8 STRANDED (GREEN) 55-25-78-02 (500’) 55-25-78-01 (1000’) 545 .89 4-3 STRANDED (BROWN/ORANGE/YELLOW) 8 STRANDED (GREEN) 55-64-78-03 (1000’) 55-64-78-99 635 .985 4-4 STRANDED (BROWN/ORANGE/YELLOW/GRAY) 8 STRANDED (GREEN) 55-45-80-99 800 1.076 2-3 STRANDED (BROWN/ORANGE/YELLOW) 6 STRANDED (GREEN) 55-43-87-99 921 1.034 2-4 STRANDED (BROWN/ORANGE/YELLOW/GRAY) 6 STRANDED (GREEN) 58-07-40-99 1181 1.238 For allowable ampacities, refer to NEC 310.15. Available in sizes up to 750 kcmil. • Reduces installation costs up to 50% over pipe and wire. • Lightweight aluminum armor--as much as 45% lighter than steel MC Cable. • Better grounding performance than Type AC • Also available in barrels, boxes, or prefab assemblies • UL Classified 1, 2, and 3 hour Through Penetration Firestop Systems: W -J-3037, W -L-3110, W -L-3113, W-L-3117, W-L-3120, W -L-3121, W -L-3160, C-AJ-3115, C-AJ-3140, C-AJ-3142, C-AJ-3145, C-AJ-3173, C-AJ-3202, C-AJ-4065, C-AJ-4066, F-C-3038. • Cable reverse wound on reel for ease of pulling and installation. When pulling from coils, pull from inside to ensure ease of installation. • Anti-short bushings are not required for use with MC cable per the NEC and UL FEATURES NEC TABLE 310.15(B)(16)- ALLOWABLE AMPACITY FOR 600V CONDUCTORS TEMPERATURE RATING OF CONDUCTOR 60ᵒC (140ᵒF) 75ᵒC (167ᵒF) 90ᵒC (194ᵒF) SIZE AWG OR KCMIL Types: TW, UF Types: RHW, THHW, THW, THWN, XHHW, USE, ZW Types: TBS, SA, SIS, RHH, RHW-2, THHN, THHW, THW-2, THWN- 2, USE-2, XHH, XHHW, XHHW-2, ZW-2 COPPER 18 16 14 12 10 8 - - 15 20 30 40 - - 20 25 35 50 14 18 25 30 40 55 6 4 3 2 1 55 70 85 95 110 65 85 100 115 130 75 95 115 130 145 1/0 2/0 3/0 4/0 125 145 165 195 150 175 200 230 170 195 225 260 250 300 350 400 500 215 240 260 280 320 255 285 310 335 380 290 320 350 380 430 600 700 750 800 900 350 385 400 410 435 420 460 475 490 520 475 520 535 555 585 1000 1250 1500 1750 2000 455 495 525 545 555 545 590 625 650 665 615 665 705 735 750 Per NEC 310.15(B)(5), the ampacity of 4/C cables shall be reduced by a factor of 0.80 when the neutral is considered a current-carrying conductor. Table is reprinted from NFPA 70-2014, the National Electric Code, © 2013 National Fire Protection Association, Quincy, Massachusetts 02269. This reprinted material is not the complete and official position of the National Fire Protection Association on the referenced subject, whi ch is represented only by the standard in its entirety. 1KJHGFEDCBAKJHGFEDCBA23456789101112123456789101112ARCHITECT OF SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.20MECHANICAL FLOOR PLANMECHANICAL SECOND FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTH EXISTING LOBBY(NOT A 150LAUREL CREEK LLC A2008612/03/20221150 LAUREL LANE STE. 175 SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.10MECHANICAL FLOOR PLANMECHANICAL FIRST FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTHREFERENCE NOTES 1KJHGFEDCBAKJHGFEDCBA23456789101112123456789101112ARCHITECT OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM1.00MECHANICAL SCHEDULES, NOTES, LEGEND & ABBREVIATIONS HVAC LEGEND4FLEX CONN. INSTALLATIONDIFFUSER CONNECTION2TYPICAL FLEX DUCT HANGER5CONDENSER MOUNTING16ROUND VOLUME DAMPERHVAC ABBREVIATIONSCEILING CASSETTE MOUNTING3TYPICAL RETURN AIR TRANSFER DUCT7GRILLE, REGISTER & DIFFUSER SCHEDULEFLOOR/CEILING FIRE DAMPER8SPLIT SYSTEM HEAT PUMP SCHEDULE www.hubbell.com A13 4 IN. SQUARE WELDED BOXES - 2-1/8 IN. DEEP WITH CONDUIT KO'S 4 in. Square Boxes, 2-1/8 in. Deep - Welded with Elevated Conduit KO's 600V, Elevated Side Knockouts, Raised Ground Catalog #: 232CS Wiring System: Country of Origin: Bracket Type: Drawn or Welded: Raised Ground: Side Knockout(s): Bottom Knockouts(s): Dimension A: Depth: Cubic Inches (cm3): Wt. Ea. (Lbs.): Product Length (in.): Product Width (in.): Product Height (in.): Minimum Pack Qty.: Std. Pkg.: Product UPC-A Labeled: Weight (Lbs. Per/C): Ship Carton Length (in.): Ship Carton Width (in.): Ship Carton Height (in.): Ctn Weight (Lbs.): Pallet Qty: UPC Number: I2of5: APPLICATIONS PRODUCT FEATURES UL LISTED COMPLIANCES FIRE RESISTANCE RACO® Boxes are installed in walls or ceilings for lighting fixtures, switches or receptacles Square boxes are used where multiple conductor runs are split into two or more directions to bring power to a number of electrical devices Elevated Knockouts on two sides help to elminate the need for bends or offsets by allowing the conduit runs to enter straight into the box TKO® Knockouts offer greater flexibility with RACO patented combination 1/2" and 3/4" knockout Combination screw heads provide for faster installation File E195978 All RACO® single gang, two gang, 4 in. square, and single gang gangable UL listed steel boxes are acceptable for use in 2hour fire rated walls. For additional information, consult UL "Fire Resistance Directory" or the UL website at www.ul.com 600V Per UL 514-A, suitable for use without a bonding jumper in circuits up to 600 volts MSDS www.hubbell-rtb.com/certifications/Hubbell-RACO MSDS for Steel Boxes & Covers.pdf Acceptable for use in 2-hour rated walls GENERAL PRODUCT INFORMATION Conduit USA CONFIGURATION No Bracket Welded Yes (8) 1/2 in. & (4) TKO® (2) 1/2 in. & (2) TKO® DRAWING DIMENSIONS 2-1/8 in. PRODUCT MEASUREMENTS 2-1/8 in. 30.3 (496.5) 0.898 2.19 4.00 4.00 PACKAGING 25 25 No 89.80 18.75 8.88 7.38 22.45 1750 050169932322 50050169932327 Page 1 / 1 Due to the changes of constant improvement in LED technology, all details are subject to change without notice. Consult factory for up to date information. 07212021 www . i u s e e l i t e . c o m By Elite Lighting EMERGENCY LUMENS DIMMING & CONTROL COLOR QUALITY SIZE MOUNTING CRI LIFETIME PHOTOMETRIC TESTS 3000/ 4000/ 5000 10W - Up to 1000L output 20W - Up to 2000L output 0-10V Flicker Free 10% Dimming Standard (DIM10) 3 Step MacAdam Ellipse 2’x4’, 2’x2’, 1’x4’ Recessed, Suspended, Surface Mount 85+ L70 at 60,000 Hours In Accordance with IES LM79-08, LM80 and TM-30, TM-21 FEATURES The clean design of the FPL-BL provides a modern alternative to traditional fluorescent troffers. Available in 1x4, 2x2, and 2x4. Backlit design delivers unma tchable uniform light distribution. Ea sily adjust brightness level (multi-lumen) and color options (multi-CCT) in the field with multi-lumen and multi- CCT selectors. Perfect for offices, schools, healthcare, hospital, retail, among other applications. 2’ x 4’ Architectural LED Flat Panel Backlit with Multiple Lumens and CCT 24-FPL-BL-LED 2’x4’ Based on 4000K, 85+ CRI. Actual wattage may vary +/- 5% CRI90 VOLT DIMMING120V TRIACWATT5LUMENS300CCT40Kup to 3500K •4000K • 5000K EASY 3 COLORS 23-7/8” 47-7/8”47-7/8” 1-3/4” 000/ 000/ 000 NOMINAL LUMENS DELIVERED LUMENS WATTAGE 3000 4000 5000 3799 4814 5435 30W 39W 49W 6000 7000 8000 6106 7097 7372 44W 52W 54W UGR <19 NOMINAL LUMENS DELIVERED LUMENS WATTAGE 3000/4000/5000 6000/7000/8000 Based on 4000K, 85+ CRI. Actual wattage may vary +/- 5% 23-7/8” CCT 35K/ 40K/ 50K 30K/ 35K/ 40K 30K/35K/40K/50K ( Only for 3000/4000/5000L Lumen) By Elite Lighting Due to the changes of constant improvement in LED technology, all details are subject to change without notice. Consult factory for up to date information. www . i u s e e l i t e .com MAINTENANCE The driver is removable and upgradable even after installation. Luminaire can be regularly and safely wiped down for peak performance. OPTICAL SYSTEM Backlit design provides exceptional light distribution. Illumination is spread across the entire surface of the panel, emitting soft, even light. A 110-degree beam angle ensures clear, shadow-free light. CONSTRUCTION 20-gauge cold rolled steel body, post-painted for durability . White finish standard. All corners are rounded for safe handling. Multiple wiring entrances allow for easy access. MOUNTING Easy to install. Mounting hardware included. Accommodates lay-in ceilings, Slot T, and T-bar suspension systems for 5/8” and 3/8” ceiling widths. Four corner tie points and built-in earthquake clips come standard. Options for flange kits, surface mounted kits, and more. SMK required if suspending the fixture. OPTIONS Luminaires can be shipped pre-installed with whips, modular wiring systems. DRIVER ELECTRICAL INFORMATION Powered by high-quality constant-current power LED drivers which are rated for 50 to 60Hz at 120/277V input. Available in 347V., produce less than 20% THD, and have a power factor of .90 to 1.00. 2’ x 4’ Architectural LED Flat Panel Backlit with Multiple Lumens and CCT 24-FPL-BL-LED 2’x4’ Example: 24-FPL-BL-LED-3000/4000/5000L-DIM10-MVOLT-35K/40K/50K-85 FIXTURE SIZE 24 - 2’ X 4’ SERIES FPL-BL - LED Flat Panel Backlit VOLTAGE MVOLT EMERGENCY O-EMG-LED-10W O-EMG-LED-20W CCT 35K/40K/50K CRI 85 TYPE LED LEDFPL-BL24 LUMENS 3000/4000/5000L DIMMING DIM10 - 0-10V Dimming OTHER OPTIONS 24FK 24-FPL1-LED-SMK USA - 2’x4’ Flange Kit - 2’x4’ Surface Mount Kit - Made in America Compliance 6000/7000/8000L 30K/35K/40K 347V O-EMG-LED-10W-347 DIMMING & DRIVER INFORMATION DIM10 - Flicker Free 10% Dimming Standard (DIM10) 0-10V dimming on either MVOLT 120, 277V and 347V WARRANTYFive-year warranty for parts and components. (Labor not included) LISTINGS c-UL-us - Listed for Feed Through Wiring. Can be used to comply with Title 24, non residential lighting requirements. Damp location rated. For DesignLights Consortium® (DLC) qualified products please visit www.designlights.org. Not all family members will be listed for DLC Premium or DLC Standard. *3000/4000/5000 lumen output Only *30K/35K/40K/50K By Elite Lighting 2’ x 4’ Architectural LED Flat Panel Backlit with Multiple Lumens and CCT 24-FPL-BL-LED 2’x4’ Due to the changes of constant improvement in LED technology, all details are subject to change without notice. Consult factory for up to date information. www.iuseelite.com 24-FPL-BL-LED-3000L-4000L-5000L-DIM10-MVOLT-35K-40K-50K-85(4000L)TEST NO.: EL05212058 INPUT WATTS: 38.9 LUMENS: 4814 CRI: 85 EFFICACY: 124 CCT: 40K SPACING CRITERIA: 1.42 Candle Power Distribution (Candelas) RC - Ceiling Cavity Reflectance RW - Wall ReflectanceROOM CAVITY RATIOCoefficients of Utilization - Zonal Cavity Method Effective Floor Cavity Reflectance 0.20 Zonal Lumens Summary 0 Candela TabulationLumens Per Zone Zone Lumens 0-10 145.29 10-20 418.67 20-30 642.59 30-40 789.57 40-50 839.30 50-60 784.79 60-70 626.73 70-80 389.79 80-90 136.38 Luminance (Average candela/M2) Angle in Degrees Average 0º Average 45º Average 90º 45 2075 2078 2083 55 2060 2064 2072 65 2011 2017 2030 75 1924 1935 1939 85 1982 1960 1943 0 1534.167 5 1532.450 15 1488.220 25 1399.400 35 1266.570 45 1091.670 55 879.130 65 632.160 75 370.530 85 128.500 90 31.130 RC 80%70%50%30%10%0% RW 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 111 111 111 106 106 106 101 101 101 991 108 103 98 94 105 100 96 92 96 92 89 92 89 86 88 86 84 812 98 89 82 76 95 87 80 75 83 78 73 80 75 71 77 73 69 673 89 78 69 62 86 76 68 62 73 66 61 70 64 59 67 62 58 564 81 69 59 52 79 67 59 52 64 57 51 62 56 50 60 54 50 475 74 61 52 45 72 60 51 45 58 50 44 56 49 43 54 48 43 416 69 55 46 39 67 54 45 39 52 44 38 50 43 38 48 42 38 357 63 50 41 34 62 49 40 34 47 39 34 46 39 34 44 38 33 318 59 45 36 31 57 44 36 30 43 36 30 42 35 30 40 34 30 289 55 41 33 27 54 41 33 27 40 32 27 38 32 27 37 31 27 2510 52 38 30 25 50 38 30 25 37 29 25 36 29 24 35 29 24 22 Zone Lumens %Lamp %Fixt 0-20 563.96 11.70 11.70 0-30 1206.55 25.10 25.10 0-40 1996.13 41.50 41.50 0-60 3620.21 75.20 75.20 0-80 4636.73 96.30 96.30 0-90 4773.11 99.10 99.10 385 770 1155 1540 90º 80º 70º 60º 50º 40º 30º 20º 10º 24-FPL-BL-LED-3000L-4000L-5000L-DIM10-MVOLT-35K-40K-50K-85(3000L)TEST NO.: EL05212055 INPUT WATTS: 30 LUMENS: 3799 CRI: 85 EFFICACY: 127 CCT: 40K SPACING CRITERIA: 1.42 Candle Power Distribution (Candelas) RC - Ceiling Cavity Reflectance RW - Wall ReflectanceROOM CAVITY RATIOCoefficients of Utilization - Zonal Cavity Method Effective Floor Cavity Reflectance 0.20 Zonal Lumens Summary 0 Candela TabulationLumens Per Zone Zone Lumens 0-10 113.92 10-20 328.42 20-30 504.42 30-40 620.26 40-50 663.13 50-60 620.91 60-70 494.75 70-80 310.17 80-90 110.18 Luminance (Average candela/M2) Angle in Degrees Average 0º Average 45º Average 90º 45 1622 1632 1651 55 1607 1623 1651 65 1564 1588 1633 75 1501 1532 1609 85 1509 1557 1701 0 1202.581 5 1202.100 15 1165.530 25 1095.690 35 991.390 45 853.220 55 685.790 65 491.790 75 289.080 85 97.830 90 22.650 RC 80%70%50%30%10%0% RW 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 111 111 111 106 106 106 101 101 101 991 108 103 98 94 105 100 96 92 96 92 89 92 89 86 88 86 84 812 98 89 82 76 95 87 80 75 83 78 73 80 75 71 76 73 69 673 89 78 69 62 86 76 68 62 73 66 60 70 64 59 67 62 58 564 81 68 59 52 78 67 59 52 64 57 51 62 55 50 60 54 50 475 74 61 52 45 72 60 51 45 58 50 44 55 49 43 53 48 43 416 68 55 46 39 66 54 45 39 52 44 38 50 43 38 48 42 37 357 63 50 41 34 62 49 40 34 47 39 34 45 39 33 44 38 33 318 59 45 36 30 57 44 36 30 43 35 30 42 35 30 40 34 30 289 55 41 33 27 54 41 33 27 39 32 27 38 32 27 37 31 27 2510 52 38 30 25 50 38 30 25 36 29 24 35 29 24 34 28 24 22 Zone Lumens %Lamp %Fixt 0-20 442.34 11.60 11.60 0-30 946.75 24.90 24.90 0-40 1567.01 41.30 41.20 0-60 2851.05 75.10 75.10 0-80 3655.98 96.20 96.20 0-90 3766.15 99.10 99.10 302 605 907 1209 90º 80º 70º 60º 50º 40º 30º 20º 10º TEST NO.: INPUT WATTS:LUMENS: 5435 CRI: N/A EFFICACY: 111 CCT: SPACING CRITERIA: Candle Power Distribution (Candelas) RC - Ceiling Cavity Reflectanceavity Reflectance ROOM CAVITY RATIOCoefficients of Utilization - Zonal Cavity Method Effective Floor Cavity Reflectance 0.20 Zonal Lumens Summary Candela TabulationLumens Per ZoneLuminance (Average candela/M2) 90º 80º 70º 60º 50º 40º 30º 20º 10º 24-FPL-BL-LED-3000L-4000L-5000L-DIM10-MVOLT-35K-40K-50K-85(5000L)EL01102031 49.1 3500K 1.42 Zone Lumens %Lamp %Fixt 0-20 631.16 11.60 11.60 0-30 1351.00 24.90 24.90 0-40 2236.37 41.10 41.10 0-60 4059.28 74.70 74.70 0-80 5211.67 95.90 95.90 0-90 5372.62 98.90 98.90 Angle in Degrees Average 0ºAverage 45º Average 90º 45 2356 2282 2254 55 2342 2245 2209 65 2303 2157 2111 75 2204 2005 1945 85 2305 1835 1732 Zone Lumens 0-10 162.56 10-20 468.61 20-30 719.83 30-40 885.37 40-50 942.46 50-60 880.45 60-70 708.05 70-80 444.34 80-90 160.95 0 0.0 1716.424 5.0 1715.660 15.0 1667.880 25.0 1572.350 35.0 1429.560 45.0 1239.330 55.0 999.370 65.0 724.000 75.0 424.450 85.0 149.450 90.0 30.110 RC 80%70%50%30%10%0% RW 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% 0 119 119 119 119 116 116 116 116 110 110 110 106 106 106 101 101 101 99 1 108 103 98 94 105 100 96 92 96 92 89 91 89 86 88 85 83 81 2 97 89 82 75 95 87 80 74 83 77 73 79 75 71 76 72 69 67 3 89 78 69 62 86 76 68 62 73 66 60 70 64 59 67 62 58 56 4 81 68 59 52 78 67 58 52 64 57 51 62 55 50 59 54 49 47 5 74 61 52 45 72 60 51 44 57 50 44 55 49 43 53 47 43 40 6 68 55 45 39 66 54 45 39 52 44 38 50 43 38 48 42 37 35 7 63 49 40 34 61 49 40 34 47 39 34 45 38 33 44 38 33 31 8 59 45 36 30 57 44 36 30 43 35 30 42 35 30 40 34 29 27 9 55 41 33 27 53 41 33 27 39 32 27 38 32 27 37 31 27 25 10 52 38 30 25 50 37 30 25 36 29 24 35 29 24 34 28 24 22 431 861 1292 1722 24-FPL-BL-LED-6000L-7000L-8000L-DIM10-120-347V-35K-40K-50K-85(6000L)TEST NO.: EL10062037 INPUT WATTS: 44.6 LUMENS: 6106 CRI: 90 EFFICACY: 137 CCT: 3500K SPACING CRITERIA: 1.42 24-FPL-BL-LED-6000L-7000L-8000L-DIM10-120-347V-35K-40K-50K-85(7000L)TEST NO.: EL10062038 INPUT WATTS: 52.5 LUMENS: 7097 CRI: 90 EFFICACY: 135 CCT: 3500K SPACING CRITERIA: 1.42 24-FPL-BL-LED-6000L-7000L-8000L-DIM10-120-347V-35K-40K-50K-85(8000L)TEST NO.: EL10062039 INPUT WATTS: 54.9 LUMENS: 7372 CRI: 90 EFFICACY: 134 CCT: 3500K SPACING CRITERIA: 1.42 Candle Power Distribution (Candelas) Candle Power Distribution (Candelas) Candle Power Distribution (Candelas) RC - Ceiling Cavity Reflectance RW - Wall Reflectance RC - Ceiling Cavity Reflectance RW - Wall Reflectance RC - Ceiling Cavity Reflectance RW - Wall ReflectanceROOM CAVITY RATIOROOM CAVITY RATIOROOM CAVITY RATIOCoefficients of Utilization - Zonal Cavity Method Effective Floor Cavity Reflectance 0.20 Coefficients of Utilization - Zonal Cavity Method Effective Floor Cavity Reflectance 0.20 Coefficients of Utilization - Zonal Cavity Method Effective Floor Cavity Reflectance 0.20 Zonal Lumens Summary Zonal Lumens Summary Zonal Lumens Summary 0 Candela Tabulation 0 Candela Tabulation 0 Candela Tabulation Lumens Per Zone Lumens Per Zone Lumens Per Zone Zone Lumens 0-10 186.06 10-20 535.49 20-30 820.13 30-40 1004.75 40-50 1064.21 50-60 987.75 60-70 789.42 70-80 493.64 80-90 171.53 Zone Lumens 0-10 216.36 10-20 622.85 20-30 953.91 30-40 1168.37 40-50 1237.65 50-60 1148.66 60-70 914.74 70-80 573.7 80-90 199.5 Zone Lumens 0-10 224.85 10-20 647.12 20-30 991.09 30-40 1213.96 40-50 1285.64 50-60 1193.06 60-70 949.21 70-80 595.5 80-90 206.79 Luminance (Average candela/M2) Angle in Degrees Average 0º Average 45º Average 90º 45 2543 2548 2588 55 2479 2479 2538 65 2347 2350 2437 75 2126 2116 2251 85 1742 1631 1872 Luminance (Average candela/M2) Angle in Degrees Average 0º Average 45º Average 90º 45 2961 2964 3011 55 2882 2881 2951 65 2728 2729 2840 75 2470 2464 2608 85 2016 1887 2164 Luminance (Average candela/M2) Angle in Degrees Average 0º Average 45º Average 90º 45 3074 3077 3129 55 2987 2995 3071 65 2835 2840 2946 75 2568 2561 2715 85 2082 1956 2258 0 1964.883 5 1957.76 15 1889.73 25 1760.75 35 1578.3 45 1337.47 55 1057.6 65 738 75 409.42 85 112.92 90 5.17 0 2285.622 5 2281.64 15 2197.82 25 2046.97 35 1832.77 45 1557.51 55 1229.75 65 857.6 75 475.57 85 130.7 90 6.32 0 2375.637 5 2365.44 15 2281.58 25 2127.85 35 1904.24 45 1617.11 55 1274.74 65 891.34 75 494.42 85 135 90 6.53 RC 80%70%50%30%10%0% RW 70%50%30%10%70%50%30%10%50%30%10%50%30%10%50%30%10%0% 0 119 119 119 119 116 116 116 116 111 111 111 106 106 106 101 101 101 99110810398941051009692969289928986888684822988982769587807583787380757177736967389786963867668627366617064596762585648169605379675952655751625651605450475746152457260514558504456494454484341669554639675445395244395043384942383676450413462494034474034463934443833318594537315745363143363042353041343028955423328544133274032273932273731272510523830255038302537302536292435292423 RC 80%70%50%30%10%0% RW 70%50%30%10%70%50%30%10%50%30%10%50%30%10%50%30%10%0% 0 119 119 119 119 116 116 116 116 111 111 111 106 106 106 101 101 101 99110810398941051009692969289928986888684822988982769587807583787380757177736967389786963867668627366617064596762585648169605379675952655751625651605450485746152457260514558504456494454484341669554639675445395244395043384942383676450413462494034474034463934443833318594537315745363143363042353041343028955423328544133274032273932273731272510523830255038302537302536292435292423 RC 80%70%50%30%10%0% RW 70%50%30%10%70%50%30%10%50%30%10%50%30%10%50%30%10%0% 0 119 119 119 119 116 116 116 116 111 111 111 106 106 106 101 101 101 99110810398941051009692969389928986888684822988982769587807583787380757177736967389786963867668627366617064596762585648169605379675952655751625651605450485746152457260514558504456494454484341669554639675445395244395043384942383676450413562494034474034463934443833318594537315745363143363042353041343028955423328544133274032273932273731272510523830255038302537302536292535292423 Zone Lumens %Lamp %Fixt 0-20 721.55 11.8 11.8 0-30 1541.68 25.2 25.2 0-40 2546.43 41.7 41.7 0-60 4598.4 75.3 75.3 0-80 5881.45 96.3 96.3 0-90 6052.98 99.1 99.1 Zone Lumens %Lamp %Fixt 0-20 839.21 11.8 11.8 0-30 1793.12 25.3 25.3 0-40 2961.49 41.7 41.7 0-60 5347.8 75.3 75.3 0-80 6836.23 96.3 96.3 0-90 7035.74 99.1 99.1 Zone Lumens %Lamp %Fixt 0-20 871.97 11.8 11.8 0-30 1863.06 25.3 25.3 0-40 3077.02 41.7 41.7 0-60 5555.72 75.4 75.4 0-80 7100.43 96.3 96.3 0-90 7307.22 99.1 99.1 496 991 1487 1983 574 1149 1723 2298 596 1193 1789 2385 90º 80º 70º 60º 50º 40º 30º 20º 10º 90º 80º 70º 60º 50º 40º 30º 20º 10º 90º 80º 70º 60º 50º 40º 30º 20º 10º By Elite Lighting 2’ x 4’ Architectural LED Flat Panel Backlit with Multiple Lumens and CCT 24-FPL-BL-LED 2’x4’ Due to the changes of constant improvement in LED technology, all details are subject to change without notice. Consult factory for up to date information. www.iuseelite.com Page No: 1 / 2 Page No: 1 / 2 Remit Checks To: Bureau Veritas North America, Inc. PO Box 841566 Dallas, TX 75284-1566 Courier/Overnight Address: Bank of America Lockbox Services Lockbox # 841566 1950 N Stemmons Freeway, Suite 5010 Dallas, TX 75207 Remit ACH Transfers to: Remit Wire Transfers to: SWIFT Code BOFAUS3N Please Email Remittances to: ARremittance@bureauveritas.com Federal Tax ID # 06-1689244 Vanessa Nichols City of San Luis Obispo 990 Palm Street San Luis Obispo, CA 93401 Customer no: 4142026 Invoice Date: 06/07/2023 Net Due Date: 07/07/2023 12367386 City of San Luis Obispo Plan Review Services 16325307 BLDG-2788-2022_1150 Laurel Ln Warehouse Remodel Description Quantity Rate Net Amount Added Expedited Review Fee 1.00 5,185.120 5,185.12 Invoice Subtotal 5,185.12 17690835 PLBLDG-0681-2022_Mixed Use 3804 Ranchhouse Road Description Quantity Rate Net Amount MATTHEW GODINEZ Building Plans Rev 02/01/2023 7.00 105.000 735.00 MATTHEW GODINEZ Building Plans Rev 02/02/2023 7.00 105.000 735.00 MATTHEW GODINEZ Building Plans Rev 02/03/2023 7.50 105.000 787.50 MATTHEW GODINEZ Building Plans Rev 02/06/2023 8.00 105.000 840.00 MATTHEW GODINEZ Building Plans Rev 02/07/2023 8.00 105.000 840.00 Total LABOR 3,937.50 Invoice Subtotal 3,937.50 17708905 BLDG-0016-2023 891 Froom Ranch Way Description Quantity Rate Net Amount Residential Plan Review 1.00 1,650.320 1,650.32 Invoice Subtotal 1,650.32 17766909 PLREV-0028-2023 701 Froom Ranch Way Invoice RI 23026334 Services: 02/01/23 to 02/28/23 Description Quantity Rate Net Amount TONY FALCONE Building Plans Rev 02/06/2023 7.00 105.000 735.00 TONY FALCONE Building Plans Rev 02/07/2023 1.00 105.000 105.00 Total LABOR 840.00 Invoice Subtotal 840.00 17834867 GRAD-0053-2023 11990 Los Osos Valley Road Description Quantity Rate Net Amount Commercial Plan Review 1.00 1,375.020 1,375.02 Invoice Subtotal 1,375.02 17844956 BLDG-3442-2022_ADU 2472 Johnson Avenue Description Quantity Rate Net Amount Residential Plan Review 1.00 2,152.850 2,152.85 Invoice Subtotal 2,152.85 Payment Terms: 30 DAYS NET Total USD 15,140.81 Please Reference Our Invoice Number With Your Payment Total at Due Date USD 15,140.81 Invoice RI 23026334 1 From:Whipple, Anthony Sent:Tuesday, June 6, 2023 9:48 AM To:Michaela Denny; Hanh, Hannah; Chuck Braff Cc:Sabatini, Hayley Subject:RE: Laurel - Tree Removal Hi Michaela, Unfortunately, the date of June 8, 2023, was imposed by Public Works as a cut off point. Please let me know if I can add your Tree Removal Application to the July 24, 2023, @ 5:30 Tree Committee Agenda Contact me with any additional questions Respectfully, Anthony Anthony Whipple City Arborist/Urban Forest Services Supervisor Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 E awhipple@slocity.org T 805.781.7021 C 805.431.0398 slocity.org Stay connected with the City by signing up for e-notifications For updates on COVID-19 and how to access City services during COVID, visit slocity.org/covid19 From: Michaela Denny <michaela@westpacinv.com> Sent: Tuesday, June 6, 2023 9:21 AM To: Hanh, Hannah <hhanh@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Whipple, Anthony <awhipple@slocity.org> Subject: RE: Laurel - Tree Removal Good morning, Please let me know if June 13th is acceptable. Our arborist who is writing the report had a medical emergency come up and he can’t get us the report until that date. Thank you, Michaela Denny Smith and Company Project Manager 2 M: 760.468.5776 From: Michaela Denny Sent: Monday, June 5, 2023 5:24 PM To: Hanh, Hannah; Chuck Braff Cc: Whipple, Anthony Subject: Re: Laurel - Tree Removal Hannah/Anthony, Thank you for curling back to this. The soonest that I can get a fully completed application for the tree removal is June 13th, including the arborist report and replanting plan. Please let me know if June 13th will work for you. Thank you, Michaela Denny Get Outlook for iOS From: Hanh, Hannah <hhanh@slocity.org> Sent: Monday, June 5, 2023 1:30:45 PM To: Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Cc: Whipple, Anthony <awhipple@slocity.org> Subject: RE: Laurel - Tree Removal Hi Michaela and Chuck, I just wanted to circle back on this conversation and loop City Arborist, Anthony Whipple in. The TC meets once monthly and the hearing for this month is June 26th. To meet this hearing date, Anthony will need a complete tree removal application by Thursday, June 8th at 3:30 pm. Otherwise, the next available hearing is July 24th. Let us know if you have any questions or updates on the tree removal application. Sincerely, Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications 3 From: Hanh, Hannah Sent: Thursday, May 25, 2023 4:15 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Tree Removal Here you go – Anthony Whipple City Arborist Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 E awhipple@slocity.org T 805.781.7021 C 805.431.0398 slocity.org From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 4:12 PM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Can you please share Anthony’s contact information? Chuck Braff M: 310.990.6897 On May 25, 2023, at 4:11 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Michaela, I spoke to Anthony and that application is incomplete. There are a few additional items required. Section 12.24.090(D)(2) includes the application requirements for this type of permit. The arborist report assesses the species, size, health, etc. of trees proposed for removal and the site plan provides context related to impacts of the construction work. There is also a compensatory planting plan requirement, which I’ll discuss more tomorrow since there is a development application submitted for Laurel Garden. Sincerely, Hannah From: Michaela Denny <michaela@westpacinv.com> Sent: Thursday, May 25, 2023 3:57 PM To: Chuck Braff <chuck@westpacinv.com>; Hanh, Hannah <hhanh@slocity.org> Subject: RE: Laurel - Tree Removal 4 Hi Hannah, Please see attached Tree Removal Application for 1150 Laurel Lane. All fees have been paid and we are waiting for direction on what to do next. Is there a separate application where the arborist report is required? I didn’t see it listed on the application anywhere. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 3:53:34 PM To: Hannah Hanh <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Got it. Thank you. Chuck Braff M: 310.990.6897 On May 25, 2023, at 3:50 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Chuck, I am confirming Section 12.24.090(F)(2) would apply to the permit. You will need to provide a complete tree removal application and go to the TC for a recommendation. Note – the CDD Director will need to make a decision on the request prior to construction work continuing. I’ll provide more details when we meet tomorrow to discuss Laurel Garden. In the meantime, I recommend compiling a complete tree removal application, which includes the arborist report, in order for Anthony Whipple to process and schedule the request for a TC hearing. Sincerely, Hannah Hanh Associate Planner <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 10:13 AM 5 To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Laurel - Tree Removal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Curious what the next steps are for tree removal along Laurel. Chuck Braff M: 310.990.6897 1 From:Nichols, Vanessa Sent:Tuesday, June 6, 2023 10:47 AM To:Heather Wiebe Subject:FIRE-1268-2023 Attachments:Fire-1268-2023 1150 Laurel - Fire Line Replacement (1).doc; FIRE-1268-2023_Review_v1 (1).docx Here are comments. Vanessa Nichols Permit Services Coordinator Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications May 31, 2023 Plan Check Review # 1 Staff Response: Review #1 Review #2 Review #3 Review #4 (Additional Fees) Applicant Response: Please indicate here if any new changes have been made to the plans that are not a result of the corrections from this list. Briefly describe the type of changes and their location on the plans. Check one: _____yes ______no Print Name: If yes, please briefly describe the changes and where they are located on the plans: Project Address 1150 Laurel Lane Project Name Click or tap here to enter text. Application Number FIRE-1268-2023 Review of Fire System Replacement Occupancy Class Click or tap here to enter text. Construction Type Click or tap here to enter text. Occupant Load Click or tap here to enter text. Sprinklers None 1 2 3 4 Plan Check Review #1 1150 Laurel Lane FIRE-1268-2023 Page 2 Utilities Department Kyle Anderson kanderso@slocity.org and (805) 781-7208 ☐ Ready for Action ☒ Needs Resubmit ☐ OK for Counter Re-Check 1. Please email Kyle Anderson a complete set of pdf plans with the response to comments of the next submittal to kanderso@slocity.org. 2. Fire lines appear to be crossing parcel boundaries. Is this fire system intended to serve all four parcels? 3. Provide surge tank or other surge protection for 16” to protect from surge from fire pumps. FIRE DEPARTMENT PLAN REVIEW PROJECT DESCRIPTION: FIRE LINE REPLACEMENT PROPERTY OWNER: LAUREL CREEK LP ADDRESS: 1150 LAUREL APPLICATION NUMBER: FIRE-1268-2023 PLANS EXAMINER: RODGER MAGGIO PROJECT MANAGER: DATE: 5/17/2023 Your plans are being returned to you for corrections. To expedite the re-check process, please note on this list (or a copy) where each correction item has been addressed, (i.e.; indicate the sheet number, note number, or copy of page in specifications that is referenced). Be sure to enclose the marked-up list when you submit the revised plans. Scope of work indicates replacement of fire line and installation of fire pump. No details for the fire pump were included with the plans. Provide a “Deferred Submittal” note on cover sheet stating “Fire Pump and structure to be designed per the Fire Code and NFPA 20 Standards under separate plan submittal and permit.” 1 From:building Sent:Tuesday, June 6, 2023 1:47 PM To:chuck@westpacinv.com Subject:1150 Laurel FIRE-1268-2023 V1 Comments Attachments:FIRE-1268-2023_Review_v1.docx; Fire-1268-2023 1150 Laurel - Fire Line Replacement.doc Hello, Please find the attached comment letters for this project. Please address corrections and provide responses with your re-submittal. We will have the plan sets available for pickup here at the office during open hours. Thank you! Counter Hours: Monday & Wednesday 1:00pm – 4:00pm Tuesday & Thursday 9:00am – 12:00 pm Friday – Closed (by appointment only) Thank you, Erin Stanley Permit Technician I Community Development E EStanley@slocity.org T 805.781.7159 slocity.org Stay connected with the City by signing up for e-notifications FIRE DEPARTMENT PLAN REVIEW PROJECT DESCRIPTION: FIRE LINE REPLACEMENT PROPERTY OWNER: LAUREL CREEK LP ADDRESS: 1150 LAUREL APPLICATION NUMBER: FIRE-1268-2023 PLANS EXAMINER: RODGER MAGGIO PROJECT MANAGER: DATE: 5/17/2023 Your plans are being returned to you for corrections. To expedite the re-check process, please note on this list (or a copy) where each correction item has been addressed, (i.e.; indicate the sheet number, note number, or copy of page in specifications that is referenced). Be sure to enclose the marked-up list when you submit the revised plans. Scope of work indicates replacement of fire line and installation of fire pump. No details for the fire pump were included with the plans. Provide a “Deferred Submittal” note on cover sheet stating “Fire Pump and structure to be designed per the Fire Code and NFPA 20 Standards under separate plan submittal and permit.” May 31, 2023 Plan Check Review # 1 Staff Response: Review #1 Review #2 Review #3 Review #4 (Additional Fees) Applicant Response: Please indicate here if any new changes have been made to the plans that are not a result of the corrections from this list. Briefly describe the type of changes and their location on the plans. Check one: _____yes ______no Print Name: If yes, please briefly describe the changes and where they are located on the plans: Project Address 1150 Laurel Lane Project Name Click or tap here to enter text. Application Number FIRE-1268-2023 Review of Fire System Replacement Occupancy Class Click or tap here to enter text. Construction Type Click or tap here to enter text. Occupant Load Click or tap here to enter text. Sprinklers None 1 2 3 4 Plan Check Review #1 1150 Laurel Lane FIRE-1268-2023 Page 2 Utilities Department Kyle Anderson kanderso@slocity.org and (805) 781-7208 ☐ Ready for Action ☒ Needs Resubmit ☐ OK for Counter Re-Check 1. Please email Kyle Anderson a complete set of pdf plans with the response to comments of the next submittal to kanderso@slocity.org. 2. Fire lines appear to be crossing parcel boundaries. Is this fire system intended to serve all four parcels? 3. Provide surge tank or other surge protection for 16” to protect from surge from fire pumps. 1 From:Hanh, Hannah Sent:Monday, June 5, 2023 1:31 PM To:Chuck Braff; Michaela Denny Cc:Whipple, Anthony Subject:RE: Laurel - Tree Removal Hi Michaela and Chuck, I just wanted to circle back on this conversation and loop City Arborist, Anthony Whipple in. The TC meets once monthly and the hearing for this month is June 26th. To meet this hearing date, Anthony will need a complete tree removal application by Thursday, June 8th at 3:30 pm. Otherwise, the next available hearing is July 24th. Let us know if you have any questions or updates on the tree removal application. Sincerely, Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications From: Hanh, Hannah Sent: Thursday, May 25, 2023 4:15 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Tree Removal Here you go – Anthony Whipple City Arborist Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 E awhipple@slocity.org 2 T 805.781.7021 C 805.431.0398 slocity.org From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 4:12 PM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Can you please share Anthony’s contact information? Chuck Braff M: 310.990.6897 On May 25, 2023, at 4:11 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Michaela, I spoke to Anthony and that application is incomplete. There are a few additional items required. Section 12.24.090(D)(2) includes the application requirements for this type of permit. The arborist report assesses the species, size, health, etc. of trees proposed for removal and the site plan provides context related to impacts of the construction work. There is also a compensatory planting plan requirement, which I’ll discuss more tomorrow since there is a development application submitted for Laurel Garden. Sincerely, Hannah From: Michaela Denny <michaela@westpacinv.com> Sent: Thursday, May 25, 2023 3:57 PM To: Chuck Braff <chuck@westpacinv.com>; Hanh, Hannah <hhanh@slocity.org> Subject: RE: Laurel - Tree Removal Hi Hannah, Please see attached Tree Removal Application for 1150 Laurel Lane. All fees have been paid and we are waiting for direction on what to do next. Is there a separate application where the arborist report is required? I didn’t see it listed on the application anywhere. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 3:53:34 PM To: Hannah Hanh <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal 3 Got it. Thank you. Chuck Braff M: 310.990.6897 On May 25, 2023, at 3:50 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Chuck, I am confirming Section 12.24.090(F)(2) would apply to the permit. You will need to provide a complete tree removal application and go to the TC for a recommendation. Note – the CDD Director will need to make a decision on the request prior to construction work continuing. I’ll provide more details when we meet tomorrow to discuss Laurel Garden. In the meantime, I recommend compiling a complete tree removal application, which includes the arborist report, in order for Anthony Whipple to process and schedule the request for a TC hearing. Sincerely, Hannah Hanh Associate Planner <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 10:13 AM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Laurel - Tree Removal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Curious what the next steps are for tree removal along Laurel. Chuck Braff M: 310.990.6897 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Monday, June 5, 2023 9:09 AM To:Schwartz, Luke Cc:Ben Gulstad Subject:BLDG - 2788-2022 Final Plan Check Comments Flag Status:Flagged This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Luke, We had a few remaining comments from the TransportaƟon Department and wanted to touch base with you to see if we could set up a call to review the remaining comments. COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Tuesday, May 30, 2023 1:44 PM To:Maggio, Rodger; Nelson, Trevor Cc:Travis Dunn; Chuck Braff Subject:AMMR BLDG-0813-2021 Attachments:AMMR SiteWork Improvements.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Rodger/Trevor, Please see the attached plans for the site work that is on the AMMR permit. It was discussed previously in the field that the site work portion of the AMMR permit could wait until the infrastructure for the 31 apartments is complete. We discussed the location of the PG&E Transformers and trenching that will enter the building at both of these locations in Detail 1 & 2. After the trenching and transformers have been set, we are replacing the sidewalk, asphalt, striping, and signage for the two locations where the PG&E enters the building. We are about a month out from completing the PG&E. Let me know if we can wait on the AMMR portion of the site work until then. Call me if you have any questions or concerns. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 SIP PERMIT EXHIBIT NOTES: UTILITY LINES SHOWN HEREON ARE ILLUSTRATED LARGER THAN ACTUAL UTILITY LINE FOR CLARITY PURPOSES. DRY UTILITY LAYOUT SHALL BE DETERMINED AND/OR APPROVED BY PROVIDED HANDOUT FROM EACH RESPECTIVE UTILITY PROVIDER. DRY UTILITY SHOWN HERE ARE FOR COORDINATION PURPOSES ONLY. WATER LINE LAYOUT PER THIS EXHIBIT. REFER TO CITY OF SLO APPROVED PLAN FOR CONSTRUCTION NOTES. RELOCATED CHARTER UTILITY LINE PER HANDOUT what's below.Call before you dig.REMOVAL 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Friday, May 26, 2023 2:52 PM To:Nichols, Vanessa Cc:Young, Nicole; Chuck Braff; Michaela Denny Subject:Laurel Creek - Empire TI - First Submittal Attachments:Laurel Creek Transmittal-2023-05-25.pdf; Empire Permit Application-signed.pdf; LaurelLaneT24Report - Empire.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Vanessa, We submiƩed a new tenant improvement yesterday for Empire Electric. Below is a link to the digital set and a Ʃached is a transmiƩal, the applicaƟon, and the T-24 report. First SubmiƩal Set: hƩps://arris.egnyte.com/dl/kbXgjZgzS8 Is it possible to keep this review in house? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com BUILDING ENERGY ANALYSIS REPORT PROJECT: Project Designer: Report Prepared by: Job Number: Date: The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC – www.energysoft.com. 1327 Archer St Suite 220 Arris Studio Architects San Luis Obispo, CA 93401 805-547-2240 1150 Laurel Ln Suite 190 Laurel Lane T.I. (Suite 190) San Luis Obispo, CA 93401 2238 Bayview Heights Drive Suite E Carstairs Energy Inc. Timothy Carstairs, CEA, HERS, GPR Los Osos, CA 93402 805-904-9048 23-05222 5/22/2023 TABLE OF CONTENTS Cover Page Table of Contents Form NRCC/LMCC-PRF-E Certificate of Compliance 1 2 3 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 1 of 17) Project Name: Laurel Lane T.I. (Suite 190)Date Prepared: 2023-05-22 A. General Information 1 Project Name Laurel Lane T.I. (Suite 190) 2 Run Title Title 24 Analysis 3 Project Location 1150 Laurel Ln Suite 190 4 City San Luis Obispo 5 Standards Version Compliance 2022 6 Zip code 93401 7 Compliance Software (version)EnergyPro 9.1 8 Climate Zone 5 9 Building Orientation (deg)225 10 Building Type(s)• Nonresidential 11 Weather File SAN-LUIS-OBISPO_STYP20.epw 12 Project Scope • Existing alteration 13 Number of Dwelling Units 0 14 Total Conditioned Floor Area in Scope (ft2)5240 15 Total # of hotel/motel rooms 0 16 Total Unconditioned Floor Area (ft2)0 17 Fuel Type Natural gas 18 Nonresidential Conditioned Floor Area 5240 19 Total # of Stories (Habitable Above Grade)1 20 Residential Conditioned Floor Area 0 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 2 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 B. PROJECT SUMMARY Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within the permit application. Building Components Complying via Performance Building Components Complying Prescriptively Envelope (See Table G) Nonres Not Included Solar Thermal Water Heating (See Table I3) Performance The following building components are ONLY eligible for prescriptive compliance and should be documented on the NRCC form listed if within the scope of the permit application (i.e. compliance will not be shown on the NRCC-PRF-E).MultiFam Not Included Not Included Mechanical (See Table H) Nonres Performance Covered Process: Commercial Kitchens (see Table J) Performance Indoor Lighting (Unconditioned) 140.6 & 170.2(e) NRCC-LTI-E is required MultiFam Not Included Not Included Outdoor Lighting 140.7 & 170.2(e)NRCC-LTO-E is required Domestic Hot Water (See Table I) Nonres Performance Covered Process: Laboratory Exhaust (see Table J) Performance Sign Lighting 140.8 & 170.2(e)NRCC-LTS-E is required MultiFam Not Included Not Included Building Components Complying with Mandatory Measures Lighting (Indoor Conditioned, see Table K) Nonres Performance Photovoltaics (see Table F) Performance Electrical power systems, commissioning, solar ready, elevator and escalator requirements are mandatory and should be documented on the NRCC form listed if applicable (i.e. compliance will not be shown on the NRCC-PRF-E.) MultiFam Not Included Not Included Electrical Power Distribution 110.11 NRCC-ELC-E is required Battery (see Table F) Performance Commissioning 120.8 NRCC-CXR-E is required Not Included Solar and Battery 110.10 NRCC-SAB-E is required CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 3 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C1. COMPLIANCE SUMMARY COMPLIES3 Time Dependent Valuaton (TDV)Source Energy Use Efficiency1 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr) Standard Design 165.25 165.25 12.3 Proposed Design 144.34 144.34 11.47 Compliance Margins 20.91 20.91 0.83 Pass Pass Pass 1 Efficiency measures include improvements like a better building envelope and more efficient equipment 2 Compliance Totals include efficiency, photovoltaics and batteries 3 Building complies when efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 4 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C2. TDV ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2 - yr) COMPLIES2 Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Space Heating 20.98 12.46 8.52 Space Cooling 55.48 81.49 -26.01 Indoor Fans 47.71 13.02 34.69 Heat Rejection 0 0 0 Pumps & Misc.0 0 0 Domestic Hot Water 7.91 4.53 3.38 Indoor Lighting 33.17 32.84 0.33 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 165.25 144.34 20.91 (12.7%) Photovoltaics --------- Batteries --------- TOTAL COMPLIANCE 165.25 144.34 20.91 (12.7%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 5 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C3. TDV ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Receptacle 100.98 100.98 --- Process --------- Other Ltg --------- Process Motors --------- TOTAL (TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)266.23 245.32 20.91 (7.9%) 1 Notes: This table is not used for Energy Code Compliance. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 6 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C4. SOURCE ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual SOURCE Energy Use, kBtu/ft 2 /yr) COMPLIES2 Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1 Space Heating 2.82 1.62 1.2 Space Cooling 2.37 4.36 -1.99 Indoor Fans 3.82 1.23 2.59 Heat Rejection 0 0 0 Pumps & Misc.0 0 0 Domestic Hot Water 0.67 1.67 -1 Indoor Lighting 2.62 2.59 0.03 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 12.3 11.47 0.83 (6.7%) Photovoltaics --------- Batteries --------- TOTAL COMPLIANCE 12.3 11.47 0.83 (6.7%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 7 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C5. SOURCE ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1 Receptacle 7.55 7.55 --- Process --------- Other Ltg --------- Process Motors --------- TOTAL ( TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)19.85 19.02 0.83 (4.2%) 1 Notes: This table is not used for Energy Code Compliance. C6. 'ABOVE CODE' QUALIFICATIONS This project is pursuing CalGreen Tier 1 This project is pursuing CalGreen Tier 2 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 8 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C7. ENERGY USE SUMMARY Energy Component Standard Design Site (MWh) Proposed Design Site (MWh) Margin (MWh) Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Space Heating 3.1 1.8 1.3 --------- Space Cooling 12.2 18 -5.8 --------- Indoor Fans 8.4 2.4 6 --------- Heat Rejection ------------------ Pumps & Misc.------------------ Domestic Hot Water 1.7 ---------9.4 --- Indoor Lighting 7.1 7 0.1 --------- Flexibility ------------------ EFFICIENCY TOTAL 32.5 29.2 3.3 0 9.4 -9.4 Photovoltaics ------------------ Batteries ------------------ ENERGY USE SUBTOTAL 32.5 29.2 3.3 0 9.4 -9.4 Receptacle 22.4 22.4 0 --------- Process ------------------ Other Ltg ------------------ Process Motors ------------------ ENERGY USE TOTAL 54.9 51.6 3.3 0 9.4 -9.4 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 9 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 C8. ENERGY USE INTENSITY (EUI) Standard Design (kBtu/ft2 / yr)Proposed Design (kBtu/ft2 / yr)Margin (kBtu/ft2 / yr)Margin Percentage GROSS EUI1 35.75 35.39 0.36 1.01 NET EUI1 35.75 35.39 0.36 1.01 1 Notes: Gross EUI is Energy Use Total (not including PV)/Total Building Area. Net EUI is Energy Use Total (including PV)/Total Building Area. C9. UNMET LOAD HOURS Thermal Zone Name Cooling Unmet Load Hour Limit for Thermal Zone Proposed Cooling Unmet Load Hours Heating Unmet Load Hour Limit for Thermal Zone Proposed Heating Unmet Load Hours 1-Office Area 150 0 150 175 D1. EXCEPTIONAL CONDITIONS • The user model includes space(s) that are designed to be served by mechanical cooling systems, but the cooling systems were not included in the simulation model. A cooling system has been modeled for both the proposed and standard cases. • The user model includes space(s) without sufficient cooling equipment. Cooling equipment has been added to the model to meet cooling loads. