The URL can be used to link to this page

Home My WebLink About_2025-07-09-07.09.2025 Enclave L24-Plan Review-ARCH_CIVIL_STRUCT-Responses_v1 (1) 3590 Broad Street, Suite 130, San Luis Obispo, CA 93401 vellumdesignbuild.com | P: 805.784.0487 | F:805.784.0488 community | innovation | value | integrity Page 1 of 3 s