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 10 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 H1. DRY SYSTEM EQUIPMENT (FURNACES, AIR HANDLING UNITS, HEAT PUMPS, VRF, ECONOMIZERS ETC.) 01 02 03 04 05 06 07 08 09 10 11 12 Equipment Name Equipment Type Qty Heating Cooling Economizer Type (if present) Status1Total Heating Output (kBtu/h) Supp Heat Output (kBtu/h) Efficiency Unit Efficiency Total Cooling Output (kBtu/h) Efficiency Unit Efficiency System 1 Single Zone Heat Pump (SZHP) Air System 1 37.49 0 N/A NA 34.56 EER SEER 12.2 15 No Economizer N 1 Status: N - New, A - Altered, E - Existing H3. NONRESIDENTIAL / COMMON USE AREA FAN SYSTEMS SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 13 Name or Item Tag Qty Design OA CFM Supply Fan Return / Relief Fan Status1 CFM Power Power Units Control Fan Type CFM Power Power Units Control System 1 1 786 1,200 0.5 BHP Constant Vol N/A N/A N/A N/A N/A N 1 Status: N - New, A - Altered, E - Existing H8. SYSTEM SPECIAL FEATURES 01 02 03 04 System Name Equipment Type Interlocks per 140.4(n)1 Other Special Features and Controls DHW1 - SHW Service Hot Water N/A Fixed Temperature Control Notes: This table includes controls related to the performance path only. For projects using the prescriptive path, mandatory and prescriptive controls requirements are documented on the NRCC-MCH-E. 1 Yes = interlocks are provided, No = interlocks are not provided, NA means no operable openings. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 11 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 H9. NONRESIDENTIAL / COMMON USE AREA & HOTEL/MOTEL VENTILATION 01 02 03 04 05 06 07 Zone Name Mechanical Ventilation Conditioned Area (sf)DCV or Occupant Sensor Controls, or BothVentilation Function # of People Supply OA CFM Exhaust CFM 1-Office Area Office - Office space 26.2 786 0 5240 N/A H11. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 System ID System Type Qty Rated Capacity (kBtuh)Airflow (cfm)Fan VSD Heating Cooling Design MIn.Min. Ratio Power Power Units Cycles 1-Office Area-Trm Uncontrolled 1 N/A N/A 1,200 N/A 0 N/A N/A N/A I1. WATER HEATER EQUIPMENT SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Heater Element Type Tank Type Qty Tank Vol (gal) Rated Input Rated Input Unit Efficiency Efficiency Unit Tank Insulation R-value Int/Ext Standby Loss Fraction 1st Hr. Rating or Flow Rate (gal) Heat Pump Type Tank Location or Ambient Condition Standard Gas 50 gal or Le2 Natural Gas Storage 1 50 76 kBtu/Hr 0.8 TE N/A 0.01 N/A N/A N/A CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 12 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 K1. INDOOR CONDITIONED LIGHTING GENERAL INFO 01 02 03 04 05 06 Occupancy Type1 Conditioned Floor Area2 (ft2)Installed Lighting Power (Watts) Lighting Control Credits (Watts) Additional (Custom) Allowance Area Category Footnotes (Watts) Area Category Footnotes (Watts) Office ( 250 square feet)5240 3112.2 0 0 0 Building Totals:5240 3112.2 0 0 0 1See Table 140.6-C 2See NRCC-LTI--E for unconditioned spaces 3Lighting information for existing spaces modeled is not included in this table CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 13 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 K2. INDOOR CONDITIONED LIGHTING SCHEDULE Luminaire Schedule (includes all permanent installed lighting in conditioned space, and portable lighting over 0.3 w/ft 2 in offices) 01 02 03 04 05 06 Name or Item Tag Complete Luminaire Description (i.e. 3-lamp fluorescent troffer, F32T8, one dimmable electronic ballast) Installed Watts (Conditioned) Watts per luminaire How is Wattage determined Total Number of Luminaires Installed Watts A1 A1 18" ROUND SURFACE 38 According to 5 190 A2 A2 24" ROUND SURFACE 41 According to 4 164 A3 M SMALL PENDANT 30 According to 3 90 A4 A4 48" ROUND SURFACE 47 According to 3 141 B6 B6 6' LINEAR WALL 74.4 According to 2 148 B8 B8 8' LINEAR WALL 99.2 According to 1 99 C6 C6 6' LINEAR CEILING 59.4 According to 2 118 C8 C8 8' LINEAR CEILING 79.2 According to 2 158 D D DOWNLIGHT FIXED 16.5 According to 36 594 D1 D1 DOWNLIGHT ADJUSTABLE 12.5 According to 20 250 D2 D2 DOWNLIGHT FIXED, AMBIENT 12.5 According to 7 87 F3 F3 LINEAR PENDANT 3'28.2 According to 2 56 F8 F8 LINEAR PENDANT 8'75.2 According to 2 150 G G SURFACE STRIP 8'63.2 According to 4 252 H H LARGE PENDANT 209 According to 1 209 J J UNDER CABINET STRIP 8'44 According to 3 132 K K MIRROR LIGHT 4'28 According to 2 56 L L VANITY 33.9 According to 1 33 M M SMALL PENDANT 30 According to 6 180 1If lighting power densities were used in the compliance model Building Departments will need to check prescriptive forms for Luminaire Schedule details. CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 14 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 K3. INDOOR CONDITIONED LIGHTING CONTROL CREDITS Lighting Control Credits Schedule (includes all lighting controls installed in conditioned space for compliance credit per 140.6(a)2 and Table 140.6-A) 01 02 03 04 05 06 07 08 09 Area Description Primary Function Area (must meet requirements of Table 140.6-A and 170.2-L) Type of Lighting Control Power Adjustment Factor (PAF) Luminaire Item Tag Watts per Luminaire # of Luminaires Lighting Controlled (Watts) Control Credit (Watts) S-1-Office Area Office ( 250 square feet)N/A N/A A1 38 5 190 0 S-1-Office Area Office ( 250 square feet)N/A N/A A2 41 4 164 0 S-1-Office Area Office ( 250 square feet)N/A N/A A3 30 3 90 0 S-1-Office Area Office ( 250 square feet)N/A N/A A4 47 3 141 0 S-1-Office Area Office ( 250 square feet)N/A N/A B6 74.4 2 148.8 0 S-1-Office Area Office ( 250 square feet)N/A N/A B8 99.2 1 99.2 0 S-1-Office Area Office ( 250 square feet)N/A N/A C6 59.4 2 118.8 0 S-1-Office Area Office ( 250 square feet)N/A N/A C8 79.2 2 158.4 0 S-1-Office Area Office ( 250 square feet)N/A N/A D 16.5 36 594 0 S-1-Office Area Office ( 250 square feet)N/A N/A D1 12.5 20 250 0 S-1-Office Area Office ( 250 square feet)N/A N/A D2 12.5 7 87.5 0 S-1-Office Area Office ( 250 square feet)N/A N/A F3 28.2 2 56.4 0 S-1-Office Area Office ( 250 square feet)N/A N/A F8 75.2 2 150.4 0 S-1-Office Area Office ( 250 square feet)N/A N/A G 63.2 4 252.8 0 S-1-Office Area Office ( 250 square feet)N/A N/A H 209 1 209 0 S-1-Office Area Office ( 250 square feet)N/A N/A J 44 3 132 0 S-1-Office Area Office ( 250 square feet)N/A N/A K 28 2 56 0 S-1-Office Area Office ( 250 square feet)N/A N/A L 33.9 1 33.9 0 S-1-Office Area Office ( 250 square feet)N/A N/A M 30 6 180 0 Lighting Control Credits (Conditioned) Total (Watts)0 K4. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROL CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 15 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 Building Level Controls 01 02 Mandatory Demand Response 110.12(c)Shut-Off Controls 130.1(c) & 160.5(b)4C Required Required See NRCC-LTI-E for mandatory controls L. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections made by Documentation Author indicate which Certificates of Installation must be submitted for the features to be recognized for compliance. These documents must be retained and provided to the building inspector during construction and can be found online Building Component Form/Title Envelope NRCI-ENV-01-E - Must be submitted for all buildings Mechanical NRCI-MCH-01-E - Must be submitted for all buildings Mechanical NRCI-MCH-E - For all buildings with Mechanical Systems Plumbing NRCI-PLB-01-E - Must be submitted for all buildings Plumbing NRCI-PLB-E - For all buildings with Plumbing Systems Indoor Lighting NRCI-LTI-01-E - Must be submitted for all buildings Indoor Lighting NRCI-LTI-E - Indoor Lighting (for all buildings) M. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Selections made by Documentation Author indicate which Certificates of Acceptance must be submitted for the features to be recognized for compliance. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). Building Component Form/Title Envelope NRCA-ENV-02-F - NRFC label verification for fenestration Indoor Lighting NRCA-LTI-02-A - Occupancy Sensors and Automatic Time Switch Controls. Mechanical NRCA-MCH-02-A - Outdoor Air must be submitted for all newly installed HVAC units. Note: MCH-02-A can be performed in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap Mechanical NRCA-MCH-03-A - Constant Volume Single Zone HVAC CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 16 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 N. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION Selections made by Documentation Author indicate which Certificates of Verification must be submitted for the features to be recognized for compliance. These documents must be retained and provided to the building inspector during construction and can be found online There are no Certificates of Verification applicable to this project CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-E Nonresidential Performance Compliance Method (Page 17 of 17) CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2023-05-22 07:25:21 Compliance ID: EnergyPro-6249-0523-0112 Documentation Author's Declaration Statement 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Timothy Carstairs, CEA, HERS, GPR Documentation Author Signature: Signature Date:Company: Carstairs Energy Inc. Address: 2238 Bayview Heights Drive Suite E CEA/HERS Certification Identification (if applicable): R19-06-30151 City/State/Zip: Los Osos, CA 93402 Phone: 805-904-9048 Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement. 6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, and I will take the necessary steps to accomplish these requirements. Responsible Designer Name:Responsible Designer Signature: Company: Arris Studio Architects Address: 1327 Archer St Suite 220 Date Signed: City/State/Zip: San Luis Obispo, CA 93401 License #: Phone: 805-547-2240 Title:Scope: THOM JESS 5-22-2023 C-27608 30,000 REVIEW IN HOUSE 5-25-2023 PATRICK SMITH AUTHORIZED REPRESENTATIVE X 5,240 SF renovation of existing office space: non-structural walls and partitions, new carpet, mechanical, plumbing and lighting III-B ADDRESS 1327 Archer Street, Suite 220 / San Luis Obispo, CA 93401 CONTACT 805.547.2240 / arris-studio.com Thomas E. Jess, ARCHITECT #C27608, #6201 Stephen A. Rigor, ARCHITECT #C33672 TRANSMITTAL Date: May 25, 2023 To: Vanessa Nichols City of San Luis Obispo 919 Palm Street San Luis Obispo, CA From: Heather Wiebe Regarding: Laurel Creek – Empire Tenant Improvement Project #: A23018 Attached are the following item(s): Copies Date No. Description 3 5/25/2023 - 30x42 Submittal Sets 1 5/9/2021 - 8.5 x 11 Application 2 5/22/2023 - 8.5 x 11 T-24 Compliance Document Comments: Hi, Vanessa- Please find the attached first submittal for the Laurel Creek – Empire TI. We would like to expedite this plan check. Are we able to keep this tenant improvement in house for review? Please look over the attached plans and contact me if you have any questions or comments. Thanks, Heather Wiebe 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Friday, May 26, 2023 2:08 PM To:building Subject:RE: Request for Design Revision or a Deferred Submittal to City Approved Plans Heather Wiebe This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Nicole, Thank you for sending this over! Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: building <building@slocity.org> Sent: Friday, May 26, 2023 12:56 PM To: Heather Wiebe <heather@arris-studio.com> Subject: RE: Request for Design Revision or a Deferred Submittal to City Approved Plans Heather Wiebe Hi Heather, Your revision number is PLREV-0266-2023 and the est due date is 6/14/23. 1150 Laurel Ln 180 REVISION TO MECHANICAL LAYOUT TO MATCH THE APPROVED ARCH PLANS AND REFLECTED CEILING PLANS Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: no-reply@slocity.org <no-reply@slocity.org> Sent: Tuesday, May 23, 2023 3:33 PM 2 To: building <building@slocity.org> Subject: Request for Design Revision or a Deferred Submittal to City Approved Plans Heather Wiebe Hi , A Request for Design Revision or a Deferred Submittal to City Approved Plans was submitted by Heather Wiebe Best Regards SLO Laserfiche 1 From:Hanh, Hannah Sent:Thursday, May 25, 2023 4:15 PM To:Chuck Braff Cc:Michaela Denny Subject:RE: Laurel - Tree Removal Here you go – Anthony Whipple City Arborist Public Works Urban Forest Services 25 Prado Road, San Luis Obispo, CA 93401-7314 E awhipple@slocity.org T 805.781.7021 C 805.431.0398 slocity.org From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 4:12 PM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Can you please share Anthony’s contact information? Chuck Braff M: 310.990.6897 On May 25, 2023, at 4:11 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Michaela, I spoke to Anthony and that application is incomplete. There are a few additional items required. Section 12.24.090(D)(2) includes the application requirements for this type of permit. The arborist report assesses the species, size, health, etc. of trees proposed for removal and the site plan provides context related to impacts of the construction work. There is also a compensatory planting plan requirement, which I’ll discuss more tomorrow since there is a development application submitted for Laurel Garden. Sincerely, Hannah 2 From: Michaela Denny <michaela@westpacinv.com> Sent: Thursday, May 25, 2023 3:57 PM To: Chuck Braff <chuck@westpacinv.com>; Hanh, Hannah <hhanh@slocity.org> Subject: RE: Laurel - Tree Removal Hi Hannah, Please see attached Tree Removal Application for 1150 Laurel Lane. All fees have been paid and we are waiting for direction on what to do next. Is there a separate application where the arborist report is required? I didn’t see it listed on the application anywhere. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 3:53:34 PM To: Hannah Hanh <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Got it. Thank you. Chuck Braff M: 310.990.6897 On May 25, 2023, at 3:50 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Chuck, I am confirming Section 12.24.090(F)(2) would apply to the permit. You will need to provide a complete tree removal application and go to the TC for a recommendation. Note – the CDD Director will need to make a decision on the request prior to construction work continuing. I’ll provide more details when we meet tomorrow to discuss Laurel Garden. In the meantime, I recommend compiling a complete tree removal application, which includes the arborist report, in order for Anthony Whipple to process and schedule the request for a TC hearing. Sincerely, Hannah Hanh Associate Planner <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 3 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 10:13 AM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Laurel - Tree Removal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Curious what the next steps are for tree removal along Laurel. Chuck Braff M: 310.990.6897 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Thursday, May 25, 2023 3:57 PM To:Chuck Braff; Hanh, Hannah Subject:RE: Laurel - Tree Removal Attachments:1150LaurelLaneTreeRemovalApplication.pdf Hi Hannah, Please see attached Tree Removal Application for 1150 Laurel Lane. All fees have been paid and we are waiting for direction on what to do next. Is there a separate application where the arborist report is required? I didn’t see it listed on the application anywhere. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 3:53:34 PM To: Hannah Hanh <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Tree Removal Got it. Thank you. Chuck Braff M: 310.990.6897 On May 25, 2023, at 3:50 PM, Hanh, Hannah <hhanh@slocity.org> wrote: Hi Chuck, I am confirming Section 12.24.090(F)(2) would apply to the permit. You will need to provide a complete tree removal application and go to the TC for a recommendation. Note – the CDD Director will need to make a decision on the request prior to construction work continuing. I’ll provide more details when we meet tomorrow to discuss Laurel Garden. In the meantime, I recommend compiling a complete tree removal application, which includes the arborist report, in order for Anthony Whipple to process and schedule the request for a TC hearing. Sincerely, Hannah Hanh Associate Planner <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 2 E hhanh@slocity.org T 805.781.7432 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, May 25, 2023 10:13 AM To: Hanh, Hannah <hhanh@slocity.org> Cc: Michaela Denny <michaela@westpacinv.com> Subject: Laurel - Tree Removal This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Curious what the next steps are for tree removal along Laurel. Chuck Braff M: 310.990.6897 181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\UTILITY SHEET.dwg, C-2.1, Jan 06, 2021 11:54am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:DIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT0202040HORIZONTAL SCALE: 1" = 20' SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058UTILITY PLANC-2.11.2.3.4.5.188(E) FH10' SEWEREASEMENTPER 860 O.R.137(E)EMPTY WATER METER BOX(E) WM FORPROPERTYTO SW(E) JP(E) JP(E) JP(E) SSMH(E) SSMH(E) WV(E) WV(E) WV(E) WV(E) WV(E) 2" IRR. METER IN VAULTTO REMAIN(E) 1" WM INVAULT TO BERELOCATED TO(E) METER BOXFOR PARCEL 1,VAULT TO BEABANDONEDPER CITY(E) 2" PLASTIC GAS LINE TOREMAIN IN GAS EASEMENT ASSHOWN ON PM SLO 19-0114CONSTRUCTION NOTES:DEVELOPER TO CONTRACT WITH PG&E TO INSTALL A STREETLIGHT ARM AND TYPE 2 LEDLUMINAIRE, PER CITY STANDARD DETAIL 7910, ON (E) WOOD JOINT UTILITY POLE.DEVELOPER TO CONTRACT WITH THE GAS CO. TO INSTALL 1-1/4" GAS LINE FROM (E) 2" GASLINE TO NEW METER AT (E) BUILDING, AND ABANDON (E) GAS SERVICE LINE PER GAS COREQUIREMENTS. NOTE: GAS EASEMENT PER SEPARATE DOCUMENT TO BE RECORDED WITHPM SLO 19-0114.RELOCATE (E) 1" METER TO (E) EMPTY METER BOX PER CITY STANDARD DETAIL 6210 AND 6220INSTALL NEW 1" METER (BY OTHERS) IN NEW METER BOX FOR EXISTING BUILDING ON PARCEL 2PER CITY STANDARD DETAIL 6210 AND 6220.INSTALL 2" WATER SERVICE WITHIN PARCEL 1 BOUNDARY FROM METER AND TIE INTO (E)DOMESTIC WATER LINE SERVING (E) BUILDINGS PER CITY STANDARD DETAIL 6110, 6210, AND6220. MAINTAIN MIN. 5' SEPARATION FROM PROPERTY LINE, MIN. 2' SEPARATION FROM (E) FIREWATER LINE.E1G1W1W2W3W2W3(E) SMHW115' PUE PER PMSLO 19-0114CAMDEN LANE 30'15'15'LAUREL LANE(E) 8" FIRE WATERLINE(E) FHPM SLO 19-0114BOUNDARYN (E) 8" WATER MAINE110' STREET TREEEASEMENT PER PMSLO 19-0114PARCEL 21160 LAUREL LANEPARCEL 3(VACANT)PARCEL 4(VACANT)G1PARCEL 11150 LAUREL LANE(WAREHOUSE)W3W3W3W3(E) GASVALVE& (P)METER(E) 1-1/4"GAS FROMWAREHOUSETO BE TOBE ABAND.(E) 2" DOMESTICWATER SERVICELINE TO BE ABAND.(E) BLDG.(E) 8" FIREWATER LINE(E) 2" WATER SERVICE TO (E)WAREHOUSE TO BE ABAND.,POTHOLE & VERIFY (E)WATERLINE LOCATION ANDPOC(s) TO BUILDING PROPERTY LINEPER PM SLO19-011443' 43'(E) CONC WALK(E) CONC WALK(E) 8" SEWER MAIN(E) 6" SEWER MAIN(E) 2" WATERSERVICE TO (E)WAREHOUSE,TO BE ABAND.(E) 2" PLASTIC GAS LINETO (E) WAREHOUSE TOREMAININSTALL TEEPM SLO 19-0114BOUNDARY3'(E) 4" SEWERLATERALTO REMAIN(E) 15" PUBLICSEWER MAIN(E) TRASHENCLOSURE(E) UGELEC.(E)UNDERGROUNDELEC.(E) CURB, GUTTER & SIDEWALK(E) 8" FIRE WATER LINECOMM. EASEMENTPER 2000-048696 &2002-031852PM SLO19-0114BOUNDARYPM SLO19-0114BOUNDARYW3(E) WATERSHUT-OFFVALVE(E) WATERLINE TOWAREHOUSE TO REMAIN5'10' GAS EASEMENTPER INST# 2020-059399 1 From:Nelson, Trevor Sent:Thursday, May 25, 2023 9:42 AM To:Michaela Denny Subject:RE: 1150 Laurel Lane - Site Work Michaela, Appreciate the update and I’ll look out for that meeting. And yes, Fire will inspect the fire line replacement and I will handle all the other underground utilities: water, gas, electrical, sewer, stormwater. You can let Kirk Construction know we can do partial inspections for sections at a time; whatever helps with site conditions and being able to get heavy equipment around. Thank you, Trevor Nelson Supervising Building Inspector Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 slocity.org Stay connected with the City by signing up for e-notifications From: Michaela Denny <michaela@westpacinv.com> Sent: Wednesday, May 24, 2023 11:04 AM To: Nelson, Trevor <tnelson@slocity.org> Subject: 1150 Laurel Lane - Site Work This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Trevor, We have a pretty exciting amount of site work coming up. This includes bringing in the PG&E infrastructure, new Fireline replacement, Domestic Water, Gas, Tree removal, etc. Chase Montoya is our assigned public works inspector that will be verifying everything in the right of way. I would imagine that you and the fire department will be the assigned inspectors for everything once the work is within the property line. Per usual, we have several plans that the “Site Work” is on. The SIP plans are a part of the Subdivision that will show the majority of the work that will be happening in the right of way on Laurel Lane and cross-references the PG&E work. BLDG-1885-2020 (Delta 25) will show the domestic water lines, gas, and electrical, and reference the fire line replacement. 2 The fire line replacement is still in Rodger’s court, but he has given us the okay to start trenching for the fire line on-site to get ahead of it. We have hired Kirk Construction to do the utility infrastructure and the fire line replacement for the building. We had a Pre-Con with public works yesterday and soon will be having a Pre-Con with FD and Building for all the work to be completed within the property line. Let me know if you have any questions before then. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Wednesday, May 24, 2023 8:29 AM To:Anderson, Kyle Cc:Ben Gulstad Subject:BLDG-2788-2022 Laurel Creek Warehouse - 44 Apartments - Responses Attachments:BLDG-2788-2022 Laurel Creek - 44 Apartment 2nd Plan Check Responses.pdf; 2023.04.28; SWCP Laurel Warehouse Remodel.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Kyle, We are ready to resubmit the 44 Apartment set and wanted to send you the documents per your request. We have a mee Ɵng with Sean this week to review the remaining comments. AƩached are the responses for your review as well as the revised SWCP and below is the resubmi Ʃal set and water heater manual for reference. ResubmiƩal Set: hƩps://arris.egnyte.com/dl/tRgJSNyjIN Water Heater Manual: hƩps://arris.egnyte.com/dl/h2oiCPrAS7 Please let us know if you have any quesƟons. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 1 From:Crisp Imaging Central Coast <info@gocrs.com> Sent:Thursday, May 25, 2023 11:40 AM To:Heather Wiebe Subject:Order Confirmation - A23018 - Laurel Creek - Empire TI Submittal To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Thank you for your order! Your order has been received and the details are below. If we require additional information we will contact you. Paper/Media 20lb Bond Number of Sets/Copies 3 Page Size (in.) 30 x 42 Size Handling Actual Size Binding Edge Bind Special Instructions 3 sets 30x42 b/w drawings sets edge bind 1 application 8.5x11 1 transmittal 8.5x11 2 sets 8.5x11 T-24 report staple File Upload Empire Permit Application-signed.pdf Empire TI - First Submittal 2023-05-25.pdf Laurel Creek Transmittal-2023-05- 25.pdf LaurelLaneT24Report - Empire.pdf OFF Payment Type Crisp Customer Account Company Name Arris Studio Architects Contact Name Heather Wiebe E-mail heather@arris- studio.com Phone Number 8055472240 2 Job Name / PO A23018 - Laurel Creek - Empire TI Submittal Delivery Method Local Delivery Crisp Location San Luis Obispo Time Wanted 1:00 PM Delivery Destination Deliver to an alternate address Recipient Name /Department Vanessa Nichols - Building Department Delivery Address Street Address: 919 Palm Street City: san luis obispo Additional Delivery Instructions/Information Empire TI in Laurel Creek Warehouse at 1150 Laurel Lane Order Number LFBW61783 Date 2023-05-25 11:30 Product Type Large Format Black and White Thank You Crisp Imaging Central Coast www.gocrs.com Stormwater Control Plan for Post Construction Requirements Exhibit 4 Application Submittal Where directions state “Done” that means no additional information or forms below that point needs to be filled out or furnished. See Exhibits for Watershed Management Zones, Basins, & Urban Sustainability Areas Use “n/a” where information requested is not applicable. If you are unsure regarding how to fill out any of the information, please come in and request assistance from a staff person. Project Information Step 1 Applicant Name: Application No: Project Name: Location Address: Location APN: Site Zoning: Project Type: Commercial Detached Single Family Residential Industrial Multi-unit Residential Mixed Use Public Project Phase: Project Description: Total Project Site Area = (a) Total New Impervious Surface Area = (b) Total Replaced Impervious Surface Area = (c) Total Existing Impervious Area = (d) Total Impervious Area of Completed Project = (e) Net Impervious Area: (a+b) – (c-d) = OR where (c-d) is a negative number: (a+b) = Your project is NOT subject to Post Construction Requirements if… Step 2 Area (a+b) of project is < 2,500 square feet – Done OR Area (a+b) of project is > 2,500 square feet, and is a project type listed below ( type) – Done Road & parking surface repair – slurry & fog & crack seal, pothole & spot patching, overlay & resurfacing & other damage repair with no expansion Road & parking shoulder grading Road & parking cleaning, repairing, maintaining, reshaping, regarding drainage systems Sidewalk & bike path / lane project – no other impervious surface created and runoff is directed to vegetated area Curb & gutter improvement or replacement – no other impervious created Underground utility project – surface replaced in kind Utility vaults – Ex: lift stations, backflows Fuel storage – above ground with spill containment Photovoltaic systems – on existing impervious surface, over pervious surface with vegetated cover, buffer strip at the most down gradient row of panels Second story – no increase in building footprint Decks & stairs & walkways – raised with space below for drainage Temporary structures – in place less than 6 months Trails and pathways, where no other impervious surfaces are replaced or created, and built to direct stormwater runoff to adjacent vegetated areas. Stormwater Control Plan for Post Construction Requirements Otherwise, your project is subject to the Post Construction Requirements Project Site Details Step 3 Watershed Management Zone: Urban Sustainability Area Name: Meet USA Conditions See Area calculations in Step 1 to compare to thresholds in each Step below Where directions state “Go To”, fill out and attach the referenced Form and any supporting documents Step 4 Project is > 2,500 square feet Yes ‐ Go To Requirement 1 – Site Design & Runoff Reduction ‐ Form 1 AND THEN Go To Step 5 Step 5 Detached single family residential project where Area (e) is > 15,000 square feet OR Project where Area (e) > 5,000 square feet Yes ‐ Go To Requirement 2 – Water Quality Treatment ‐ Form 2 AND THEN Go To Step 6 No ‐ Done Step 6 Detached single family residential project where Area (e) > 15,000 square feet OR Project where Area (a+b) > 15,000 square feet AND is in Watershed Management Zone 4,7,10 over a ground water basin OR in Zone 1,2,5,6,8,9 Yes ‐ Go To Requirement 3 – Runoff Retention ‐ Form 3 AND THEN Go To Step 7 No ‐ Done Step 7 Project where Area (a+b) > 22,000 square feet AND is in Watershed Management Zone 1,2,3,6,9 Yes ‐ Go To Requirement 4 – Peak Management ‐ Form 4 No ‐ Done Exhibits 1. Watershed Management Zones 2. Groundwater Basin Location 3. Watershed Management Zone Revision Request 4. Urban Sustainability Conditions and Maps of Approved Areas Stormwater Control Plan for Post Construction Requirements Form 1 Requirement 1 – Site Design and Runoff Reduction: Identify the strategies used to reduce runoff through site design. Strategies 1-5 required. Describe or attach simple plan details for 1. – 5. 1.Limit disturbance of creeks and natural drainage features and setback development from these features. 2.Minimize compaction of highly permeable soils 3.Minimize clearing of native vegetation and grading, conserving natural areas and maximizing undisturbed areas, and developing along natural landforms. 4.Minimize impervious surfaces including roadways and parking lots 5.Do one of the following: Direct roof run off into cistern, rain barrel, or vegetated area Direct driveway, walkways, patios, and/or parking area into vegetated area Construct surfaces (bike lanes, walks, driveways, parking areas,patios) with permeable surfaces 6.Other (Optional): Identify strategy(s) and describe or show how it will be done in the project. Stormwater Control Plan for Post Construction Requirements Form 2 Requirement 2 – Water Quality Treatment: (Reference Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region – Adopted July 12, 2013 California Regional Water Quality Control Board Central Coast Region – for details regarding requirements – Section B.3 and Section C. Alternative Compliance.) Treatment Location On Site Off Site - Alternative Compliance Measure Used 1. Harvesting, infiltration, evapotranspiration 2. Bio-filtration Treatment (Document inability to use 1.) 3. Non-Retention Based Treatment (Document inability to use 1. or 2.) Description of structural controls: Alternative compliance measures: Attachments Attach treatment/sizing calculations, including any volume treated with off-site compliance. Attach construction and planting details and specifications for bio-filtration options Attach documentation regarding Treatment Measure selection Attach infeasibility analysis where alternative compliance is proposed. Certification I certify that the systems selected and sized, as demonstrated in the attached calculations, meet the Water Quality Treatment required for this project per the Post Construction Requirements adopted by the Central Coast Regional Water Quality Control Board. Where identified in the attached documentation, Water Quality Treatment will be met through alternative compliance. Signature Date Stormwater Control Plan for Post Construction Requirements Form 3 Requirement 3 – Runoff Retention: (Reference Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region – Adopted July 12, 2013 California Regional Water Quality Control Board Central Coast Region – for details regarding requirements – Section B.4 and Section C. Alternative Compliance.) If a revision to the site’s Watershed Management Zone is being requested, attach Watershed Management Revision Request Form (Exhibit) and supporting documentation. Rainfall maps are available from the Regional Water Quality Control Board Site Assessment Measures Summary Attach documentation of the following information: Site topography Development envelope Hydrologic features including natural areas, wetlands, watercourses, seeps, springs, and required setbacks Vegetative cover including trees Open space requirements Location of groundwater wells used for drinking water Depth to seasonal high groundwater Soil types and hydrologic soil groups Depth to impervious layer such as bedrock Presence of unique geology (e.g. karst) Geotechnical hazards Existing structures, utilities, and drainage infrastructure including municipal storm drain system components Existing easements and covenants Documented soil or groundwater contamination Source and estimated stormwater run-on from offsite, coming to project area Drainage Management Areas (B.4.d.iii) Drainage management strategies by Drainage Management Area Runoff reduction measures and any structural control measures by Drainage Management Area (or full site as appropriate) Technical infeasibility limits on-site compliance 10% of equivalent impervious surface area is dedicated to retention based stormwater control measures – No alternative compliance for retention Runoff volume - compliance not achieved on-site: Alternative compliance for retention proposed Runoff volume – compliance not achieved onsite: Runoff volume – alternative compliance used: Analysis and Sizing Attach calculated Tributary Areas and Design Volumes per the Post Construction Stormwater Management Requirements – Attachment D Adjustment made for redevelopment Adjustment made for being in, and meeting requirements of, an Urban Sustainability Area Stormwater Control Plan for Post Construction Requirements Form 3 Control Mechanism Site in Zone 1, 4, 7, and/or 10 and over groundwater basin 95th percentile event retained via infiltration Finding of technical infeasibility – Structural Stormwater Measure proposed Site in Zone 2 95th percentile event retained via storage, harvesting, infiltration, and/or evapotranspiration Finding of technical infeasibility – Structural Stormwater Measure proposed Site in Zone 5 and/or 8 85th percentile event retained via infiltration Finding of technical infeasibility – Structural Stormwater Measure proposed Site in Zone 6 and/or 9 85th percentile event retained via storage, harvesting, infiltration, and/or evapotranspiration Finding of technical infeasibility – Structural Stormwater Measure proposed Attachments Attach Attachment D calculations for hydrologic analysis and stormwater control measure sizing Attach discussion of technical infeasibility for structural stormwater measure, where proposed in lieu of preferred storage, harvesting, infiltration, and/or evapotranspiration, include justification for any non- retention based controls Attach documentation of technical infeasibility for on-site compliance, including a site specific hydrologic and/or design analysis supporting findings Attach description of alternative compliance project including a summary description of pollutant and flow reduction comparing the expected aggregate results of the alternate project to the results that would otherwise have been achieved by meeting the numeric performance requirements onsite. Attach Attachment E calculations for retention requirement adjustment for technical infeasibility Attach Attachment F calculations for off-site retention requirements Attach agreement for alternative compliance site use, for purposes of achieving compliance Attach Operations and Maintenance Plan for all stormwater control measures (include any Peak Management facilities) Post-Construction Owner Identification At the time of completion of the construction work, and the shift to post-construction stormwater controls, the below listed owner is responsible for Operations and Maintenance of stormwater control measures: (If responsibilities are divided, list all responsible owners and associated measures.) Certification I certify that the systems selected, sized, and designed as demonstrated in the attached calculations, meet the Runoff Retention Performance Requirement for this project per the Post Construction Requirements adopted by the Central Coast Regional Water Quality Control Board. Where identified in the attached documentation, Runoff Retention will be met through alternative compliance. Signature Date Stormwater Control Plan for Post Construction Requirements Form 4 Requirement 4 – Peak Management (Reference Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region – Adopted July 12, 2013 California Regional Water Quality Control Board Central Coast Region – for details regarding requirements – Section B.5) Show any stormwater control measures used to meet the requirements of this section, in the documentation and attachments required for Retention (Form 3), including in all mapping and Operations and Maintenance materials. Peak Management Compliance Post-development peak flows, discharged from the site, do not exceed pre-project peak flows for the 2 through 10 years storm events. Technical infeasibility limits on-site compliance Alternative compliance for retention proposed Runoff volume – compliance not achieved onsite: Runoff volume – alternative compliance used: Attachments Attach calculations showing pre-project discharge and post-project discharge for the 2 through 10 year storm events Attach documentation of technical infeasibility for on-site compliance, including a site specific hydrologic and/or design analysis supporting findings Attach description of alternative compliance project including a summary description of pollutant and flow reduction comparing the expected aggregate results of the alternate project to the results that would otherwise have been achieved by meeting the numeric performance requirements onsite. Attach agreement for alternative compliance site use, for purposes of achieving compliance Post-Construction Owner Identification At the time of completion of the construction work, and the shift to post-construction stormwater controls, the below listed owner is responsible for Operations and Maintenance of the peak management control measures: (If responsibilities are divided, list all responsible owners and associated measures.) Certification I certify that the systems selected, sized, and designed as demonstrated in the attached calculations, meet the Peak Management requirements for this project per the Post Construction Requirements adopted by the Central Coast Regional Water Quality Control Board. Where identified in the attached documentation, Peak Management will be met through alternative compliance. Signature Date . 6 5 INVER T : 2 4 0 .25DROP IN LET : 245 .36 IN VERT : 242 .91SDSDCO W EWG G GEE Ashley&VanceENGINEERING, INC.1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LDRAINAGE EXHIBITN181058.1703/06/2022LAUREL CREEKSAN LUIS OBISPO, CA 93401PRE-CONSTRUCTION - LAUREL CREEKWAREHOUSE REMODELS:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Warehouse Remodel 44 apts\02_30x42\03_EXHIBITS\31 & 44 COMBINED HYDROLOGY SHEETS.dwg, PRE, Feb 24, 2023 11:37am, Evan 0100100200HORIZONTAL SCALE: 1" = 100' LEGENDPERVIOUS AREA5,660SFIMPERVIOUSAREA47,585SFTOTAL AREA53,245SFTRUENORTHPLANNORTHNIMPROVEMENTS ON PERMIT# GRAD 1037-2020 NO LONGERBEING CONSTRUCTED : 246 .65 INVERT : 240 . 2 5 DROP IN LET : 245 .36 IN VERT : 242 .91SDSDCO W EWG G GEE Ashley&VanceENGINEERING, INC.1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LDRAINAGE EXHIBITN181058.1703/06/2022LAUREL CREEKSAN LUIS OBISPO, CA 93401POST CONSTRUCTION - LAUREL CREEKWAREHOUSE REMODELS:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Warehouse Remodel 44 apts\02_30x42\03_EXHIBITS\31 & 44 COMBINED HYDROLOGY SHEETS.dwg, POST, Mar 03, 2023 2:00pm, Evan 0100100200HORIZONTAL SCALE: 1" = 100' TRUENORTHPLANNORTHN31 APARTMENT AREASNEW PERVIOUS AREA6,005 SFNEW/REPLACEDIMPERVIOUS AREA20,540 SF44 APARTMENT AREASNEW PERVIOUS AREA6,470 SFNEW/REPLACEDIMPERVIOUS AREA3,400 SFWARE HOUSE REMODELNEW/REPLACEDIMPERVIOUS AREA23,940 SFCUMULATIVE (INCLUDINGPREVIOUSLY PERMITTEDAREAS) NEW/REPLACEDIMPERVIOUS AREA25,900 SFPREVIOUSLY PERMITTED AREASPERMITTEDNEW/REPLACEDIMPERVIOUS AREA1,960 SFIMPROVEMENTS ON PERMIT# GRAD 1037-2020 NO LONGERBEING CONSTRUCTEDREPAIRED IMPERVIOUS AREAREPAIRED IMPERVIOUSAREA14,900 SF : 246 .65 INVERT : 240 . 2 5 DROP IN LET : 245 .36 IN VERT : 242 .91SDSDCO W EWG G GEEWWEEGEW249248FR Ashley&VanceENGINEERING, INC.1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LDRAINAGE EXHIBITN181058.1703/06/2022LAUREL CREEKSAN LUIS OBISPO, CA 93401DRAINAGE MANAGEMENT AREAS -LAUREL CREEK WAREHOUSE REMODELS:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Warehouse Remodel 44 apts\02_30x42\03_EXHIBITS\31 & 44 COMBINED DMA EXHIBIT.dwg, DMAs, Mar 03, 2023 1:37pm, Evan 0100100200HORIZONTAL SCALE: 1" = 100' TRUENORTHPLANNORTHNIMPROVEMENTS ON PERMIT# GRAD 1037-2020 NO LONGERBEING CONSTRUCTEDDMA 1.28BIO 1.2PAV 1.1PAV 2.1PAV 2.3BIO 1.5DMA 2.2DMA 1.17DMA 1.16DMA 1.13DMA 1.14DMA 1.15DMA 2.10 PAV 2.2PAV 1.2DMA 1.11DMA 1.8DMA 1.6DMA 1.2DMA 1.1DMA 2.17DMA 2.16DMA 2.14DMA 2.12DMA 2.5DMA 2.6DMA 2.7DMA 2.4DMA 2.3DMA 1.3DMA 1.18DMA 1.23DMA 1.22DMA 1.21DMA 1.25DMA 1.26DMA 1.27BIO 1.1DMA 1.20DMA 0.1DMA 2.11DMA 2.13DMA 2.15DMA 1.4DMA 1.5DMA 1.10DMA 1.24BIO 1.3BIO 2.1DMA 2.8BIO 1.4DMA 2.1DMA 2.18DMA 2.19DMA 2.20DMA 2.21DMA 2.22DMA 2.9DMA 1.7DMA 1.19DMA 1.12DMA 1.29DMA 1.9DMA 2.24DMA 2.23BANG THE DRUM AREASNEW IMPERVIOUS AREA31 APARTMENT AREASNEW PERVIOUS AREANEW/REPLACED IMPERVIOUS AREA44 APARTMENT AREASNEW PERVIOUS AREANEW/REPLACED IMPERVIOUS AREABIO PLANTERPERVIOUS PAVER SECTIONREPAIRED IMPERVIOUS AREADMA 1.28PAV 1.3DMA 1.30DMA 2.25 1327 ARCHER STREET, SUITE 220, SAN LUIS OBISPO, CA 93401 | P: (805) 547-2240 | W: ARRIS-STUDIO.COM THOMAS E. JESS, ARCHITECT #C27608 | STEPHEN A. RIGOR, ARCHITECT #C33672 | ADRIANA J. COOK, ARCHITECT #ARI-6543 May 18, 2023 CITY OF SAN LUIS OBISPO Vanessa Nichols Phone: (805) 781-7588 Email: vnichols@slocity.org REGARDING: Laurel Creek Warehouse – 44 Apartments 1150 Laurel Lane San Luis Obispo, CA 93401 APPLICATION: BLDG-2788-2022 PLAN CHECK: March 21, 2023 (via email) Laurel Creek Warehouse – 44 Apartments BLDG-2788-2022 BUREAU VERITAS – ENERGY COMMENTS 12. Include both the Permit and Final Inspection Certificates of Compliance (links available on the page above and copied below). https://www.slocity.org/home/showpublisheddocument/33859/638131058424530000 https://www.slocity.org/home/showpublisheddocument/33861/638131059300970000 RESPONSE: Per Certificate of Compliance code reference SLOMC1717 Section B: "The provisions contained in this chapter are applicable to newly constructed buildings, including those that are built after a demolition, whose building permit applications have been submitted on or after January 1, 2023." This project permit is not a newly constructed building and was submitted before January 1, 2023, and therefore is not required to comply with these Certificates. BUREAU VERITAS – PLUMBING COMMENTS 20. Water heating recirculation systems shall meet the following requirements: CEnC, Sec. 110.3(c)(4). vi. Controls not found on 61/P0.30. RESPONSE: Please see P0.30 detail 61 for the updated Water Heater Piping Schematic and the attached pdf page 80 for control details. BUREAU VERITAS – STRUCTURAL COMMENTS 25. 14/S3.2 appears to show shear transfer through gypsum board ceiling as diaphragm. No engineered values for gypsum diaphragm found in SDPWS, please clarify. RESPONSE: All Details at the 2nd level ceiling has been updated to include ceiling sheathing and boundary nailing to complete the shear path. Sheathing and corresponding nailing have been added to structural plans in the general framing notes. Laurel Creek Warehouse – 44 Apartments PLAN CHECK RESPONSE: PLAN CHECK 2 1150 Laurel Lane, San Luis Obispo, CA 93401 PAGE 2 1327 ARCHER STREET, SUITE 220, SAN LUIS OBISPO, CA 93401 | P: (805) 547-2240 | W: ARRIS-STUDIO.COM THOMAS E. JESS, ARCHITECT #C27608 | STEPHEN A. RIGOR, ARCHITECT #C33672 COMMUNITY DEVELOPMENT - GENERAL 26. Please indicate here if any new changes have been made to the plans that are not a result of the corrections from this list. Briefly describe the type of changes and their location on the plans. RESPONSE: · An on-site development resulted in relocating an existing fire riser in the Northwest corner of the warehouse outside the warehouse footprint into a proposed fire riser closet with direct access from grade. FIRE-1268-2023 is under review with the Fire Department. · Exterior lighting plans and calcs that previously referenced but was missing from approved revision to permit of BLDG-1885-2020 have been shown proposed in this project phase scope. See sheet E1.02. COMMUNITY DEVELOPMENT - UTILITIES DEPARTMENT 20. Please email Kyle Anderson a complete set of pdf plans with the response to comments of the next submittal to kanderso@slocity.org. RESPONSE: Understood 6. Partial comment remains. Invert on civil plans doesn’t appear to match the invert shown on the plumbing plans. RESPONSE: Sewer invert point of connection picked up under Civil scope on 31 Apartment set revised under delta 25 per permit PLREV-0123-2023 approved on 5/8/2023 by City. NEW COMMENTS – 3/15/2023 (NICK TEAGUE) 19. L2.00 - Need to show a temporary point of connection to potable water, such as a hydrant. Recycled water will not be available for irrigation until, a recycled water application has been approved by the City, as-built plans are reviewed and approved by the City, DDW, and Regional Board, and a cross-connection test has been performed. RESPONSE: Sheet L2.00 - Temporary point of connection to potable water is shown. 20. L2.00 - It is not clear if Area ‘E’ be irrigated with potable water. RESPONSE: Sheet L2.00 - Area ‘E’ is currently irrigated with potable water, system will remain intact under this scope of work; note added. 21. L2.00 - It appears that hydrozone A1 crosses the lot line for Parcel 1. If that is the case, this area will need to be separated into 2 separate zones with one connected to the irrigation system that currently exists in Parcel 4. RESPONSE: Sheet L2.00 - Hydrozone A1 is separated into 2 separate zones with one connected to the irrigation system that currently exists in Parcel 4 so that system does not cross the lot line for Parcel 1. 22. L2.00 - Hydrozone A1 crosses outside the Limit of Work. RESPONSE: Sheet L2.00 - Hydrozone A1 is modified so that it does not cross outside the Limit of Work. Sheet L6.00 planting is modified to match. 23. L1.00 and L2.00 - Additional recycled water signs are needed to meet city requirements. Advisory signs must be placed where they can be easily seen. To the extent necessary to advise a passerby, signs must be posted at the property line near crosswalks, at driveway entrances, at outdoor eating areas. For streetscapes, place signs at street corners as appropriate to notify passerby. Signs must be placed no further than 1,000 feet apart. RESPONSE: Sheet L1.00 and L2.00 - Additional recycled water signs are shown to meet city requirements. Laurel Creek Warehouse – 44 Apartments PLAN CHECK RESPONSE: PLAN CHECK 2 1150 Laurel Lane, San Luis Obispo, CA 93401 PAGE 3 1327 ARCHER STREET, SUITE 220, SAN LUIS OBISPO, CA 93401 | P: (805) 547-2240 | W: ARRIS-STUDIO.COM THOMAS E. JESS, ARCHITECT #C27608 | STEPHEN A. RIGOR, ARCHITECT #C33672 COMMUNITY DEVELOPMENT - ENGINEERING 1. Partial comment remains- Please revise page 2 of Exhibit 4. Step 6 and Step 7 should be marked as, “yes”. RESPONSE: Step 6 and Step 7 are now marked as "yes", see page 2 of the revised SWCP. 2. Comment remains- Also provide a copy of the block on the cover sheet of the plans- (new item) Please include which sheet in plans PCR requirements can be found. RESPONSE: Stormwater Compliance block is now provided, see Sheet C-0.1. COMMUNITY DEVELOPMENT – ENGINEERING – COA’s 9. Partial comment remains- Sheet A2.10, Reference Note 3219- Existing Ramp and warnings detail not found on Sheet A0.23 RESPONSE: Reference note on Sheet A2.10 has been revised to reference correct sheet, A0.24. 10. Partial comments remains- Add notation to cover sheet of Landscaping Plans. RESPONSE: Sheet L6.00 - Notation added to planting plan on sheet L6.00 COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted FEES/ADDRESSING 3. COMMENT REMAINS. RESPONSE: See cover sheet A0.00 for list of existing and proposed water meter sizes. 4. Please clarify if trash enclosures are new or existing (included in this scope of work?) RESPONSE: Trash enclosure #1 is new and included in the scope of work for this permit. Trash enclosures #2 & #3 are existing to remain, under the scope of a separate permit. Note: Removed reference to #3 enclosure being similar to #1 in detail E6 & H6/A2.20 titles. 6. Final fees pending response to comments and other department reviews. RESPONSE: Noted Thank you for this plan review. Please feel free to call or contact us with any questions or comments. Sincerely, ARRIS STUDIO ARCHITECTS Ben Gulstad Phone: (805) 547-2240 ext.123 Email: bgulstad@arris-studio.com 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Wednesday, May 24, 2023 11:04 AM To:Nelson, Trevor Subject:1150 Laurel Lane - Site Work Attachments:2023.05.19; RFI 87 Utility Exhibit and Crossing (1).pdf; 35208668ConDWGD_R1[61008].pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Trevor, We have a pretty exciting amount of site work coming up. This includes bringing in the PG&E infrastructure, new Fireline replacement, Domestic Water, Gas, Tree removal, etc. Chase Montoya is our assigned public works inspector that will be verifying everything in the right of way. I would imagine that you and the fire department will be the assigned inspectors for everything once the work is within the property line. Per usual, we have several plans that the “Site Work” is on. The SIP plans are a part of the Subdivision that will show the majority of the work that will be happening in the right of way on Laurel Lane and cross-references the PG&E work. BLDG-1885-2020 (Delta 25) will show the domestic water lines, gas, and electrical, and reference the fire line replacement. The fire line replacement is still in Rodger’s court, but he has given us the okay to start trenching for the fire line on-site to get ahead of it. We have hired Kirk Construction to do the utility infrastructure and the fire line replacement for the building. We had a Pre-Con with public works yesterday and soon will be having a Pre-Con with FD and Building for all the work to be completed within the property line. Let me know if you have any questions before then. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 what's below.Call before you dig.REMOVAL 14 SCALE: 1" = 5'T128631 DETAIL: LOC 16 PROPOSED GAS LINE TO CROSS UNDER (E) SEWER LATERAL. 42" MAXIMUM DEPTH PER GAS CO. PROP. 10" FIRE WATER PROP. 10" FIRE WATER PROP. 10" FIRE WATER PROP. 10" FIRE WATER BAC RELOCATED UTILITY LINES PER SEPARATE PGE, ATT, AND TELEVISION HANDOUTS RELOCATED ATT UTILITY LINE START AT MANHOLE PER HANDOUT ATT FO TO ENTER UTILITY BOX WITH NOT BENDS NEW STREET LIGHT PER SIP PERMIT EXHIBIT NOTES: UTILITY LINES SHOWN HEREON ARE ILLUSTRATED LARGER THAN ACTUAL UTILITY LINE FOR CLARITY PURPOSES. DRY UTILITY LAYOUT SHALL BE DETERMINED AND/OR APPROVED BY PROVIDED HANDOUT FROM EACH RESPECTIVE UTILITY PROVIDER. DRY UTILITY SHOWN HERE ARE FOR COORDINATION PURPOSES ONLY. WATER LINE LAYOUT PER THIS EXHIBIT. REFER TO CITY OF SLO APPROVED PLAN FOR CONSTRUCTION NOTES. DEPTH OF COVER REFER TO RFI 87 FOR LOCATIONS OF DEEPER BURIAL DEPTHS 30" MINIMUM DEPTH OF COVER REFER TO RFI 87 FOR LOCATIONS OF DEEPER BURIAL DEPTHS FW FW Ashley&VanceENGINEERING, INC.1229 Carmel StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LUTILITY CROSSING EXHIBIT18105805/19/20231150 LAUREL LANESAN LUIS OBISPO CA, 93401RFI #87 EXHIBITNS:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Utility Composite Support Dwgs\02_Working Drawings\03_EXHIBITS\RFI 87 - LPG, 11x17, 2/1/23, Juan 0101020HORIZONTAL SCALE: 1" = 10' W @ 62" COVERFW @ 74" COVERAT&T @ 30" COVERFO @ 30" COVERE @ 46" COVERE @ 46" COVERW @ 62" COVERAT&T @ 30" COVERFO @ 30" COVERE @ 46" COVERE @ 46" COVERW @ 62" COVERDOMESTIC AND COMMERCIALW @ 62" COVERAT&T @ 30" COVERE @ 46" COVERAT&T @ 30" COVERCABLE @ 30" COVERFW @ 62" COVERFO @ 46" COVERCABLE @ 62" COVERE @ 62" COVERG @ 30" COVERE @ 46" COVERAT&T @ 30" COVERFO @ 30" COVERE @ 46" COVERE @ 46" COVERFW @ 62" COVERPAGE 1 OF 2FW @ 62" COVERFW @ 74" COVERDOMESTIC AND COMMERCIALW @ 30" COVERFW @ 74" COVERW @ 62" COVER 8'' W8'' W8'' W8'' W8'' O FOFOFOFOFW FW FW FW FWFWFWFWFWFWFW Ashley&VanceENGINEERING, INC.1229 Carmel StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LUTILITY COMPOSITE EXHIBITRFI #871810581150 LAUREL LANESAN LUIS OBISPO, CA 93401RFI #87 EXHIBITNS:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Utility Composite Support Dwgs\02_Working Drawings\03_EXHIBITS\RFI 87 - NRA, 11x17, 2/1/23, Juan 0101020HORIZONTAL SCALE: 1" = 10' WATER @ 30" COVERCABLE @ 30" COVERATT @ 30" COVERE @ 46" COVERCABLE @ 46" COVERFO @ 46" COVERE @ 62" COVERGAS @ 30" COVERWATER @ 62" COVEREX. ELECTRICALFW @ 74" COVERFW @ 62" COVERGAS @ 30" COVERFO @ 46" COVERFW @ 62" COVERFW @ 74" COVERFO & CABLE @ 30" COVERE @ 46" COVERFW @ 48" COVERWATER @ 30" COVEREX. ELECTRICALPAGE 2 OF 2 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Wednesday, May 24, 2023 10:29 AM To:McCaffrey, Sean Cc:Ben Gulstad; Travis Dunn; Nelson, Trevor Subject:BLDG-2531-2020 KIVA Office - 3 Mechanical Sheets Attachments:22150_M2.20.pdf; 22150_M1.00.pdf; 22150_M2.10.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Sean, We added a revision to permit of 3 mechanical sheets to the online portal under BLDG-2531-2020. We have previously approved architectural changes that were approved on August 2, 2022 and these three sheets are to make the mechanical duc Ɵng layout match the approved architectural set. Below is a link to the current permit set for your reference, which shows the approved architectural layout. hƩps://arris.egnyte.com/dl/zPd1FCGCGl Is this something you are able to review in house since we are trying to finalize this project for close out and occupancy? Please let us know if you have any quesƟons. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com EXISTING LOBBY(NOT 150LAUREL CREEK LLC A2008612/03/20221150 LAUREL LANE STE. 175 SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.10MECHANICAL FLOOR PLANMECHANICAL FIRST FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTHREFERENCE NOTES OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM1.00MECHANICAL SCHEDULES, NOTES, LEGEND & ABBREVIATIONS HVAC LEGEND4FLEX CONN. INSTALLATIONDIFFUSER CONNECTION2TYPICAL FLEX DUCT HANGER5CONDENSER MOUNTING16ROUND VOLUME DAMPERHVAC ABBREVIATIONSCEILING CASSETTE MOUNTING3TYPICAL RETURN AIR TRANSFER DUCT7GRILLE, REGISTER & DIFFUSER SCHEDULEFLOOR/CEILING FIRE DAMPER8SPLIT SYSTEM HEAT PUMP SCHEDULE EXISTING 150LAUREL CREEK LLC A2008612/03/20221150 LAUREL LANE STE. 175 SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.10MECHANICAL FLOOR PLANMECHANICAL FIRST FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTHREFERENCE NOTES 1KJHGFEDCBAKJHGFEDCBA23456789101112123456789101112ARCHITECT OF SAN LUIS OBISPO, CA 93401 (310) 990-6897 LAUREL CREEK - KIVA OFFICE TI 1150 LAUREL LANE, ST.180, SAN LUIS OBISPO 93401 LAUREL CREEK WAREHOUSEM2.20MECHANICAL FLOOR PLANMECHANICAL SECOND FLOOR PLAN - KIVA OFFICESK12SCALE: 1/4 = 1'-0"PROJECTNORTHTRUENORTH 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Wednesday, May 24, 2023 8:24 AM To:McCaffrey, Sean; Loew, Michael Cc:Nichols, Vanessa; Ben Gulstad Subject:RE: BLDG-2788-2022 Laurel Creek - 44 Apartment Set Attachments:BLDG-2788-2022 Laurel Creek - 44 Apartment 2nd Plan Check Responses.pdf; 2023.04.28; SWCP Laurel Warehouse Remodel.pdf Hi Sean, A Teams meeƟng will work great! We are available Thursday morning unƟl 11:30am and aŌer 3:30pm. On Friday, we are available from 10:30am to noon or between 1:30 and 5pm. AƩached are the responses for your review as well as the revised SWCP and below is the water heater manual for reference. hƩps://arris.egnyte.com/dl/h2oiCPrAS7 Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: McCaffrey, Sean <smccaffrey@slocity.org> Sent: Wednesday, May 24, 2023 6:52 AM To: Loew, Michael <Mloew@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Nichols, Vanessa <vnichols@slocity.org> Subject: RE: BLDG-2788-2022 Laurel Creek - 44 Apartment Set Heather, Can we do this over a team’s meeƟng tomorrow or Friday? This would save you a trip down to the city. If we can please send over plan check comment response so I can review before meeƟng. -Sean From: Loew, Michael <Mloew@slocity.org> Sent: Wednesday, May 24, 2023 6:44 AM To: McCaffrey, Sean <smccaffrey@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Nichols, Vanessa <vnichols@slocity.org> Subject: FW: BLDG-2788-2022 Laurel Creek - 44 Apartment Set Hi Heather, I am looping Sean into this. Him and I are at a conference today, but he may have availability tomorrow or early next week. Mike Loew Deputy Building Official 2 Community Development E Mloew@slocity.org T 805.781.7157 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Tuesday, May 23, 2023 5:08 PM To: Loew, Michael <Mloew@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: BLDG-2788-2022 Laurel Creek - 44 Apartment Set This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Mike, We are ready to resubmit the 44 Apartment set and since the comments were minor, we were hoping to meet and go through the remaining comments in house. Please let us know if this is possible. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com Stormwater Control Plan for Post Construction Requirements Exhibit 4 Application Submittal Where directions state “Done” that means no additional information or forms below that point needs to be filled out or furnished. See Exhibits for Watershed Management Zones, Basins, & Urban Sustainability Areas Use “n/a” where information requested is not applicable. If you are unsure regarding how to fill out any of the information, please come in and request assistance from a staff person. Project Information Step 1 Applicant Name: Application No: Project Name: Location Address: Location APN: Site Zoning: Project Type: Commercial Detached Single Family Residential Industrial Multi-unit Residential Mixed Use Public Project Phase: Project Description: Total Project Site Area = (a) Total New Impervious Surface Area = (b) Total Replaced Impervious Surface Area = (c) Total Existing Impervious Area = (d) Total Impervious Area of Completed Project = (e) Net Impervious Area: (a+b) – (c-d) = OR where (c-d) is a negative number: (a+b) = Your project is NOT subject to Post Construction Requirements if… Step 2 Area (a+b) of project is < 2,500 square feet – Done OR Area (a+b) of project is > 2,500 square feet, and is a project type listed below ( type) – Done Road & parking surface repair – slurry & fog & crack seal, pothole & spot patching, overlay & resurfacing & other damage repair with no expansion Road & parking shoulder grading Road & parking cleaning, repairing, maintaining, reshaping, regarding drainage systems Sidewalk & bike path / lane project – no other impervious surface created and runoff is directed to vegetated area Curb & gutter improvement or replacement – no other impervious created Underground utility project – surface replaced in kind Utility vaults – Ex: lift stations, backflows Fuel storage – above ground with spill containment Photovoltaic systems – on existing impervious surface, over pervious surface with vegetated cover, buffer strip at the most down gradient row of panels Second story – no increase in building footprint Decks & stairs & walkways – raised with space below for drainage Temporary structures – in place less than 6 months Trails and pathways, where no other impervious surfaces are replaced or created, and built to direct stormwater runoff to adjacent vegetated areas. Stormwater Control Plan for Post Construction Requirements Otherwise, your project is subject to the Post Construction Requirements Project Site Details Step 3 Watershed Management Zone: Urban Sustainability Area Name: Meet USA Conditions See Area calculations in Step 1 to compare to thresholds in each Step below Where directions state “Go To”, fill out and attach the referenced Form and any supporting documents Step 4 Project is > 2,500 square feet Yes ‐ Go To Requirement 1 – Site Design & Runoff Reduction ‐ Form 1 AND THEN Go To Step 5 Step 5 Detached single family residential project where Area (e) is > 15,000 square feet OR Project where Area (e) > 5,000 square feet Yes ‐ Go To Requirement 2 – Water Quality Treatment ‐ Form 2 AND THEN Go To Step 6 No ‐ Done Step 6 Detached single family residential project where Area (e) > 15,000 square feet OR Project where Area (a+b) > 15,000 square feet AND is in Watershed Management Zone 4,7,10 over a ground water basin OR in Zone 1,2,5,6,8,9 Yes ‐ Go To Requirement 3 – Runoff Retention ‐ Form 3 AND THEN Go To Step 7 No ‐ Done Step 7 Project where Area (a+b) > 22,000 square feet AND is in Watershed Management Zone 1,2,3,6,9 Yes ‐ Go To Requirement 4 – Peak Management ‐ Form 4 No ‐ Done Exhibits 1. Watershed Management Zones 2. Groundwater Basin Location 3. Watershed Management Zone Revision Request 4. Urban Sustainability Conditions and Maps of Approved Areas Stormwater Control Plan for Post Construction Requirements Form 1 Requirement 1 – Site Design and Runoff Reduction: Identify the strategies used to reduce runoff through site design. Strategies 1-5 required. Describe or attach simple plan details for 1. – 5. 1.Limit disturbance of creeks and natural drainage features and setback development from these features. 2.Minimize compaction of highly permeable soils 3.Minimize clearing of native vegetation and grading, conserving natural areas and maximizing undisturbed areas, and developing along natural landforms. 4.Minimize impervious surfaces including roadways and parking lots 5.Do one of the following: Direct roof run off into cistern, rain barrel, or vegetated area Direct driveway, walkways, patios, and/or parking area into vegetated area Construct surfaces (bike lanes, walks, driveways, parking areas,patios) with permeable surfaces 6.Other (Optional): Identify strategy(s) and describe or show how it will be done in the project. Stormwater Control Plan for Post Construction Requirements Form 2 Requirement 2 – Water Quality Treatment: (Reference Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region – Adopted July 12, 2013 California Regional Water Quality Control Board Central Coast Region – for details regarding requirements – Section B.3 and Section C. Alternative Compliance.) Treatment Location On Site Off Site - Alternative Compliance Measure Used 1. Harvesting, infiltration, evapotranspiration 2. Bio-filtration Treatment (Document inability to use 1.) 3. Non-Retention Based Treatment (Document inability to use 1. or 2.) Description of structural controls: Alternative compliance measures: Attachments Attach treatment/sizing calculations, including any volume treated with off-site compliance. Attach construction and planting details and specifications for bio-filtration options Attach documentation regarding Treatment Measure selection Attach infeasibility analysis where alternative compliance is proposed. Certification I certify that the systems selected and sized, as demonstrated in the attached calculations, meet the Water Quality Treatment required for this project per the Post Construction Requirements adopted by the Central Coast Regional Water Quality Control Board. Where identified in the attached documentation, Water Quality Treatment will be met through alternative compliance. Signature Date Stormwater Control Plan for Post Construction Requirements Form 3 Requirement 3 – Runoff Retention: (Reference Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region – Adopted July 12, 2013 California Regional Water Quality Control Board Central Coast Region – for details regarding requirements – Section B.4 and Section C. Alternative Compliance.) If a revision to the site’s Watershed Management Zone is being requested, attach Watershed Management Revision Request Form (Exhibit) and supporting documentation. Rainfall maps are available from the Regional Water Quality Control Board Site Assessment Measures Summary Attach documentation of the following information: Site topography Development envelope Hydrologic features including natural areas, wetlands, watercourses, seeps, springs, and required setbacks Vegetative cover including trees Open space requirements Location of groundwater wells used for drinking water Depth to seasonal high groundwater Soil types and hydrologic soil groups Depth to impervious layer such as bedrock Presence of unique geology (e.g. karst) Geotechnical hazards Existing structures, utilities, and drainage infrastructure including municipal storm drain system components Existing easements and covenants Documented soil or groundwater contamination Source and estimated stormwater run-on from offsite, coming to project area Drainage Management Areas (B.4.d.iii) Drainage management strategies by Drainage Management Area Runoff reduction measures and any structural control measures by Drainage Management Area (or full site as appropriate) Technical infeasibility limits on-site compliance 10% of equivalent impervious surface area is dedicated to retention based stormwater control measures – No alternative compliance for retention Runoff volume - compliance not achieved on-site: Alternative compliance for retention proposed Runoff volume – compliance not achieved onsite: Runoff volume – alternative compliance used: Analysis and Sizing Attach calculated Tributary Areas and Design Volumes per the Post Construction Stormwater Management Requirements – Attachment D Adjustment made for redevelopment Adjustment made for being in, and meeting requirements of, an Urban Sustainability Area Stormwater Control Plan for Post Construction Requirements Form 3 Control Mechanism Site in Zone 1, 4, 7, and/or 10 and over groundwater basin 95th percentile event retained via infiltration Finding of technical infeasibility – Structural Stormwater Measure proposed Site in Zone 2 95th percentile event retained via storage, harvesting, infiltration, and/or evapotranspiration Finding of technical infeasibility – Structural Stormwater Measure proposed Site in Zone 5 and/or 8 85th percentile event retained via infiltration Finding of technical infeasibility – Structural Stormwater Measure proposed Site in Zone 6 and/or 9 85th percentile event retained via storage, harvesting, infiltration, and/or evapotranspiration Finding of technical infeasibility – Structural Stormwater Measure proposed Attachments Attach Attachment D calculations for hydrologic analysis and stormwater control measure sizing Attach discussion of technical infeasibility for structural stormwater measure, where proposed in lieu of preferred storage, harvesting, infiltration, and/or evapotranspiration, include justification for any non- retention based controls Attach documentation of technical infeasibility for on-site compliance, including a site specific hydrologic and/or design analysis supporting findings Attach description of alternative compliance project including a summary description of pollutant and flow reduction comparing the expected aggregate results of the alternate project to the results that would otherwise have been achieved by meeting the numeric performance requirements onsite. Attach Attachment E calculations for retention requirement adjustment for technical infeasibility Attach Attachment F calculations for off-site retention requirements Attach agreement for alternative compliance site use, for purposes of achieving compliance Attach Operations and Maintenance Plan for all stormwater control measures (include any Peak Management facilities) Post-Construction Owner Identification At the time of completion of the construction work, and the shift to post-construction stormwater controls, the below listed owner is responsible for Operations and Maintenance of stormwater control measures: (If responsibilities are divided, list all responsible owners and associated measures.) Certification I certify that the systems selected, sized, and designed as demonstrated in the attached calculations, meet the Runoff Retention Performance Requirement for this project per the Post Construction Requirements adopted by the Central Coast Regional Water Quality Control Board. Where identified in the attached documentation, Runoff Retention will be met through alternative compliance. Signature Date Stormwater Control Plan for Post Construction Requirements Form 4 Requirement 4 – Peak Management (Reference Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region – Adopted July 12, 2013 California Regional Water Quality Control Board Central Coast Region – for details regarding requirements – Section B.5) Show any stormwater control measures used to meet the requirements of this section, in the documentation and attachments required for Retention (Form 3), including in all mapping and Operations and Maintenance materials. Peak Management Compliance Post-development peak flows, discharged from the site, do not exceed pre-project peak flows for the 2 through 10 years storm events. Technical infeasibility limits on-site compliance Alternative compliance for retention proposed Runoff volume – compliance not achieved onsite: Runoff volume – alternative compliance used: Attachments Attach calculations showing pre-project discharge and post-project discharge for the 2 through 10 year storm events Attach documentation of technical infeasibility for on-site compliance, including a site specific hydrologic and/or design analysis supporting findings Attach description of alternative compliance project including a summary description of pollutant and flow reduction comparing the expected aggregate results of the alternate project to the results that would otherwise have been achieved by meeting the numeric performance requirements onsite. Attach agreement for alternative compliance site use, for purposes of achieving compliance Post-Construction Owner Identification At the time of completion of the construction work, and the shift to post-construction stormwater controls, the below listed owner is responsible for Operations and Maintenance of the peak management control measures: (If responsibilities are divided, list all responsible owners and associated measures.) Certification I certify that the systems selected, sized, and designed as demonstrated in the attached calculations, meet the Peak Management requirements for this project per the Post Construction Requirements adopted by the Central Coast Regional Water Quality Control Board. Where identified in the attached documentation, Peak Management will be met through alternative compliance. Signature Date . 6 5 INVER T : 2 4 0 .25DROP IN LET : 245 .36 IN VERT : 242 .91SDSDCO W EWG G GEE Ashley&VanceENGINEERING, INC.1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LDRAINAGE EXHIBITN181058.1703/06/2022LAUREL CREEKSAN LUIS OBISPO, CA 93401PRE-CONSTRUCTION - LAUREL CREEKWAREHOUSE REMODELS:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Warehouse Remodel 44 apts\02_30x42\03_EXHIBITS\31 & 44 COMBINED HYDROLOGY SHEETS.dwg, PRE, Feb 24, 2023 11:37am, Evan 0100100200HORIZONTAL SCALE: 1" = 100' LEGENDPERVIOUS AREA5,660SFIMPERVIOUSAREA47,585SFTOTAL AREA53,245SFTRUENORTHPLANNORTHNIMPROVEMENTS ON PERMIT# GRAD 1037-2020 NO LONGERBEING CONSTRUCTED : 246 .65 INVERT : 240 . 2 5 DROP IN LET : 245 .36 IN VERT : 242 .91SDSDCO W EWG G GEE Ashley&VanceENGINEERING, INC.1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LDRAINAGE EXHIBITN181058.1703/06/2022LAUREL CREEKSAN LUIS OBISPO, CA 93401POST CONSTRUCTION - LAUREL CREEKWAREHOUSE REMODELS:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Warehouse Remodel 44 apts\02_30x42\03_EXHIBITS\31 & 44 COMBINED HYDROLOGY SHEETS.dwg, POST, Mar 03, 2023 2:00pm, Evan 0100100200HORIZONTAL SCALE: 1" = 100' TRUENORTHPLANNORTHN31 APARTMENT AREASNEW PERVIOUS AREA6,005 SFNEW/REPLACEDIMPERVIOUS AREA20,540 SF44 APARTMENT AREASNEW PERVIOUS AREA6,470 SFNEW/REPLACEDIMPERVIOUS AREA3,400 SFWARE HOUSE REMODELNEW/REPLACEDIMPERVIOUS AREA23,940 SFCUMULATIVE (INCLUDINGPREVIOUSLY PERMITTEDAREAS) NEW/REPLACEDIMPERVIOUS AREA25,900 SFPREVIOUSLY PERMITTED AREASPERMITTEDNEW/REPLACEDIMPERVIOUS AREA1,960 SFIMPROVEMENTS ON PERMIT# GRAD 1037-2020 NO LONGERBEING CONSTRUCTEDREPAIRED IMPERVIOUS AREAREPAIRED IMPERVIOUSAREA14,900 SF : 246 .65 INVERT : 240 . 2 5 DROP IN LET : 245 .36 IN VERT : 242 .91SDSDCO W EWG G GEEWWEEGEW249248FR Ashley&VanceENGINEERING, INC.1413 Monterey StreetSan Luis Obispo, CA 93401 (805) 545-0010 (323) 744-0010www.ashleyvance.comC I V I L S T R U C T U R A LDRAINAGE EXHIBITN181058.1703/06/2022LAUREL CREEKSAN LUIS OBISPO, CA 93401DRAINAGE MANAGEMENT AREAS -LAUREL CREEK WAREHOUSE REMODELS:\All Jobs\2018 All Jobs\181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Warehouse Remodel 44 apts\02_30x42\03_EXHIBITS\31 & 44 COMBINED DMA EXHIBIT.dwg, DMAs, Mar 03, 2023 1:37pm, Evan 0100100200HORIZONTAL SCALE: 1" = 100' TRUENORTHPLANNORTHNIMPROVEMENTS ON PERMIT# GRAD 1037-2020 NO LONGERBEING CONSTRUCTEDDMA 1.28BIO 1.2PAV 1.1PAV 2.1PAV 2.3BIO 1.5DMA 2.2DMA 1.17DMA 1.16DMA 1.13DMA 1.14DMA 1.15DMA 2.10 PAV 2.2PAV 1.2DMA 1.11DMA 1.8DMA 1.6DMA 1.2DMA 1.1DMA 2.17DMA 2.16DMA 2.14DMA 2.12DMA 2.5DMA 2.6DMA 2.7DMA 2.4DMA 2.3DMA 1.3DMA 1.18DMA 1.23DMA 1.22DMA 1.21DMA 1.25DMA 1.26DMA 1.27BIO 1.1DMA 1.20DMA 0.1DMA 2.11DMA 2.13DMA 2.15DMA 1.4DMA 1.5DMA 1.10DMA 1.24BIO 1.3BIO 2.1DMA 2.8BIO 1.4DMA 2.1DMA 2.18DMA 2.19DMA 2.20DMA 2.21DMA 2.22DMA 2.9DMA 1.7DMA 1.19DMA 1.12DMA 1.29DMA 1.9DMA 2.24DMA 2.23BANG THE DRUM AREASNEW IMPERVIOUS AREA31 APARTMENT AREASNEW PERVIOUS AREANEW/REPLACED IMPERVIOUS AREA44 APARTMENT AREASNEW PERVIOUS AREANEW/REPLACED IMPERVIOUS AREABIO PLANTERPERVIOUS PAVER SECTIONREPAIRED IMPERVIOUS AREADMA 1.28PAV 1.3DMA 1.30DMA 2.25 1327 ARCHER STREET, SUITE 220, SAN LUIS OBISPO, CA 93401 | P: (805) 547-2240 | W: ARRIS-STUDIO.COM THOMAS E. JESS, ARCHITECT #C27608 | STEPHEN A. RIGOR, ARCHITECT #C33672 | ADRIANA J. COOK, ARCHITECT #ARI-6543 May 18, 2023 CITY OF SAN LUIS OBISPO Vanessa Nichols Phone: (805) 781-7588 Email: vnichols@slocity.org REGARDING: Laurel Creek Warehouse – 44 Apartments 1150 Laurel Lane San Luis Obispo, CA 93401 APPLICATION: BLDG-2788-2022 PLAN CHECK: March 21, 2023 (via email) Laurel Creek Warehouse – 44 Apartments BLDG-2788-2022 BUREAU VERITAS – ENERGY COMMENTS 12. Include both the Permit and Final Inspection Certificates of Compliance (links available on the page above and copied below). https://www.slocity.org/home/showpublisheddocument/33859/638131058424530000 https://www.slocity.org/home/showpublisheddocument/33861/638131059300970000 RESPONSE: Per Certificate of Compliance code reference SLOMC1717 Section B: "The provisions contained in this chapter are applicable to newly constructed buildings, including those that are built after a demolition, whose building permit applications have been submitted on or after January 1, 2023." This project permit is not a newly constructed building and was submitted before January 1, 2023, and therefore is not required to comply with these Certificates. BUREAU VERITAS – PLUMBING COMMENTS 20. Water heating recirculation systems shall meet the following requirements: CEnC, Sec. 110.3(c)(4). vi. Controls not found on 61/P0.30. RESPONSE: Please see P0.30 detail 61 for the updated Water Heater Piping Schematic and the attached pdf page 80 for control details. BUREAU VERITAS – STRUCTURAL COMMENTS 25. 14/S3.2 appears to show shear transfer through gypsum board ceiling as diaphragm. No engineered values for gypsum diaphragm found in SDPWS, please clarify. RESPONSE: All Details at the 2nd level ceiling has been updated to include ceiling sheathing and boundary nailing to complete the shear path. Sheathing and corresponding nailing have been added to structural plans in the general framing notes. Laurel Creek Warehouse – 44 Apartments PLAN CHECK RESPONSE: PLAN CHECK 2 1150 Laurel Lane, San Luis Obispo, CA 93401 PAGE 2 1327 ARCHER STREET, SUITE 220, SAN LUIS OBISPO, CA 93401 | P: (805) 547-2240 | W: ARRIS-STUDIO.COM THOMAS E. JESS, ARCHITECT #C27608 | STEPHEN A. RIGOR, ARCHITECT #C33672 COMMUNITY DEVELOPMENT - GENERAL 26. Please indicate here if any new changes have been made to the plans that are not a result of the corrections from this list. Briefly describe the type of changes and their location on the plans. RESPONSE: · An on-site development resulted in relocating an existing fire riser in the Northwest corner of the warehouse outside the warehouse footprint into a proposed fire riser closet with direct access from grade. FIRE-1268-2023 is under review with the Fire Department. · Exterior lighting plans and calcs that previously referenced but was missing from approved revision to permit of BLDG-1885-2020 have been shown proposed in this project phase scope. See sheet E1.02. COMMUNITY DEVELOPMENT - UTILITIES DEPARTMENT 20. Please email Kyle Anderson a complete set of pdf plans with the response to comments of the next submittal to kanderso@slocity.org. RESPONSE: Understood 6. Partial comment remains. Invert on civil plans doesn’t appear to match the invert shown on the plumbing plans. RESPONSE: Sewer invert point of connection picked up under Civil scope on 31 Apartment set revised under delta 25 per permit PLREV-0123-2023 approved on 5/8/2023 by City. NEW COMMENTS – 3/15/2023 (NICK TEAGUE) 19. L2.00 - Need to show a temporary point of connection to potable water, such as a hydrant. Recycled water will not be available for irrigation until, a recycled water application has been approved by the City, as-built plans are reviewed and approved by the City, DDW, and Regional Board, and a cross-connection test has been performed. RESPONSE: Sheet L2.00 - Temporary point of connection to potable water is shown. 20. L2.00 - It is not clear if Area ‘E’ be irrigated with potable water. RESPONSE: Sheet L2.00 - Area ‘E’ is currently irrigated with potable water, system will remain intact under this scope of work; note added. 21. L2.00 - It appears that hydrozone A1 crosses the lot line for Parcel 1. If that is the case, this area will need to be separated into 2 separate zones with one connected to the irrigation system that currently exists in Parcel 4. RESPONSE: Sheet L2.00 - Hydrozone A1 is separated into 2 separate zones with one connected to the irrigation system that currently exists in Parcel 4 so that system does not cross the lot line for Parcel 1. 22. L2.00 - Hydrozone A1 crosses outside the Limit of Work. RESPONSE: Sheet L2.00 - Hydrozone A1 is modified so that it does not cross outside the Limit of Work. Sheet L6.00 planting is modified to match. 23. L1.00 and L2.00 - Additional recycled water signs are needed to meet city requirements. Advisory signs must be placed where they can be easily seen. To the extent necessary to advise a passerby, signs must be posted at the property line near crosswalks, at driveway entrances, at outdoor eating areas. For streetscapes, place signs at street corners as appropriate to notify passerby. Signs must be placed no further than 1,000 feet apart. RESPONSE: Sheet L1.00 and L2.00 - Additional recycled water signs are shown to meet city requirements. Laurel Creek Warehouse – 44 Apartments PLAN CHECK RESPONSE: PLAN CHECK 2 1150 Laurel Lane, San Luis Obispo, CA 93401 PAGE 3 1327 ARCHER STREET, SUITE 220, SAN LUIS OBISPO, CA 93401 | P: (805) 547-2240 | W: ARRIS-STUDIO.COM THOMAS E. JESS, ARCHITECT #C27608 | STEPHEN A. RIGOR, ARCHITECT #C33672 COMMUNITY DEVELOPMENT - ENGINEERING 1. Partial comment remains- Please revise page 2 of Exhibit 4. Step 6 and Step 7 should be marked as, “yes”. RESPONSE: Step 6 and Step 7 are now marked as "yes", see page 2 of the revised SWCP. 2. Comment remains- Also provide a copy of the block on the cover sheet of the plans- (new item) Please include which sheet in plans PCR requirements can be found. RESPONSE: Stormwater Compliance block is now provided, see Sheet C-0.1. COMMUNITY DEVELOPMENT – ENGINEERING – COA’s 9. Partial comment remains- Sheet A2.10, Reference Note 3219- Existing Ramp and warnings detail not found on Sheet A0.23 RESPONSE: Reference note on Sheet A2.10 has been revised to reference correct sheet, A0.24. 10. Partial comments remains- Add notation to cover sheet of Landscaping Plans. RESPONSE: Sheet L6.00 - Notation added to planting plan on sheet L6.00 COMMUNITY DEVELOPMENT – TRANSPORTATION 1. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. RESPONSE: The separate permit set previously referenced lacked notation to pickup bollard lighting in question. Bollards have been revised to be installed under this permit and operational prior to final occupancy. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). RESPONSE: Noted FEES/ADDRESSING 3. COMMENT REMAINS. RESPONSE: See cover sheet A0.00 for list of existing and proposed water meter sizes. 4. Please clarify if trash enclosures are new or existing (included in this scope of work?) RESPONSE: Trash enclosure #1 is new and included in the scope of work for this permit. Trash enclosures #2 & #3 are existing to remain, under the scope of a separate permit. Note: Removed reference to #3 enclosure being similar to #1 in detail E6 & H6/A2.20 titles. 6. Final fees pending response to comments and other department reviews. RESPONSE: Noted Thank you for this plan review. Please feel free to call or contact us with any questions or comments. Sincerely, ARRIS STUDIO ARCHITECTS Ben Gulstad Phone: (805) 547-2240 ext.123 Email: bgulstad@arris-studio.com 1 From:Jim Henahan <Jim@ptrutnerfpe.com> Sent:Monday, May 8, 2023 2:21 PM To:Travis Vazquez; Kari Wagner Cc:Chuck Braff; Juan Alvarez; Barcenas, Miguel; Henderson, Marcus Subject:RE: Fire Flow Request - Orcutt and Laurel, SLO This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Travis, Thank you. On first read through this seems to address all the components I was looking for. I will reach out with any questions. Thanks, Jim James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com From: Travis Vazquez <TravisV@wallacegroup.us> Sent: Monday, May 8, 2023 1:29 PM To: Jim Henahan <Jim@ptrutnerfpe.com>; Kari Wagner <KARIW@wallacegroup.us> Cc: Chuck Braff <chuck@westpacinv.com>; Juan Alvarez <juan@ashleyvance.com>; Barcenas, Miguel <MBarcena@slocity.org>; Henderson, Marcus <mhenders@slocity.org> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Jim, Attached is the fire flow memo for the connection at Laurel Lane, based on the two scenarios you identified. Please let us know if you have any questions. Thank you, Travis Vazquez, PE 93534 CIVIL ENGINEER WALLACE GROUP | DEDICATION TO SERVICE® E: travisv@wallacegroup.us T: 805-544-4011 | C: 530-526-6367 612 Clarion Ct, San Luis Obispo, CA 93401 From: Jim Henahan <Jim@ptrutnerfpe.com> Sent: Monday, May 1, 2023 12:14 PM To: Travis Vazquez <TravisV@wallacegroup.us>; Kari Wagner <KARIW@wallacegroup.us> 2 Cc: Chuck Braff <chuck@westpacinv.com>; Juan Alvarez <juan@ashleyvance.com> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Travis and Kari, Now that City Utilities has given a preliminary thumbs-up to my proposal to draw fire water from two points of connection, I would like to ask you to run two additional fire flow models to support our permit submittal. Please see my attached PDF with descriptions of the two desired models/scenarios and let us know what the fee is so we can get this in motion. Thank you, Jim James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com From: Travis Vazquez <TravisV@wallacegroup.us> Sent: Monday, March 6, 2023 4:03 PM To: Jim Henahan <Jim@ptrutnerfpe.com> Cc: Kari Wagner <KARIW@wallacegroup.us> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Hi Jim, Kari forwarded me your message below. Yes you are correct, both the line on Laurel Lane and the one parallel to the railroad are in the Terrace Hill zone. And yes we could run the model with the two simultaneous demands. Let me know if you have any other questions. Thanks, Travis Vazquez, PE 93534 CIVIL ENGINEER WALLACE GROUP | DEDICATION TO SERVICE® E: travisv@wallacegroup.us T: 805-544-4011 | C: 530-526-6367 612 Clarion Ct, San Luis Obispo, CA 93401 From: Jim Henahan <Jim@ptrutnerfpe.com> Sent: Friday, March 3, 2023 2:48 PM To: Kari Wagner <KARIW@wallacegroup.us>; Chuck Braff <chuck@westpacinv.com> Cc: Brad Brechwald <BradB@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com>; juan@ashleyvance.com Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Kari, Thanks for this. I’ve been running calculations for an onsite, private fire water system for our project building using the information you provided. I have two questions at this time: 3 1. Please refer to my attached PDF – it looks to me like the existing building at 1150 Laurel Lane is fully within the city’s Terrace Hill water distribution zone. The reason I ask is because I am considering the merits of supplying the private fire water system from both the 16” CI line by the railroad tracks and the 8” water line in Laurel Lane. 2. If we go with two points of supply for the fire water system, are you able to run a water model with two simultaneous demands at different locations? (I realize this would be a new fire flow request with associated fees) Thanks, Jim James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com From: Kari Wagner <KARIW@wallacegroup.us> Sent: Friday, February 10, 2023 8:10 AM To: Chuck Braff <chuck@westpacinv.com> Cc: Jim Henahan <Jim@ptrutnerfpe.com>; Brad Brechwald <BradB@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Jim, Attached is the fire flow memo as requested. Please let me know if you have any questions. Thanks! Kari Wagner PE Principal/Director of Water Resources WALLACE GROUP | DEDICATION TO SERVICE® T 805 544-4011 | M 805 235-5445 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, February 9, 2023 3:57 PM To: Kari Wagner <KARIW@wallacegroup.us> Cc: Jim Henahan <Jim@ptrutnerfpe.com>; Brad Brechwald <BradB@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: Re: Fire Flow Request - Orcutt and Laurel, SLO The check has been cut and mailed to you. Please release the info to Jim and Paul. Chuck Braff M: 310.990.6897 On Feb 8, 2023, at 3:11 PM, Kari Wagner <KARIW@wallacegroup.us> wrote: Thank you Chuck! Kari Wagner PE Principal/Director of Water Resources WALLACE GROUP | DEDICATION TO SERVICE® T 805 544-4011 | M 805 235-5445 4 From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, February 8, 2023 3:11 PM To: Kari Wagner <KARIW@wallacegroup.us> Cc: Jim Henahan <Jim@ptrutnerfpe.com>; Brad Brechwald <BradB@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: Re: Fire Flow Request - Orcutt and Laurel, SLO Sharing with accounting now. Chuck 310.990.6897 Sent from my iPhone. On Feb 8, 2023, at 3:04 PM, Kari Wagner <KARIW@wallacegroup.us> wrote: Chuck, I do not issue invoices prior to the work for this. I will provide an invoice next month when we close billing but your invoice will be noted as paid in full. This email is notification of the cost and used as the invoice until the final invoice is made. I can get the fire flow memo done, but please be sure to remit payment within a week. Thanks! Kari Wagner PE Principal/Director of Water Resources WALLACE GROUP | DEDICATION TO SERVICE® T 805 544-4011 | M 805 235-5445 From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, February 8, 2023 3:00 PM To: Jim Henahan <Jim@ptrutnerfpe.com>; Brad Brechwald <BradB@wallacegroup.us> Cc: Paul Trutner <paul@ptrutnerfpe.com>; Kari Wagner <KARIW@wallacegroup.us> Subject: Re: Fire Flow Request - Orcutt and Laurel, SLO Kari- Can you please send me an invoice and I will get a check cut today? Also, given we are under a massive time crunch here and the safety of the building I am hoping Brad can vouch for payment coming and deliver the requested info directly to Jim and Paul please. Thank you. Chuck Braff M: 310.990.6897 On Feb 8, 2023, at 2:57 PM, Jim Henahan <Jim@ptrutnerfpe.com> wrote: Chuck, Please see below. In order to get current fire flow data for your building, we need to pay Wallace Group $350 upfront for them to run a model. (This is standard practice within the City of SLO) As you recall, fire flow testing is excluded from our proposal. 5 Please remit payment of $350 to Wallace Group at 612 Clarion Ct, San Luis Obispo so we can get this in the queue. (I already checked with Alpha and they do not have what I need) Thanks, Jim <image001.jpg> James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com From: Kari Wagner <KARIW@wallacegroup.us> Sent: Wednesday, February 8, 2023 2:34 PM To: Jim Henahan <Jim@ptrutnerfpe.com> Cc: Rob Miller <RobM@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Hi Jim, Not a problem. The price has changed slightly, It is now $350. Please remit payment to Wallace Group. Thanks! Kari Wagner PE Principal/Director of Water Resources WALLACE GROUP | DEDICATION TO SERVICE® T 805 544-4011 | M 805 235-5445 From: Jim Henahan <Jim@ptrutnerfpe.com> Sent: Wednesday, February 8, 2023 2:27 PM To: Kari Wagner <KARIW@wallacegroup.us> Cc: Rob Miller <RobM@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: Fire Flow Request - Orcutt and Laurel, SLO ** WARNING: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. ** Hi Kari, We are looking for static pressure and fire flow data for what I believe is a 16” water main serving the existing building at 1150 Laurel Lane. Please see my attached drawing for the location I am interested in. I understand you require payment upfront. Please confirm that the fee is still $300 and I will have our SLO-based client run a check over so you can get started. Please let me know if you have any questions. 6 Thank you, Jim <image001.jpg> James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Monday, May 22, 2023 9:13 AM To:Trees Cc:Chuck Braff Subject:1150 Laurel Lane - Tree Removal Application Attachments:1150LaurelLaneTreeRemovalApplication.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Please see the attached Tree Removal Application for 1150 Laurel Lane, San Luis Obispo. Attached is: - Photo Log - Site Drawing/Map - Proof of check that was mailed last week for the application - Filled Application Our Replanting plan will meet or exceed the expectations that are in accordance with Section 12.24.090.J The reason for removal is to bring in new underground utilities for the project site. Please call me if you have any questions. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\UTILITY SHEET.dwg, C-2.1, Jan 06, 2021 11:54am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:DIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT0202040HORIZONTAL SCALE: 1" = 20' SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058UTILITY PLANC-2.11.2.3.4.5.188(E) FH10' SEWEREASEMENTPER 860 O.R.137(E)EMPTY WATER METER BOX(E) WM FORPROPERTYTO SW(E) JP(E) JP(E) JP(E) SSMH(E) SSMH(E) WV(E) WV(E) WV(E) WV(E) WV(E) 2" IRR. METER IN VAULTTO REMAIN(E) 1" WM INVAULT TO BERELOCATED TO(E) METER BOXFOR PARCEL 1,VAULT TO BEABANDONEDPER CITY(E) 2" PLASTIC GAS LINE TOREMAIN IN GAS EASEMENT ASSHOWN ON PM SLO 19-0114CONSTRUCTION NOTES:DEVELOPER TO CONTRACT WITH PG&E TO INSTALL A STREETLIGHT ARM AND TYPE 2 LEDLUMINAIRE, PER CITY STANDARD DETAIL 7910, ON (E) WOOD JOINT UTILITY POLE.DEVELOPER TO CONTRACT WITH THE GAS CO. TO INSTALL 1-1/4" GAS LINE FROM (E) 2" GASLINE TO NEW METER AT (E) BUILDING, AND ABANDON (E) GAS SERVICE LINE PER GAS COREQUIREMENTS. NOTE: GAS EASEMENT PER SEPARATE DOCUMENT TO BE RECORDED WITHPM SLO 19-0114.RELOCATE (E) 1" METER TO (E) EMPTY METER BOX PER CITY STANDARD DETAIL 6210 AND 6220INSTALL NEW 1" METER (BY OTHERS) IN NEW METER BOX FOR EXISTING BUILDING ON PARCEL 2PER CITY STANDARD DETAIL 6210 AND 6220.INSTALL 2" WATER SERVICE WITHIN PARCEL 1 BOUNDARY FROM METER AND TIE INTO (E)DOMESTIC WATER LINE SERVING (E) BUILDINGS PER CITY STANDARD DETAIL 6110, 6210, AND6220. MAINTAIN MIN. 5' SEPARATION FROM PROPERTY LINE, MIN. 2' SEPARATION FROM (E) FIREWATER LINE.E1G1W1W2W3W2W3(E) SMHW115' PUE PER PMSLO 19-0114CAMDEN LANE 30'15'15'LAUREL LANE(E) 8" FIRE WATERLINE(E) FHPM SLO 19-0114BOUNDARYN (E) 8" WATER MAINE110' STREET TREEEASEMENT PER PMSLO 19-0114PARCEL 21160 LAUREL LANEPARCEL 3(VACANT)PARCEL 4(VACANT)G1PARCEL 11150 LAUREL LANE(WAREHOUSE)W3W3W3W3(E) GASVALVE& (P)METER(E) 1-1/4"GAS FROMWAREHOUSETO BE TOBE ABAND.(E) 2" DOMESTICWATER SERVICELINE TO BE ABAND.(E) BLDG.(E) 8" FIREWATER LINE(E) 2" WATER SERVICE TO (E)WAREHOUSE TO BE ABAND.,POTHOLE & VERIFY (E)WATERLINE LOCATION ANDPOC(s) TO BUILDING PROPERTY LINEPER PM SLO19-011443' 43'(E) CONC WALK(E) CONC WALK(E) 8" SEWER MAIN(E) 6" SEWER MAIN(E) 2" WATERSERVICE TO (E)WAREHOUSE,TO BE ABAND.(E) 2" PLASTIC GAS LINETO (E) WAREHOUSE TOREMAININSTALL TEEPM SLO 19-0114BOUNDARY3'(E) 4" SEWERLATERALTO REMAIN(E) 15" PUBLICSEWER MAIN(E) TRASHENCLOSURE(E) UGELEC.(E)UNDERGROUNDELEC.(E) CURB, GUTTER & SIDEWALK(E) 8" FIRE WATER LINECOMM. EASEMENTPER 2000-048696 &2002-031852PM SLO19-0114BOUNDARYPM SLO19-0114BOUNDARYW3(E) WATERSHUT-OFFVALVE(E) WATERLINE TOWAREHOUSE TO REMAIN5'10' GAS EASEMENTPER INST# 2020-059399 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Monday, May 22, 2023 10:33 AM To:Montoya, Chase Subject:1150 laurel Lane - PG&E and Concrete Improvements Attachments:1150LaurelLaneTreeRemovalApplication.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Chase, Thank you for coming to the site on Friday. Couple of things that we discussed; - Tree Removal Application: Just paid the processing fee last week and sent in the application. There are about 20 trees, the majority of them being Pine trees, that are located in the approved PG&E utility plans for the BLDG-1885-2020. Need clarification on if these are city trees and how to move forward with the removal process. Hoping the permitting to remove these trees won’t be more than a month. (fingers crossed) - Bus Stop: Relocating the bus stop around 200 feet North of the current location for the concrete/utility improvements. There is a bus stop at the top of Laurel Lane, but if we need to plant a temporary one mid-block, we can do so. Let me know what your thoughts are or who I should get in contact with regarding this. - Camden Ln: Can Camden Ln be temporarily closed where it meets with Laurel Lane or does it need to be a multi phased closure due to fire lane requirements? See you tomorrow. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 181058 - 1160 Laurel Creek - Braff\02_Working Drawings\Subdivision Improvement Plans\02_ONSITE\UTILITY SHEET.dwg, C-2.1, Jan 06, 2021 11:54am, Miles Engineer of Record:Plan Prepared By:The use of these plans and specifications shall berestricted to the original site for which they wereprepared and publication thereof is expressly limited tosuch use. Reproduction or publication by any method,in whole or in part, is prohibited. Title to these plans andspecifications remain with Ashley & Vance Engineering,Inc. without prejudice. Visual contact with these plansand specifications shall constitute prima facie evidenceof the acceptance of these restrictions.Ashley&Vance ENGINEERIN G, IN C. 1413 Monterey Street San Luis Obispo, CA 93401 (805) 545-0010 www.ashleyvance.comC I V I L S T R U C T U R A LEENINo. 67732TSCTAEFOIGER AIOFILACLIVNR RERPTR U I TTG.VANCES DE RET FONOILAGNEISSRevisions:Project Engineer:Project Manager:Date:AV Job No:Scale:PER PLANSheet Size:24" x 36"Ext:DIAL TOLL FREE811 OR(1-800-227-2600)AT LEAST TWO DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT0202040HORIZONTAL SCALE: 1" = 20' SUBDIVISION IMPROVEMENT PLANS PM-SLO-19-0114 LAUREL LANE SAN LUIS OBISPO, CA 93401MDLCEF01.06.2021181058UTILITY PLANC-2.11.2.3.4.5.188(E) FH10' SEWEREASEMENTPER 860 O.R.137(E)EMPTY WATER METER BOX(E) WM FORPROPERTYTO SW(E) JP(E) JP(E) JP(E) SSMH(E) SSMH(E) WV(E) WV(E) WV(E) WV(E) WV(E) 2" IRR. METER IN VAULTTO REMAIN(E) 1" WM INVAULT TO BERELOCATED TO(E) METER BOXFOR PARCEL 1,VAULT TO BEABANDONEDPER CITY(E) 2" PLASTIC GAS LINE TOREMAIN IN GAS EASEMENT ASSHOWN ON PM SLO 19-0114CONSTRUCTION NOTES:DEVELOPER TO CONTRACT WITH PG&E TO INSTALL A STREETLIGHT ARM AND TYPE 2 LEDLUMINAIRE, PER CITY STANDARD DETAIL 7910, ON (E) WOOD JOINT UTILITY POLE.DEVELOPER TO CONTRACT WITH THE GAS CO. TO INSTALL 1-1/4" GAS LINE FROM (E) 2" GASLINE TO NEW METER AT (E) BUILDING, AND ABANDON (E) GAS SERVICE LINE PER GAS COREQUIREMENTS. NOTE: GAS EASEMENT PER SEPARATE DOCUMENT TO BE RECORDED WITHPM SLO 19-0114.RELOCATE (E) 1" METER TO (E) EMPTY METER BOX PER CITY STANDARD DETAIL 6210 AND 6220INSTALL NEW 1" METER (BY OTHERS) IN NEW METER BOX FOR EXISTING BUILDING ON PARCEL 2PER CITY STANDARD DETAIL 6210 AND 6220.INSTALL 2" WATER SERVICE WITHIN PARCEL 1 BOUNDARY FROM METER AND TIE INTO (E)DOMESTIC WATER LINE SERVING (E) BUILDINGS PER CITY STANDARD DETAIL 6110, 6210, AND6220. MAINTAIN MIN. 5' SEPARATION FROM PROPERTY LINE, MIN. 2' SEPARATION FROM (E) FIREWATER LINE.E1G1W1W2W3W2W3(E) SMHW115' PUE PER PMSLO 19-0114CAMDEN LANE 30'15'15'LAUREL LANE(E) 8" FIRE WATERLINE(E) FHPM SLO 19-0114BOUNDARYN (E) 8" WATER MAINE110' STREET TREEEASEMENT PER PMSLO 19-0114PARCEL 21160 LAUREL LANEPARCEL 3(VACANT)PARCEL 4(VACANT)G1PARCEL 11150 LAUREL LANE(WAREHOUSE)W3W3W3W3(E) GASVALVE& (P)METER(E) 1-1/4"GAS FROMWAREHOUSETO BE TOBE ABAND.(E) 2" DOMESTICWATER SERVICELINE TO BE ABAND.(E) BLDG.(E) 8" FIREWATER LINE(E) 2" WATER SERVICE TO (E)WAREHOUSE TO BE ABAND.,POTHOLE & VERIFY (E)WATERLINE LOCATION ANDPOC(s) TO BUILDING PROPERTY LINEPER PM SLO19-011443' 43'(E) CONC WALK(E) CONC WALK(E) 8" SEWER MAIN(E) 6" SEWER MAIN(E) 2" WATERSERVICE TO (E)WAREHOUSE,TO BE ABAND.(E) 2" PLASTIC GAS LINETO (E) WAREHOUSE TOREMAININSTALL TEEPM SLO 19-0114BOUNDARY3'(E) 4" SEWERLATERALTO REMAIN(E) 15" PUBLICSEWER MAIN(E) TRASHENCLOSURE(E) UGELEC.(E)UNDERGROUNDELEC.(E) CURB, GUTTER & SIDEWALK(E) 8" FIRE WATER LINECOMM. EASEMENTPER 2000-048696 &2002-031852PM SLO19-0114BOUNDARYPM SLO19-0114BOUNDARYW3(E) WATERSHUT-OFFVALVE(E) WATERLINE TOWAREHOUSE TO REMAIN5'10' GAS EASEMENTPER INST# 2020-059399 1 From:Hanh, Hannah Sent:Friday, May 19, 2023 4:28 PM To:Heather Wiebe; Chuck Braff Subject:ARCH-0188-2023 / PDEV-0189-2023 (Laurel Garden) - First Completeness Review Attachments:2023 05 19 - ARCH-0188-2023, PDEV-0189-2023 (Laurel Garden) Incomplete Letter.pdf Hi Heather and Chuck, Attached is the incomplete letter that contains staff’s comments after the first review of Laurel Garden. Please review and let me know if you would like to set up a time to discuss. Thank you, Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications May 19, 2023 Sent via Email Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Chuck Braff 1150 Laurel Lane San Luis Obispo, CA 93401 Subject: Completeness Review #1: ARCH-0188-2023 / PDEV-0189-2023 (1150 & 1160 Laurel Lane; APNs 004-962-034, -035, -036, -037) – Development review of a phased mixed- use development consisting of six (6) new buildings that includes 449 residential units and approximately 18,100 square feet of commercial space; a sign program; tree removal and compensatory planting; and associated site improvements located in the M-MU and O-S Zones. The project includes requests for a Planned Development (PD) Overlay and density bonus with concession and reduction. Dear Heather Wiebe and Chuck Braff: Thank you for the April 20, 2023 submittal for the subject project. We have reviewed your application and found it to be incomplete. We will be unable to process your application until additional information and/or revisions have been submitted to the satisfaction of the Community Development Director. Preliminary review is necessary to ensure that staff has adequate information to evaluate your project and identify any conflicts with City standards or guidelines. The purpose of this letter is to provide you with a list of items that need to be addressed prior to taking action on your project. Preliminary review indicates that your application will remain in an incomplete status until the following information and/or revisions are submitted: Note: Upon resubmittal, please provide a narrative indicating where responses to these items can be found on plans. Department comments/completeness items: Planning Division – Community Development Department 1. Project Description – Due to complexity of the project, provide the project description on a separate sheet of paper and incorporate headers and sub-headers for better readability. Please include or expand upon the following information: a. Description of overall project operations – Include information on existing and proposed buildings, accessory amenities and facilities, property management, maintenance of common areas, etc. While the existing Laurel Creek building (1150 Laurel Lane) is not part of this ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 2 construction phase, it is staff’s understanding the building would operate in conjunction with the overall development. b. Explanation for separate properties c. Compliance with the intent of the underlying General Plan Land Use and Zoning Designations (M-MU and O-S) – Describe how existing and proposed uses meet the intent of the underlying designations, including information on the placement of commercial and residential uses throughout the site. d. Compliance with Section 17.48.060 (Mandatory Project Features) – See Planning comments below for more information. e. Requested deviations from development standards and associated justifications/reasons that are either part of the PD Overlay or density bonus concession, waiver, or reduction – See Planning and Housing Division comments below for more information. f. Construction plan – Indicate construction is proposed in three phases and verify with the Housing Division that proposed phasing is consistent with Residential Growth Management Regulations. g. Additional comments i. The description indicates Building 1 will have commercial uses fronting Laurel Lane. Revise for consistency. ii. Building 6 is referred to as a mixed-use building. Please clarify if the bike repair shop is the commercial space for this building. iii. Verify the total number of new units proposed. There is a discrepancy in the project description and plans (447 vs. 449 units). iv. Verify the proposed square footage of new commercial space. There is a discrepancy in the project description and plans (17,152 vs. 18,100 square feet). 2. Required Applications – Please apply for the following: a. Minor Use Permit – A use permit is required for the mixed-use development per Ordinance 764 (1978 Series) for the Special Considerations (S) Overlay, which requires new land uses, changes in land use, or new development plans obtain a use permit due to concerns related to traffic, circulation, and creek preservation. Please note additional use permits may be required based on proposed uses. Coordinate with Planning Division regarding the list of anticipated commercial uses for the site. b. Affordable Housing Incentive – Prior to applying, coordinate with the Planning and Housing Division regarding the requested incentives/concessions. 3. Planning Application – Please complete and submit the Planning Application form. 4. Project Data – Please address the following comments: a. Clearly identify deviations from development standards that are requested as part of the PD Overlay or as part of the density bonus through a concession, waiver, or reduction. Please note development standards are typically applied to proposed development within each individual parcel instead of to the overall project site. Therefore, to demonstrate the extent of these deviations, provide a comparison table that shows proposed standards as applied per parcel and to the overall site (which includes four parcels). For example, proposed FAR and lot coverage for the parcel that contains Building 5 may be exceeded; however, the project may be in compliance with these development standards when calculated based on the overall site. b. Provide the gross and net lot area per parcel. Verify that the base density for the overall site is calculated using net acreage. ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 3 c. Please verify the overall density calculation, including the density bonus request. Based on initial calculations, the project does not exceed base density to request a density bonus. i. There is a discrepancy in the project description and plans (447 vs. 449 units). Please confirm the total number of new units proposed and revise as necessary. ii. If 100 units will eventually be constructed in the Laurel Creek building, update the existing number of units to 100 (instead of 75) as that would affect the overall number of units proposed. d. Revise the maximum building height in the O-S Zone to 35 feet (instead of 25 feet) and remove the reference to the administrative use permit requirement. e. Verify the proposed square footage of new commercial space. There is a discrepancy in the project description and plans (17,152 vs. 18,100 square feet). f. Provide average cross slope calculations. 5. Project Plans – Please address the following comments: a. Site Plans i. Callouts for a proposed clothing shop and art supply shop on the eastern end of Building 1 appear to be inaccurate. Please review and revise as necessary. ii. Provide callouts of existing and proposed fences or walls, including location, type, and height. Plans shall demonstrate compliance with the development standards described in the Section 17.70.070 (Fences, Walls, and Hedges). iii. Identify the number and location of loading areas for the new commercial spaces. b. Floor Plans i. Include the proposed square footage, or range of square footages, for the studio, one- bedroom, and two-bedroom floor plans. ii. Show the proposed balcony spaces. iii. Show the proposed in-unit bicycle spaces. c. Elevations i. Include colors for the proposed trash enclosures. ii. Show how average natural grade was calculated on the building elevations. iii. Include callouts for exterior lighting fixtures, railings, etc. iv. Clarify the proposed fencing material for the passive recreation area on the second floor of Building 6. 6. Nonresidential Uses – The proposed commercial uses in Building 5 are not permitted in the O-S Zone. Please revise to include uses that are permitted or conditionally permitted in the O Zone per Table 2- 1 (Uses Allowed by Zone). 7. Parking and Loading – Please address the following questions or comments: a. It appears parking ratios per State Density Bonus Law are applied to the residential units in the Laurel Creek building. Please confirm. b. Provide manufacturer’s specifications for the proposed mechanical parking lift system(s). Clarify if a valet service will be provided onsite. c. Identify the number and location of loading spaces for the new commercial spaces. d. Provide supporting justification for the 20% parking reduction per Housing Division comments. e. Revise parking calculations to provide the number of spaces required prior to and with the 20% reduction. f. Calculations for EV parking spaces are based on parking requirements prior to any reductions. Demonstrate compliance for required EV spaces. ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 4 8. Planned Development Mandatory Features – Please address the following questions and comments regarding the proposed features in the project description and plans: a. Significant Natural Feature – The proposed landscape area does not appear to meet the intent of this mandatory feature. Per the Conservation and Open Space Element, examples of natural features and open spaces include creeks, lakes, wetlands, wildlife habitat, hills, ridgelines, etc. Provide details, including landscaping and pedestrian path improvements, anticipated usage, etc., to demonstrate how this proposed area meets the intent of the mandatory feature. Additionally, clarify how the proposed significant natural feature is separate from the adjacent significant public amenity feature. b. Significant Public Amenity – Provide additional details as to how this proposed area meets the intent of the mandatory feature. Please note the area must function as a public amenity that caters to the overall community; however, it only includes a playground, food truck area, seating area, greenhouse, and motorcycle parking. Why is motorcycle parking included? Would the greenhouse be utilized as a community garden that is open to the public? Are the sport court and workout node amenities located on the other side of the railroad safety trail access point not included? Clarify how this proposed area would be used and function differently from the adjacent proposed natural feature and site amenities that are catered to residents. Additionally, describe how this area would be, and remain, accessible to the public due to its location interior to the project site. Provide information related to access, fencing, etc. 9. Environmental Review – Please provide the following outstanding reports/studies: a. Biological resources assessment, including surveys for special-status plants and wildlife b. Arborist report that is consistent with requirements outlined in Chapter 12.24 (Tree Regulations) and the City’s Tree Removal Application i. Include the tree removal and compensatory planting plans. c. GHG Emissions Analysis Compliance Checklist, which is found as Appendix B (pages 52 - 61) in the CEQA GHG Emissions Thresholds and Guidance d. Transportation impact study (TIS) i. Refer to comments from the Transportation Division for more information. e. Visual impact assessment Once the project description is finalized and all environmental reports received, the Planning Division will contact a consultant to prepare the appropriate environmental document. Additional details will follow regarding the type of document required, cost and timeline for preparation, etc. 10. Phase I Archaeological Study – Please address the following questions or comments: a. The study indicates a records search was conducted, and results were received on February 10, 2023. What are the results from the records search? Are there any significant findings? b. The study refers to a copy of a letter report prepared by Applied Earthworks, Inc. in July 2020 as an attachment. Please provide a copy of this report. c. The study states there are areas of low ground visibility during the pedestrian survey. Where and how much of the project site contains areas of low visibility? d. While not located on the project site, there is a creek (i.e., Sydney Creek) that runs along the northwestern property line on an adjacent property. Are there any considerations due to the project being in proximity to this creek? ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 5 e. Are there any conclusions and/or recommendations based on results of the records search and pedestrian survey? 11. Noise Study – Please address the following questions or comments: a. The figure numbers (Figure 11, 22, etc.) referenced in the study are inaccurate. Please revise. b. The study states there are three outdoor activity areas (i.e., central courtyard spaces in Buildings 5 and 6, rooftop area west of Building 1). However, there are outdoor amenity areas throughout the project site. Revise the study and update discussion to include all outdoor amenity areas. c. The study indicates there is a rooftop outdoor activity area on the west side of Building 1 per Figure 22, which appears to be inaccurate. Please revise. d. There is a reference to Santa Paula Airport, which is not in proximity to the project site. Revise to indicate SLO Regional Airport as the closest airport to the site and include a discussion on those noise contours. e. Clarify why road traffic is estimated to increase by 1% each year and why the percentages of medium and heavy trucks are estimated as such. Is there supporting data or information for these estimates? f. The study indicates one of the two dominant noise sources is UPRR train noise. However, there is limited information and discussion on the UPRR. When and where were these railroad noise levels previously measured? Do these measurements reflect current train operations (e.g., time of day, frequency of train track usage, etc.)? g. Please confirm if terrain/elevation data imported from Google Maps is represented in Figure 6. Additionally, provide labels for all objects and lines in Figure 6. h. Table 2 indicates exterior noise levels may reach 65 dBa, which is within the conditionally acceptable noise range and development may be permitted after mitigation has been designed as part of the project to reduce noise exposure. Please provide mitigation measures that would reduce noise levels to be within the acceptable range. i. Table 2 includes a chart of noise levels at various receiver points. It is unclear where Buildings 7 and 8 are located. Please provide a supporting map exhibit that shows the location of all receiver points and clarify why those locations were chosen. j. Please clarify what the blue dots in Figure 7 refer to and why those locations were chosen. 12. Environmental Site Assessment – The information provided was prepared in December 2017, November 2018, and March 2020. To confirm applicability of this information to present day conditions, please provide an addendum that confirms no new information or substantial changes have occurred since the last assessment that would require further review. 13. Airport Land Use Plan (ALUP) / Airport Land Use Commission (ALUC) – The project site is located within the Airport Influence Area (AIA); therefore, the project’s consistency with the ALUP is required. Per Section 2.6.1.4 of the ALUP, ALUC review is mandated because the project includes a Zoning Change (e.g., Planned Development Rezoning). The City will refer the project to the ALUC for a consistency determination. Please address the following key criteria: Section 4.3 – Noise While the project site is located outside of noise contours depicted in Figure 4 -1 of the ALUP, residences are identified as Extremely Noise Sensitive Land Uses and will be subject to noise generated from overhead flights. The noise study, and any required mitigation measures, must include a discussion on aircraft noise and demonstrate compliance with noise thresholds through use of design features, construction techniques, etc. See comments above related to the provided noise study. ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 6 Section 4.4 – Safety Per Figure 2-2 of the ALUP, the project site is located within Safety Zones 6. Verify and provide information demonstrating compliance with the maximum allowable densities shown in Table 4 -2. See Section 4.4.3.1 for the methodologies for calculating the maximum number of people per acre. Section 4.5 – Height Please note that in no case shall building heights result in an “obstruction to air navigation” as defined in Section 4.5.1 of the ALUP. 14. Project Renderings – Please provide the following information: a. Because the immediate vicinity consists primarily of residential and commercial buildings that are single- or two-stories in height, provide perspective renderings of the project as seen from the adjacent properties; from Laurel Lane; the intersection of Laurel Lane and Camden Lane; the intersection of Laurel Lane and Orcutt Road; and the intersection of Railroad Safety Trail and Orcutt Road. b. To demonstrate building scale, articulation, etc., provide additional renderings of the project buildings as seen from ground level on multiple sides. 15. Sign Program – Please include information on proposed sign materials and illumination. Additionally, all exceptions to the Sign Regulations shall be clearly identified and communicated in the project description. 16. Color and Materials – Please provide colors and materials boards that includes physical samples of the proposed colors and materials for all main and accessory buildings. Colors and textures of exterior materials must be securely mounted on a maximum 8 ½” by 14” size illustration or poster board. 17. Resubmittal – Aside from the color and materials boards, please resubmit all application documents digitally and provide written responses to staff’s comments. Additional comments may be forthcoming as more information is received. Additional Comments – These comments are not completeness comments but may directly affect staff’s recommendation. • Since the project is a mixed-use development, it is recommended to remove references to “APTS” on the cover and subsequent pages for accuracy. • Please provide a matrix identifying relevant sections of the Community Design Guidelines and brief descriptions as to how the standards were addressed. If any standards were not met, please provide a statement explaining why the project was unable to comply or is better addressed through the design as proposed. • The four apartment buildings located along the northeast property line only include two color schemes. It is recommended that each building incorporate a different complementary color scheme for better identification between these similar buildings. • Exterior building finishes primarily consist of stucco and metal panels. Consider incorporating other finishes (e.g., stone veneer, etc.) either as primary or accent materials for variability. • The main vehicle access into a project site should be through an attractive entry drive. Colored and textured paving treatment is encouraged outside of the public right-of-way and within the project. The City supports the use of innovative paving materials such as colored and/or stamped concrete, brick , or grasscrete to help define an entry or walkway and minimize the visual expansiveness of paved areas. ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 7 If you have any questions on the above Planning items, or any questions regarding this letter, please contact me at 805-781-7432, or by e-mail at: hhanh@slocity.org. Housing Division – Community Development Department 18. Demonstrate calculation of the net acreage of each parcel in your proposal to accurately identify the allowed density. Creek square footage and flag poles of flag lots shall be excluded from the calculation. (Section 17.70.040.A.1 and Section 17.70.110.B) 19. Please include a full breakdown of Building 4 to ensure accuracy of density calculations. 20. Subtotal for 2-bed units on A0.3 is listed as 101 2-bed units but total count per building is 99 units. Please clarify. 21. Please identify the square footage, greater than or less than 600 square feet, for all proposed 1-bedroom units in the “Unit Data By Building” page A0.5 to ensure accurate density calculations. 22. Please identify all affordable units in each building in the “Unit Data By Building” page A0.5. 23. Please separate the previously entitled units from your density calculations to ensure accuracy of the density calculations. Identify the allowed density (base density) separately from the previously entitled project to demonstrate the need for the density bonus. 24. Calculation of proposed affordable units appears to equate to 18.4 Density Units where 19 Density Units are required. 1 more affordable unit (1-bed greater than 600 square feet) would be required to meet the affordable requirement. 25. As proposed, it is unclear why a Density Bonus is requested because the base density is not exceeded. A Density Bonus request does not appear to be necessary for the project, and the project would be subject to the inclusionary housing requirements. 26. The concession request for the two height exceptions would not be eligible to count towards a single request. The height exception requests are identified as separate requests due to the different zone types, varying heights, and separate buildings on separate parcels. 27. Depending on the type of request associated with the density bonus, supporting justification must be provided as follows: a. Government Code §65915(k)(1) requires that an incentive/concession must result in an identifiable and actual cost reduction to provide affordable housing. b. Government Code §65915(e)(1) states that waivers/reductions may only be requested where a development standard would physically preclude the construction of the project with the proposed Density Bonus. The following comments are not completeness comments but are provided for the applicant’s information regarding future development. • Prior to building permit issuance, the project shall sign and record an affordable housing agreement per lot to deed restrict the very low-income affordable housing units to the satisfaction of the Community Development Director. Additionally, a site plan of the affordable units shall be attached as an exhibit to the affordability agreement. ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 8 If you have questions on the above Housing items, please contact Assistant Planner, Owen Goode, 805-781-7576, or by e-mail: ogoode@slocity.org. Engineering Division – Public Works Department / Community Development Department 28. The submittal shall include a complete topographic survey and tree survey. The plan shall include a complete tree inventory with clarification on the trees to be retained, trees to be removed, and any compensatory tree plantings. Please note street trees will be required per City Engineering Standards as a condition of development. If you have questions on the above Engineering items, please contact Supervising Civil Engineer, Nate Stong, 805- 781-7206, or by e-mail: nstong@slocity.org Transportation Division – Public Works Department 29. Traffic Study a. As noted in Pre-App Meeting, project will require a comprehensive Multimodal Transportation Impact Study (TIS) administered by the City through a competitive RFP process using the City’s on-call traffic engineering consultant list. Please contact the City Transportation Division (lschwartz@slocity.org) when applicant is ready to initiate the TIS. Refer to Pre-Application comments on general list of focus areas for TIS scope. b. As noted in Pre-Application comments, to guide TIS, applicant should be prepared to provide summary of not only proposed development details, but also (a) any existing occupied developments to be displaced by new development, and (b) a summary of uses at the existing warehouse (not a part of project), including currently occupied and proposed but not yet occupied residential units. For traffic analysis purposes, land use details should be provided in the form of total dwelling units by type (i.e., apartment vs. condominium), while non- residential land use information should be provided in terms of gross floor area (sq. ft.) by use (i.e., general retail, office, restaurant). 30. Truck Circulation a. Please coordinate with City Transportation staff to confirm that typical fire truck turning path assumptions used for Exhibit on Sheet A3.1 are consistent with actual City Fire truck specifications. b. Please also provide truck turning path analysis for commercial trucks access the warehouse and providing deliveries to commercial uses. Please assume an AASHTO WB-50 truck for this analysis, unless applicant can provide further justification to utilize a smaller truck for this design vehicle. Truck circulation path should include vehicles entering/exiting the warehouse loading areas, as well as a truck traversing the path that would be utilized to enter and exit the site when delivering goods to the commercial uses. c. City’s preference would be for exhibits showing full AutoTurn truck turning path analysis through the site for Fire and Commercial Truck circulation. Each turning path exhibit should clearly identify the design vehicle used in this analysis. 31. Bike / Pedestrian Connectivity – As noted in Pre-Application comments, staff recommends that the applicant plan for dedicated bicycle/pedestrian path within the site connecting Laurel Lane to the Railroad Safety Trial. Applicant’s response indicates that connectivity between Laurel and the Railroad Safety Trail entry is proposed via the jogging trail. If so, please confirm that this segment of ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 9 the jogging path would be constructed per applicable City/Caltrans design standards for a shared pedestrian/bicycle path (a Class I bikeway). 32. Orcutt Road Railroad Crossing – Note that in recent discussions and in-person diagnostic meeting between the City and Union Pacific Railroad (UPRR), UPRR has expressed concerns about advancing land use or transportation improvements that would generate increased auto/bike/ped conflicts at the existing at-grade railroad crossing on Orcutt Road without further enhancements to this crossing. This will need to be a focused area of analysis as part of project TIS. 33. Bicycle Parking a. Short-term: Based on initial review of parking calculations, it appears that the required bicycle parking is calculated at 152 short-term stalls (residential guest parking + retail/office short- term parking) and 1,060 long-term parking (residential + commercial). It appears that only 75 short-term bicycle parking stalls are proposed. Please confirm. b. Long-term: Please provide more information on how long-term bicycle parking requirements will be accommodated. Plans note that 531 spaces will be provided in-unit and 759 spaces will be provided in locked facilities. If you have questions on the above Transportation items, please contact Transportation Manager, Luke Schwartz, 805-781-7190, or by e-mail: lschwartz@slocity.org. Utilities Department 34. Please clearly show parcel boundaries and utility lines; consider using different colors and/or line widths. 35. Sewer Generation Table C-3: Include sewer flow for entitled warehouse project (Parcel 1) so that cumulative sewer flows can be evaluated. Provide a sewer design narrative to calculate the existing and future impacts on the system in accordance with Section 1010-7 of the Uniform Design Criteria. Review of the narrative may result in additional comments from staff. 36. The identified 10-inch CIPP sewer main (along the western property boundary) does not have sufficient capacity to serve the proposed project. In order to accommodate the additional flows from the project, the 10-inch CIPP sewer main (313 feet) must be replaced and upsized to 12-inch HDPE. Please show this on the project plans. 37. Provide a fire flow memo to confirm adequate infrastructure and pressure to serve the project. The memo is required at this time so that staff can fully evaluate the proposed project and identify any necessary infrastructure improvements. 38. Each parcel shall be served by its own fire water system, which shall not cross parcel lines . Please clearly show this on the project plans. 39. Provide a water system design narrative to calculate the existing and future impacts on the system in accordance with Section 1010-6 of the Uniform Design Criteria. Review of the narrative may result in additional comments from staff. 40. Provide a technical report or memorandum evaluating the water pressure (water main in Laurel). 41. Include proposed recycled water infrastructure on the project plans. ARCH-0188-2023 / PDEV-0189-2023 – Completeness Review #1 May 19, 2023 Page 10 If you have questions on the above Utilities items, please contact Special Projects Manager, Shawna Scott, 805- 781-7176, or by e-mail: sscott@slocity.org. The above list includes all of the items initially identified as necessary for us to certify your application as complete. The City may ask for additional information upon more detailed review of your project. If you have any questions regarding this letter or the specific items necessary to submit for a complete application, please contact me at (805) 781-7432 or hhanh@slocity.org. Sincerely, Hannah Hanh Associate Planner Community Development 1 From:Travis Dunn <travis@westpacinv.com> Sent:Monday, May 15, 2023 9:47 AM To:Nelson, Trevor Cc:Don Gross; Chuck Braff Subject:FW: 302473-004 2023-05-12 Laurel Creek Warehouse-IFRM-CZ.pdf Attachments:302473-004 2023-05-12 Laurel Creek Warehouse-IFRM-CZ.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Trevor, I just wanted to forward you this information. The Hilti Intumescent paint at concrete to wide flange beam connections has be en applied and is complete per the attached report. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: Carlos Romero <cromero@earthsystems.com> Sent: Monday, May 15, 2023 9:38 AM To: Chuck Braff <chuck@bowtieholdings.com>; Don Gross <don@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Robert Down <rdown@earthsystems.com>; Robert Down <rdown@earthsystems.com>; Shawn Malone <shawn@westpacinv.com>; Sydney Johnson <sjohnson@earthsystems.com>; Travis Dunn <travis@westpacinv.com> Subject: 302473-004 2023-05-12 Laurel Creek Warehouse-IFRM-CZ.pdf Please find the attached Draft Daily Field Report in PDF format. If you have any questions please feel free to contact us at the telephone number below, or by email esp@earthsystems.com. If you have any trouble opening the document, please feel free to contact me directly. Sincerely, Carlos Romero Administrative Assistant 4378 Old Santa Fe Road - San Luis Obispo, CA 93401 (805) 544-3276 ext 223 Direct: (805) 234-9473 cromero@earthsystems.com 2049 Preisker Lane, Suite E Santa Maria, CA 93454 Fremont, CA 94539 (805) 928-2991 Phone (510) 353-3833 Phone (805) 928-9253 Fax (888) 567-4292 Fax Engineered Fill Masonry Field Welding Epoxied Rebar Deep Foundation High Strength Bolting Fireproofing Post-Installed Anchors Rebar Shop Welding Approved Docs. - Including Relevant RFI's, Etc.: Work Inspected/Tested: Items Requiring Correction, Corrections of Previously Listed Items: Mix Design: Specified Strength:Slump Range: The Work Inspected/Tested X CERTIFICATION # Special Inspection Report [Modified by ESP 11/28/2016]PAGE 1 SEE ABOVE DISCREPANCIES Charles W. Zanoli - Inspector Print Name/Title PRELIMINARY DAILY REPORT PENDING REVIEW FINAL DAILY REPORT ICC-1025543 Work was Inspected/tested per applicable sections of the AWS ___________ Code MET THE REQUIREMENTS OF THE APPROVED DOCUMENTS *DID NOT MEET THE REQUIREMENTS OF THE APPROVED DOCUMENTS,Signature Work was Inspected/tested per the applicable sections of Chapter 17 of the CBC ______2019_____________Edition Work was Inspected/tested per applicable sections of Chapter 17A of the CBC ________________________Edition Total Cubic Yards: Samples Taken: Additional Comments Attached. Material Supplier: Approved Plans, dated 1/27/2023 1) FIREPROOFING a) Intumescent Fireproofing (IFRM) on exterior Wide Flange Columns, as referenced on Sheets A3.01 & A3.02, detailed on Sheets A9.01 through A9.03, and the Hilti Engineering Judgement-Steel Protection Detail # 590300b, dated 4/14/2023. i) (3) W8 x 24 Columns at Concrete Wall , Grid lines E-5, E-12 & E-21. (Complete) ii) Observe application of 1st & 2nd coats Hilti AWHB CFP at 4" onto concrete. (3) Thickness averages of completed work exceed .539" (Design + 20%) Contractor:Smith Co.Fabricator: Type of Inspection/Testing Batch Plant Concrete Shotcrete Project Name:Laurel Creek Warehouse Project Location:1150 Laurel Lane, San Luis Obispo Architect:Arris Studio Architects Structural Engineer: Address:835 Aerovista Place, Suite 220 Inspection Date:5/12/2023 San Luis Obispo, CA 93401 Lab Doc. No.: Client:Laurel Creek LP ESP File #:302473-004 Attn.:Patrick Smith (805) 544-3276 Phone (831) 637-2133 Phone (805) 544-1786 Fax (831) 637-0510 Fax SPECIAL INSPECTION/STRUCTURAL TESTING REPORT Earth Systems Pacific 4378 Old Santa Fe Road 500 Park Center Drive, Suite 1 48511 Warm Springs Blvd., Suite 210 San Luis Obispo, CA 93401 Hollister, CA 95023 2 Disclaimer The information contained in this communication from the sender is confidential. It is intended solely for use by the intended recipient and others authorized to receive it. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or taking action in relation of the contents of this information is strictly prohibited and may be unlawful. 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Thursday, May 11, 2023 1:34 PM To:Nichols, Vanessa Cc:Travis Dunn; Michaela Denny; Chuck Braff Subject:RE: Laurel - Addressing Attachments:1150 Laurel Lane - Apartment Addressing - Markup 2023-05-09.pdf Hi Vanessa, We made a few markups on the attached addressing plan and wanted to see if you are free to discuss. We would prefer to have unit numbers stack from first to second level throughout the warehouse. Please let us know your thoughts on this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Tuesday, May 9, 2023 2:51 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi, Attached you will find the assigned unit numbering for the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> 2 Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, 3 I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, April 4, 2023 9:53 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Can you please share the addressing? If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 On Mar 20, 2023, at 10:26 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Thank you. I am going to get this work through with all parties that need to be involved. I will work to have it back to you by the end of the week. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Friday, March 17, 2023 7:48 AM To: Nichols, Vanessa <vnichols@slocity.org>; Chuck Braff 4 <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, Please see the attached warehouse apartment plans for addressing. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Thursday, March 16, 2023 4:44 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris- studio.com> Subject: RE: Laurel - Addressing Heather, Can you please email the floor plans? I will get them reviewed with Rodger to get unit numbers assigned to all of the residential units. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, March 16, 2023 3:40 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris- studio.com> Subject: Re: Laurel - Addressing This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. 5 Vanessa- Checking back in on this. We are getting close to occupancy and I wanted to make sure we had time to review the addressing strategy given the nature of the building etc. Chuck Braff M: 310.990.6897 On Feb 23, 2023, at 3:14 PM, Charles Braff <chuck@westpacinv.com> wrote: Vanessa- How are you? It’s been too long. I wanted to bring up addressing at 1150 Laurel Lane and ask how you wanted to handle the addressing. We created a draft version in 2019 but before I update I wanted to get on a short call with you (or zoom) and review requirements so our time can be as efficient as possible through the proposal. As you know this building is unique and it will take some time to get this right. Thanks Vanessa. Attached: Approved addresses from 2003 Chuck Braff M: 310.990.6897 <Unit Adressing Laurel.pdf> 1 From:building Sent:Tuesday, May 9, 2023 11:30 AM To:Heather Wiebe Cc:Nichols, Vanessa; Loew, Michael Subject:PLREV-0123-2023 - Invoice Attachments:PLREV-0123-2023 - invoice.pdf Hi Heather, Attached is the invoice for PLREV-0123-2023. Once paid, stamped revised documents will be made available to view/download in the portal. The above mentioned project is ready for issuance. In order to issue this permit we would need you to go online and make a payment or mail in a check with the amount on the invoice attached. Please follow this link (https://infoslo.slocity.org/EnerGov_Prod/selfservice#/home) and click on the pay invoice square. On the next page top left there is an option to search invoice. Please search invoice # that is on the Invoice attached. There is no need to create an account initially in order to make a payment. When paying online please email me back to confirm payment. If you wish to pay with a check please mail the check to address 919 Palm Street, San Luis Obispo, CA 93401-3218 attention to the Building Department. Please include the permit number and address for either option to ensure we can assist you promptly. Thank you! Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications INVOICE (00031966) FOR CITY OF SAN LUIS OBISPO BILLING CONTACT Laurel Creek LP 505 Bath St Santa Barbara, CA 93101 INVOICE NUMBER INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION 00031966 05/09/2023 06/08/2023 NONEDue REFERENCE NUMBER FEE NAME TOTAL BLDG-1885-2020 Supplemental Plan Check (Building) - BLDG $114.42 Supplemental Plan Check (Building) - BLDG $1,716.38 $1,830.80 SUBTOTAL1150 Laurel Ln San Luis Obispo, CA 93401 TOTAL $1,830.80 Page 1 of 1May 09, 2023 City of San Luis Obispo 1 From:Nichols, Vanessa Sent:Tuesday, May 9, 2023 2:51 PM To:Chuck Braff Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:RE: Laurel - Addressing Attachments:1150 Laurel Lane - Apartment Addressing.pdf Hi, Attached you will find the assigned unit numbering for the apartments at 1150 Laurel Lane. Please let me know if you have any questions. Thank you. Vanessa Nichols Permit Services Coordinator Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> 2 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, April 4, 2023 9:53 AM 3 To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Can you please share the addressing? If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 On Mar 20, 2023, at 10:26 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Thank you. I am going to get this work through with all parties that need to be involved. I will work to have it back to you by the end of the week. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Friday, March 17, 2023 7:48 AM To: Nichols, Vanessa <vnichols@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, Please see the attached warehouse apartment plans for addressing. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 4 From: Nichols, Vanessa <vnichols@slocity.org> Sent: Thursday, March 16, 2023 4:44 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris- studio.com> Subject: RE: Laurel - Addressing Heather, Can you please email the floor plans? I will get them reviewed with Rodger to get unit numbers assigned to all of the residential units. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, March 16, 2023 3:40 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris- studio.com> Subject: Re: Laurel - Addressing This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Vanessa- Checking back in on this. We are getting close to occupancy and I wanted to make sure we had time to review the addressing strategy given the nature of the building etc. Chuck Braff M: 310.990.6897 On Feb 23, 2023, at 3:14 PM, Charles Braff <chuck@westpacinv.com> wrote: Vanessa- How are you? It’s been too long. 5 I wanted to bring up addressing at 1150 Laurel Lane and ask how you wanted to handle the addressing. We created a draft version in 2019 but before I update I wanted to get on a short call with you (or zoom) and review requirements so our time can be as efficient as possible through the proposal. As you know this building is unique and it will take some time to get this right. Thanks Vanessa. Attached: Approved addresses from 2003 Chuck Braff M: 310.990.6897 <Unit Adressing Laurel.pdf> 1 From:Travis Vazquez <TravisV@wallacegroup.us> Sent:Monday, May 8, 2023 1:29 PM To:Jim Henahan; Kari Wagner Cc:Chuck Braff; Juan Alvarez; Barcenas, Miguel; Henderson, Marcus Subject:RE: Fire Flow Request - Orcutt and Laurel, SLO Attachments:Memo 05_08_23 Model Results for 1150 Laurel Lane - Connection at Laurel Ln.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Jim, Attached is the fire flow memo for the connection at Laurel Lane, based on the two scenarios you identified. Please let us know if you have any questions. Thank you, Travis Vazquez, PE 93534 CIVIL ENGINEER WALLACE GROUP | DEDICATION TO SERVICE® E: travisv@wallacegroup.us T: 805-544-4011 | C: 530-526-6367 612 Clarion Ct, San Luis Obispo, CA 93401 From: Jim Henahan <Jim@ptrutnerfpe.com> Sent: Monday, May 1, 2023 12:14 PM To: Travis Vazquez <TravisV@wallacegroup.us>; Kari Wagner <KARIW@wallacegroup.us> Cc: Chuck Braff <chuck@westpacinv.com>; Juan Alvarez <juan@ashleyvance.com> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Travis and Kari, Now that City Utilities has given a preliminary thumbs-up to my proposal to draw fire water from two points of connection, I would like to ask you to run two additional fire flow models to support our permit submittal. Please see my attached PDF with descriptions of the two desired models/scenarios and let us know what the fee is so we can get this in motion. Thank you, Jim James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com From: Travis Vazquez <TravisV@wallacegroup.us> Sent: Monday, March 6, 2023 4:03 PM 2 To: Jim Henahan <Jim@ptrutnerfpe.com> Cc: Kari Wagner <KARIW@wallacegroup.us> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Hi Jim, Kari forwarded me your message below. Yes you are correct, both the line on Laurel Lane and the one parallel to the railroad are in the Terrace Hill zone. And yes we could run the model with the two simultaneous demands. Let me know if you have any other questions. Thanks, Travis Vazquez, PE 93534 CIVIL ENGINEER WALLACE GROUP | DEDICATION TO SERVICE® E: travisv@wallacegroup.us T: 805-544-4011 | C: 530-526-6367 612 Clarion Ct, San Luis Obispo, CA 93401 From: Jim Henahan <Jim@ptrutnerfpe.com> Sent: Friday, March 3, 2023 2:48 PM To: Kari Wagner <KARIW@wallacegroup.us>; Chuck Braff <chuck@westpacinv.com> Cc: Brad Brechwald <BradB@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com>; juan@ashleyvance.com Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Kari, Thanks for this. I’ve been running calculations for an onsite, private fire water system for our project building using the information you provided. I have two questions at this time: 1. Please refer to my attached PDF – it looks to me like the existing building at 1150 Laurel Lane is fully within the city’s Terrace Hill water distribution zone. The reason I ask is because I am considering the merits of supplying the private fire water system from both the 16” CI line by the railroad tracks and the 8” water line in Laurel Lane. 2. If we go with two points of supply for the fire water system, are you able to run a water model with two simultaneous demands at different locations? (I realize this would be a new fire flow request with associated fees) Thanks, Jim James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com From: Kari Wagner <KARIW@wallacegroup.us> Sent: Friday, February 10, 2023 8:10 AM To: Chuck Braff <chuck@westpacinv.com> Cc: Jim Henahan <Jim@ptrutnerfpe.com>; Brad Brechwald <BradB@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Jim, 3 Attached is the fire flow memo as requested. Please let me know if you have any questions. Thanks! Kari Wagner PE Principal/Director of Water Resources WALLACE GROUP | DEDICATION TO SERVICE® T 805 544-4011 | M 805 235-5445 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, February 9, 2023 3:57 PM To: Kari Wagner <KARIW@wallacegroup.us> Cc: Jim Henahan <Jim@ptrutnerfpe.com>; Brad Brechwald <BradB@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: Re: Fire Flow Request - Orcutt and Laurel, SLO The check has been cut and mailed to you. Please release the info to Jim and Paul. Chuck Braff M: 310.990.6897 On Feb 8, 2023, at 3:11 PM, Kari Wagner <KARIW@wallacegroup.us> wrote: Thank you Chuck! Kari Wagner PE Principal/Director of Water Resources WALLACE GROUP | DEDICATION TO SERVICE® T 805 544-4011 | M 805 235-5445 From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, February 8, 2023 3:11 PM To: Kari Wagner <KARIW@wallacegroup.us> Cc: Jim Henahan <Jim@ptrutnerfpe.com>; Brad Brechwald <BradB@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: Re: Fire Flow Request - Orcutt and Laurel, SLO Sharing with accounting now. Chuck 310.990.6897 Sent from my iPhone. On Feb 8, 2023, at 3:04 PM, Kari Wagner <KARIW@wallacegroup.us> wrote: Chuck, I do not issue invoices prior to the work for this. I will provide an invoice next month when we close billing but your invoice will be noted as paid in full. This email is notification of the cost and used as the invoice until the final invoice is made. I can get the fire flow memo done, but please be sure to remit payment within a week. Thanks! 4 Kari Wagner PE Principal/Director of Water Resources WALLACE GROUP | DEDICATION TO SERVICE® T 805 544-4011 | M 805 235-5445 From: Chuck Braff <chuck@westpacinv.com> Sent: Wednesday, February 8, 2023 3:00 PM To: Jim Henahan <Jim@ptrutnerfpe.com>; Brad Brechwald <BradB@wallacegroup.us> Cc: Paul Trutner <paul@ptrutnerfpe.com>; Kari Wagner <KARIW@wallacegroup.us> Subject: Re: Fire Flow Request - Orcutt and Laurel, SLO Kari- Can you please send me an invoice and I will get a check cut today? Also, given we are under a massive time crunch here and the safety of the building I am hoping Brad can vouch for payment coming and deliver the requested info directly to Jim and Paul please. Thank you. Chuck Braff M: 310.990.6897 On Feb 8, 2023, at 2:57 PM, Jim Henahan <Jim@ptrutnerfpe.com> wrote: Chuck, Please see below. In order to get current fire flow data for your building, we need to pay Wallace Group $350 upfront for them to run a model. (This is standard practice within the City of SLO) As you recall, fire flow testing is excluded from our proposal. Please remit payment of $350 to Wallace Group at 612 Clarion Ct, San Luis Obispo so we can get this in the queue. (I already checked with Alpha and they do not have what I need) Thanks, Jim <image001.jpg> James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com From: Kari Wagner <KARIW@wallacegroup.us> Sent: Wednesday, February 8, 2023 2:34 PM To: Jim Henahan <Jim@ptrutnerfpe.com> Cc: Rob Miller <RobM@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: RE: Fire Flow Request - Orcutt and Laurel, SLO Hi Jim, 5 Not a problem. The price has changed slightly, It is now $350. Please remit payment to Wallace Group. Thanks! Kari Wagner PE Principal/Director of Water Resources WALLACE GROUP | DEDICATION TO SERVICE® T 805 544-4011 | M 805 235-5445 From: Jim Henahan <Jim@ptrutnerfpe.com> Sent: Wednesday, February 8, 2023 2:27 PM To: Kari Wagner <KARIW@wallacegroup.us> Cc: Rob Miller <RobM@wallacegroup.us>; Paul Trutner <paul@ptrutnerfpe.com> Subject: Fire Flow Request - Orcutt and Laurel, SLO ** WARNING: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. ** Hi Kari, We are looking for static pressure and fire flow data for what I believe is a 16” water main serving the existing building at 1150 Laurel Lane. Please see my attached drawing for the location I am interested in. I understand you require payment upfront. Please confirm that the fee is still $300 and I will have our SLO-based client run a check over so you can get started. Please let me know if you have any questions. Thank you, Jim <image001.jpg> James Henahan, FPE PTrutner Fire Protection Engineering Inc. 2470 Stearns St. #280 Simi Valley CA 93063 805-297-3100 www.PTrutnerFPE.com MEMORANDUM 1150 Laurel Lane c/o PTrutner FPE Date: May 8, 2023 To: Jim Henahan PTrutner FPE From: Kari Wagner, PE Travis Vazquez, PE Subject: City of SLO Water Model Results for 1150 Laurel Ln – Connection at Laurel Lane Wallace Group was requested by Jim Henahan of PTrutner FPE to provide fire flow data for the calculations of a fire sprinkler system for an existing industrial building located at 1150 Laurel Lane. This memo is a follow up to the original analysis to analyze a second connection on Laurel Lane. To obtain the requested data, Wallace Group used the hydraulic water model developed for the preparation of the December 2015 Final Water Master Plan (WMP). The model was recently updated and calibrated as of October 2022. The results presented below do not include head-loss through any water meters, double check detector assemblies, or on- site water mains. The following information is reflective of the water pressures and flows available at 1150 Laurel Lane. Water Distribution System Information Pressure Zone Terrace Hill Water Supply Islay Tank, Terrace Hill PRVs, Johnson/Tanglewood PRVs Terrace Hill/Bishop PRV HGL 426.5’ to fill Islay Tank Johnson/Tanglewood PRV HGL 419.0’ to fill Islay Tank Tank Elevation during Average Day Demand (ADD) 418.0’ (full) Tank Elevation during Maximum Day Demand (MDD) 412.0’ (75% full) Development Elevation (point of connection) 260’ Water Main Diameter 8-inch Water Main Material Cast Iron Required Fire Flow (FF) for Industrial per the WMP 4,000 gpm Note: required FF is without fire sprinklers, Fire Marshall has final say on required FF Water Model Results – Scenario 1 Static Pressure under ADD 67 psi Available Fire Flow during MDD 3,750 gpm Residual Pressure at Fire Flow 20 psi at 3,750 gpm ***The single connection on Laurel Ln cannot meet the 4,000 gpm fire flow requirement alone. Fire flow location Orcutt Rd PTrutner FPE May 8, 2023 Page 2 of 2 Note that at 3,750 gpm the velocity in the existing 8” cast iron in Laurel Ln reaches up to 14.9 ft/sec, see snip below. The velocity in cast iron pipe should be kept to a minimum and the City may have special requirements for reducing velocity in this segment. Water Model Results – Scenario 2 Scenario 2 is the available fire flow at the same location with the addition of a 3,000 gpm demand applied to “Junction A” – see figure below. Static Pressure w/ 3,000 gpm demand at Junction A, during ADD 59 psi Available Fire Flow w/ 3,000 gpm demand at Junction A, during MDD 2,240 gpm Residual Pressure at Fire Flow w/ 3,000 gpm demand at Junction A, during MDD 46 psi at 2,240 gpm (Fire flow is limited by drop in zone pressure) Please let me know if you have any questions regarding the data provided. You can contact me at (805) 544-4011. Thank you. Fire flow location Orcutt Rd Junction A – 3,000 gpm demand applied 1 From:Nichols, Vanessa Sent:Friday, May 5, 2023 1:09 PM To:Chuck Braff Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:RE: Laurel - Addressing Hi, Wanted to provide an update on the addressing. I was hoping to have to you by today but looking more like Monday or Tuesday. Sorry was over optimistic on what could get completed by today. But know it will get heading you way soon. Have a good weekend. Vanessa Nichols Permit Services Coordinator Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, May 2, 2023 12:44 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> 2 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, April 4, 2023 9:53 AM 3 To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Can you please share the addressing? If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 On Mar 20, 2023, at 10:26 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Thank you. I am going to get this work through with all parties that need to be involved. I will work to have it back to you by the end of the week. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Friday, March 17, 2023 7:48 AM To: Nichols, Vanessa <vnichols@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, Please see the attached warehouse apartment plans for addressing. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 4 From: Nichols, Vanessa <vnichols@slocity.org> Sent: Thursday, March 16, 2023 4:44 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris- studio.com> Subject: RE: Laurel - Addressing Heather, Can you please email the floor plans? I will get them reviewed with Rodger to get unit numbers assigned to all of the residential units. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, March 16, 2023 3:40 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris- studio.com> Subject: Re: Laurel - Addressing This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Vanessa- Checking back in on this. We are getting close to occupancy and I wanted to make sure we had time to review the addressing strategy given the nature of the building etc. Chuck Braff M: 310.990.6897 On Feb 23, 2023, at 3:14 PM, Charles Braff <chuck@westpacinv.com> wrote: Vanessa- How are you? It’s been too long. 5 I wanted to bring up addressing at 1150 Laurel Lane and ask how you wanted to handle the addressing. We created a draft version in 2019 but before I update I wanted to get on a short call with you (or zoom) and review requirements so our time can be as efficient as possible through the proposal. As you know this building is unique and it will take some time to get this right. Thanks Vanessa. Attached: Approved addresses from 2003 Chuck Braff M: 310.990.6897 <Unit Adressing Laurel.pdf> 1 From:Felicia Villegas <felicia@alphafsa.com> Sent:Wednesday, May 3, 2023 10:42 AM To:Young, Nicole Subject:Fire-0080-2023 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Nicole, I need some help, I can view the permit for Fire-0080-2023- 1150 Laurel Lane I just wanted to check the status of review. Please let me know Thank you -- Felicia M Villegas, Project Coordinator Alpha Fire Unlimited phone: (805) 541-2527 ex 117 email: Felicia@alphafsa.com Lic C-10, C-16, 761360 ACO # 5365 E#2466 650 Sweeney Lane, San Luis Obispo, CA 93401 Website • Facebook • Instagram __________________________________________________ Confidentiality Notice: This communication and any attachments contain information that is proprietary, confidential, and/or legally privileged. It is solely intended for the recipient(s) or entity(s) listed above to whom the information was originally transmitted. If you are not an originally intended recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited and you are instructed to delete this e-mail immediately. 1 From:Young, Nicole Sent:Wednesday, May 3, 2023 7:54 AM To:FELICIA@ALPHAFSA.COM Subject:FW: 1150 Laurel / FIRE-2621-2022 - Permit to be signed Attachments:FIRE-2621-2022 - permit to be signed.pdf Hey Felicia, this is an old permit that never got signed for, can you please sign and send back. Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Young, Nicole Sent: Monday, November 7, 2022 11:48 AM To: FELICIA@ALPHAFSA.COM Subject: 1150 Laurel / FIRE-2621-2022 - Permit to be signed Hi Felicia, Attached is the permit to be signed for the one you picked up on Friday 11/4 . Please sign and send back সহ Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications 1 From:Nelson, Trevor Sent:Tuesday, May 2, 2023 3:25 PM To:Michaela Denny Cc:Chuck Braff; Travis Dunn Subject:RE: Cal Fire Office Space - TCO Attachments:BLDG-0556-2022 1150 Laurel Ln South Lobby TCO.pdf; BLDG-1848-2021 1150 Laurel Ln Event Center TCO v2.pdf; BLDG-0188-2021 1150 Laurel Ln #175 Cal Fire TCO v3.pdf Michaela, Please see the attached for your records. TCO for South Lobby and TCO extensions for the Event Center and Cal Fire. Thank you, Trevor Nelson Supervising Building Inspector Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 slocity.org Stay connected with the City by signing up for e-notifications From: Michaela Denny <michaela@westpacinv.com> Sent: Monday, April 24, 2023 10:30 AM To: Nelson, Trevor <tnelson@slocity.org>; Travis Dunn <travis@westpacinv.com> Cc: Chuck Braff <chuck@westpacinv.com> Subject: RE: Cal Fire Office Space - TCO Hi team, These TCO requests for Cal Fire and South lobby have been submitted. Please coordinate the inspection request with Trevor for the renewal of TCO. Trevor, Can you please forward me the TCO invoice once approved? Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 2 From: Nelson, Trevor Sent: Friday, April 21, 2023 3:09 PM To: Travis Dunn Cc: Chuck Braff; Michaela Denny Subject: RE: Cal Fire Office Space - TCO Received, thank you. I’ll look out for the inspection request and we can review the completed items on site. Thank you, Trevor Nelson Supervising Building Inspector Community Development Building and Safety 919 Palm Street, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 slocity.org Stay connected with the City by signing up for e-notifications From: Travis Dunn <travis@westpacinv.com> Sent: Friday, April 21, 2023 2:57 PM To: Nelson, Trevor <tnelson@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Cal Fire Office Space - TCO This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Also, we are filling out the TCO Renewal ApplicaƟon, geƫng payment for this, and I will call for inspecƟon as soon as applicaƟon is completed. Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com From: Travis Dunn Sent: Friday, April 21, 2023 2:48 PM To: Trevor Nelson <tnelson@slocity.org> Cc: Chuck Braff <chuck@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Cal Fire Office Space - TCO Hi Trevor, 3 I just called and leŌ you a message. I wanted to contact you regarding the TCO for the Cal Fire Office. The TCO is set to ex pire or has expired so I wanted to get the process started to renew that. Below is a spreadsheet we were using to track the outstanding items. CALFIRE PROVIDE THE FOLLOW FOR CERTIFICATE OF OCCUPANCY: Current Previously 1. SUITE 175 FOR STAFF USE ONLY 100% 100% 2. Fire Department sign off (Pending) Final occupancy walk through In Progress In Progress 3. Provide mechanical (HVAC) balancing report Carstairs to provide balancing report for CALFIRE, SOUTH Lobby & HASLO. 100% 80% 4. Provide LighƟng Special InspecƟon Report Empire Electric to provide for CALFIRE, South Lobby & HASLO. 80% 80% a. Report should include all addiƟonal lighƟng added Empire Electric to provide for CALFIRE, South Lobby & HASLO. 80% 80% 5. Provide approved electrical panel schedules - Call for inspecƟon Cole @ Empire Electric to coordinate with Above Grade Electrical to have panels show new AC units added. 100% 50% 6. Complete 1 Hour corridor wall adjacent to 3 Hour Fire Wall (gridline N) — element shown on plans as EXISTING — call for all required inspecƟons S&CO to complete 01/13/2023 100% 90% 7. Complete doorway hardware and exiƟng signage for door that exits into 1 Hour Corridor S&CO to complete 01/13/2023 100% 100% 8. Complete ADA path of travel from entries/exits to ADA parking (2% max cross slopes and max quarter inch changes in level) Done. Will be completed at 31 apartment TCO. In Progress In Progress 9. Complete heat pump condensate line to an approved locaƟon in an approved manner S&CO to complete 01/13/2023 100% 80% 10. Provide approved plans for Electrical Room — all work shown as EXISTING on plans BLDG-0556-2022 approved on 7/7 100% 100% a. Call for all required inspecƟons: rough and final electrical, rough and final plumbing, rough and final mechanical, T-bar ceiling, fire sprinklers, and fire proofing at 1 Hour Fire ParƟƟon penetraƟons S&CO to complete 01/20/2023 100% 75% 11. Provide approved plans for Bathroom — all work shown as EXISTING on plans BLDG-0556-2022 approved on 7/7 100% 100% a. Call for all required inspecƟons: rough and final electrical, rough and final plumbing, rough and final mechanical, T-bar ceiling, ADA, fire sprinklers, and fire proofing at 1 Hour Fire ParƟƟon penetraƟons S&CO to complete 01/20/2023 100% 75% 12. Provide approved plans for Lobby — all work shown as EXISTING on plans BLDG-0556-2022 approved on 7/7 100% 100% a. Call for all required inspecƟons: rough and final electrical, rough and final plumbing, rough and final mechanical, T-bar ceiling, ADA, fire sprinklers, and fire proofing at 1 Hour Fire ParƟƟon penetraƟons S&CO to complete 01/20/2023 100% 75% 13. Complete 1 Hour Fire ParƟƟon at Corridor/Electrical Room and Corridor/Lobby S&CO to complete 01/20/2023 100% 100% 14. Complete "prework" 1 Hour Rated ceiling in unit adjacent to Suite 175 so that 1 Hour rated parƟƟon terminated into a rated assembly per approved plans BLDG-0556-2022 approved on 7/7. To complete by January 2023. 25% 25% 4 Thank you, Travis Dunn Project Manager Smith & Co. 505 Bath St., Santa Barbara, CA 93101 Mobile 562-665-6206 Email travis@WestPacInv.com 1 From:Chuck Braff <chuck@westpacinv.com> Sent:Tuesday, May 2, 2023 12:44 PM To:Nichols, Vanessa Cc:Heather Wiebe; Travis Dunn; Michaela Denny Subject:Re: Laurel - Addressing Thank you. Chuck Braff M: 310.990.6897 On May 2, 2023, at 8:19 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi Chuck, Yes, we were able to come up with unit numbers that both Fire and GIS were good with. I will get is finalized and over to you by the end of the week. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, May 1, 2023 3:15 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Were you able to come to a strategy? I am happy to help. The building is complicated for sure. Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 5:23 PM, Charles Braff <chuck@westpacinv.com> wrote: Yes. We knew it would be. Can we help? 2 Chuck Braff M: 310.990.6897 On Apr 4, 2023, at 4:14 PM, Nichols, Vanessa <vnichols@slocity.org> wrote: Hi, I will be happy to share the addressing once it is complete. We are having issues figuring out unit numbering for the residential units with the already existing suite numbers of the commercial suites. Once we find the best solution, I will get the final determination over to you. This has turnout to be complicated. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Tuesday, April 4, 2023 9:53 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Heather Wiebe <heather@arris-studio.com>; Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: Re: Laurel - Addressing Vanessa- Can you please share the addressing? If you have previously emailed it out I apologize but I did not see it. Thank you. Chuck Braff M: 310.990.6897 On Mar 20, 2023, at 10:26 AM, Nichols, Vanessa <vnichols@slocity.org> wrote: Thank you. I am going to get this work through with all parties that need to be involved. I will work to have it back to you by the end of the week. Vanessa Nichols Permit Services Coordinator 3 <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Friday, March 17, 2023 7:48 AM To: Nichols, Vanessa <vnichols@slocity.org>; Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com> Subject: RE: Laurel - Addressing Hi Vanessa, Please see the attached warehouse apartment plans for addressing. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Nichols, Vanessa <vnichols@slocity.org> Sent: Thursday, March 16, 2023 4:44 PM To: Chuck Braff <chuck@westpacinv.com> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris- studio.com> Subject: RE: Laurel - Addressing Heather, Can you please email the floor plans? I will get them reviewed with Rodger to get unit numbers assigned to all of the residential units. Thank you. Vanessa Nichols Permit Services Coordinator <image001.png> Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E vnichols@slocity.org T 805.781.7588 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e- notifications 4 From: Chuck Braff <chuck@westpacinv.com> Sent: Thursday, March 16, 2023 3:40 PM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Travis Dunn <travis@westpacinv.com>; Michaela Denny <michaela@westpacinv.com>; Heather Wiebe <heather@arris- studio.com> Subject: Re: Laurel - Addressing This message is from an External Source. Use caution when deciding to open attachments, click links, or respond Vanessa- Checking back in on this. We are getting close to occupancy and I wanted to make sure we had time to review the addressing strategy given the nature of the building etc. Chuck Braff M: 310.990.6897 On Feb 23, 2023, at 3:14 PM, Charles Braff <chuck@westpacinv.com> wrote: Vanessa- How are you? It’s been too long. I wanted to bring up addressing at 1150 Laurel Lane and ask how you wanted to handle the addressing. We created a draft version in 2019 but before I update I wanted to get on a short call with you (or zoom) and review requirements so our time can be as efficient as possible through the proposal. As you know this building is unique and it will take some time to get this right. Thanks Vanessa. Attached: Approved addresses from 2003 Chuck Braff M: 310.990.6897 5 <Unit Adressing Laurel.pdf> 1 From:Young, Nicole Sent:Friday, April 28, 2023 2:25 PM To:Heather Wiebe; Loew, Michael Cc:Nichols, Vanessa; Nelson, Trevor; Michaela Denny; Chuck Braff Subject:RE: BLDG-1885-2020 Laurel Creek 31 Apt. Revision to Permit - Delta 25 Attachments:PLREV-0123-2023_BV_BLDG_Review_V1.pdf Hi Heather, Attached are the few remaining Building comments. When you are ready to submit please reupload plans to the portal and submit a staff notification form. Your request for the 2nd review to remain in-house has been noted. Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Friday, April 28, 2023 10:40 AM To: Loew, Michael <Mloew@slocity.org> Cc: Young, Nicole <nyoung@slocity.org>; Nichols, Vanessa <vnichols@slocity.org>; Nelson, Trevor <tnelson@slocity.org>; Michaela Denny <michaela@westpacinv.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: BLDG-1885-2020 Laurel Creek 31 Apt. Revision to Permit - Delta 25 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Mike, This revision to permit was submiƩed on 3/6 and when we look on InfoSLO the review informaƟon is not available. We were under the impression that this revision was complete, but we can’t find a stamped set of plans on InfoSLO. Are we looking in the wrong locaƟon? This work is criƟcal path on site and it is crucial that we have approved Delta 25 so we can pull encroachment permits and s tart our trenching for PG&E to remain on PG&E schedule. Please let us know where this revision is in the process. We appreciate it. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 2 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Thursday, April 27, 2023 11:07 AM To: Nichols, Vanessa <vnichols@slocity.org> Cc: Loew, Michael <Mloew@slocity.org>; Young, Nicole <nyoung@slocity.org> Subject: BLDG-1885-2020 Laurel Creek 31 Apt. Revision to Permit - Delta 25 Hi Vanessa, We submiƩed a revision to permit on March 6th for the 31 Apt. set at the Laurel Creek Warehouse. It was our understanding that Richard Avila was the final department on 3/21 sƟll reviewing and he had a few quesƟons that we addressed. The items within this revision are now criƟcal path on site and we wanted to see when we can expect this revision back? Which departments are sƟll reviewing the plans? We appreciate you looking into this. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com City of San Luis Obispo AHJ Application/Permit #PLREV-0123-2023 March 27, 2023 BVNA #18429129 Page 1 of 3 Applicant Name: Arris Studio Architects Project Description: Laurel Warehouse Apartments- Residential Revision Project Address: 1150 Laurel Lane Application/Permit #: Submittal: PLREV-0123-2023 First (Hard Copy) Use of Structure: Residential Occupancy: R-2/R-3? Type of Construction: V-B? Number of Stories: Floor Area: ? Fire Sprinklers: ? Fire Hazard Severity Zone: No Flood Zone: No Soils Report: Bureau Veritas has completed the first plan review of the received plans and documents on behalf of the City of San Luis Obispo Building & Safety Division. GENERAL INSTRUCTIONS 1. This plan review has been made to verify conformance to minimum requirements of codes and ordinances adopted by the City Of San Luis Obispo. Codes in effect for this project include the 2019 editions of the California Building Code (CBC), California Green Building Code (CGBC), California Plumbing Code (CPC), California Mechanical Code (CMC), California Electrical Code (CEC), and California Energy Code (CEnC). The CBC is based on the 2018 editions of the International Building Code, which was published by the International Code Council. The CPC and CMC are based on the 2018 edition of the Uniform Plumbing and Mechanical Codes, respectively, which were published by IAPMO. The CEC is based on the 2017 edition of the National Electrical Code published by the National Fire Protection Association (NFPA). Applicable code sections are referenced after each item in this list. 2. These plans and documents have been reviewed for compliance with the applicable code requirements of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of a violation of any applicable codes and/or standards nor relieve the owner, design professional of record or contractor of compliance with any applicable codes and/or standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation. 3. The review does not necessarily include errors and omissions. Complete compliance is the responsibility of the designer. 4. All comments shall be resolved on the plans prior to the recommendation to the governing body for approval. 5. Please annotate your response in the areas on each comment, please see the comment section. City of San Luis Obispo AHJ Application/Permit #PLREV-0123-2023 March 27, 2023 BVNA #18429129 Page 2 of 3 6. Submit a list showing any changes to the plan or previously submitted documents that are not the result of the plan check comments. Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes. IN ORDER TO PROCESS THIS PLAN REVIEW PLEASE PROVIDE THE NAME AND PHONE NUMBER OF THE INDIVIDUAL WHO PREPARED THESE PLAN REVIEW RESPONSES NAME: _____________________________________ PHONE: ____________________________ Please submit two new sets of prints along with the original submittal set, any necessary supporting documentation, and complete responses to the comments listed below to: City of San Luis Obispo Building & Safety Division 919 Palm Street San Luis Obispo, CA 93401 Respectfully Submitted, Jason Ellison jason.ellison@bureauveritas.com 805-792-1109 In the comment responses please be specific as to where items have been addressed so that recheck may be expedited. To aid in the plan review process—please indicate in the space adjacent to each comment or on a separate sheet, the specific sheet or document and the location where corrections have been made or the comment has been addressed (e.g., Detail S of Sheet 3). Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes. ELECTRICAL 1. Please provide details of the working spaces requirements for electrical equipment. [§604.3 CEC] Provide a detail locating the equipment and the measurements on the plans. RESPONSE: 2. Please provide details for the EV parking spaces showing the minimum required dimensions for width and length. [§4.106.4.2.2 CGBC] Provide a detail. RESPONSE: 3. Please verify the minimum required 10% of total parking spaces for the EV parking spaces by showing the locations on the plans. [§4.106.4.2 CGBC] Provide a detail and calculations. RESPONSE: 4. Please provide calculations for the sufficient capability to simultaneously charge all EV’s at the required EV spaces at the full rated amperage of the EVSE. [§4.106.4.2.4 CGBC] Provide a detail and calculations. RESPONSE: City of San Luis Obispo AHJ Application/Permit #PLREV-0123-2023 March 27, 2023 BVNA #18429129 Page 3 of 3 ADDITIONAL 5. Please specify if any changes have been made to the plans that are not a result of comments from this list. If there are other changes, please describe them and where they are located in the plans. RESPONSE: END OF COMMENTS 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Friday, April 28, 2023 8:43 AM To:Maggio, Rodger Cc:Nichols, Vanessa Subject:BLDG-1509-2022 Revision to Permit Attachments:1150 Laurel Ln 190 BLDG-1509-2022 TCO.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Rodger, We had a quesƟon regarding the TCO on the HASLO tenant improvement at the Laurel Creek Warehouse. Since we have not received CerƟficate of Occupancy for this space yet, are we able to submit a revision to permit to the original permit? Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 1 From:Justin Weeks <justin.weeks@kidder.com> Sent:Friday, April 28, 2023 11:22 AM To:Hanh, Hannah Cc:Wayne Froboese; Kevin Thene Subject:RE: Laurel Creek development - density unit allocation among parcels Attachments:2023 04 25 - Laurel Lane Residential Development Potential and Density Transfer.pdf Hi Hannah, We were provided with a leƩer from you dated 4/25/2023 regarding ResidenƟal Development PotenƟal and Density Transfer for a project at 1150 and 1160 Laurel Lane (Assessor’s Parcel Numbers 004- 962-036, -037, -042, and -043). I would like to confirm the current approval status of the density transfer for reporƟng in the appraisal, and I just leŌ you a voicemail. Please note that I am only appraising tax parcels 004-962-036, -037, -043, which total 8.37 acres, not the four parcel Project Site referenced in your letter. Based on my understanding, the three parcels I am appraising are zoned O-S & M-MU and have a maximum development capacity of 162.60 density units on a stand-alone basis (without a density transfer). This is less than the number of density units for the four parcel Project Site that is stated in your letter. Your leƩer indicates that a PD Overlay allows for the ability to transfer and reallocate density units: 1. Has a PD overlay for the project been fully approved as of today? 2. Has a density transfer of excess development rights from tax parcel 004-962-042 to tax parcels 004-962-036, -037, -043 been fully approved as of today? a. If so, please confirm that the approved density transfer allows for tax parcels 004-962-036, -037, -043 to be developed with 318.54 density units on a stand-alone basis as of today. b. If not: i. What is the application/approval status? ii. What is required to receive approval for the construction of 318.54 density units on tax parcels 004-962- 036, -037, -043 (stand-alone basis)? iii. How long will that take? Regards, Justin Weeks, MAI Senior Vice President Valuation Advisory Services KIDDER MATHEWS 101 SW Main Street, Suite 1200, Portland, OR 97204 T 503.721.2733 | C 805.503.3540 justin.weeks@kidder.com | vcard | profile | kidder.com From: Hanh, Hannah <hhanh@slocity.org> Sent: Monday, March 13, 2023 5:26 PM To: Justin Weeks <justin.weeks@kidder.com>; Jonathan Branoff <Jonathan@westpacinv.com> Cc: Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel Creek development - density unit allocation among parcels 2 EXTERNAL Johnathan – Thank you for the introductions. Justin – It was good speaking to you. I hope our conversation was helpful in your preparation of the appraisal. Please feel free to reach out to me if you have any additional questions or need references in the Zoning Regulations or State Density Bonus Law for the project proposal. Sincerely, Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications From: Bell, Kyle <KBell@slocity.org> Sent: Monday, March 13, 2023 2:11 PM To: Jonathan Branoff <Jonathan@westpacinv.com>; Justin Weeks <justin.weeks@kidder.com> Cc: Chuck Braff <chuck@westpacinv.com>; Hanh, Hannah <hhanh@slocity.org> Subject: RE: Laurel Creek development - density unit allocation among parcels Hey Johnathan, I spoke with Justin last week, and while I would love to help, I am not able to provide any input on behalf of the City as I am in a conflict of interest due to property I own in the vicinity. I have provided Justin with contact information for Hannah Hanh (cc’d in this email) who is the assigned planner for the property and informed her of the this inquiry. Good luck with this, and hope you are well in all this rain. Kyle Bell CDD Housing Coordinator T 805.781.7524 From: Jonathan Branoff <Jonathan@westpacinv.com> Sent: Monday, March 13, 2023 1:59 PM To: Justin Weeks <justin.weeks@kidder.com> Cc: Bell, Kyle <KBell@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Laurel Creek development - density unit allocation among parcels This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi JusƟn, 3 I’d like to introduce you to Kyle Bell with the City of San Luis Obispo (copied). He should be able to answer your ques Ɵon or help point you in the right direcƟon with respect to your quesƟon on allocaƟon of density units. Kyle – we’re in the process of refinancing the 3 land parcels at Laurel Creek with ARB, and Jus Ɵn is working on the appraisal. JusƟn can explain it more clearly, but in general, he’s looking for confirmaƟon from someone at the city that the warehouse parcel can allocate unused density units to the 3 land parcels. As a reference, we’ve prepared a Density Unit Sharing Agreement (aƩached) between Laurel Creek (warehouse parcel) and Laurel Creek II (land parcels) to further describe the density unit sharing that is contemplated as part of the overall site development, which lines up with the development plan for the overall site that has been submiƩed for approval. This agreement will be notarized and recorded. Please let me know if you have any ques Ɵons or if there is anything that I can do to assist. I appreciate your help. Thank you, Jonathan Branoff Executive Vice President 1150 Laurel Lane | San Luis Obispo, CA | 93401 jonathan@westpacinv.com O: 805.965.2100 M: 517.505.0083 April 25, 2023 Chuck Braff Laurel Creek, LP 1150 Laurel Lane San Luis Obispo, CA 93401 Subject: 1150 and 1160 Laurel Lane (Assessor’s Parcel Numbers 004- 962-034, -035, - 036, and -037) – Residential Development Potential and Density Transfer Dear Chuck Braff, This letter is in response to your request to confirm the residential development potential and density transfer for the subject property, which contains approximately 17.04 acres and comprises of four, adjacent parcels that are referred to as the Project Site herein. Residential Development Potential The Project Site is split-zoned and includes 3.53 acres in the Office Zone with Special Considerations Overlay (O-S) and 13.51 acres in the Manufacturing Zone with Mixed-Use Overlay (M-MU). Per City of San Luis Obispo Municipal Code Chapter 17.24 (Office [O] Zone) and Chapter 17.40 (Manufacturing [M] Zone), maximum residential density for the O and M Zones is 12 density units per net acre and 24 density units per net acre, respectively. Therefore, a base density of 366.6 units is permitted for the Project Site. In exchange for providing affordable units as part of a housing project, California Government Code Sections 65915-65918 (Density Bonus Law) allow developers to obtain a density bonus and other development incentives to construct units that are in addition to the base density units permitted by a local jurisdiction (e.g., City of San Luis Obispo). The density bonus amount is set on a sliding scale and is based on the percentage of dedicated units at each income level. Pursuant to Density Bonus Law, the developer may elect to obtain a five percent density bonus and various development incentives to construct a total of 384.93 density units in exchange for dedicating a minimum five percent of units to very-low-income households. Density Transfer In accordance with Municipal Code Chapter 17.148 (Planned Development [PD] Overlay) and Section 17.70.040(B)(1) (Density Transfer – PD Overlay Zone), application of a PD Overlay on the Project Site allows for flexibility, where necessary and justifiable, in the application of development standards, including the ability to transfer and reallocate residential development potential (i.e., density units) between different parcels located within 1150 and 1160 Laurel Lane Residential Development Potential and Density Transfer Page 2 the Overlay. Therefore, the overall number of 384.3 density units may be constructed, where appropriate, across the four parcels, which comprise the Project Site, within the PD Overlay. Please note this letter is not binding on the City of San Luis Obispo with regards to amendments to the General Plan and/or Zoning Regulations that may be adopted in the future. If you have any questions related to this letter or need additional information, please contact me at hhanh@slocity.org. Sincerely, Hannah Hanh Associate Planner Community Development 1 From:Justin Weeks <justin.weeks@kidder.com> Sent:Friday, April 28, 2023 3:27 PM To:Hanh, Hannah Cc:wayne@froboeserealty.com; Kevin Thene Subject:RE: Laurel Creek development - density unit allocation among parcels Hi Hannah, Thank you for the detailed responses, and I will circle back on Monday if there are any follow-up quesƟons. Regards, Justin Weeks, MAI Senior Vice President Valuation Advisory Services KIDDER MATHEWS 101 SW Main Street, Suite 1200, Portland, OR 97204 T 503.721.2733 | C 805.503.3540 justin.weeks@kidder.com | vcard | profile | kidder.com From: Hanh, Hannah <hhanh@slocity.org> Sent: Friday, April 28, 2023 3:12 PM To: Justin Weeks <justin.weeks@kidder.com> Cc: wayne@froboeserealty.com; Kevin Thene <kevin.thene@kidder.com> Subject: RE: Laurel Creek development - density unit allocation among parcels EXTERNAL Hi Justin, Below are my responses in blue to your questions. 1. Has a PD overlay for the project been fully approved as of today? As of today, a PD Overlay has not been approved for the project. 2. Has a density transfer of excess development rights from tax parcel 004-962-042 to tax parcels 004-962-036, - 037, -043 been fully approved as of today? As mentioned above, the PD Overlay has not been approved. Through the PD Overlay application, a density transfer between these different parcels can be requested, and this request may be granted as part of the conditional approval. a. If so, please confirm that the approved density transfer allows for tax parcels 004-962-036, -037, -043 to be developed with 318.54 density units on a stand-alone basis as of today. b. If not: i. What is the application/approval status? 2 The Planning Division received the application package for the mixed-use development on April 20, 2023. The application package is currently in the initial 30-day completeness review period. ii. What is required to receive approval for the construction of 318.54 density units on tax parcels 004-962-036, -037, -043 (stand-alone basis)? Due to the scale of the development, multiple Planning application types are required and would be evaluated as a whole for the project. Below are the anticipated application types: - Major Development Review - Planned Development Rezoning (PD Overlay) - Conditional or Minor Use Permit o This application will apply if the mixed-use development proposes any uses that require Use Permit approval to operate in the underlying zones. Staff will determine whether a Use Permit is required after completing the first review of the submittal. - Affordable Housing Incentives/Concessions (associated with the Density Bonus request) - Environmental Review The project will require review by multiple advisory bodies (e.g., Architectural Review Commission, Airport Land Use Commission, and Planning Commission) and final review and approval by the City Council. iii. How long will that take? The length of the overall review process depends on multiple factors. Examples of these factors include: quality and completeness of the application package (consistency with City policies/regulations, responsiveness to comments); environmental review (evaluation of environmental concerns, preparation of the environmental document, public review and comment, etc.); and public hearings (public review and comment). After considering other projects of similar scale and complexity, I am anticipating a minimum of one year for the overall process. If you have any additional questions or need further clarification, please note I am out of the office for the rest of the afternoon and will return Monday morning. Sincerely, Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications From: Justin Weeks <justin.weeks@kidder.com> Sent: Friday, April 28, 2023 11:22 AM To: Hanh, Hannah <hhanh@slocity.org> 3 Cc: Wayne Froboese <wayne@froboeserealty.com>; Kevin Thene <kevin.thene@kidder.com > Subject: RE: Laurel Creek development - density unit allocation among parcels Hi Hannah, We were provided with a leƩer from you dated 4/25/2023 regarding ResidenƟal Development PotenƟal and Density Transfer for a project at 1150 and 1160 Laurel Lane (Assessor’s Parcel Numbers 004- 962-036, -037, -042, and -043). I would like to confirm the current approval status of the density transfer for reporƟng in the appraisal, and I just leŌ you a voicemail. Please note that I am only appraising tax parcels 004-962-036, -037, -043, which total 8.37 acres, not the four parcel Project Site referenced in your letter. Based on my understanding, the three parcels I am appraising are zoned O-S & M-MU and have a maximum development capacity of 162.60 density units on a stand-alone basis (without a density transfer). This is less than the number of density units for the four parcel Project Site that is stated in your letter. Your leƩer indicates that a PD Overlay allows for the ability to transfer and reallocate density units: 1. Has a PD overlay for the project been fully approved as of today? 2. Has a density transfer of excess development rights from tax parcel 004-962-042 to tax parcels 004-962-036, -037, -043 been fully approved as of today? a. If so, please confirm that the approved density transfer allows for tax parcels 004-962-036, -037, -043 to be developed with 318.54 density units on a stand-alone basis as of today. b. If not: i. What is the application/approval status? ii. What is required to receive approval for the construction of 318.54 density units on tax parcels 004-962- 036, -037, -043 (stand-alone basis)? iii. How long will that take? Regards, Justin Weeks, MAI Senior Vice President Valuation Advisory Services KIDDER MATHEWS 101 SW Main Street, Suite 1200, Portland, OR 97204 T 503.721.2733 | C 805.503.3540 justin.weeks@kidder.com | vcard | profile | kidder.com From: Hanh, Hannah <hhanh@slocity.org> Sent: Monday, March 13, 2023 5:26 PM To: Justin Weeks <justin.weeks@kidder.com>; Jonathan Branoff <Jonathan@westpacinv.com> Cc: Chuck Braff <chuck@westpacinv.com> Subject: RE: Laurel Creek development - density unit allocation among parcels EXTERNAL Johnathan – Thank you for the introductions. Justin – It was good speaking to you. I hope our conversation was helpful in your preparation of the appraisal. Please feel free to reach out to me if you have any additional questions or need references in the Zoning Regulations or State Density Bonus Law for the project proposal. Sincerely, 4 Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications From: Bell, Kyle <KBell@slocity.org> Sent: Monday, March 13, 2023 2:11 PM To: Jonathan Branoff <Jonathan@westpacinv.com>; Justin Weeks <justin.weeks@kidder.com> Cc: Chuck Braff <chuck@westpacinv.com>; Hanh, Hannah <hhanh@slocity.org> Subject: RE: Laurel Creek development - density unit allocation among parcels Hey Johnathan, I spoke with Justin last week, and while I would love to help, I am not able to provide any input on behalf of the City as I am in a conflict of interest due to property I own in the vicinity. I have provided Justin with contact information for Hannah Hanh (cc’d in this email) who is the assigned planner for the property and informed her of the this inquiry. Good luck with this, and hope you are well in all this rain. Kyle Bell CDD Housing Coordinator T 805.781.7524 From: Jonathan Branoff <Jonathan@westpacinv.com> Sent: Monday, March 13, 2023 1:59 PM To: Justin Weeks <justin.weeks@kidder.com> Cc: Bell, Kyle <KBell@slocity.org>; Chuck Braff <chuck@westpacinv.com> Subject: Laurel Creek development - density unit allocation among parcels This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi JusƟn, I’d like to introduce you to Kyle Bell with the City of San Luis Obispo (copied). He should be able to answer your ques Ɵon or help point you in the right direcƟon with respect to your quesƟon on allocaƟon of density units. Kyle – we’re in the process of refinancing the 3 land parcels at Laurel Creek with ARB, and Jus Ɵn is working on the appraisal. JusƟn can explain it more clearly, but in general, he’s looking for confirmaƟon from someone at the city that the warehouse parcel can allocate unused density units to the 3 land parcels. As a reference, we’ve prepared a Density Unit Sharing Agreement (aƩached) between Laurel Creek (warehouse parcel) and Laurel Creek II (land parcels) to further describe the density unit sharing that is contemplated as part of the overall site 5 development, which lines up with the development plan for the overall site that has been submiƩed for approval. This agreement will be notarized and recorded. Please let me know if you have any ques Ɵons or if there is anything that I can do to assist. I appreciate your help. Thank you, Jonathan Branoff Executive Vice President 1150 Laurel Lane | San Luis Obispo, CA | 93401 jonathan@westpacinv.com O: 805.965.2100 M: 517.505.0083 1 From:Hanh, Hannah Sent:Tuesday, April 25, 2023 12:06 PM To:Chuck Braff Subject:RE: Laurel - PD - Shared Density Attachments:2023 04 25 - Laurel Lane Residential Development Potential and Density Transfer.pdf Hi Chuck, Please see attached letter per your request. Let me know if you have any questions. Sincerely, Hannah Hanh Associate Planner Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 E hhanh@slocity.org T 805.781.7432 slocity.org Stay connected with the City by signing up for e-notifications From: Chuck Braff <chuck@westpacinv.com> Sent: Monday, April 24, 2023 1:21 PM To: Hanh, Hannah <hhanh@slocity.org> Subject: Re: Laurel - PD - Shared Density This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Wanted to make sure you saw this email. If you want to discuss further please call anytime. Chuck Braff M: 310.990.6897 On Apr 21, 2023, at 2:22 PM, Charles Braff <chuck@westpacinv.com> wrote: Hannah- I have been asked by the bank to provide evidence to the fact that the City allows the transfer of density units over various parcels in a PD overlay. I am hoping that you could look at the below and agree to send this back to me in a letter addressed to the project stating such. Looking for something along the lines of the below. 2 Thank you. In accordance with the City of San Luis Obispo’s Municipal Code section 17.70.040 (density) subsection B-1 (density transfer), the developer has the right to transfer density units within the area covered by the planned development overlay. In conformance with the requirements of chapter 17.48 this would allow the density to be transferred between parcels in the PD overlay. The project site, 1150 / 1160 Laurel Lane has a total allowable density of 384.93 DUs which may be provided on any portion of the PD overlay. Thank you for reaching out and I hope this clarifies your situation. Chuck Braff M: 310.990.6897 April 25, 2023 Chuck Braff Laurel Creek, LP 1150 Laurel Lane San Luis Obispo, CA 93401 Subject: 1150 and 1160 Laurel Lane (Assessor’s Parcel Numbers 004- 962-034, -035, - 036, and -037) – Residential Development Potential and Density Transfer Dear Chuck Braff, This letter is in response to your request to confirm the residential development potential and density transfer for the subject property, which contains approximately 17.04 acres and comprises of four, adjacent parcels that are referred to as the Project Site herein. Residential Development Potential The Project Site is split-zoned and includes 3.53 acres in the Office Zone with Special Considerations Overlay (O-S) and 13.51 acres in the Manufacturing Zone with Mixed-Use Overlay (M-MU). Per City of San Luis Obispo Municipal Code Chapter 17.24 (Office [O] Zone) and Chapter 17.40 (Manufacturing [M] Zone), maximum residential density for the O and M Zones is 12 density units per net acre and 24 density units per net acre, respectively. Therefore, a base density of 366.6 units is permitted for the Project Site. In exchange for providing affordable units as part of a housing project, California Government Code Sections 65915-65918 (Density Bonus Law) allow developers to obtain a density bonus and other development incentives to construct units that are in addition to the base density units permitted by a local jurisdiction (e.g., City of San Luis Obispo). The density bonus amount is set on a sliding scale and is based on the percentage of dedicated units at each income level. Pursuant to Density Bonus Law, the developer may elect to obtain a five percent density bonus and various development incentives to construct a total of 384.93 density units in exchange for dedicating a minimum five percent of units to very-low-income households. Density Transfer In accordance with Municipal Code Chapter 17.148 (Planned Development [PD] Overlay) and Section 17.70.040(B)(1) (Density Transfer – PD Overlay Zone), application of a PD Overlay on the Project Site allows for flexibility, where necessary and justifiable, in the application of development standards, including the ability to transfer and reallocate residential development potential (i.e., density units) between different parcels located within 1150 and 1160 Laurel Lane Residential Development Potential and Density Transfer Page 2 the Overlay. Therefore, the overall number of 384.3 density units may be constructed, where appropriate, across the four parcels, which comprise the Project Site, within the PD Overlay. Please note this letter is not binding on the City of San Luis Obispo with regards to amendments to the General Plan and/or Zoning Regulations that may be adopted in the future. If you have any questions related to this letter or need additional information, please contact me at hhanh@slocity.org. Sincerely, Hannah Hanh Associate Planner Community Development 1 From:Cristi Fry <cristi@coast-inc.com> Sent:Monday, April 24, 2023 9:06 AM To:Weir, Charles Cc:Sarah Wells; LaFreniere, Matt; Hanh, Hannah Subject:Laurel Creek- FMAP 0602-2022 Parcel Map - 2nd Submittal PM SLO 21-0007 Attachments:20230331; 2nd Submittal PM SLO 21-0007.zip This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Charles, How are things going? I am checking in on the 3-D map submittal to see if there are any questions. We have still never heard back confirmation on paid Parkland Improvement Fees (Bldg) or the Park In-Lieu Fees (Planning). Owner is pushing for end of May recording. Thanks, Cristi Cristi E. Fry, PE, PLS Coast Engineering & Survey, Inc. 785 High Street, San Luis Obispo, CA 93401 cristi@coast-inc.com o) 805-242-6365 ext. 55 m) 805-550-0361 ---------- Forwarded message --------- From: Sarah Wells <sarah@coast-inc.com> Date: Fri, Mar 31, 2023 at 12:07 PM Subject: FMAP 0602-2022 Parcel Map - 2nd Submittal To: LaFreniere, Matt <mlafreni@slocity.org> Cc: Weir, Charles <cweir@slocity.org>, Chuck Braff <chuck@westpacinv.com>, Cristi Fry <cristi@coast- inc.com>, Michaela Denny <michaela@westpacinv.com>, Todd Robinson <todd@coast-inc.com>, Hannula, Hal <hhannula@slocity.org>, SurveyTeam <surveyteam@coast-inc.com>, <Jonathan@westpacinv.com>, Patrick Smith <psmith@westpacinv.com> Hi Matt, 2 Attached is an electronic .zip file of the hard copy for the 2nd Submittal of PM SLO 21-0007 that was dropped off today. Please distribute accordingly. Let me know immediately if you have any issues opening these files. Thanks again to Charles for the advance technical review of this map. Sarah Wells Coast Engineering & Survey, Inc. o: (805) 242-6365 ext.. 56 c: (805) 550-2390 sarah@coast-inc.com Coast Engineering & Survey, Inc. (COAST) assumes no responsibility for data files supplied in electronic format. Such data is being provided as a courtesy only. The requested electronic file(s) remain the property of COAST. No warranties or guarantees are made that the files represent or reflect the complete scope of work and/or as-built condition. Date 02/09/2023 Coast Engineering & Survey, Inc 785 High Street San Luis Obispo, CA 93401 Attn: Cristi Fry, PLS Re: Parcel Map SLO 21-0007, 1150 Laurel Ln, San Luis Obispo To: Whom it may concern, Based on the information provided, reference to the above-mentioned project (PM SLO SLO 21-0007) it appears that there are no conflicts with either our existing easements, or our overhead facilities. These proposed easements and facilities also appear adequate for providing Future CATV service to this project. If you have any questions, feel free to contact me at 805-783-4942. Sincerely, Ryan Schwiebert Charter Communications Construction Dept. Construction Coordinator T-805.783.4942 785 High Street San Luis Obispo, CA 93401 January 11, 2023 CERTIFIED MAIL - RRR Digital West 1998 Santa Barbara Ave, Suite #200 San Luis Obispo, CA 93401 Attention: Right of Way Department Subject: Parcel Map SLO 21-0007, 1150 Laurel Lane, San Luis Obispo To whom it may concern: Enclosed is a draft copy of the subject Parcel Map. Pursuant to Subdivision Map Act Section 66436a-3Ai this is a request for a non-interference letter for easement rights located within the above subdivision, (shown highlighted on the enclosed map.) Please send the letter to our firm and we will forward it to the appropriate public agency. Attached is Subdivision Map Act Section 66436a-3Ai. Please feel free to call me at (805) 550-0361 if you have any questions. Sincerely, Ashley & Vance ___________________________ Cristi Fry, PLS Enclosure: Draft Parcel Map & Subdivision Map Act Section 66436 785 High Street San Luis Obispo, CA 93401 January 11, 2023 CERTIFIED MAIL - RRR AT&T 196 Suburban Road San Luis Obispo, CA 93401 Attention: Ralph Soares Subject: Parcel Map SLO 21-0007, 1150 Laurel Lane, San Luis Obispo Dear Ralph: Enclosed is a draft copy of the subject Parcel Map. Pursuant to Subdivision Map Act Section 66436a-3Ai this is a request for a non-interference letter for easement rights located within the above subdivision, (shown highlighted on the enclosed map.) Please send the letter to our firm and we will forward it to the appropriate public agency. Attached is Subdivision Map Act Section 66436a-3Ai. Please feel free to call me at (805) 550-0361 if you have any questions. Sincerely, Ashley & Vance ___________________________ Cristi Fry, PLS Enclosure: Draft Parcel Map & Subdivision Map Act Section 66436 Parcel Map Check Report Client: Laurel Creek SLO AL 22-0011 Prepared by: SCW Date: 5/2/2022 1:24:08 PM Parcel Name: PARCEL 1 - AV-Standard : 1 Description: Process segment order counterclockwise: True Enable mapcheck across chord: False North:10,072.7728' East:20,966.5437' Segment# 1: Line Course: N57°16'14"W Length: 337.08' North: 10,255.0228' East: 20,682.9809' Segment# 2: Line Course: S48°53'54"W Length: 51.39' North: 10,221.2391' East: 20,644.2562' Segment# 3: Line Course: N57°36'19"W Length: 28.10' North: 10,236.2937' East: 20,620.5292' Segment# 4: Line Course: N12°17'31"W Length: 24.98' North: 10,260.7010' East: 20,615.2111' Segment# 5: Line Course: N57°12'35"W Length: 168.58' North: 10,351.9982' East: 20,473.4929' Segment# 6: Line Course: N32°42'19"E Length: 50.90' North: 10,394.8285' East: 20,500.9951' Segment# 7: Line Course: N57°17'41"W Length: 290.55' North: 10,551.8179' East: 20,256.5086' Segment# 8: Line Course: S32°42'19"W Length: 16.63' North: 10,537.8244' East: 20,247.5231' Segment# 9: Line Course: N57°17'41"W Length: 275.64' North: 10,686.7576' East: 20,015.5828' Segment# 10: Line Course: S41°13'34"W Length: 376.18' North: 10,403.8271' East: 19,767.6681' Segment# 11: Line Course: S32°04'16"E Length: 462.64' North: 10,011.7907' East: 20,013.3167' Segment# 12: Line Course: N32°47'25"E Length: 166.07' North: 10,151.3989' East: 20,103.2544' Segment# 13: Line Course: S57°12'35"E Length: 402.82' North: 9,933.2454' East: 20,441.8885' Segment# 14: Line Course: N47°44'14"E Length: 70.89' North: 9,980.9212' East: 20,494.3519' Segment# 15: Line Course: S57°18'18"E Length: 35.08' North: 9,961.9722' East: 20,523.8738' Segment# 16: Line Course: N34°33'26"E Length: 292.70' North: 10,203.0282' East: 20,689.9017' Segment# 17: Line Course: S57°16'14"E Length: 303.15' North: 10,039.1233' East: 20,944.9215' Segment# 18: Line Course: N32°42'29"E Length: 40.00' North: 10,072.7807' East: 20,966.5359' Perimeter: 3,393.39' Area: 378,009.71Sq.Ft. Error Closure: 0.0111 Course: N44°59'28"W Error North : 0.00782 East: -0.00782 Precision 1: 305,709.91 Parcel Name: PARCEL 2 - AV-Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,072.7728' East:20,966.5437' Segment# 1: Line Course: N57°16'14"W Length: 337.08' North: 10,255.0228' East: 20,682.9809' Segment# 2: Line Course: S48°53'54"W Length: 51.39' North: 10,221.2391' East: 20,644.2562' Segment# 3: Line Course: N57°36'19"W Length: 28.10' North: 10,236.2937' East: 20,620.5292' Segment# 4: Line Course: N12°17'31"W Length: 24.98' North: 10,260.7010' East: 20,615.2111' Segment# 5: Line Course: N57°12'35"W Length: 168.58' Parcel Map Check Report Client: Prepared by: Laurel Creek, LP Cristi E. Fry, PLS 1150 Laurel Lane Coast Engineering & Surveying, Inc. 785 High Street Date: 3/30/2023 10:22:50 AM Parcel Name: PARCEL 2-9 EXTERIOR - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,155.7224' East:20,173.4286' Segment# 1: Line Course: N57°17'44"W Length: 299.67' North: 10,317.6358' East: 19,921.2656' Segment# 2: Line Course: N32°42'16"E Length: 53.95' North: 10,363.0330' East: 19,950.4151' Segment# 3: Line Course: S57°17'44"E Length: 52.45' North: 10,334.6940' East: 19,994.5501' Segment# 4: Line Course: N32°42'16"E Length: 5.38' North: 10,339.2211' East: 19,997.4570' Segment# 5: Line Course: S57°17'44"E Length: 8.88' North: 10,334.4232' East: 20,004.9292' Segment# 6: Line Course: N32°42'16"E Length: 5.46' North: 10,339.0176' East: 20,007.8793' Segment# 7: Line Course: N57°17'44"W Length: 15.25' North: 10,347.2573' East: 19,995.0469' Segment# 8: Line Course: N32°42'16"E Length: 18.40' North: 10,362.7403' East: 20,004.9885' Segment# 9: Line Course: N57°17'44"W Length: 8.33' North: 10,367.2410' East: 19,997.9791' Segment# 10: Line Course: N32°42'16"E Length: 3.30' North: 10,370.0179' East: 19,999.7621' Segment# 11: Line Course: N57°17'44"W Length: 6.29' North: 10,373.4164' East: 19,994.4693' Segment# 12: Line Course: S32°42'16"W Length: 7.23' North: 10,367.3326' East: 19,990.5628' Segment# 13: Line Course: N57°17'44"W Length: 31.50' North: 10,384.3522' East: 19,964.0566' Segment# 14: Line Course: N32°42'16"E Length: 158.73' North: 10,517.9186' East: 20,049.8193' Segment# 15: Line Course: S57°17'44"E Length: 68.45' North: 10,480.9347' East: 20,107.4178' Segment# 16: Line Course: S32°42'16"W Length: 0.41' North: 10,480.5897' East: 20,107.1963' Segment# 17: Line Course: S57°17'44"E Length: 20.84' North: 10,469.3297' East: 20,124.7325' Segment# 18: Line Course: S32°42'16"W Length: 5.42' North: 10,464.7689' East: 20,121.8041' Segment# 19: Line Course: S57°17'44"E Length: 20.50' North: 10,453.6927' East: 20,139.0542' Segment# 20: Line Course: N32°42'16"E Length: 5.42' North: 10,458.2534' East: 20,141.9826' Segment# 21: Line Course: S57°17'44"E Length: 19.50' North: 10,447.7175' East: 20,158.3913' Segment# 22: Line Course: S32°42'16"W Length: 5.42' North: 10,443.1567' East: 20,155.4628' Segment# 23: Line Course: S57°17'44"E Length: 20.50' North: 10,432.0804' East: 20,172.7129' Segment# 24: Line Course: N32°42'16"E Length: 5.42' North: 10,436.6412' East: 20,175.6414' Segment# 25: Line Course: S57°17'44"E Length: 10.00' North: 10,431.2381' East: 20,184.0561' Segment# 26: Line Course: N32°42'16"E Length: 23.35' North: 10,450.8864' East: 20,196.6722' Segment# 27: Line Course: N57°17'44"W Length: 0.20' North: 10,450.9945' East: 20,196.5039' Segment# 28: Line Course: N32°42'16"E Length: 59.39' North: 10,500.9693' East: 20,228.5927' Segment# 29: Line Course: S57°17'44"E Length: 59.56' North: 10,468.7887' East: 20,278.7106' Segment# 30: Line Course: S32°42'16"W Length: 59.39' North: 10,418.8139' East: 20,246.6218' Segment# 31: Line Course: N57°17'44"W Length: 20.59' North: 10,429.9388' East: 20,229.2960' Segment# 32: Line Course: S32°42'16"W Length: 22.81' North: 10,410.7449' East: 20,216.9716' Segment# 33: Line Course: S57°17'44"E Length: 120.98' North: 10,345.3787' East: 20,318.7725' Segment# 34: Line Course: S32°42'16"W Length: 12.53' North: 10,334.8351' East: 20,312.0025' Segment# 35: Line Course: S57°17'44"E Length: 23.10' North: 10,322.3541' East: 20,331.4404' Segment# 36: Line Course: S32°42'16"W Length: 10.64' North: 10,313.4008' East: 20,325.6915' Segment# 37: Line Course: S57°17'44"E Length: 9.34' North: 10,308.3544' East: 20,333.5509' Segment# 38: Line Course: N32°42'16"E Length: 23.17' North: 10,327.8512' East: 20,346.0697' Segment# 39: Line Course: S57°17'44"E Length: 168.43' North: 10,236.8475' East: 20,487.7983' Segment# 40: Line Course: S32°42'16"W Length: 0.54' North: 10,236.3931' East: 20,487.5066' Segment# 41: Line Course: S57°17'44"E Length: 58.90' North: 10,204.5691' East: 20,537.0691' Segment# 42: Line Course: S32°42'16"W Length: 3.75' North: 10,201.4136' East: 20,535.0429' Segment# 43: Line Course: S57°17'44"E Length: 19.35' North: 10,190.9587' East: 20,551.3254' Segment# 44: Line Course: S32°42'16"W Length: 136.66' North: 10,075.9636' East: 20,477.4872' Segment# 45: Line Course: N57°17'44"W Length: 37.88' North: 10,096.4304' East: 20,445.6124' Segment# 46: Line Course: S32°42'16"W Length: 43.17' North: 10,060.1041' East: 20,422.2874' Segment# 47: Line Course: S57°17'44"E Length: 38.41' North: 10,039.3510' East: 20,454.6082' Segment# 48: Line Course: S32°42'16"W Length: 53.98' North: 9,993.9285' East: 20,425.4425' Segment# 49: Line Course: N57°17'44"W Length: 279.89' North: 10,145.1547' East: 20,189.9238' Segment# 50: Line Course: N32°42'16"E Length: 31.00' North: 10,171.2402' East: 20,206.6732' Segment# 51: Line Course: N57°17'44"W Length: 9.65' North: 10,176.4541' East: 20,198.5531' Segment# 52: Line Course: N32°42'16"E Length: 15.72' North: 10,189.6820' East: 20,207.0467' Segment# 53: Line Course: S57°17'44"E Length: 1.46' North: 10,188.8932' East: 20,208.2752' Segment# 54: Line Course: N32°42'16"E Length: 8.93' North: 10,196.4075' East: 20,213.1002' Segment# 55: Line Course: N57°17'44"W Length: 11.41' North: 10,202.5724' East: 20,203.4990' Segment# 56: Line Course: S32°42'16"W Length: 55.65' North: 10,155.7446' East: 20,173.4310' Perimeter: 2,276.51' Area: 142,227.90Sq.Ft. Error Closure: 0.0224 Course: N6°08'22"E Error North : 0.02223 East: 0.00239 Precision 1: 101,630.80 Parcel Name: PARCEL 2-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,444.1450' East:20,083.7975' Segment# 1: Line Course: N32°42'16"E Length: 43.29' North: 10,480.5722' East: 20,107.1873' Segment# 2: Line Course: S57°17'44"E Length: 20.84' North: 10,469.3122' East: 20,124.7235' Segment# 3: Line Course: S32°42'16"W Length: 5.42' North: 10,464.7515' East: 20,121.7951' Segment# 4: Line Course: S57°17'44"E Length: 20.50' North: 10,453.6752' East: 20,139.0452' Segment# 5: Line Course: N32°42'16"E Length: 5.42' North: 10,458.2360' East: 20,141.9736' Segment# 6: Line Course: S57°17'44"E Length: 19.50' North: 10,447.7000' East: 20,158.3823' Segment# 7: Line Course: S32°42'16"W Length: 5.42' North: 10,443.1392' East: 20,155.4538' Segment# 8: Line Course: S57°17'44"E Length: 20.50' North: 10,432.0630' East: 20,172.7039' Segment# 9: Line Course: N32°42'16"E Length: 5.42' North: 10,436.6237' East: 20,175.6324' Segment# 10: Line Course: S57°17'44"E Length: 10.00' North: 10,431.2207' East: 20,184.0471' Segment# 11: Line Course: N32°42'16"E Length: 23.35' North: 10,450.8690' East: 20,196.6632' Segment# 12: Line Course: S57°17'44"E Length: 19.52' North: 10,440.3222' East: 20,213.0887' Segment# 13: Line Course: S32°42'16"W Length: 13.22' North: 10,429.1980' East: 20,205.9458' Segment# 14: Line Course: S57°17'44"E Length: 12.57' North: 10,422.4064' East: 20,216.5231' Segment# 15: Line Course: S32°42'16"W Length: 53.42' North: 10,377.4551' East: 20,187.6600' Segment# 16: Line Course: N57°17'44"W Length: 123.43' North: 10,444.1450' East: 20,083.7975' Perimeter: 401.82' Area: 5,704.72Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 401,820,000.00 Parcel Name: PARCEL 2-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,444.1450' East:20,083.7975' Segment# 1: Line Course: N32°42'16"E Length: 43.29' North: 10,480.5722' East: 20,107.1873' Segment# 2: Line Course: S57°17'44"E Length: 20.84' North: 10,469.3122' East: 20,124.7235' Segment# 3: Line Course: S32°42'16"W Length: 5.42' North: 10,464.7515' East: 20,121.7951' Segment# 4: Line Course: S57°17'44"E Length: 20.50' North: 10,453.6752' East: 20,139.0452' Segment# 5: Line Course: N32°42'16"E Length: 5.42' North: 10,458.2360' East: 20,141.9736' Segment# 6: Line Course: S57°17'44"E Length: 19.50' North: 10,447.7000' East: 20,158.3823' Segment# 7: Line Course: S32°42'16"W Length: 5.42' North: 10,443.1392' East: 20,155.4538' Segment# 8: Line Course: S57°17'44"E Length: 20.50' North: 10,432.0630' East: 20,172.7039' Segment# 9: Line Course: N32°42'16"E Length: 5.42' North: 10,436.6237' East: 20,175.6324' Segment# 10: Line Course: S57°17'44"E Length: 19.42' North: 10,426.1310' East: 20,191.9737' Segment# 11: Line Course: S32°42'16"W Length: 5.42' North: 10,421.5702' East: 20,189.0452' Segment# 12: Line Course: S57°17'44"E Length: 10.61' North: 10,415.8376' East: 20,197.9732' Segment# 13: Line Course: N32°42'16"E Length: 5.42' North: 10,420.3984' East: 20,200.9017' Segment# 14: Line Course: S57°17'44"E Length: 12.06' North: 10,413.8823' East: 20,211.0498' Segment# 15: Line Course: S32°42'16"W Length: 43.29' North: 10,377.4551' East: 20,187.6600' Segment# 16: Line Course: N57°17'44"W Length: 123.43' North: 10,444.1450' East: 20,083.7975' Perimeter: 365.96' Area: 5,064.17Sq.Ft. Error Closure: 0.0000 Course: S0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 365,960,000.00 Parcel Name: PARCEL 3-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,440.3225' East:20,213.0911' Segment# 1: Line Course: N57°17'44"W Length: 19.72' North: 10,450.9773' East: 20,196.4973' Segment# 2: Line Course: N32°42'16"E Length: 59.39' North: 10,500.9522' East: 20,228.5860' Segment# 3: Line Course: S57°17'44"E Length: 59.56' North: 10,468.7715' East: 20,278.7039' Segment# 4: Line Course: S32°42'16"W Length: 59.39' North: 10,418.7967' East: 20,246.6152' Segment# 5: Line Course: N57°17'44"W Length: 20.59' North: 10,429.9216' East: 20,229.2893' Segment# 6: Line Course: S32°42'16"W Length: 22.81' North: 10,410.7277' East: 20,216.9650' Segment# 7: Line Course: S57°17'44"E Length: 120.98' North: 10,345.3615' East: 20,318.7659' Segment# 8: Line Course: S32°42'16"W Length: 12.53' North: 10,334.8179' East: 20,311.9958' Segment# 9: Line Course: S57°17'44"E Length: 23.10' North: 10,322.3369' East: 20,331.4338' Segment# 10: Line Course: S32°42'16"W Length: 10.64' North: 10,313.3836' East: 20,325.6849' Segment# 11: Line Course: S57°17'44"E Length: 9.34' North: 10,308.3372' East: 20,333.5442' Segment# 12: Line Course: S32°42'16"W Length: 36.27' North: 10,277.8171' East: 20,313.9474' Segment# 13: Line Course: N57°17'44"W Length: 32.85' North: 10,295.5661' East: 20,286.3051' Segment# 14: Line Course: S32°42'16"W Length: 2.59' North: 10,293.3867' East: 20,284.9057' Segment# 15: Line Course: N57°17'44"W Length: 119.70' North: 10,358.0613' East: 20,184.1819' Segment# 16: Line Course: N32°42'16"E Length: 18.20' North: 10,373.3761' East: 20,194.0155' Segment# 17: Line Course: N57°17'44"W Length: 7.55' North: 10,377.4554' East: 20,187.6624' Segment# 18: Line Course: N32°42'16"E Length: 53.42' North: 10,422.4066' East: 20,216.5255' Segment# 19: Line Course: N57°17'44"W Length: 12.57' North: 10,429.1983' East: 20,205.9482' Segment# 20: Line Course: N32°42'16"E Length: 13.22' North: 10,440.3225' East: 20,213.0911' Perimeter: 714.44' Area: 13,058.70Sq.Ft. Error Closure: 0.0000 Course: S75°57'50"W Error North : 0.00000 East: 0.00000 Precision 1: 714,420,000.00 Parcel Name: PARCEL 4 - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,155.7224' East:20,173.4286' Segment# 1: Line Course: N57°17'44"W Length: 299.67' North: 10,317.6358' East: 19,921.2656' Segment# 2: Line Course: N32°42'16"E Length: 53.95' North: 10,363.0330' East: 19,950.4151' Segment# 3: Line Course: S57°17'44"E Length: 52.45' North: 10,334.6940' East: 19,994.5501' Segment# 4: Line Course: N32°42'16"E Length: 5.38' North: 10,339.2211' East: 19,997.4570' Segment# 5: Line Course: S57°17'44"E Length: 8.88' North: 10,334.4232' East: 20,004.9292' Segment# 6: Line Course: N32°42'16"E Length: 5.46' North: 10,339.0176' East: 20,007.8793' Segment# 7: Line Course: S57°17'44"E Length: 179.67' North: 10,241.9409' East: 20,159.0660' Segment# 8: Line Course: N32°42'16"E Length: 37.49' North: 10,273.4876' East: 20,179.3221' Segment# 9: Line Course: S57°17'44"E Length: 46.00' North: 10,248.6335' East: 20,218.0296' Segment# 10: Line Course: S32°42'16"W Length: 37.49' North: 10,217.0869' East: 20,197.7736' Segment# 11: Line Course: S57°17'44"E Length: 24.71' North: 10,203.7359' East: 20,218.5663' Segment# 12: Line Course: N32°42'16"E Length: 7.10' North: 10,209.7103' East: 20,222.4024' Segment# 13: Line Course: S57°17'44"E Length: 15.04' North: 10,201.5841' East: 20,235.0581' Segment# 14: Line Course: S32°42'16"W Length: 7.10' North: 10,195.6097' East: 20,231.2220' Segment# 15: Line Course: S57°17'44"E Length: 234.00' North: 10,069.1782' East: 20,428.1257' Segment# 16: Line Course: S32°42'16"W Length: 10.81' North: 10,060.0819' East: 20,422.2850' Segment# 17: Line Course: S57°17'44"E Length: 38.41' North: 10,039.3288' East: 20,454.6058' Segment# 18: Line Course: S32°42'16"W Length: 53.98' North: 9,993.9063' East: 20,425.4401' Segment# 19: Line Course: N57°17'44"W Length: 279.89' North: 10,145.1324' East: 20,189.9214' Segment# 20: Line Course: N32°42'16"E Length: 31.00' North: 10,171.2180' East: 20,206.6709' Segment# 21: Line Course: N57°17'44"W Length: 9.65' North: 10,176.4319' East: 20,198.5507' Segment# 22: Line Course: N32°42'16"E Length: 15.72' North: 10,189.6598' East: 20,207.0443' Segment# 23: Line Course: S57°17'44"E Length: 1.46' North: 10,188.8709' East: 20,208.2728' Segment# 24: Line Course: N32°42'16"E Length: 8.93' North: 10,196.3853' East: 20,213.0978' Segment# 25: Line Course: N57°17'44"W Length: 11.41' North: 10,202.5502' East: 20,203.4966' Segment# 26: Line Course: S32°42'16"W Length: 55.65' North: 10,155.7224' East: 20,173.4286' Perimeter: 1,531.27' Area: 38,750.23Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 1,531,300,000.00 Parcel Name: PARCEL 5-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,373.4061' East:19,994.4644' Segment# 1: Line Course: S32°42'16"W Length: 7.23' North: 10,367.3223' East: 19,990.5580' Segment# 2: Line Course: N57°17'44"W Length: 31.50' North: 10,384.3419' East: 19,964.0518' Segment# 3: Line Course: N32°42'16"E Length: 158.73' North: 10,517.9083' East: 20,049.8145' Segment# 4: Line Course: S57°17'44"E Length: 30.19' North: 10,501.5964' East: 20,075.2184' Segment# 5: Line Course: S32°42'16"W Length: 5.46' North: 10,497.0020' East: 20,072.2683' Segment# 6: Line Course: S57°17'44"E Length: 7.60' North: 10,492.8957' East: 20,078.6635' Segment# 7: Line Course: S32°42'16"W Length: 146.04' North: 10,370.0076' East: 19,999.7573' Segment# 8: Line Course: N57°17'44"W Length: 6.29' North: 10,373.4061' East: 19,994.4644' Perimeter: 393.04' Area: 5,911.64Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 393,040,000.00 Parcel Name: PARCEL 5-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,370.0067' East:19,999.7587' Segment# 1: Line Course: N57°17'44"W Length: 6.29' North: 10,373.4052' East: 19,994.4658' Segment# 2: Line Course: S32°42'16"W Length: 7.23' North: 10,367.3214' East: 19,990.5594' Segment# 3: Line Course: N57°17'44"W Length: 31.50' North: 10,384.3410' East: 19,964.0532' Segment# 4: Line Course: N32°42'16"E Length: 158.73' North: 10,517.9074' East: 20,049.8159' Segment# 5: Line Course: S57°17'44"E Length: 30.19' North: 10,501.5955' East: 20,075.2198' Segment# 6: Line Course: S32°42'16"W Length: 5.46' North: 10,497.0011' East: 20,072.2697' Segment# 7: Line Course: S57°17'44"E Length: 7.60' North: 10,492.8948' East: 20,078.6649' Segment# 8: Line Course: S32°42'16"W Length: 146.04' North: 10,370.0067' East: 19,999.7587' Perimeter: 393.04' Area: 5,911.64Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 393,040,000.00 Parcel Name: PARCEL 6-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,501.5979' East:20,075.2161' Segment# 1: Line Course: S57°17'44"E Length: 38.26' North: 10,480.9258' East: 20,107.4107' Segment# 2: Line Course: S32°42'16"W Length: 43.71' North: 10,444.1452' East: 20,083.7939' Segment# 3: Line Course: S57°17'44"E Length: 130.99' North: 10,373.3706' East: 20,194.0179' Segment# 4: Line Course: S32°42'16"W Length: 18.20' North: 10,358.0559' East: 20,184.1844' Segment# 5: Line Course: S57°17'44"E Length: 119.70' North: 10,293.3813' East: 20,284.9082' Segment# 6: Line Course: N32°42'16"E Length: 2.59' North: 10,295.5607' East: 20,286.3076' Segment# 7: Line Course: S57°17'44"E Length: 25.42' North: 10,281.8261' East: 20,307.6977' Segment# 8: Line Course: S32°42'16"W Length: 12.57' North: 10,271.2489' East: 20,300.9061' Segment# 9: Line Course: N57°17'44"W Length: 58.73' North: 10,302.9810' East: 20,251.4866' Segment# 10: Line Course: S32°42'16"W Length: 44.10' North: 10,265.8722' East: 20,227.6591' Segment# 11: Line Course: S57°17'44"E Length: 4.00' North: 10,263.7110' East: 20,231.0250' Segment# 12: Line Course: S32°42'16"W Length: 19.71' North: 10,247.1256' East: 20,220.3756' Segment# 13: Line Course: N57°17'44"W Length: 48.79' North: 10,273.4872' East: 20,179.3203' Segment# 14: Line Course: S32°42'16"W Length: 37.49' North: 10,241.9405' East: 20,159.0643' Segment# 15: Line Course: N57°17'44"W Length: 185.62' North: 10,342.2320' East: 20,002.8708' Segment# 16: Line Course: N32°42'16"E Length: 11.80' North: 10,352.1613' East: 20,009.2464' Segment# 17: Line Course: N57°17'44"W Length: 9.29' North: 10,357.1808' East: 20,001.4292' Segment# 18: Line Course: N32°42'16"E Length: 6.59' North: 10,362.7261' East: 20,004.9898' Segment# 19: Line Course: N57°17'44"W Length: 8.33' North: 10,367.2268' East: 19,997.9804' Segment# 20: Line Course: N32°42'16"E Length: 149.34' North: 10,492.8918' East: 20,078.6696' Segment# 21: Line Course: N57°17'44"W Length: 7.60' North: 10,496.9981' East: 20,072.2744' Segment# 22: Line Course: N32°42'16"E Length: 5.46' North: 10,501.5925' East: 20,075.2245' Perimeter: 988.32' Area: 30,715.50Sq.Ft. Error Closure: 0.0100 Course: S57°17'44"E Error North : -0.00540 East: 0.00841 Precision 1: 98,829.00 Parcel Name: PARCEL 6-LOW - Standard : 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,317.5821' East:20,362.0337' Segment# 1: Line Course: S57°17'44"E Length: 149.46' North: 10,236.8280' East: 20,487.7996' Segment# 2: Line Course: S32°42'16"W Length: 36.50' North: 10,206.1144' East: 20,468.0785' Segment# 3: Line Course: S57°17'44"E Length: 40.38' North: 10,184.2969' East: 20,502.0570' Segment# 4: Line Course: S32°42'16"W Length: 95.97' North: 10,103.5411' East: 20,450.2038' Segment# 5: Line Course: S57°17'44"E Length: 37.87' North: 10,083.0798' East: 20,482.0703' Segment# 6: Line Course: S32°42'16"W Length: 8.48' North: 10,075.9441' East: 20,477.4885' Segment# 7: Line Course: N57°17'44"W Length: 37.88' North: 10,096.4109' East: 20,445.6136' Segment# 8: Line Course: S32°42'16"W Length: 32.36' North: 10,069.1809' East: 20,428.1293' Segment# 9: Line Course: N57°17'44"W Length: 200.92' North: 10,177.7391' East: 20,259.0614' Segment# 10: Line Course: N32°42'16"E Length: 161.40' North: 10,313.5522' East: 20,346.2667' Segment# 11: Line Course: S57°17'44"E Length: 11.09' North: 10,307.5602' East: 20,355.5986' Segment# 12: Line Course: N32°42'16"E Length: 11.91' North: 10,317.5821' East: 20,362.0337' Perimeter: 824.22' Area: 33,538.01Sq.Ft. Error Closure: 0.0000 Course: N90°00'00"W Error North : 0.00000 East: 0.00000 Precision 1: 824,220,000.00 Parcel Name: PARCEL 6-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,358.0592' East:20,184.1866' Segment# 1: Line Course: S57°17'44"E Length: 119.70' North: 10,293.3846' East: 20,284.9105' Segment# 2: Line Course: N32°42'16"E Length: 2.59' North: 10,295.5640' East: 20,286.3099' Segment# 3: Line Course: S57°17'44"E Length: 32.85' North: 10,277.8150' East: 20,313.9521' Segment# 4: Line Course: N32°42'16"E Length: 36.27' North: 10,308.3351' East: 20,333.5490' Segment# 5: Line Course: N57°17'44"W Length: 9.34' North: 10,313.3815' East: 20,325.6897' Segment# 6: Line Course: N32°42'16"E Length: 10.64' North: 10,322.3347' East: 20,331.4385' Segment# 7: Line Course: N57°17'44"W Length: 23.10' North: 10,334.8158' East: 20,312.0006' Segment# 8: Line Course: N32°42'16"E Length: 12.53' North: 10,345.3594' East: 20,318.7706' Segment# 9: Line Course: S57°17'44"E Length: 200.87' North: 10,236.8282' East: 20,487.7965' Segment# 10: Line Course: S32°42'16"W Length: 36.50' North: 10,206.1146' East: 20,468.0753' Segment# 11: Line Course: S57°17'44"E Length: 40.38' North: 10,184.2971' East: 20,502.0538' Segment# 12: Line Course: S32°42'16"W Length: 136.82' North: 10,069.1673' East: 20,428.1292' Segment# 13: Line Course: N57°17'44"W Length: 200.92' North: 10,177.7255' East: 20,259.0613' Segment# 14: Line Course: N32°42'16"E Length: 101.30' North: 10,262.9663' East: 20,313.7943' Segment# 15: Line Course: N57°17'44"W Length: 74.05' North: 10,302.9759' East: 20,251.4835' Segment# 16: Line Course: S32°42'16"W Length: 44.10' North: 10,265.8671' East: 20,227.6560' Segment# 17: Line Course: S57°17'44"E Length: 4.00' North: 10,263.7059' East: 20,231.0219' Segment# 18: Line Course: S32°42'16"W Length: 19.71' North: 10,247.1206' East: 20,220.3725' Segment# 19: Line Course: N57°17'44"W Length: 2.79' North: 10,248.6280' East: 20,218.0248' Segment# 20: Line Course: S32°42'16"W Length: 37.49' North: 10,217.0814' East: 20,197.7687' Segment# 21: Line Course: N57°17'44"W Length: 231.63' North: 10,342.2323' East: 20,002.8593' Segment# 22: Line Course: N32°42'16"E Length: 11.80' North: 10,352.1617' East: 20,009.2349' Segment# 23: Line Course: N57°17'44"W Length: 9.29' North: 10,357.1811' East: 20,001.4176' Segment# 24: Line Course: N32°42'16"E Length: 6.59' North: 10,362.7264' East: 20,004.9782' Segment# 25: Line Course: N57°17'44"W Length: 8.33' North: 10,367.2271' East: 19,997.9688' Segment# 26: Line Course: N32°42'16"E Length: 149.34' North: 10,492.8921' East: 20,078.6581' Segment# 27: Line Course: N57°17'44"W Length: 7.60' North: 10,496.9984' East: 20,072.2629' Segment# 28: Line Course: N32°42'16"E Length: 5.46' North: 10,501.5928' East: 20,075.2130' Segment# 29: Line Course: S57°17'44"E Length: 38.26' North: 10,480.9208' East: 20,107.4076' Segment# 30: Line Course: S32°42'16"W Length: 43.71' North: 10,444.1401' East: 20,083.7908' Segment# 31: Line Course: S57°17'44"E Length: 130.99' North: 10,373.3655' East: 20,194.0148' Segment# 32: Line Course: S32°42'16"W Length: 18.20' North: 10,358.0508' East: 20,184.1812' Perimeter: 1,807.17' Area: 66,956.28Sq.Ft. Error Closure: 0.0100 Course: S32°42'16"W Error North : -0.00841 East: -0.00540 Precision 1: 180,715.00 Parcel Name: PARCEL 7-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,206.1166' East:20,468.0756' Segment# 1: Line Course: N32°42'16"E Length: 35.96' North: 10,236.3758' East: 20,487.5049' Segment# 2: Line Course: S57°17'44"E Length: 58.90' North: 10,204.5518' East: 20,537.0675' Segment# 3: Line Course: S32°42'16"W Length: 3.75' North: 10,201.3963' East: 20,535.0413' Segment# 4: Line Course: S57°17'44"E Length: 19.35' North: 10,190.9414' East: 20,551.3237' Segment# 5: Line Course: S32°42'16"W Length: 128.18' North: 10,083.0819' East: 20,482.0674' Segment# 6: Line Course: N57°17'44"W Length: 37.87' North: 10,103.5433' East: 20,450.2009' Segment# 7: Line Course: N32°42'16"E Length: 95.97' North: 10,184.2991' East: 20,502.0541' Segment# 8: Line Course: N57°17'44"W Length: 40.38' North: 10,206.1166' East: 20,468.0756' Perimeter: 420.35' Area: 6,375.98Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 420,360,000.00 Parcel Name: PARCEL 7-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,206.1166' East:20,468.0756' Segment# 1: Line Course: N32°42'16"E Length: 35.96' North: 10,236.3758' East: 20,487.5049' Segment# 2: Line Course: S57°17'44"E Length: 58.90' North: 10,204.5518' East: 20,537.0675' Segment# 3: Line Course: S32°42'16"W Length: 3.75' North: 10,201.3963' East: 20,535.0413' Segment# 4: Line Course: S57°17'44"E Length: 19.35' North: 10,190.9414' East: 20,551.3237' Segment# 5: Line Course: S32°42'16"W Length: 169.03' North: 10,048.7079' East: 20,459.9959' Segment# 6: Line Course: N57°17'44"W Length: 37.87' North: 10,069.1693' East: 20,428.1295' Segment# 7: Line Course: N32°42'16"E Length: 136.82' North: 10,184.2991' East: 20,502.0541' Segment# 8: Line Course: N57°17'44"W Length: 40.38' North: 10,206.1166' East: 20,468.0756' Perimeter: 502.05' Area: 7,922.86Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 502,060,000.00 Parcel Name: PARCEL 8-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,277.8172' East:20,313.9560' Segment# 1: Line Course: N32°42'16"E Length: 59.44' North: 10,327.8341' East: 20,346.0718' Segment# 2: Line Course: S57°17'44"E Length: 18.97' North: 10,317.5846' East: 20,362.0345' Segment# 3: Line Course: S32°42'16"W Length: 11.91' North: 10,307.5627' East: 20,355.5994' Segment# 4: Line Course: N57°17'44"W Length: 11.09' North: 10,313.5546' East: 20,346.2675' Segment# 5: Line Course: S32°42'16"W Length: 161.40' North: 10,177.7416' East: 20,259.0622' Segment# 6: Line Course: N57°17'44"W Length: 33.08' North: 10,195.6149' East: 20,231.2264' Segment# 7: Line Course: N32°42'16"E Length: 7.10' North: 10,201.5893' East: 20,235.0626' Segment# 8: Line Course: N57°17'44"W Length: 15.04' North: 10,209.7155' East: 20,222.4069' Segment# 9: Line Course: S32°42'16"W Length: 7.10' North: 10,203.7411' East: 20,218.5707' Segment# 10: Line Course: N57°17'44"W Length: 24.71' North: 10,217.0920' East: 20,197.7780' Segment# 11: Line Course: N32°42'16"E Length: 37.49' North: 10,248.6387' East: 20,218.0341' Segment# 12: Line Course: S57°17'44"E Length: 2.79' North: 10,247.1312' East: 20,220.3818' Segment# 13: Line Course: N32°42'16"E Length: 19.71' North: 10,263.7166' East: 20,231.0312' Segment# 14: Line Course: N57°17'44"W Length: 4.00' North: 10,265.8778' East: 20,227.6653' Segment# 15: Line Course: N32°42'16"E Length: 44.10' North: 10,302.9866' East: 20,251.4928' Segment# 16: Line Course: S57°17'44"E Length: 58.73' North: 10,271.2544' East: 20,300.9123' Segment# 17: Line Course: N32°42'16"E Length: 12.57' North: 10,281.8317' East: 20,307.7039' Segment# 18: Line Course: S57°17'44"E Length: 7.43' North: 10,277.8172' East: 20,313.9560' Perimeter: 536.66' Area: 8,063.40Sq.Ft. Error Closure: 0.0000 Course: N90°00'00"W Error North : 0.00000 East: 0.00000 Precision 1: 536,660,000.00 Parcel Name: PARCEL 8-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,203.7321' East:20,218.5657' Segment# 1: Line Course: N57°17'44"W Length: 24.71' North: 10,217.0830' East: 20,197.7730' Segment# 2: Line Course: N32°42'16"E Length: 37.49' North: 10,248.6297' East: 20,218.0290' Segment# 3: Line Course: S57°17'44"E Length: 2.79' North: 10,247.1223' East: 20,220.3767' Segment# 4: Line Course: N32°42'16"E Length: 19.71' North: 10,263.7076' East: 20,231.0262' Segment# 5: Line Course: N57°17'44"W Length: 4.00' North: 10,265.8688' East: 20,227.6603' Segment# 6: Line Course: N32°42'16"E Length: 44.10' North: 10,302.9776' East: 20,251.4878' Segment# 7: Line Course: S57°17'44"E Length: 74.05' North: 10,262.9680' East: 20,313.7985' Segment# 8: Line Course: S32°42'16"W Length: 101.30' North: 10,177.7272' East: 20,259.0656' Segment# 9: Line Course: N57°17'44"W Length: 33.08' North: 10,195.6005' East: 20,231.2298' Segment# 10: Line Course: N32°42'16"E Length: 7.10' North: 10,201.5749' East: 20,235.0660' Segment# 11: Line Course: N57°17'44"W Length: 15.04' North: 10,209.7011' East: 20,222.4103' Segment# 12: Line Course: S32°42'16"W Length: 7.10' North: 10,203.7267' East: 20,218.5741' Perimeter: 370.48' Area: 7,270.07Sq.Ft. Error Closure: 0.0100 Course: S57°17'44"E Error North : -0.00540 East: 0.00841 Precision 1: 37,047.00 Parcel Name: PARCEL 9-LOW - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,352.1622' East:20,009.2463' Segment# 1: Line Course: S32°42'16"W Length: 11.80' North: 10,342.2328' East: 20,002.8707' Segment# 2: Line Course: N57°17'44"W Length: 9.29' North: 10,347.2523' East: 19,995.0534' Segment# 3: Line Course: N32°42'16"E Length: 11.80' North: 10,357.1816' East: 20,001.4291' Segment# 4: Line Course: S57°17'44"E Length: 9.29' North: 10,352.1622' East: 20,009.2463' Perimeter: 42.19' Area: 109.67Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 42,180,000.00 Parcel Name: PARCEL 9-LOW - Standard : 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,349.2748' East:19,981.8047' Segment# 1: Line Course: N57°17'44"W Length: 26.11' North: 10,363.3822' East: 19,959.8339' Segment# 2: Line Course: N32°42'16"E Length: 5.27' North: 10,367.8167' East: 19,962.6813' Segment# 3: Line Course: S57°17'44"E Length: 26.11' North: 10,353.7093' East: 19,984.6521' Segment# 4: Line Course: S32°42'16"W Length: 5.27' North: 10,349.2748' East: 19,981.8047' Perimeter: 62.77' Area: 137.65Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 62,760,000.00 Parcel Name: PARCEL 9-LOW - Standard : 3 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,190.6957' East:20,219.1807' Segment# 1: Line Course: S32°42'16"W Length: 23.15' North: 10,171.2157' East: 20,206.6727' Segment# 2: Line Course: N57°17'44"W Length: 9.65' North: 10,176.4296' East: 20,198.5525' Segment# 3: Line Course: N32°42'16"E Length: 15.72' North: 10,189.6575' East: 20,207.0461' Segment# 4: Line Course: S57°17'44"E Length: 1.46' North: 10,188.8686' East: 20,208.2746' Segment# 5: Line Course: N32°42'16"E Length: 7.43' North: 10,195.1208' East: 20,212.2891' Segment# 6: Line Course: S57°17'44"E Length: 8.19' North: 10,190.6957' East: 20,219.1807' Perimeter: 65.59' Area: 212.46Sq.Ft. Error Closure: 0.0000 Course: S0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 65,600,000.00 Parcel Name: PARCEL 9-LOW - Standard : 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,064.7000' East:20,434.8726' Segment# 1: Line Course: S57°17'44"E Length: 25.00' North: 10,051.1923' East: 20,455.9094' Segment# 2: Line Course: S32°42'16"W Length: 5.17' North: 10,046.8419' East: 20,453.1160' Segment# 3: Line Course: N57°17'44"W Length: 25.00' North: 10,060.3496' East: 20,432.0793' Segment# 4: Line Course: N32°42'16"E Length: 5.17' North: 10,064.7000' East: 20,434.8726' Perimeter: 60.33' Area: 129.17Sq.Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North : 0.00000 East: 0.00000 Precision 1: 60,340,000.00 Parcel Name: PARCEL 9-UP - Standard : 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:10,048.6090' East:20,459.9327' Segment# 1: Line Course: S57°17'44"E Length: 0.53' North: 10,048.3227' East: 20,460.3786' Segment# 2: Line Course: S32°42'16"W Length: 4.68' North: 10,044.3846' East: 20,457.8500' Segment# 3: Line Course: N57°17'44"W Length: 4.41' North: 10,046.7673' East: 20,454.1391' Segment# 4: Line Course: S32°42'16"W Length: 59.88' North: 9,996.3802' East: 20,421.7856' Segment# 5: Line Course: N57°17'44"W Length: 34.92' North: 10,015.2477' East: 20,392.4015' Segment# 6: Line Course: N32°42'16"E Length: 5.42' North: 10,019.8084' East: 20,395.3300' Segment# 7: Line Course: N57°17'44"W Length: 239.96' North: 10,149.4601' East: 20,193.4111' Segment# 8: Line Course: N32°42'16"E Length: 4.42' North: 10,153.1794' East: 20,195.7993' Segment# 9: Line Course: N57°17'44"W Length: 20.58' North: 10,164.2989' East: 20,178.4819' Segment# 10: Line Course: S32°42'16"W Length: 4.42' North: 10,160.5796' East: 20,176.0937' Segment# 11: Line Course: N57°17'44"W Length: 260.12' North: 10,301.1239' East: 19,957.2108' Segment# 12: Line Course: S32°42'16"W Length: 5.87' North: 10,296.1845' East: 19,954.0392' Segment# 13: Line Course: N57°17'44"W Length: 34.89' North: 10,315.0358' East: 19,924.6804' Segment# 14: Line Course: N32°42'16"E Length: 60.19' North: 10,365.6838' East: 19,957.2014' Segment# 15: Line Course: N57°17'44"W Length: 4.30' North: 10,368.0071' East: 19,953.5831' Segment# 16: Line Course: N32°42'16"E Length: 19.41' North: 10,384.3400' East: 19,964.0704' Segment# 17: Line Course: S57°17'44"E Length: 31.50' North: 10,367.3204' East: 19,990.5767' Segment# 18: Line Course: N32°42'16"E Length: 7.23' North: 10,373.4042' East: 19,994.4831' Segment# 19: Line Course: S57°17'44"E Length: 6.29' North: 10,370.0057' East: 19,999.7759' Segment# 20: Line Course: S32°42'16"W Length: 3.30' North: 10,367.2288' East: 19,997.9929' Segment# 21: Line Course: S57°17'44"E Length: 8.33' North: 10,362.7281' East: 20,005.0023' Segment# 22: Line Course: S32°42'16"W Length: 6.59' North: 10,357.1828' East: 20,001.4417' Segment# 23: Line Course: S57°17'44"E Length: 9.29' North: 10,352.1634' East: 20,009.2590' Segment# 24: Line Course: S32°42'16"W Length: 11.80' North: 10,342.2340' East: 20,002.8834' Segment# 25: Line Course: S57°17'44"E Length: 256.33' North: 10,203.7375' East: 20,218.5771' Segment# 26: Line Course: N32°42'16"E Length: 7.10' North: 10,209.7119' East: 20,222.4132' Segment# 27: Line Course: S57°17'44"E Length: 15.04' North: 10,201.5857' East: 20,235.0689' Segment# 28: Line Course: S32°42'16"W Length: 7.10' North: 10,195.6113' East: 20,231.2328' Segment# 29: Line Course: S57°17'44"E Length: 271.88' North: 10,048.7130' East: 20,460.0113' Segment# 30: Line Course: S32°42'16"W Length: 0.12' North: 10,048.6120' East: 20,459.9465' Perimeter: 1,405.90' Area: 36,296.46Sq.Ft. Error Closure: 0.0141 Course: N77°42'16"E Error North : 0.00301 East: 0.01382 Precision 1: 99,709.22 Consecutive Inverse Report Client: Prepared by: Laurel Creek, LP Cristi E. Fry, PLS 1160 Laurel Lane Coast Engineering & Surveys, Inc. 785 High Street Date: 3/20/2023 12:48:37 PM Turned Angle Type: Turned Angle Right (+) Point Number H. Dist. Cum. HD SL Dist. Cum. SL Dist. Direction Slope Northing Easting Latitude Longitude 1 581.11 581.11 581.11 581.11 S5° 01' 04''E 0.00% 9961.9173 20523.8493 N27° 14' 1.6'' W138° 05' 48.69'' 2 9383.0380 20574.6768 N27° 13' 56.13'' W138° 05' 46.88'' NG:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, COVER SHEET, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, COVER SHEET 2, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 PARCEL 2PARCEL 17 0 PM 7 9 TRACT 213217 MB 65PARCEL 129 PM 25 CITY DOC NO. 1995-060294POR. LOT 271 R.S. 19 SLCUSD711 O.R. 108 22PARCEL 482 PM 82N.A.P.PARCEL 382 PM 82N.A.P.PARCEL 2SLO AL 22-0011 DOC# 2022-032524N.A.P.S.P.R.R.1234612345678910G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, BOUNDARY SHEET, Mar 30, 2023 11:43am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 L1L2L3L4L5L6L7L8L9L10L11L12L13L14 L15L16L17L18 L20L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50 L167L66L71L135 L72L138G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, PARCEL TIES, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 L51L52L53L54 L57L58L59 L68L69L70L73 L74 L75L94L95L102L116 L71L132L135L138 L141L142L143 L144L145 L146L153L157L60L61 L62L63L66L67 L72L76 L77L78 L79L80 L81 L82L83L84L85 L86L87L88L89L90 L91L92L93L96L98L99L100L101 L129 L130 L131L134L136 L55 L56L65L139L147L148 L149L150 L151L152 L158L160L163L17L50 L15L16L12L18L11L1L14 L23L29L36 L38 L49L45L46L47L48L40L37L35L33L34L22L39L28 L27L25L43L30 L2L3L5L7L9L4L6L8L10L13L20L21L24 L26L41L42L44L97L32L31 L64L109 L167 L103L104L105L106L107L108L109 L110L111L112 L113L114L115 L117L118L119L120L121L122L123L124L125L126L127 L128L133L137 L64L154 L155L156L161 L162L159L164 L165L166L19L140L168 L169L94L95L102 L57L23L53L52L88L86L87L75L73L60L58L54 L74 L50 L1L49L45L46L47L48L22L2L3L5L7L9L4L6L8L10L20L21L51L59L116L70 L68L71L135L69L132L138L65 L145 L143L90 L144L142L89L141L157G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, PARCEL B&D, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365L20L2L13L117L115L113L114L166L133L74L72L73L21L158L63L12L56L14L3L58L59L1L57 L99L101L98 L100 L39L40 L38 L41L82L84L83 L81 L27L28 L85L80 L28 L79 A6A6B6B6C6C6L19L118A6B6C6 L44 L94 L96 L102 L97L93L43L95L42 L20L74 L140L73 L21L155 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, SECTIONS, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 G:\Shared drives\_Projects\22061_1150 Laurel Lane (Patrick Smith)\Survey\Airspace Subdivision\22061_FINAL PM SLO 21-0007.dwg, EASEMENTS, Mar 30, 2023 11:44am, sarah 785 HIGH STREETSAN LUIS OBISPO, CA. 93401PH: (805) 242-6365 February 9th, 2023 Tract Map Review #1 TO: Coast Engineering & Survey ATTN: Cristi Fry, cristi@coast-inc.com (805) 242-6365 ext 55 CC: Wathen Castanos Homes ATTN: Chuck Braff, chuck@westpacinv.com FROM: Charles Weir, Senior Civil Engineer (805) 783-7704, cweir@slocity.org Project Address 1150 Laurel Lane Project Name PM‐0007 Application Number FMAP‐0602‐2022 Review of PM‐0007 Staff Response: Review #1 Review #2 Review #3 Review #4 (Additional Fees) Applicant Response: Please respond to the following comments and any redline on the Map. Return the redline map for subsequent rechecks. Fees Pay map check fee $11,996.00 (PAID IN FULL) Improvement Plan Check Fee TBD Construction Inspection Fee TBD Parkland In-Lieu Fee Pay prior to map recordation (amount pending by city) Park Improvement Fee Pending verification with building permit Plan check fee needs to be paid upon City’s approval of the engineer’s cost estimate for the public improvements. Construction inspection fee to be paid prior to improvement plan approval. Park fees shall be paid prior to map recordation. 1 2 3 4 Page 2 Engineering Charles Weir (805) 783-7704 | cweir@slocity.org ☐ Ready for Action ☒ Needs Resubmit (see below) On review of the proposed plans, the following comments are provided: NOTE: Full review comments will be provided with Review #2. Client has stated minor interior parcel line adjustment since Review #1 set provided. To expedite schedule, engineering will continue review in parallel and revise this section’s comments next round. Response (Include Sheet and Detail Number): Engineering Consultant Doug Rion (805) 704-6778 | slocorider@gmail.com ☐ Ready for Action ☒ Needs Resubmit (see below) On review of the proposed plans, the following comments are provided: 1. Sheet 3: a. More distinct heavy line around exterior boundary of subdivision. b. Dashed line for overall interior parcel outline. c. Provide inverse calculation to confirm tie shown to SLO Control Point #8085. 2. Sheet 4: a. Provide dimension from exterior boundary to ties shown from interior corner. b. Review the L2 line, the length value (68.80) in the Line table does not agree with the scaled length of approximately 160 feet. Does the L2 need revision to match the L58 through L67 on Sheet 5? 3. Sheet 5: a. Details needed to clarify what appear to be very short line segments at the northerly corner of Parcel 3 and the easterly corner of Parcel 2. b. Leader lines are the same lineweight as the parcel lines, thinner lineweight is preferable. c. Review various line labels for their locations/dimension values. (See L1, L35, L38, L58, L97, L43, L99, L147). 4. Sheet 6: a. Parcel 5 Upper Level Elevation Limit in the Table does not agree with Section A. See the attached marked up copy for comments/corrections in red ink. All pencil markings are just my notes and scribbles. Response (Include Sheet and Detail Number): Page 3 Planning Hannah Hanh (805) 781-7432 | hhanh@slocity.org ☐ Ready for Action ☒ Needs Resubmit (see below) On review of the proposed plans, the following comments are provided: 1. Previously approved entitlements allowed for the construction of 100 residential units in the project building. As of current, permits have either been issued or are under review for the phased construction of 75 residential units. Please confirm if the applicant is pursuing construction of the remaining 25 residential units. 2. Clarify if the design of this final map accounts for 75 or 100 residential units. 3. Clarify if utility installations included in the scope of issued building permit, BLDG-1885-2020, accounted for the project at full buildout. 4. It is noted there are slight differences for proposed Parcels 2, 3, and 4 between the approved tentative map and this final map. Please confirm if Parcels 2 and 3 are intended for the residential units and if Parcel 4 is intended for the commercial space. 5. Please clarify the viewpoints of Sections B and E on the final map (Sheet 6). Response (Include Sheet and Detail Number): Utilities Miguel Barcenas (805) 781-7507 | mbarcena@slocity.org ☐ Ready for Action ☒ Needs Resubmit (see below) On review of the proposed plans, the following comments are provided: NOTE: Full review comments will be provided with Review #2. Client has stated minor changes since Review #1 set provided. To expedite schedule, utilities will continue review in parallel and revise this section’s comments next round. Life of Tentative Map Vesting Tentative Tract Map approved on – 6/28/21 (please confirm) No further processing of final map is allowed after tentative map expires. Submit a request for extension to Planning prior to expiration date, if final map is not ready by then. “Ready” means all fees and bonds paid, including tax bond, and all agreements and map signed and in City’s hands. The only thing that can be done after expiration would be Council action and signatures on City’s end. If it needs to go back to developer for any reason, then a new tentative map would be required. 785 High Street San Luis Obispo,CA 93401 LETTER OF TRANSMITTAL To:City of SLO Community Development Department 919 Palm Street San Luis Obispo,CA 93401 Attn:Charles Weir,Senior Civil Engineer cweir@slocity.org Date:3/31/2023 Job no.:22061 Laurel Creek Re:FMAP-0602-2022 Parcel Map -Review #1 dated Feb 9,2023 2nd Submittal PM SLO 21-0007 We are sending you:☐attached /hand delivered ☐for review/approval The following items: Copies Item Description 1 FMAP-0602-2022 -Responses to Review #1 3 Sets Draft PM SLO 20-0007 (7 sheets) 1 Title Report -First American Title Co.Report #4001-6915343 dated 1/30/2023 1 Copy of Signatory Docs for Laurel Creek,LP and 1160 Laurel Lane,LLC 1 First American Title Co.Subdivision Guarantee dated 1/30/23 1 Copy Map Parcel Closure Calculations revised dated 3/30/23 1 Copy ea.Non-Interference letters from:So Cal Gas dated 1/30/23 &Charter Communications dated 2/9/23.(No response from AT&T,a copy of the Certified letter and Returned Receipt dated 1/19/23 is attached.) 1 Copy 23/24 Estimated Property Taxes Comments: Thank you for providing the technical review from the City’s map checking consultant in advance of other department City map review comments.Please find the enclosed 2nd Submittal package.Please confirm there has been some movement on identifying the Park In Lieu Fees (Planning),Parkland Improvement Fees (Building),and that the Draft Affordable Housing Agreement is being prepared. Call Sarah or me with any questions. Thank you, Cristi E.Fry,PLS Coast Engineering and Survey,Inc. Sarah Wells:sarah@coast-inc.com 805-242-6365 x 56 Cristi Fry:cristi@coast-inc.com 805-242-6365 x 55 If enclosures are not as noted,kindly notify us at once Form No. 14 Order Number: 4001- 6915343 CLTA Subdivision Guarantee (4-10-75) Page Number: 1 First American Title Insurance Company SUBDIVISION GUARANTEE Fee: $990.00 No.: Subdivision: Parcel Map SLO 21-0007 First American Title Insurance Company a corporation GUARANTEES The County of San Luis Obispo and any City within which said subdivision is located in a sum not exceeding $10,000.00. That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map are: Laurel Creek, LP, a California limited partnershp EXCEPTIONS FROM COVERAGE 1. An easement for sewer trunk line, ingress, egress and incidental purposes, recorded August 28, 1956 as Book 860, Page 137 of Official Records. In Favor of: City of San Luis Obispo Affects: Parcel A 2. An easement for water line installation, maintenance, ingress, egress and incidental purposes, recorded March 27, 1959 as Book 990, Page 532 of Official Records. In Favor of: City of San Luis Obispo Affects: Parcel A 3. An easement for drainage, underground utilities, ingress, egress and incidental purposes, recorded October 11, 1979 as Book 2192, Page 699 of Official Records. In Favor of: The Vetter Group, Inc., an Illinois corporation Affects: As described therein 4. An easement for avigation and incidental purposes, recorded September 21, 2000 as Instrument No. 2000-054272 of Official Records. In Favor of: County of San Luis Obispo, a political subdivision of the State of California Affects: said land Form No. 14 Order Number: 4001- 6915343 CLTA Subdivision Guarantee (4-10-75) Page Number: 2 First American Title Insurance Company 5. An easement for permanent telecommunications, ingress, egress and incidental purposes, recorded December 12, 2013 as Instrument No. 2013-067838 and recorded March 12, 2014 as Instrument No. 2014-009569 of Official Records. In Favor of: Sprint Communications Company L.P. Affects: portion of said land 6. An easement for the transportation and distribution of natural gas and communications, ingress and egress; and incidental purposes, recorded October 22, 2020 as Instrument No. 2020-059399 of Official Records. In Favor of: Southern California Gas Company, a California corporation Affects: a portion of said land 7. An easement shown or dedicated on the map filed or recorded November 25, 2020 as Book 82, Pages 82 through 85 of Parcel Maps For: public utilities, street tree, pedestrian easement, public sewer, private drainage; and incidental purposes. 8. The Terms, Provisions and Easement(s) contained in the document entitled "Reciprocal Easement Agreement and Declaration of Covenants, Conditions and Restrictions for Parcel Map SLO 19-0114" recorded November 25, 2020 as Instrument No. 2020-069315 of Official Records. 9. A deed of trust to secure an original indebtedness of $44,500,000.00 recorded April 1, 2021 as Instrument No. 2021-024687 of Official Records. Dated: March 31, 2021 Trustor: Laurek Creek, LP, a California limited partnership Trustee: First American Title Company Beneficiary: CPIF California LLC, a California limited liability company (Affects Portion of said land lying within former Parcel 1 of Parcel Map SLO 19-0114) A document recorded July 5, 2022 as Instrument No. 2022-027658 of Official Records provides that the deed of trust or the obligation secured thereby has been modified. 10. A deed of trust to secure an original indebtedness of $10,000,000.00 recorded April 1, 2021 as Instrument No. 2021-024689 of Official Records. Dated: March 31, 2021 Trustor: Laurel Creek II, LP, a Delaware limited partnership Trustee: First American Title Insurance Company, a Nebraska Corporation Beneficiary: Ottley Properties, LLC, a Delaware limited liability company (Affects Portion of said land lying within former Parcel 2 of Parcel Map SLO 19-0114) Form No. 14 Order Number: 4001- 6915343 CLTA Subdivision Guarantee (4-10-75) Page Number: 3 First American Title Insurance Company 11. A deed of trust to secure an original indebtedness of $44,500,000.00 recorded April 1, 2021 as Instrument No. 2021-024690 of Official Records. Dated: March 31, 2021 Trustor: Laurel Creek II, LP, a Delaware limited partnership Trustee: First American Title Company Beneficiary: CPIF California LLC, a California limited liability company (Affects Portion of said land lying within former Parcel 2 of Parcel Map SLO 19-0114) A document recorded July 5, 2022 as Instrument No. 2022-027658 of Official Records provides that the deed of trust or the obligation secured thereby has been modified. 12. A claim of lien recorded December 30, 2022 as Instrument No. 2022-049796 of Official Records. Lien claimant: Winkles Enterprise Amount: $479,951.79 The map hereinbefore referred to is a subdivision of: (Parcel 1 of SLO AL 22-0011 – Doc. #2022-032524) Those portions of Parcel 1 and Parcel 2 of Parcel Map SLO 19-0114, in the City of San Luis Obispo, County of San Luis Obispo, State of California, according to map recorded November 25, 2020 in Book 82, Page 82 of Parcel Maps, filed in the office of the County Recorder of said County, lying southerly and southwesterly of the following described line: Beginning at the southeasterly corner of said Parcel 2, being a point in the westerly right of way line of Laurel Lane, 81.00 feet wide, as shown on said map; thence along the southerly line of said Parcel 2, North 57°16’14” West 337.08 feet, to an angle point on said line; thence South 48°53’54” West 51.39 feet to a point on said line; thence leaving said line, North 57°36’19” West 28.10 feet; thence North 12°17’31” West 24.98 feet; thence North 57°12’35” West 168.58 feet; thence North 32°42’19” East 50.90 feet; thence North 57°17’41” West 290.55 feet; thence South 32°42’19” West 16.63 feet; thence North 57°17’41” West 275.64 feet, more or less, to a point on the westerly line of said Parcel 1, distant South 41°13’29” West 117.83 feet from the most northerly corner of said Parcel 1 as shown on said map. Dated: 01/30/2023 1 From:Chuck Braff <chuck@westpacinv.com> Sent:Friday, April 21, 2023 2:23 PM To:Hanh, Hannah Subject:Laurel - PD - Shared Density This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hannah- I have been asked by the bank to provide evidence to the fact that the City allows the transfer of density units over various parcels in a PD overlay. I am hoping that you could look at the below and agree to send this back to me in a letter addressed to the project stating such. Looking for something along the lines of the below. Thank you. In accordance with the City of San Luis Obispo’s Municipal Code section 17.70.040 (density) subsection B-1 (density transfer), the developer has the right to transfer density units within the area covered by the planned development overlay. In conformance with the requirements of chapter 17.48 this would allow the density to be transferred between parcels in the PD overlay. The project site, 1150 / 1160 Laurel Lane has a total allowable density of 384.93 DUs which may be provided on any portion of the PD overlay. Thank you for reaching out and I hope this clarifies your situation. Chuck Braff M: 310.990.6897 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Thursday, April 20, 2023 4:14 PM To:Young, Nicole Cc:Nichols, Vanessa; Loew, Michael; Ben Gulstad; Chuck Braff Subject:RE: 1150 Laurel BLDG-2788-2022 Hi Nicole, Thank you for sending this over. We will get these distributed to the team. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Young, Nicole <nyoung@slocity.org> Sent: Thursday, April 20, 2023 3:43 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org>; Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: 1150 Laurel BLDG-2788-2022 Good afternoon, Attached are the full set of comments for plan check #2. Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Wednesday, April 19, 2023 3:44 PM To: Young, Nicole <nyoung@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org>; Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Nicole, 2 Thank you for the update. We will watch for the official comments on Thursday or Friday. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Young, Nicole <nyoung@slocity.org> Sent: Wednesday, April 19, 2023 3:43 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hello Heather, It appears Julianna received 1 of the 2 volumes of the plans sets (was missing the architectural sheets). We got her a set of Volume 1 and she said she would try to wrap this up quick and finish up tomorrow if not Friday. Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Wednesday, April 19, 2023 12:57 PM To: Young, Nicole <nyoung@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Nicole, Thank you for the update. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 3 From: Young, Nicole <nyoung@slocity.org> Sent: Wednesday, April 19, 2023 12:19 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Heather, It appear Fire is the last reviewer, I have requested an estimated completion date and will update you when I hear back on it. Thank you, Nicole Young From: Heather Wiebe <heather@arris-studio.com> Sent: Wednesday, April 19, 2023 10:22 AM To: Young, Nicole <nyoung@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Nicole, Do you know which departments are still reviewing BLDG-2788-2022? We have had unofficial Bureau Veritas comments since 3/24. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Friday, March 24, 2023 4:30 PM To: Young, Nicole <nyoung@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Nicole, I think we sorted out the issue. No need to call me back. Thank you for sending this over. We will watch for the remaining comments next week. Have a nice weekend. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com 4 From: Young, Nicole <nyoung@slocity.org> Sent: Friday, March 24, 2023 2:34 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Nichols, Vanessa <vnichols@slocity.org> Subject: 1150 Laurel BLDG-2788-2022 Hi Heather, Attached are the comments from the Building portion of the review. Remaining reviewers are still working on finishing up their reviews and should be able to get them completed in the next week. But hopefully this can help get you guys going! Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications 1 From:Young, Nicole Sent:Thursday, April 20, 2023 3:43 PM To:Heather Wiebe Cc:Nichols, Vanessa; Loew, Michael; Ben Gulstad; Chuck Braff Subject:RE: 1150 Laurel BLDG-2788-2022 Attachments:BLDG-2788-2022 _Review_v2.docx; BLDG-2788-2022_BV_BLDG_Review_V2.pdf Good afternoon, Attached are the full set of comments for plan check #2. Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Wednesday, April 19, 2023 3:44 PM To: Young, Nicole <nyoung@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org>; Ben Gulstad <bgulstad@arris-studio.com>; Chuck Braff <chuck@westpacinv.com> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Nicole, Thank you for the update. We will watch for the official comments on Thursday or Friday. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Young, Nicole <nyoung@slocity.org> Sent: Wednesday, April 19, 2023 3:43 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hello Heather, 2 It appears Julianna received 1 of the 2 volumes of the plans sets (was missing the architectural sheets). We got her a set of Volume 1 and she said she would try to wrap this up quick and finish up tomorrow if not Friday. Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications From: Heather Wiebe <heather@arris-studio.com> Sent: Wednesday, April 19, 2023 12:57 PM To: Young, Nicole <nyoung@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Nicole, Thank you for the update. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Young, Nicole <nyoung@slocity.org> Sent: Wednesday, April 19, 2023 12:19 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Heather, It appear Fire is the last reviewer, I have requested an estimated completion date and will update you when I hear back on it. Thank you, Nicole Young From: Heather Wiebe <heather@arris-studio.com> Sent: Wednesday, April 19, 2023 10:22 AM To: Young, Nicole <nyoung@slocity.org> 3 Cc: Nichols, Vanessa <vnichols@slocity.org>; Loew, Michael <Mloew@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Nicole, Do you know which departments are still reviewing BLDG-2788-2022? We have had unofficial Bureau Veritas comments since 3/24. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Friday, March 24, 2023 4:30 PM To: Young, Nicole <nyoung@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Nicole, I think we sorted out the issue. No need to call me back. Thank you for sending this over. We will watch for the remaining comments next week. Have a nice weekend. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Young, Nicole <nyoung@slocity.org> Sent: Friday, March 24, 2023 2:34 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Nichols, Vanessa <vnichols@slocity.org> Subject: 1150 Laurel BLDG-2788-2022 Hi Heather, Attached are the comments from the Building portion of the review. Remaining reviewers are still working on finishing up their reviews and should be able to get them completed in the next week. But hopefully this can help get you guys going! Thank you, Nicole Young Permit Technician I 4 Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications Date: March 21, 2023 Plan Check Review # 2 Staff Response: Review #1 Review #2 Review #3 Review #4 (Additional Fees) Applicant Response: Please indicate here if any new changes have been made to the plans that are not a result of the corrections from this list. Briefly describe the type of changes and their location on the plans. Check one: _____yes ______no Print Name: If yes, please briefly describe the changes and where they are located on the plans: Project Address 1150 Laurel Ln Project Name Laurel Apartments Application Number BLDG-2788-2022 Review of Warehouse remodel and add 2- levels of apartments Occupancy Class B/R-2/S-1 Construction Type III-B Occupant Load Click or tap here to enter text. Sprinklers Yes 1 2 3 4 Plan Check Review #2 1150 Laurel Ln BLDG-2788-2022 Page 2 Utilities Department Kyle Anderson kanderso@slocity.org and (805) 781-7208 ☐ Ready for Action ☒ Needs Resubmit ☐ OK for Counter Re-Check 1. Please email Kyle Anderson a complete set of pdf plans with the response to comments of the next submittal to kanderso@slocity.org. 2. P0.10 - Provide existing vs. proposed sewer generation factors per COA #35. 3. P0.10 - Provide existing vs. proposed water demands per COA #38. 4. P1.10 - Show location of point of connection to water service line. 5. P2.10 - Verify if a backwater valve is required on the sewer lateral per code. 6. P2.10 - Label sewer invert at point of connection between plumbing plans and civil plans. Partial comment remains. Invert on civil plans doesn’t appear to match the invert shown on the plumbing plans. 7. C-0.1 - Provide signed and stamped topographic map. 8. C-2.1 - Label sewer lateral on plans and include invert elevations. 9. C-2.1 - In order to be reused, any existing sewer laterals proposed to serve the project must pass a video inspection per Chapter 13.08.395 of the City’s Municipal Code, including repair or replacement, as part of the project. The CCTV inspection shall be submitted during the Building Permit Review Process to Matt LaFreniere, Permit Technician, Community Development, Engineering Development Review for review and approval by the Utilities Department prior to issuance of a Building Permit. Existing laterals that are not proposed to be reused shall be abandoned at the City main consistent with City standards. 10. C-2.1 - Call out existing sewer main location, diameter, material, slope, and elevation of upstream and downstream manhole inverts. 11. C-2.1 Show location of water service line. Plans are not clear on location. 12. C-2.1 - Where are the water meters located? Not clear on plans. 13. C-2.1 - Domestic water meters in industrial and manufacturing zones require reduced pressure principal backflow preventers. 14. C-2.1 - Where is the fire line? Not clear on plans. 15. C-2.1 - Show any existing water mains, service lines, and meters. Include size and material. 16. L2.0 - Per COA #42, project is required to utilize recycled water for irrigation when available. Design of landscape irrigation should be per the City's recycled water design standards (i.e., purple pipe, etc.). 17. L4.0 – Update the Plant Water Use Types in the Estimated Total Water Use table to match the WUCOLS values of the plants shown on L2.0 and L3.0. For example, the WUCOLS for several plants are categorized as “M” but none of the hydrozones in the ETWU table are classified as “Medium” accordingly. Plan Check Review #2 1150 Laurel Ln BLDG-2788-2022 Page 3 18. A0.11 - Provide will-serve letter from trash service provider. Include letter on plans. New Comments – 3/15/2023 from Nick Teague (nteague@slocity.org) 19. L2.00 - Need to show a temporary point of connection to potable water, such as a hydrant. Recycled water will not be available for irrigation until, a recycled water application has been approved by the City, as-built plans are reviewed and approved by the City, DDW, and Regional Board, and a cross-connection test has been performed. 20. L2.00 - It is not clear if Area ‘E’ be irrigated with potable water. 21. L2.00 - It appears that hydrozone A1 crosses the lot line for Parcel 1. If that is the case, this area will need to be separated into 2 separate zones with one connected to the irrigation system that currently exists in Parcel 4. 22. L2.00 - Hydrozone A1 crosses outside the Limit of Work. 23. L1.00 and L2.00 - Additional recycled water signs are needed to meet city requirements. Advisory signs must be placed where they can be easily seen. To the extent necessary to advise a passerby, signs must be posted at the property line near crosswalks, at driveway entrances, at outdoor eating areas. For streetscapes, place signs at street corners as appropriate to notify passerby. Signs must be placed no further than 1,000 feet apart. Fire Department Julianna Hutchinson jhutchinson@slocity.org (805) 783-7805 ☒ Ready for Action ☐ Needs Resubmit ☐ OK for Counter Re-Check ☒ Final Inspection Required (staff reminder: add yourself to final inspection in permit module) The following items need correction on the draft construction plans : Corrections: 1. Permits shall not be issued until all required prework is completed (fire walls installed and signed off, etc.) and plans are approved, and the fire pump is properly relocated and installed to function as intended. Response (Include Sheet and Detail Number): 2. Under Deferred Submittals on the cover page, the fire alarm should be designed and installed in accordance with the NFPA 72 standard. Please correct and note. Response (Include Sheet and Detail Number): 3. Clarify continuous fire wall separation between the warehouse emergency exit hall and the residential. Plans show an open 3-hour wall on second story and no 3-hour lid for hall which creates an opening in the 3-hour separation. Response (Include Sheet and Detail Number): Plan Check Review #2 1150 Laurel Ln BLDG-2788-2022 Page 4 4. Show proposed location for fire extinguishers on sheet A4.22 it the north apartments as they are missing in that location. Response (Include Sheet and Detail Number): 5. All doors and openings shall have a fire rating in accordance with section 716.1 of the 2019 California Building Code when penetrating a fire rated assembly. Door 122B on plans penetrates a 1-hour wall but there is no fire rating noted on door schedule. Response (Include Sheet and Detail Number): 6. Provide additional emergency illumination for all exit stairwells in each building and show on E sheets. Response (Include Sheet and Detail Number): 7. Show exit paths from building to public right of way on egress plan pages. Response (Include Sheet and Detail Number): Plan Check Review #2 1150 Laurel Ln BLDG-2788-2022 Page 5 Engineering Development Review Richard Avila ravila@slocity.org Phone (805) 783-7734 ☐ Ready for Action ☒ Needs Resubmit ☐ OK for Counter Re-Check ☒ Final Inspection Required (staff reminder: add yourself to final inspection in permit module) General Comments: Provide responses to each comment, as appropriate, and note on what page(s) in the plan set each item is addressed. Include the name and phone # of the person(s) providing responses. The following items are required prior to building permit issuance: 1. Please sign and date the Stormwater Control Plan for Post Construction Requirements and provide a color copy of the exhibits Partial comment remains- Please revise page 2 of Exhibit 4. Step 6 and Step 7 should be marked as, “yes”. 2. The PCR checklist has triggered water quality requirements; therefore a Private Stormwater Conveyance System Management and Maintenance Agreement (Operations and Maintenance Agreement) is required on a form provided by the city. The agreement shall be recorded and shall reference any separate maintenance program documents and the approved building plans. 3. Please sign and date the Stormwater Control Plan for Post Construction Requirements and provide a color copy of the exhibits 4. Provide a copy of the property deed or other documentation, such as a title report, to verify the current ownership and legal description for this property so that the required Stormwater Conveyance System Management and Maintenance Agreement can be prepared by the city for recordation. A nominal notary and/or recording fee will be required. 5. BMP’s are triggered by the PCR checklist (i.e. drainage inlets and filters, roof drains and trash enclosure runoff to the bioswales, permeable pavers, parking lot sweeping, detention/infiltration basin, etc.), prepare an Operations and Maintenance Manual for the BMP’s. The O&M Manual shall address maintenance, monitoring, inspections, cleanings, repairs, documentation, and reporting. It shall also include an overall plan showing where each of the subject features are located. Add this to cover sheet Comment remains- Also provide a copy of the block on the cover sheet of the plans- (new item) Please include which sheet in plans PCR requirements can be found. 6. Provide a Stormwater Compliance/Special Inspection Block on the coversheet of the plans that identifies Stormwater Plan BMPs used for compliance for Performance Requirements 1-4 and required inspection by EOR during construction. Fill in the blank with the measure used for compliance such as, Plan Check Review #2 1150 Laurel Ln BLDG-2788-2022 Page 6 disconnecting roof drains, or permeable pavers or biofiltration planters, or underground chambers, etc. Refer to the project’s Post Construction Stormwater Plan. STORMWATER COMPLIANCE SUMMARY: Project is subject to the requirements of the Regional Water Quality Control Board’s Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region. Project is Exempt: _(yes or no)___ If no, Project meets: Performance Req. 1 Site Design/Runoff Reduction through use of (fill in the blank). See Sheet ___ Performance Req. 2 Water Quality Treatment through use of _____________ See sheet ________ Performance Req. 3 Runoff Retention through use of _____________ See sheet ________ Performance Req. 4 Peak Management through use of ___________________ See sheet ________ Inspection/Certification Requirements. Stormwater and drainage system certification is required from the Building Division and the engineer of record prior to final inspection approvals. The engineer shall observe installation during construction and certify that the drainage and stormwater system components have been inspected and installed in general conformance with the drainage report, system design, and the approved plans, including all final elevations, component sizing, detention basins, parking lot detention curb elevations, drainage piping, inlets, weir elevations, and orifices. Operations/Maintenance Report. After construction is complete and prior to final inspection approvals, the engineer of record shall perform a preliminary “year-zero” site inspection of the completed project site and stormwater facilities based on maintenance items identified in the approved Operations and Maintenance Plan. A report or checklist identifying the condition of the site and each stormwater facility shall be provided to the City. Inspection/Certification Requirements. Stormwater and drainage system certification is required from the engineer of record prior to final inspection approvals. The engineer shall observe installation during construction and certify that the drainage and stormwater system components have been inspected and installed in general conformance with the drainage report, system design, and the approved plans, including all final elevations, component sizing, detention basins, parking lot detention curb elevations, drainage piping, inlets, weir elevations, and orifices. Operations/Maintenance Report. After construction is complete and prior to final inspection approvals, the engineer of record shall perform a preliminary “year zero” site inspection of the completed project site and stormwater facilities based on maintenance items identified in the approved Operations and Maintenance Plan. A report or checklist identifying the condition of the site and each stormwater facility shall be provided to the City. O & M Manual comment: 7. After completion of construction and prior to final inspection sign-off, the engineer of record shall perform an initial or “Zero-Year” inspection and report of all stormwater facilities as identified in the manual and project plans to verify functionality of the various BMPs at the completion of the work and ability to perform as designed. (For example: site is cleaned of trash, site is weeded, and vegetation trimmed, flow into planters or drain inlets are free and clear of debris and vegetation, chambers are clean Plan Check Review #2 1150 Laurel Ln BLDG-2788-2022 Page 7 with no sediment and installed per design, MHs are clean and inverts/overflows set at correct elevations, permeable pavers are installed per design, etc.) Provide a discussion in the O&M manual that addresses this requirement for the zero-year inspection and report. The following items need correction on the draft construction plans : Conditions of Approval (COA’s) 8. The building plan submittal shall show and note all on-site and off-site improvements. Any upgrades to the connection to the railroad safety trail or other work located on a city owned parcel or public right-of- way will require a separate encroachment permit. Per COA #22. 9. The building plan submittal shall show and note compliance with the parking and driveway standards for any proposed or required parking lot modifications. Per COA #22. Show all parking spaces and bays to show compliance with the parking and driveway standards for maneuverability into the surface parking spaces at North, West, East & South Lots. Partial comment remains- Sheet A2.10, Reference Note 3219- Existing Ramp and warnings detail not found on Sheet A0.23 10. The existing parking lot planters shall be replanted with trees per the original approvals or as proposed with the building permit plan submittal to the satisfaction of the Planning Division. The applicant shall review the existing parking lot tree plantings to verify whether the trees in decline may need to be removed and replaced. The landscape irrigation system(s) shall be restored, or a program of hand watering shall be established. Per COA #23. Please specify which trees will be replanted. Partial comments remains- Add notation to cover sheet of Landscaping Plans. 11. The building plan submittal shall include information on the existing parking lot drainage systems and any existing water quality treatment systems. The approved building plans for the existing drainage system and basins were not available at the time of this review. 12. An Operation and Maintenance manual shall be provided for the existing and proposed water quality treatment systems. A Private Stormwater Conveyance Agreement shall be recorded in a format provided by the City. Per COA #25, understood that this is being worked on. Please provide when complete. 13. The existing parking lot drainage systems that drain directly to the adjoining creek and culvert systems along the northerly and westerly property lines shall be upgraded to provide some level of water quality treatment prior to discharge to the adjoining drainageways. The proposal shall consider Best Management Practices and provisions for some trash capture. Passive Low Impact Development treatment systems that encourage some infiltration and retention should be considered. The existing site development may accommodate landscape features such as dry creeks and basins. The existing two drainage outlets shall be upgraded to stabilize or correct the areas of minor erosion. Per COA #26 Trash Enclosures 14. The proposed trash enclosure shall comply with Engineering Standard 1010.B for drainage and water quality standards. Chambers and Stormdrains Plan Check Review #2 1150 Laurel Ln BLDG-2788-2022 Page 8 15. Provide detail and specifications for chamber system. 16. Provide complete details of all proposed inlets to the chambers system. Clarify the safe overflow of the chamber system. 17. Clarify how roof drainage ties into the existing or proposed drainage system. Show all roof drain downspouts on the drainage plan for reference. 18. Provide rim and invert elevations and sizes for all stormdrains Transportation Luke Schwartz lschwartz@slocity.org and (805) 781-7190 ☐ Ready for Action ☒ Needs Resubmit ☐ OK for Counter Re-Check ☐ Final Inspection Required (staff reminder: add yourself to final inspection in permit module) 1. Per COA#29, the connection from the Railroad Safety Trail shared-use path to the project site shall be improved to include lighting. Notes on plan sheet A0.11 state that lighting details are provided within the electrical sheets within the building plan set; however, electrical sheets do not include any path lighting details. Please update on subsequent submittal. Review #2 Comment Remains for Counter Re-Check: Applicant response and plans state “Existing Path Lighting Installed Under Separate Project”. Please confirm the separate permit/building plan case where installation of these lights were included. If included in separate plan, lighting will need to be installed and operational prior to final occupancy under this permit. 2. Note for reference only: No Citywide Transportation Impact Fees due for this building permit, as change in use does not generate increase in motor vehicle traffic (per 1150 Laurel Transportation Impact Study). Fees / Addressing Vanessa Nichols vnichols@slocity.org Phone (805) 781-7588 ☐ Ready for Action ☒ Needs Resubmit ☐ OK for Counter Re-Check ☐ Final Inspection Required (staff reminder: add yourself to final inspection in permit module) 1. Please verify compliance with APCD regulations for renovations and demolitions. prior to permit issuance. https://www.slocleanair.org/rules-regulations/asbestos.php 2. Please provide the total linear feet of new retaining walls. Plan Check Review #2 1150 Laurel Ln BLDG-2788-2022 Page 9 3. Please note the sizes of all existing and new water meters on the Existing and Proposed Site Plans. COMMENT REMAINS. 4. Trash Enclosures are incorrectly referenced on the Proposed Site Plan. Please update. Please clarify if trash enclosures are new or existing (included in this scope of work?) 5. Please provide reduce sized first and second floor plans. Sheets A3.11 & A3.21. Needed for unit numbering to be reviewed and approved. 6. Final fees pending response to comments and other department reviews. City of San Luis Obispo AHJ Application/Permit #BLDG-2788-2022 03/23/2023 BVNA #16325307 Page 1 of 4 Applicant Name: Heather Wiebe Project Description: 2 Levels of residential units added to warehouse Project Address: 1150 Laurel Ln Application/Permit #: BLDG-2788-2022 Occupancy: R-2 Type of Construction: III-B Sprinklers: Yes Stories: 2 Floor Area (s.f.): 26738 Fire Hazard Severity Zone/ WUI: No Bureau Veritas has completed the second plan review of the below listed documents on behalf of the City of San Luis Obispo Building & Safety Department: GENERAL INSTRUCTIONS 1. This plan review has been made to verify conformance to minimum requirements of codes and ordinances adopted by the City of San Luis Obispo. Codes in effect for this project include the 2019 editions of the California Building Code (CBC), California Green Building Code (CGBC), California Plumbing Code (CPC), California Mechanical Code (CMC), California Electrical Code (CEC), and California Energy Code (CEnC). The CBC is based on the 2018 editions of the International Building Code, which was published by the International Code Council. The CPC and CMC are based on the 2018 edition of the Uniform Plumbing and Mechanical Codes, respectively, which were published by IAPMO. The CEC is based on the 2017 edition of the National Electrical Code published by the National Fire Protection Association (NFPA). Applicable code sections are referenced after each item in this list. 2. These plans and documents have been reviewed for compliance with the applicable code requirements of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of a violation of any applicable codes and/or standards nor relieve the owner, design professional of record or contractor of compliance with any applicable codes and/or standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation. 3. The review does not necessarily include errors and omissions. Complete comp liance is the responsibility of the designer. 4. All comments shall be resolved on the plans prior to the recommendation to the governing body for approval. 5. The comments identified in other sections of this review require clarifications/corrections before th is plan check can be completed. 6. For reference for explanations in the examiner’s comment sections, italic text refers to the initial submittals, bold text on second submittals, and underlined text on third submittals. 7. Please annotate your response in the areas on each comment, please see the comment section, 8. Submit a list showing any changes to the plan or previously submitted documents that are not the result of the plan check comments. Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes. City of San Luis Obispo AHJ Application/Permit #BLDG-2788-2022 03/23/2023 BVNA #16325307 Page 2 of 4 IN ORDER TO PROCESS THIS PLAN REVIEW PLEASE PROVIDE THE NAME AND PHONE NUMBER OF THE INDIVIDUAL WHO PREPARED THESE PLAN REVIEW RESPONSES NAME: _____________________________________ PHONE: ____________________________ Please provide TWO full new physical sets of plans or ONE full COMPLETE electronic submittal, with supporting documentation, and answers to ALL comments listed in the comment section and submit to: City of San Luis Obispo Building Department, 919 Palm St., San Luis Obispo CA Respectfully Submitted, Matthew Godinez, P.E. Plan Check Supervisor 250 N. Westlake Blvd #150, Westlake Village, CA Matthew.Godinez@bureauveritas.com (805) 230-2888 Please write the sheet number, detail number, and/or location indicating where the comment is located. Please be specific as to where comment items have been addressed so that recheck may be expedited. To aid in the plan review process—please indicate in the space adjacent to each comment or on a separate sheet, the sheet and the exact location on the sheet where corrections have been made (e.g., Detail S of Sheet 3). Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes. JURISDICTIONAL COMMENTS 1. ok 2. ok ARCHITECTURAL COMMENTS – MATTHEW GODINEZ, P.E. matthew.godinez@bureauveritas.com 3. ok 4. C9/A9.03 indicates CFS with stucco at exterior walls with variable fire rating. Type III-B exterior walls shall be not less than 2-hour rated. Specify method of installation to achieve 2-hour rating. [Table 601 CBC] RESPONSE:___________________________________________________________________ 5. ok 6. ok ACCESIBILITY COMMENTS - MATTHEW GODINEZ, P.E. matthew.godinez@bureauveritas.com 7. ok 8. ok City of San Luis Obispo AHJ Application/Permit #BLDG-2788-2022 03/23/2023 BVNA #16325307 Page 3 of 4 ENERGY COMMENTS - MATTHEW GODINEZ, P.E. matthew.godinez@bureauveritas.com 9. ok 10. ok 11. ok 12. Please demonstrate compliance with the Energy Reach Code for New Residential Buildings. https://www.slocity.org/government/department-directory/community-development/building- safety/clean-energy-choice-compliance 2nd Review: Include both the Permit and Final Inspection Certificates of Compliance (links available on the page above and copied below). https://www.slocity.org/home/showpublisheddocument/33859/638131058424530000 https://www.slocity.org/home/showpublisheddocument/33861/638131059300970000 RESPONSE:___________________________________________________________________ ELECTRICAL COMMENTS - MATTHEW GODINEZ, P.E. matthew.godinez@bureauveritas.com 13. ok 14. ok 15. ok 16. ok MECHANICAL COMMENTS - MATTHEW GODINEZ, P.E. matthew.godinez@bureauveritas.com 17. ok PLUMBING COMMENTS - MATTHEW GODINEZ, P.E. matthew.godinez@bureauveritas.com 18. ok 19. ok 20. Water heating recirculation systems shall meet the following requirements: CEnC, Sec. 110.3(c)(4). i. ok ii. ok iii. ok iv. ok v. ok vi. Specify and indicate controls required for HW re-circulation pump. CEnC, Sec. 110.3(c)2 2nd Review: Controls not found on 61/P0.30. RESPONSE:______________________________________________________ STRUCTURAL COMMENTS - MATTHEW GODINEZ, P.E. matthew.godinez@bureauveritas.com 21. ok 22. ok 23. ok 24. ok City of San Luis Obispo AHJ Application/Permit #BLDG-2788-2022 03/23/2023 BVNA #16325307 Page 4 of 4 25. 14/S3.2 doesn’t have a diaphragm connecting to the rim/blocking over the shear wall, line 5 on S4.21 for example. Please clarify shear path to shear walls specified. 2nd Review: 14/S3.2 appears to show shear transfer through gypsum board ceiling as diaphragm. No engineered values for gypsum diaphragm found in SDPWS, please clarify. RESPONSE:___________________________________________________________________ 26. ok 27. ok 28. ok END OF COMMENTS 1 From:Heather Wiebe <heather@arris-studio.com> Sent:Wednesday, April 19, 2023 10:22 AM To:Young, Nicole Cc:Nichols, Vanessa; Loew, Michael Subject:RE: 1150 Laurel BLDG-2788-2022 This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Nicole, Do you know which departments are still reviewing BLDG-2788-2022? We have had unofficial Bureau Veritas comments since 3/24. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Heather Wiebe Sent: Friday, March 24, 2023 4:30 PM To: Young, Nicole <nyoung@slocity.org> Cc: Nichols, Vanessa <vnichols@slocity.org> Subject: RE: 1150 Laurel BLDG-2788-2022 Hi Nicole, I think we sorted out the issue. No need to call me back. Thank you for sending this over. We will watch for the remaining comments next week. Have a nice weekend. Regards, Heather Wiebe Arris Studio Architects 1327 Archer Street, Suite 220 San Luis Obispo, CA 93401 Ph: (805) 547-2240 ext. 118 Fax: (805) 547-2241 Email: heather@arris-studio.com Web: ARRISSTUDIOARCH.com From: Young, Nicole <nyoung@slocity.org> Sent: Friday, March 24, 2023 2:34 PM To: Heather Wiebe <heather@arris-studio.com> Cc: Nichols, Vanessa <vnichols@slocity.org> Subject: 1150 Laurel BLDG-2788-2022 Hi Heather, 2 Attached are the comments from the Building portion of the review. Remaining reviewers are still working on finishing up their reviews and should be able to get them completed in the next week. But hopefully this can help get you guys going! Thank you, Nicole Young Permit Technician I Community Development E nyoung@slocity.org T 805.781.7101 slocity.org Stay connected with the City by signing up for e-notifications 1 From:Chuck Braff <chuck@westpacinv.com> Sent:Friday, April 14, 2023 10:06 PM To:Nelson, Trevor Cc:Michaela Denny Subject:Re: 1150 Laurel - Project Update This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Trevor- Thank you for calling on Wed. It meant a lot to me when you stepped in and offered to help us get this project back on track. I know it was in addition to your already busy schedule and we would not be where we are today without that move. Our entire team knows that and so do the trades as well as ownership. We were in a world of hurt and frankly the project was in jeopardy. I wanted to start this email by thanking you for diving in and helping us right the ship. Above and beyond for sure. You and I share similar feelings about Michaela. We work closely together and I am fully aware of her commitment to perform for both the developer and the future users of the space. She is dedicated to do the right thing. At 25, and only just now celebrating her 1st year with us, she has differentiated herself as a top performer and no doubt a future leader of our team. She inspires those around her and leads by example. She is not going to waiver from the task at hand despite the hurdles. I am a big fan and she has the ability to do anything she sets her mind to. From me to both of you I wanted to say that Laurel has been hard on me. I am 6 years in now. There have been a lot of ups and downs on both the personal and professional fronts. It’s been a lot. I have received more than 35k Laurel related emails alone (I just checked). I was nearly burned out when you both came on board full time. Your energy has given me a renewed perspective. You have made the job fun again. So, from me personally, thank you. From me professionally, I look forward to continued frank and honest communication. You have inspired me to want to improve again. Trevor, your words on Wed night have echoed to me for the balance of the week. I do not like the idea of you feeling exposed. Your words did not fall on deaf ears. We respect you and appreciate your willingness to help. You thoughts ring true and you will see some changes out here as Michaela and I sort out how to best move forward. We will start with more frequent communication. We will place Michaela as your regular liaison on all things Laurel. I hope you both enjoy your well deserved weekend with your families. Chuck Braff M: 310.990.6897 On Apr 13, 2023, at 3:36 PM, Nelson, Trevor <tnelson@slocity.org> wrote: Chuck, Thank you for taking my call yesterday and taking the time to hear me out on my side of things. I do not make those calls lightly. 2 Today’s walk with Rodger went about as well as I could’ve expected. He threw questions my way for about an hour on what I’ve seen the last year and where we are at on various items across the board. I chose not to share any of my recent frustrations as that can stay between me and the field, but rather I chose to focus on the progress and completion of items I have expressed the severity of for months now. I don’t come up with these things randomly or haphazardly, but moreso as an offer of assistance and internal insight as I deal with the Chief Building Official and Fire Marshal daily across hundreds of projects around town, including at times difficult conversations about occupancy, whether it be a new hotel, a new Porsche dealership or the hundreds of new homes across our Ranch tracts. Please feel free to share my acknowledgment of the efforts and hard work I continue to see at Laurel with any staff you see fit, but as I tend to prefer to deal directly with project leads and those I’ve recognized as the most consistent in their communication and their responsiveness to the life and safety needs of my community, Michaela I want to commend your obvious efforts and thoroughness in addressing and responding to all my unresolved questions and concerns. I can say it has made it all the difference. From my early days of the first fire wall being framed inside Ernest to two years later now, we have had our share of trials and tribulations, but I am starting to see the vision, I am starting to see the pieces fit together, and I can say that is one of the most rewarding aspects of serving the City and overseeing its growth and development. We will be extending the TCO for the Event Space and I am always available to begin closing out Final requirements as they are completed. Thank you, Trevor Nelson Supervising Building Inspector <image001.png> Community Development 919 Palm St, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 C 805.431.7160 slocity.org <image002.png><image003.png><image004.png> Stay connected with the City by signing up for e-notifications 1 From:Nelson, Trevor Sent:Thursday, April 13, 2023 3:36 PM To:Chuck Braff Cc:Michaela@WestPacInv.com Subject:1150 Laurel - Project Update Chuck, Thank you for taking my call yesterday and taking the time to hear me out on my side of things. I do not make those calls lightly. Today’s walk with Rodger went about as well as I could’ve expected. He threw questions my way for about an hour on what I’ve seen the last year and where we are at on various items across the board. I chose not to share any of my recent frustrations as that can stay between me and the field, but rather I chose to focus on the progress and completion of items I have expressed the severity of for months now. I don’t come up with these things randomly or haphazardly, but moreso as an offer of assistance and internal insight as I deal with the Chief Building Official and Fire Marshal daily across hundreds of projects around town, including at times difficult conversations about occupancy, whether it be a new hotel, a new Porsche dealership or the hundreds of new homes across our Ranch tracts. Please feel free to share my acknowledgment of the efforts and hard work I continue to see at Laurel with any staff you see fit, but as I tend to prefer to deal directly with project leads and those I’ve recognized as the most consistent in their communication and their responsiveness to the life and safety needs of my community, Michaela I want to commend your obvious efforts and thoroughness in addressing and responding to all my unresolved questions and concerns. I can say it has made it all the difference. From my early days of the first fire wall being framed inside Ernest to two years later now, we have had our share of trials and tribulations, but I am starting to see the vision, I am starting to see the pieces fit together, and I can say that is one of the most rewarding aspects of serving the City and overseeing its growth and development. We will be extending the TCO for the Event Space and I am always available to begin closing out Final requirements as they are completed. Thank you, Trevor Nelson Supervising Building Inspector Community Development 919 Palm St, San Luis Obispo, CA 93401-3218 E tnelson@slocity.org T 805.781.7153 C 805.431.7160 slocity.org Stay connected with the City by signing up for e-notifications 1 From:Beres, Jason Sent:Monday, April 10, 2023 11:47 AM To:Bryan Mott; Maggio, Rodger Subject:Re: CSFM FOR CEILING Attachments:#0761-2023, 1150 Laurel Lane Event Center (fire alarm system modification-second review).docx Bryan, Good morning. Yes, received I your voicemail, thank you for the follow-up. As noted in prior plan review the horn/strobe & strobe devices per City permit No. 0761-2023 are proposed to be installed as ceiling mount devices. After a second review of the CSFM Listing documentation, the listing language appears to be somewhat confusing (at least from my perspective) but I believe you are correct on the clarification provided. Again, thank you. For the time being, I will process the fire alarm plans (x3) and return to the City Building Department this week for permit issuance. See attached paperwork. Going forward, please advise your staff that all inspections must be scheduled a minimum of 48 hours in advance. Inspections may only be scheduled by the installing contractor. Last, since the notification appliances have already been installed please have either ladder access or portable mechanical lift equipment available for SLOFD Inspection staff to view the installation of all ceiling mount notification appliances to confirm installation requirements during inspection. Let me know if you have any additional questions. Jason Beres Fire Inspector III To help protect your priv acy, Microsoft Office prevented automatic download of this picture from the Internet.City of San Luis Obispo Fire Department Fire Prevention 2160 Santa Barbara Avenue, San Luis Obispo, CA 93401-5240 E jberes@slocity.org T 805.594.8021 C 805.431.3062 slocity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet.Facebook To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet.Instagram To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet.Twitter Stay connected with the City by signing up for e-notifications From: Bryan Mott <bryan@alphafsa.com> Sent: Monday, April 10, 2023 10:06 AM To: Beres, Jason <jberes@slocity.org> Subject: CSFM FOR CEILING This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. 2 Jason, See attached. I looked them up, please apply to my submittals. I believe this is the correction needed. Sorry I didn't understand the correction needed. Regards, Bryan -- To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet.Alpha Fire Unlimited Bryan Mott - General Manager Alarm Alpha Fire Unlimited phone: (805) 541-2527 mobile: (805)801-9260 email: bryan@alphafsa.com Lic C-10, C-16, 761360 ACO # 5365 E#2466 650 Sweeney Lane, San Luis Obispo, CA 93401 Website • Facebook • Instagram __________________________________________________ Confidentiality Notice: This communication and any attachments contain information that is proprietary, confidential, and/or legally privileged. It is solely intended for the recipient(s) or entity(s) listed above to whom the information was originally transmitted. If you are not an originally intended recipient, the reading, copying, disclosure or other use of the contents of this e-mail is strictly prohibited and you are instructed to delete this e-mail immediately. FIRE DEPARTMENT PLAN REVIEW PROJECT DESCRIPTION: FIRE ALARM SYSTEM MODIFICATION (SECOND REVIEW). PROPERTY OWNER: LAUREL CREEK LP. 505 BATH STREET, SANTA BARBARA, CA 93101 ADDRESS: 1150 LAUREL LANE, SAN LUIS OBISPO, CA 93401. APN: 004-962-042 APPLICATION NUMBER: 0761-2023 PLANS EXAMINER: JASON BERES PROJECT MANAGER: ALPHA FIRE UNLIMITED. DATE: 04/10/2023 REVIEWED PLANS SHALL MEET THE FOLLOWING CONDITIONS FOLLOWING PERMIT ISSUANCE: 1.The inspection of occupant notification appliance installation inside the public assembly area will be subject to field inspection. Contractor is required to confirm that sound measuring equipment is available onsite to measure decibel level readings for all occupant notification appliance installation(s). 2)Acceptance test required based upon the scope of work. Approved plans shall be available on-site for all inspections. 3)Provide instructions for all fire alarm system operations at the fire alarm control panel. Conditions subject to field verification by assigned City Fire Department Inspector. 4)A fire alarm monitoring agreement will be required at time of acceptance test. 5)Final inspection required. Deviation from approved plans will require prior permission from authority having jurisdiction. Please call for a final inspection (805) 783-7775. 1 From:Natalie Baucom <natalie@andrewgoodwin.us> Sent:Friday, April 7, 2023 2:43 PM To:Michaela Denny Cc:Andrew Goodwin; Chuck Braff; Shawn Malone; Beres, Jason; Nelson, Trevor Subject:Re: Bang the Drum Plan Discrepancies Attachments:20230407_670_Bang the Drum T.I_Revised Sheet - G1.0.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hi Michaele, Please see the PDF below for the updated sheet. Please let me know if you have any questions or concerns or need any additional information. Best, Natalie Baucom On Fri, Apr 7, 2023 at 2:04 PM Michaela Denny <michaela@westpacinv.com> wrote: Andrew, Please update Sheet G1.0 to show that the rear door is not a part of the Exiting plan for the space. Have the path of travel for the “VIP Area” re-routed to one of the approved exits. This is per the request of the Building and Fire Department. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Michaela Denny Sent: Friday, April 7, 2023 11:07 AM To: Maggio, Rodger; Loew, Michael; Beres, Jason 2 Cc: Natalie Baucom; Chuck Braff; Shawn Malone; Andrew Goodwin Subject: Re: Bang the Drum Plan Discrepancies Rodger/Mike, Please confirm. Thank you, Michaela Denny Get Outlook for iOS From: Andrew Goodwin <andrew@andrewgoodwin.us> Sent: Friday, April 7, 2023 10:02:16 AM To: Michaela Denny <michaela@westpacinv.com> Cc: Natalie Baucom <natalie@andrewgoodwin.us>; Chuck Braff <chuck@westpacinv.com>; Shawn Malone <shawn@westpacinv.com> Subject: Re: Bang the Drum Plan Discrepancies This was directed to me at the conference table in the building department. Both the fire marshal and building official asked that to be removed. They believed that it was more appropriate to direct people to exit through the existing exits of the space and not to label the rear exit as the required exit through hallway in the rear. It seems they had an issue with the hallway being an approved method and that is why it was blacked out. It can still be used as an exit and entrance, but the code can still be achieved through the other exits. If the inspector asks and wants to know more let them know that the fire marshal and building official asked for that to be removed. AG Andrew Goodwin, AIA, NCARB 3 Owner and Architect Andrew Goodwin Designs (805) 439-1611 x 101 (513) 505-9373 andrewgoodwin.us To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of On Fri, Apr 7, 2023 at 9:48 AM Michaela Denny <michaela@westpacinv.com> wrote: Good Morning, We have the Fire and Building department out to finalize the Bang the Drum space today at 10:30 AM. Noticed a few things that I was hoping to have answers on before that takes place. 1. Panic Hardware Comment on the new door Call out 1 on Sheet A2.01 shows the door swinging into the space. The door schedule calls out for Panic Hardware. 4 We installed the door with a standard classroom lever lockset. Not Panic hardware. We wouldn’t want anyone to access the space from the existing corridor. Please provide clarification if panic hardware is required. 2. New door has scribbled out Exit sign call out. We received the stamped plans with this exit sign and call out scribbled out. Is this correct? This Exit would be used for tenants only as access to the back parking lot or easy access to dumpsters. Please provide an explanation for the scribbled-out portion so I can explain it to the inspector. 5 Call me if you have any questions. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 -- Natalie Baucom Architect, NCARB Andrew Goodwin Designs natalie@andrewgoodwin.us (805) 439-1611 x 110 (512) 470-9635 andrewgoodwin.us To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of ESPRESSOREFBELOWUP101OCCUPANCY LOAD CALCULATIONSASSEMBLY 2200 1:15NAME OCCUP. CLASSAREA (SF) RATIOROOM ## OF OCCUPANTSTOTAL CUMULATIVE1472REQUIRED EXITSOPEN SEATINGMERCHANTILE 228 1:60 42BARKITCHEN 490 1:200 31STORAGE STORAGE 183 1:300 1 11RESTROOM N/A N/A - -1RESTROOM N/A N/A - - 0OPEN SEATINGASSEMBLY 338 1:15 23 23PREP KITCHEN KITCHEN 639 1:200 71RETAIL1031051061071081041027341580TOTAL OCCUPANT LOAD - FIRST FLOOR181TOTAL # OF EXITS REQUIRED:PER CBC TABLE 1006.3.22PROVIDED EXITS221111TOTAL # OF EXITS PROVIDED:2 (SEE PLAN)11111. OCCUPANCT LOADS PER CBC TABLE 1004.51EGRESS WIDTH REQUIREMENTS (CBC TABLE 1005.3.1/1005.3.2)DOOR EXITS & COORIDORS: # OF OCCUPANTS X 0.15 = EGRESS WIDTHMAXIMUM COMMON PATH OF TRAVEL (CBC 1006.2.1):A OCCUPANCY: 75' -0"MAXIMUM EXIT ACCESS TRAVEL DISTANCE (CBC TABLE 1017.2):A OCCUPANCY: 250' -0" MINIMUM PLUMBING FACILITIES OCCUPANT LOAD FACTOR (CPC TABLE A):A. INTERIOR SF: 4,160 SFB. ACCESSORY/STORAGE SPACE: 1,160 SF1. 30 GROSS S.F./OCCUPANT2. 3,010 S.F./30 S.F. = 100 OCCUPANTSMINIMUM PLUMBING FACILITIES (CPC TABLE 422.1)A-2REQUIRED FIXTURESPROVIDED FIXTURESMENWOMENWATER CLOSET URINALS LAVATORIES DRINKING FOUNTAIN SERVICE SINKMENWOMENWATER CLOSET URINALS LAVATORIES DRINKING FOUNTAIN SERVICE SINK121-12-1TOTAL BUILDING OCCUPANCY: 50 MALE AND 50 FEMALE121-22-1TOTAL314-1NOTE: NO CHANGE TO EXISTING CONDITIONS PROPOSED.NOTE: HATCHED AREA ON PLAN IS STORAGE AND ACCESSORY SPACE EXCLUDED FROM OCCUPANCY CALCULATIONS1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). 3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CBC SECTION 2702. 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (CBC SECTION 1013.3). 5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MINUTES IN CASE OF POWER LOSS. (CBC SECTION 1013.6.3. 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE CBC SECTION 100.1.9.3 FOR EXCEPTIONS. 7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISHED FLOOR. 8. THE PRIMARY ENTRANCE/EGRESS DOOR SHALL HAVE THE FOLLOWING SIGN POSTED IN A PROMINENT AND VISIBLE LOCATION ABOVE THE DOOR: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". 9. ALL EGRESS DOOR OPERATIONS HALL ALSO COMPLY WITH SECTION 1010.1.9-1010.1.9.12.10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. GENERAL NOTES: 12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED AT THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS:a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS.b. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.c. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN CBC SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.e. EXTERIOR LANDINGS, AS REQUIRED BY CBC SECTION 1010.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CBC SECTION 2702.14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOD-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. EXIT SIGNAGE:THE PATH OF TRAVEL TO AND WITHIN EXITS IN A BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF CBC SECTION 1011. EXIT SIGNS SHALL BE READILY VISIBLE FROM THE DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THEN 100 FT. FROM THE NEAREST VISIBLE SIGN.INTERNATIONAL SYMBOL OF ACCESSIBILITY:APPLY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON OR ADJACENT TO BUILDING ENTRANCE. THE SYMBOL SHALL BE A WHITE FIGURE ON A BLUE BACKGROUND.MEANS OF EGRESS ILLUMINATION:AT ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1FT. CANDLE AT FLOOR LEVEL. VISUAL ALARM SYSTEM:A VISUAL ALARM SYSTEM IS REQUIRED IN FACILITY PER CBC 11B-215.1. DOOR WIDTH:PER CBC SEC. 1005, MIN. WIDTH OF DOORS MAY BE DIVIDED "APPROXIMATELY" EQUALLY AMONG THE MEANS OF EGRESS COMPONENTS SERVING AS EXIT-ACCESS DOORWAYS WHEN MORE THAN ONE EXIT SERVES A BUILDING OR PORTION THEREOF. PER CBC 1005.3.2, EGRESS WIDTH IS MIN. 0.15" PER PERSON. RE: "OCCUPANCY CALCULATIONS" TABLE, THIS SHEET.POSTING OF OCCUPANT LOAD:EVERY ROOM USED AS ASSEMBLY OR CLASSROOM WITH AN OCCUPANCY OF 50 OR MORE SHALL HAVE A PERMANENT SIGN POSTING OCCUPANCY LOAD NEAR MAIN EXIT PER CBC 1004.9.FIRE EXTINGUISHER:PROVIDE RATED 2A:10B:C FIRE EXTINGUSHERS SUCH THAT AN EXTINGUISHER IS LOCATED WITHIN A 75-FT TRAVEL DISTANCE TO ANY POINT IN THE BUILDING. EXTINGUISHERS SHLL BE MOUNTED ON THE WALL OR IN CABINETS, SUCH THAT THE TOP OF THE EXTINGUISHER IS NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. GENERAL NOTES: PER CBC 718.2.718.2.2 CONCEALED WALL SPACES.FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 718.2.3 CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES.FIREBLOCKING SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. 718.2.5 CEILING AND FLOOR OPENINGS.WHERE REQUIRED BY SECTION 712.1.7, EXCEPTION 1 OF SECTION 714.4.1.2 OR SECTION 714.4.2, FIREBLOCKING OF THE ANNULAR SPACE AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILINGS AND FLOOR LEVELS SHALL BE INSTALLED WITH A MATERIAL SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. 718.2.6 EXTERIOR WALL COVERINGS.FIREBLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHERE PERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES. FIREBLOCKING SHALL BE INSTALLED AT MAXIMUM INTERVALS OF 20 FEET (6096 MM) IN EITHER DIMENSION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SQUARE FEET (9.3 M2) BETWEEN FIREBLOCKING. WHERE WOOD FURRING STRIPS ARE USED, THEY SHALL BE OF APPROVED WOOD OF NATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NONCONTINUOUS, SUCH ELEMENTS SHALL HAVE CLOSED ENDS, WITH AT LEAST 4 INCHES (102 MM) OF SEPARATION BETWEEN SECTIONS. GENERAL NOTES: 1. VERIFY FRAME OPENINGS WITH MANUFACTURER AND FIELD VERIFY ALL ROUGH OPENINGS.2. VERIFY ALL DOOR HARDWARE AND ALL DOOR HANDINGS AND SUBMIT FOR REVIEW PRIOR TO ORDERING.3. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND INTERIOR DOORS, EXCEPT FIRE DOORS WHICH SHALL NOT EXCEED 15 LBS.4. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE.5. MAXIMUM HEIGHT OF ALL THRESHOLDS SHALL BE 1/2".MAXIMUM VERTICAL CHANGE AT EDGES SHALL BE 1/4". CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL.6. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE, OR EFFORT.7. IF DOOR HAS A CLOSER, SWEEP PERIOD OF CLOSER SHALL BE ADJUSTED SO THAT FROM OPEN POSITION OF 90 DEGREES, DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM LATCH, MEASURED TO LEADING EDGE OF DOOR. CBC 11B-404.2.8.18. ALL EXTERIOR DOORS MUST REMAINED UNLOCKED DURING BUSINESS HOURS PER EGRESS REQUIREMENTS.GENERAL NOTES: (CBC 3): ASSEMBLY / RESTAURANTNO SEPARATION (CBC 508.4)NUMBER OF STORIES (CBC 504): 1 STORIESTYPE OF CONSTRUCTION (CBC T-504.3): TYPE II-BALLOWABLE HEIGHT (CBC T-504.3): 75FTFIRE SPRINKLERS (CBC 7): TYPE NFPA 13ALLOWABLE FLOOR AREA (CBC T-506.2): SM: VB: 38,000 SFRATIO CALC.: 4,200 SF ACTUAL/ 38,000 SF ALLOWED= #<1A2 OCCUPANCYSIGNAGE SCHEDULEDESCRIPTIONPICTOGRAMTEXTSIZE (WxH)MFR. #REMARKSCDTACTILE EXIT SIGNEXIT ROUTE-6"x6"-6"x6"DECAL, 1" HIGH TEXT ON CONTRASTING BACKGROUND. BLACK ON WHITE, OR BLACK ON CLEAR. RE: 1. COLOR BLACK BACKGROUND WITH WHITE GRAPHICS, UNLESS NOTED OTHERWISE. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.2. TEXT: CHARACTERS ARE RAISED 1/32", SANS-SERIF UPPERCASE CHARACTERS, 5/8" HIGH MIN., 2" HIGH MAX.3. BRAILLE: SEE CBC 11B-703.3. FOLLOWING NOTES FOR REFERENCE ONLY:3.1. TEXT IS ACCOMPANIED BY GRADE 2 BRAILLE3.2. DOTS DISTANCE IN THE SAME CELL TO BE .100"3.3. DOT BASE DIAMETER TO BE .059" TI .063"3.4. DOTS DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS TO BE .300"3.5. DOT HEIGHT TO BE .025" TO .037"3.6. DOTS SHALL BE DOMED OR ROUNDED4. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM 3/8" AND A MAXIMUM 1/2' DIRECTLY BELOW THE CHARACTERS; FLUSH LEFT OR CENTERED.5. ADHESIVE FOAM ON BACK.6. MANUFACTURER: EMEDCO OR EQUAL.7. FOR INFORMATION, CONTRACTOR TO COORDINATE WITH OWNER.8. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MIN. ABOVE THE FINISHED FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND MEASURED FROM THE BASELINE OF THE HIGHEST CHARACTERS. (CBC 11B-703.4.1)9. EXIT SIGNAGE:THE PATH OF TRAVEL TO AND WITHIN EXITS IN A BUILDING SHALL BE INDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMNETS OF CBC SECTION 1013. EXIT SIGN SHALL BE READILY VISIBLE FROM THE DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO INDICATE THE DIRECTION OF EGRESS TRAVEL. ALLPOINTSIN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY TO BE WITHIN 100 FT., OR THE LISTED VIEWING DISTANCE OF THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN.10. INTERNATIONAL SYMBOL OF ACCESSIBILITY:APPLY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON OR ADJACENT TO BUILDING ENTRANCE. THE SYMBOL SHALL BE A WHITE FIGURE ON A BLUE BACKGROUND.ABTACTILE EXIT SIGNROOM CAPACITY SIGNEXITMAXIMUM BUILDING OCCUPANTS -"XX PERSONS."-6"x6"-8.5"x11"DECAL, 1" HIGH TEXT ON CONTRASTING BACKGROUND. EXISTING TO REMAIN, FIELD-VERIFYEXISTING TO REMAIN, FIELD-VERIFY FOR MORE INFO. POST MAXIMUM OCCUPANT LOAD PERMANENTLY ABOVE OR NEAR FRONT DOOR. ADD OCCUPANCY NUMBER PER SCHEDULEINTERNATIONAL SYMBOL ADAINTERNATIONAL SYMBOL OF ACCESSSIGNDECAL, 1" HIGH TEXT ON CONTRASTING BACKGROUND. EXISTING TO REMAIN, FIELD-VERIFY/52A5.01EXIT: CUMULATIVE OCCUPANT LOAD SERVEDSIGN: REFER TO SIGNAGE SCHEDULE FOR TYPE AND DESCRIPTION - RE: 41/G1.0-G2.0PATH OF TRAVEL (P.O.T.)EGRESS ILLUMINATION LIGHTS, ONE FOOT-CANDLE MIN., W/ 90 MINUTE BATTERY BACKUP.ILLUMINATED EMERGENCY EXIT SIGNS. HIGH AND LOW MOUNTED EXIT SIGNS. WALL MOUNT OR CEILING MOUNT TO BE VERIFIED ON SITE.EXISTING 1-HOUR RATED WALLLEGEND: CODE PLANEXITA#THESE NOTES ARE FOR THIS SHEET ONLY.1.(N) INTERNALLY ILLUMINATED "EXIT" SIGN ABOVE DOOR.2.PROVIDE TACTILE EXIT SIGNS PER CBC 11B-703 A. EACH GRADE-LEVEL EXTERIOR DOOR SHALL BEIDENTIFIED BY "EXIT". B. EACH EXIT ACCESS DOOR FROM AN INTERIORROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN SHALL BE IDENTIFIED BY "EXIT ROUTE".3.ROOM CAPACITY SIGNAGE TO NOT EXCEED MAXIMUM OCCUPANTS PER SUITE TOTAL IN 52/G1.0, G2.0.4.ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT.5.THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED.6.THIS DOOR TO REMAIN LOCKED FROM THE OUTSIDE. EMPLOYEE ACCESS ONLY.7. KNOX BOX TO BE INSTALLED FOR FIRE DEPARTMENT.8. PROVIDE PANIC HARDWARE AT EXIT DOOR PER CBC 1010.1.10. RE: DOOR SCHEDULE A6.1.EGRESS KEYNOTESXNOT IN SCOPENOT IN SCOPE6' - 11"17' - 11"27' - 5"5' - 9"22' - 10"17' - 9"2' - 11"ROOM 108(E) VIP AREAOLF 23 OCC.338 SFROOM 107(E) ADA RESTROOMOLF 0 OCC.114 SFROOM 106(E) ADA RESTROOMOLF 0 OCC.114 SFHALLROOM 105(E) STORAGEOLF 1 OCC.183 SFJANITOR CLOSETROOM 104(E) PREP KITCHENOLF 3 OCC.639 SFFERMENTATION STORAGESTORAGESERVICE HALLROOM 103(E) BAROLF 3 OCC.490 SFROOM 102(E) RETAILOLF 4 OCC.224 SFROOM 101(E) OPEN SEATINGOLF 147 OCC.2,200 SF41' - 9"ASSEMBLY 1:15(E) OUTDOOR PATIOOLF 93 OCC.1,400 SFEXITOLF 102 OCCEXITOLF 79 OCCEXIT TO PUBLIC RIGHT OF WAYEXIT OLF 136.75PATIO EXIT TO PUBLIC RIGHT OF WAYEXIT OLF 45.75PATIO EXIT TO PUBLIC RIGHT OF WAYEXIT OLF 45.75PATIO EXIT TO PUBLIC RIGHT OF WAYEXIT OLF 91.5COUNTER SEATING -NOT FIXEDCOUNTER SEATING -NOT FIXEDMAX 2% SLOPE ANY DIRECTIONMAX 2% SLOPE ANY DIRECTIONBAR SEATING (NOT FIXED)BAR SEATING (NOT FIXED)+34" ADA BAR SEATINGSERVICE COUNTER +34"ABDABDNEIGHBORING EGRESS CORRIDOREXITEXITNEIGHBORING OFFICE -B OCCUPANCYC1PROJECTSHEET TITLESHEET NUMBERPROJECT MANAGER:TECHNICIAN:DATE:JOB NUMBER:SEALCLIENTThese drawings are instruments of service and are the property of Andrew Goodwin Designs, Inc. The information represented on these drawings are exclusively for the project indicated and shall not be transferred or otherwise reproduced without express written permission of Andrew Goodwin.Copyright 2022ANDREW GOODWIN DESIGNS2050 PARKER STSAN LUIS OBISPO, CA 93401t: (805) 439-1611www.andrewgoodwin.usarchitect: andrew goodwin, aiaandrew@andrewgoodwin.usG1.012/06/2022ERAGD670FIRST FLOOR CODE PLANCHUCK BRAFFWESTPACK INVESTMENTS895 AEROVISTA PL, STE 100SAN LUIS OBISPO, CA 93401BANG THE DRUM T.I.1150 LAUREL LANE SUITE 130SAN LUIS OBISPO, CA 9340152OCCUPANT CALCULATIONS - FIRST FLOOR35PLUMBING FIXTURE CALCULATIONS34GENERAL NOTES - EGRESS12GENERAL NOTES - CODE ANALYSIS14GENERAL NOTES - FIRE BLOCKING13GENERAL NOTES - DOORS25GENERAL NOTES - A2 OCCUPANCY32SIGNAGE SCHEDULE15LEGEND CODE PLAN24EGRESS KEYNOTES0'4'12'24'1/8" = 1'-0"55CODE PLANREVISIONSREV # REV DATE REV DESCRIPTION1 04/07/2023 RTAP #1 1 From:Michaela Denny <michaela@westpacinv.com> Sent:Friday, April 7, 2023 2:51 PM To:Beres, Jason; Nelson, Trevor Cc:Chuck Braff Subject:FW: Bang the Drum Plan Discrepancies Attachments:20230407_670_Bang the Drum T.I_Revised Sheet - G1.0.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Jason/Trevor, Please see attached. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 From: Natalie Baucom Sent: Friday, April 7, 2023 2:43 PM To: Michaela Denny Cc: Andrew Goodwin; Chuck Braff; Shawn Malone; Beres, Jason; Nelson, Trevor Subject: Re: Bang the Drum Plan Discrepancies Hi Michaele, Please see the PDF below for the updated sheet. Please let me know if you have any questions or concerns or need any additional information. Best, Natalie Baucom On Fri, Apr 7, 2023 at 2:04 PM Michaela Denny <michaela@westpacinv.com> wrote: Andrew, Please update Sheet G1.0 to show that the rear door is not a part of the Exiting plan for the space. Have the path of travel for the “VIP Area” re-routed to one of the approved exits. This is per the request of the Building and Fire Department. Thank you, Michaela Denny 2 Smith and Company Project Manager M: 760.468.5776 From: Michaela Denny Sent: Friday, April 7, 2023 11:07 AM To: Maggio, Rodger; Loew, Michael; Beres, Jason Cc: Natalie Baucom; Chuck Braff; Shawn Malone; Andrew Goodwin Subject: Re: Bang the Drum Plan Discrepancies Rodger/Mike, Please confirm. Thank you, Michaela Denny Get Outlook for iOS From: Andrew Goodwin <andrew@andrewgoodwin.us> Sent: Friday, April 7, 2023 10:02:16 AM To: Michaela Denny <michaela@westpacinv.com> Cc: Natalie Baucom <natalie@andrewgoodwin.us>; Chuck Braff <chuck@westpacinv.com>; Shawn Malone <shawn@westpacinv.com> Subject: Re: Bang the Drum Plan Discrepancies This was directed to me at the conference table in the building department. Both the fire marshal and building official asked that to be removed. They believed that it was more appropriate to direct people to exit through the existing exits of the space and not to label the rear exit as the required exit through hallway in the rear. It seems they had an issue with the hallway being an approved method and that is why it was blacked out. It can still be used as an exit and entrance, but the code can still be achieved through the other exits. If the inspector asks and wants to know more let them know that the fire marshal and building official asked for that to be removed. 3 AG Andrew Goodwin, AIA, NCARB Owner and Architect Andrew Goodwin Designs (805) 439-1611 x 101 (513) 505-9373 andrewgoodwin.us To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of On Fri, Apr 7, 2023 at 9:48 AM Michaela Denny <michaela@westpacinv.com> wrote: Good Morning, We have the Fire and Building department out to finalize the Bang the Drum space today at 10:30 AM. Noticed a few things that I was hoping to have answers on before that takes place. 1.Panic Hardware Comment on the new door Call out 1 on Sheet A2.01 shows the door swinging into the space. The door schedule calls out for Panic Hardware. 4 We installed the door with a standard classroom lever lockset. Not Panic hardware. We wouldn’t want anyone to access the space from the existing corridor. Please provide clarification if panic hardware is required. 2.New door has scribbled out Exit sign call out. We received the stamped plans with this exit sign and call out scribbled out. Is this correct? This Exit would be used for tenants only as access to the back parking lot or easy access to dumpsters. Please provide an explanation for the scribbled-out portion so I can explain it to the inspector. 5 Call me if you have any questions. Thank you, Michaela Denny Smith and Company Project Manager M: 760.468.5776 -- Natalie Baucom Architect, NCARB Andrew Goodwin Designs natalie@andrewgoodwin.us (805) 439-1611 x 110 (512) 470-9635 andrewgoodwin.us To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of To help protect your privacy, Microsoft Office prevented automatic download of ESPRESSOREFBELOWUP101OCCUPANCY LOAD CALCULATIONSASSEMBLY 2200 1:15NAME OCCUP. CLASSAREA (SF) RATIOROOM ## OF OCCUPANTSTOTAL CUMULATIVE1472REQUIRED EXITSOPEN SEATINGMERCHANTILE 228 1:60 42BARKITCHEN 490 1:200 31STORAGE STORAGE 183 1:300 1 11RESTROOM N/A N/A - -1RESTROOM N/A N/A - - 0OPEN SEATINGASSEMBLY 338 1:15 23 23PREP KITCHEN KITCHEN 639 1:200 71RETAIL1031051061071081041027341580TOTAL OCCUPANT LOAD - FIRST FLOOR181TOTAL # OF EXITS REQUIRED:PER CBC TABLE 1006.3.22PROVIDED EXITS221111TOTAL # OF EXITS PROVIDED:2 (SEE PLAN)11111. OCCUPANCT LOADS PER CBC TABLE 1004.51EGRESS WIDTH REQUIREMENTS (CBC TABLE 1005.3.1/1005.3.2)DOOR EXITS & COORIDORS: # OF OCCUPANTS X 0.15 = EGRESS WIDTHMAXIMUM COMMON PATH OF TRAVEL (CBC 1006.2.1):A OCCUPANCY: 75' -0"MAXIMUM EXIT ACCESS TRAVEL DISTANCE (CBC TABLE 1017.2):A OCCUPANCY: 250' -0" MINIMUM PLUMBING FACILITIES OCCUPANT LOAD FACTOR (CPC TABLE A):A. INTERIOR SF: 4,160 SFB. ACCESSORY/STORAGE SPACE: 1,160 SF1. 30 GROSS S.F./OCCUPANT2. 3,010 S.F./30 S.F. = 100 OCCUPANTSMINIMUM PLUMBING FACILITIES (CPC TABLE 422.1)A-2REQUIRED FIXTURESPROVIDED FIXTURESMENWOMENWATER CLOSET URINALS LAVATORIES DRINKING FOUNTAIN SERVICE SINKMENWOMENWATER CLOSET URINALS LAVATORIES DRINKING FOUNTAIN SERVICE SINK121-12-1TOTAL BUILDING OCCUPANCY: 50 MALE AND 50 FEMALE121-22-1TOTAL314-1NOTE: NO CHANGE TO EXISTING CONDITIONS PROPOSED.NOTE: HATCHED AREA ON PLAN IS STORAGE AND ACCESSORY SPACE EXCLUDED FROM OCCUPANCY CALCULATIONS1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). 3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CBC SECTION 2702. 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (CBC SECTION 1013.3). 5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MINUTES IN CASE OF POWER LOSS. (CBC SECTION 1013.6.3. 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE CBC SECTION 100.1.9.3 FOR EXCEPTIONS. 7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. 48" ABOVE THE FINISHED FLOOR. 8. THE PRIMARY ENTRANCE/EGRESS DOOR SHALL HAVE THE FOLLOWING SIGN POSTED IN A PROMINENT AND VISIBLE LOCATION ABOVE THE DOOR: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". 9. ALL EGRESS DOOR OPERATIONS HALL ALSO COMPLY WITH SECTION 1010.1.9-1010.1.9.12.10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. GENERAL NOTES: 12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED AT THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS:a. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS.b. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.c. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN CBC SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.e. EXTERIOR LANDINGS, AS REQUIRED BY CBC SECTION 1010.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CBC SECTION 2702.14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOD-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. EXIT SIGNAGE:THE PATH OF TRAVEL TO AND WITHIN EXITS IN A BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF CBC SECTION 1011. EXIT SIGNS SHALL BE READILY VISIBLE FROM THE DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THEN 100 FT. FROM THE NEAREST VISIBLE SIGN.INTERNATIONAL SYMBOL OF ACCESSIBILITY:APPLY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON OR ADJACENT TO BUILDING ENTRANCE. THE SYMBOL SHALL BE A WHITE FIGURE ON A BLUE BACKGROUND.MEANS OF EGRESS ILLUMINATION:AT ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1FT. CANDLE AT FLOOR LEVEL. VISUAL ALARM SYSTEM:A VISUAL ALARM SYSTEM IS REQUIRED IN FACILITY PER CBC 11B-215.1. DOOR WIDTH:PER CBC SEC. 1005, MIN. WIDTH OF DOORS MAY BE DIVIDED "APPROXIMATELY" EQUALLY AMONG THE MEANS OF EGRESS COMPONENTS SERVING AS EXIT-ACCESS DOORWAYS WHEN MORE THAN ONE EXIT SERVES A BUILDING OR PORTION THEREOF. PER CBC 1005.3.2, EGRESS WIDTH IS MIN. 0.15" PER PERSON. RE: "OCCUPANCY CALCULATIONS" TABLE, THIS SHEET.POSTING OF OCCUPANT LOAD:EVERY ROOM USED AS ASSEMBLY OR CLASSROOM WITH AN OCCUPANCY OF 50 OR MORE SHALL HAVE A PERMANENT SIGN POSTING OCCUPANCY LOAD NEAR MAIN EXIT PER CBC 1004.9.FIRE EXTINGUISHER:PROVIDE RATED 2A:10B:C FIRE EXTINGUSHERS SUCH THAT AN EXTINGUISHER IS LOCATED WITHIN A 75-FT TRAVEL DISTANCE TO ANY POINT IN THE BUILDING. EXTINGUISHERS SHLL BE MOUNTED ON THE WALL OR IN CABINETS, SUCH THAT THE TOP OF THE EXTINGUISHER IS NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. GENERAL NOTES: PER CBC 718.2.718.2.2 CONCEALED WALL SPACES.FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 718.2.3 CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES.FIREBLOCKING SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. 718.2.5 CEILING AND FLOOR OPENINGS.WHERE REQUIRED BY SECTION 712.1.7, EXCEPTION 1 OF SECTION 714.4.1.2 OR SECTION 714.4.2, FIREBLOCKING OF THE ANNULAR SPACE AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILINGS AND FLOOR LEVELS SHALL BE INSTALLED WITH A MATERIAL SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. 718.2.6 EXTERIOR WALL COVERINGS.FIREBLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL COVERINGS AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHERE PERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN SECTION 1406 OR WHERE ERECTED WITH COMBUSTIBLE FRAMES. FIREBLOCKING SHALL BE INSTALLED AT MAXIMUM INTERVALS OF 20 FEET (6096 MM) IN EITHER DIMENSION SO THAT THERE WILL BE NO CONCEALED SPACE EXCEEDING 100 SQUARE FEET (9.3 M2) BETWEEN FIREBLOCKING. WHERE WOOD FURRING STRIPS ARE USED, THEY SHALL BE OF APPROVED WOOD OF NATURAL DECAY RESISTANCE OR PRESERVATIVE-TREATED WOOD. IF NONCONTINUOUS, SUCH ELEMENTS SHALL HAVE CLOSED ENDS, WITH AT LEAST 4 INCHES (102 MM) OF SEPARATION BETWEEN SECTIONS. GENERAL NOTES: 1. VERIFY FRAME OPENINGS WITH MANUFACTURER AND FIELD VERIFY ALL ROUGH OPENINGS.2. VERIFY ALL DOOR HARDWARE AND ALL DOOR HANDINGS AND SUBMIT FOR REVIEW PRIOR TO ORDERING.3. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND INTERIOR DOORS, EXCEPT FIRE DOORS WHICH SHALL NOT EXCEED 15 LBS.4. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE.5. MAXIMUM HEIGHT OF ALL THRESHOLDS SHALL BE 1/2".MAXIMUM VERTICAL CHANGE AT EDGES SHALL BE 1/4". CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL.6. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE, OR EFFORT.7. IF DOOR HAS A CLOSER, SWEEP PERIOD OF CLOSER SHALL BE ADJUSTED SO THAT FROM OPEN POSITION OF 90 DEGREES, DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM LATCH, MEASURED TO LEADING EDGE OF DOOR. CBC 11B-404.2.8.18. ALL EXTERIOR DOORS MUST REMAINED UNLOCKED DURING BUSINESS HOURS PER EGRESS REQUIREMENTS.GENERAL NOTES: (CBC 3): ASSEMBLY / RESTAURANTNO SEPARATION (CBC 508.4)NUMBER OF STORIES (CBC 504): 1 STORIESTYPE OF CONSTRUCTION (CBC T-504.3): TYPE II-BALLOWABLE HEIGHT (CBC T-504.3): 75FTFIRE SPRINKLERS (CBC 7): TYPE NFPA 13ALLOWABLE FLOOR AREA (CBC T-506.2): SM: VB: 38,000 SFRATIO CALC.: 4,200 SF ACTUAL/ 38,000 SF ALLOWED= #<1A2 OCCUPANCYSIGNAGE SCHEDULEDESCRIPTIONPICTOGRAMTEXTSIZE (WxH)MFR. #REMARKSCDTACTILE EXIT SIGNEXIT ROUTE-6"x6"-6"x6"DECAL, 1" HIGH TEXT ON CONTRASTING BACKGROUND. BLACK ON WHITE, OR BLACK ON CLEAR. RE: 1. COLOR BLACK BACKGROUND WITH WHITE GRAPHICS, UNLESS NOTED OTHERWISE. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.2. TEXT: CHARACTERS ARE RAISED 1/32", SANS-SERIF UPPERCASE CHARACTERS, 5/8" HIGH MIN., 2" HIGH MAX.3. BRAILLE: SEE CBC 11B-703.3. FOLLOWING NOTES FOR REFERENCE ONLY:3.1. TEXT IS ACCOMPANIED BY GRADE 2 BRAILLE3.2. DOTS DISTANCE IN THE SAME CELL TO BE .100"3.3. DOT BASE DIAMETER TO BE .059" TI .063"3.4. DOTS DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS TO BE .300"3.5. DOT HEIGHT TO BE .025" TO .037"3.6. DOTS SHALL BE DOMED OR ROUNDED4. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE PLACED A MINIMUM 3/8" AND A MAXIMUM 1/2' DIRECTLY BELOW THE CHARACTERS; FLUSH LEFT OR CENTERED.5. ADHESIVE FOAM ON BACK.6. MANUFACTURER: EMEDCO OR EQUAL.7. FOR INFORMATION, CONTRACTOR TO COORDINATE WITH OWNER.8. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MIN. ABOVE THE FINISHED FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND MEASURED FROM THE BASELINE OF THE HIGHEST CHARACTERS. (CBC 11B-703.4.1)9. EXIT SIGNAGE:THE PATH OF TRAVEL TO AND WITHIN EXITS IN A BUILDING SHALL BE INDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMNETS OF CBC SECTION 1013. EXIT SIGN SHALL BE READILY VISIBLE FROM THE DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO INDICATE THE DIRECTION OF EGRESS TRAVEL. ALLPOINTSIN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY TO BE WITHIN 100 FT., OR THE LISTED VIEWING DISTANCE OF THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN.10. INTERNATIONAL SYMBOL OF ACCESSIBILITY:APPLY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON OR ADJACENT TO BUILDING ENTRANCE. THE SYMBOL SHALL BE A WHITE FIGURE ON A BLUE BACKGROUND.ABTACTILE EXIT SIGNROOM CAPACITY SIGNEXITMAXIMUM BUILDING OCCUPANTS -"XX PERSONS."-6"x6"-8.5"x11"DECAL, 1" HIGH TEXT ON CONTRASTING BACKGROUND. EXISTING TO REMAIN, FIELD-VERIFYEXISTING TO REMAIN, FIELD-VERIFY FOR MORE INFO. POST MAXIMUM OCCUPANT LOAD PERMANENTLY ABOVE OR NEAR FRONT DOOR. ADD OCCUPANCY NUMBER PER SCHEDULEINTERNATIONAL SYMBOL ADAINTERNATIONAL SYMBOL OF ACCESSSIGNDECAL, 1" HIGH TEXT ON CONTRASTING BACKGROUND. EXISTING TO REMAIN, FIELD-VERIFY/52A5.01EXIT: CUMULATIVE OCCUPANT LOAD SERVEDSIGN: REFER TO SIGNAGE SCHEDULE FOR TYPE AND DESCRIPTION - RE: 41/G1.0-G2.0PATH OF TRAVEL (P.O.T.)EGRESS ILLUMINATION LIGHTS, ONE FOOT-CANDLE MIN., W/ 90 MINUTE BATTERY BACKUP.ILLUMINATED EMERGENCY EXIT SIGNS. HIGH AND LOW MOUNTED EXIT SIGNS. WALL MOUNT OR CEILING MOUNT TO BE VERIFIED ON SITE.EXISTING 1-HOUR RATED WALLLEGEND: CODE PLANEXITA#THESE NOTES ARE FOR THIS SHEET ONLY.1.(N) INTERNALLY ILLUMINATED "EXIT" SIGN ABOVE DOOR.2.PROVIDE TACTILE EXIT SIGNS PER CBC 11B-703 A. EACH GRADE-LEVEL EXTERIOR DOOR SHALL BEIDENTIFIED BY "EXIT". B. EACH EXIT ACCESS DOOR FROM AN INTERIORROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN SHALL BE IDENTIFIED BY "EXIT ROUTE".3.ROOM CAPACITY SIGNAGE TO NOT EXCEED MAXIMUM OCCUPANTS PER SUITE TOTAL IN 52/G1.0, G2.0.4.ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT.5.THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED.6.THIS DOOR TO REMAIN LOCKED FROM THE OUTSIDE. EMPLOYEE ACCESS ONLY.7. KNOX BOX TO BE INSTALLED FOR FIRE DEPARTMENT.8. PROVIDE PANIC HARDWARE AT EXIT DOOR PER CBC 1010.1.10. RE: DOOR SCHEDULE A6.1.EGRESS KEYNOTESXNOT IN SCOPENOT IN SCOPE6' - 11"17' - 11"27' - 5"5' - 9"22' - 10"17' - 9"2' - 11"ROOM 108(E) VIP AREAOLF 23 OCC.338 SFROOM 107(E) ADA RESTROOMOLF 0 OCC.114 SFROOM 106(E) ADA RESTROOMOLF 0 OCC.114 SFHALLROOM 105(E) STORAGEOLF 1 OCC.183 SFJANITOR CLOSETROOM 104(E) PREP KITCHENOLF 3 OCC.639 SFFERMENTATION STORAGESTORAGESERVICE HALLROOM 103(E) BAROLF 3 OCC.490 SFROOM 102(E) RETAILOLF 4 OCC.224 SFROOM 101(E) OPEN SEATINGOLF 147 OCC.2,200 SF41' - 9"ASSEMBLY 1:15(E) OUTDOOR PATIOOLF 93 OCC.1,400 SFEXITOLF 102 OCCEXITOLF 79 OCCEXIT TO PUBLIC RIGHT OF WAYEXIT OLF 136.75PATIO EXIT TO PUBLIC RIGHT OF WAYEXIT OLF 45.75PATIO EXIT TO PUBLIC RIGHT OF WAYEXIT OLF 45.75PATIO EXIT TO PUBLIC RIGHT OF WAYEXIT OLF 91.5COUNTER SEATING -NOT FIXEDCOUNTER SEATING -NOT FIXEDMAX 2% SLOPE ANY DIRECTIONMAX 2% SLOPE ANY DIRECTIONBAR SEATING (NOT FIXED)BAR SEATING (NOT FIXED)+34" ADA BAR SEATINGSERVICE COUNTER +34"ABDABDNEIGHBORING EGRESS CORRIDOREXITEXITNEIGHBORING OFFICE -B OCCUPANCYC1PROJECTSHEET TITLESHEET NUMBERPROJECT MANAGER:TECHNICIAN:DATE:JOB NUMBER:SEALCLIENTThese drawings are instruments of service and are the property of Andrew Goodwin Designs, Inc. The information represented on these drawings are exclusively for the project indicated and shall not be transferred or otherwise reproduced without express written permission of Andrew Goodwin.Copyright 2022ANDREW GOODWIN DESIGNS2050 PARKER STSAN LUIS OBISPO, CA 93401t: (805) 439-1611www.andrewgoodwin.usarchitect: andrew goodwin, aiaandrew@andrewgoodwin.usG1.012/06/2022ERAGD670FIRST FLOOR CODE PLANCHUCK BRAFFWESTPACK INVESTMENTS895 AEROVISTA PL, STE 100SAN LUIS OBISPO, CA 93401BANG THE DRUM T.I.1150 LAUREL LANE SUITE 130SAN LUIS OBISPO, CA 9340152OCCUPANT CALCULATIONS - FIRST FLOOR35PLUMBING FIXTURE CALCULATIONS34GENERAL NOTES - EGRESS12GENERAL NOTES - CODE ANALYSIS14GENERAL NOTES - FIRE BLOCKING13GENERAL NOTES - DOORS25GENERAL NOTES - A2 OCCUPANCY32SIGNAGE SCHEDULE15LEGEND CODE PLAN24EGRESS KEYNOTES0'4'12'24'1/8" = 1'-0"55CODE PLANREVISIONSREV # REV DATE REV DESCRIPTION1 04/07/2023 RTAP #1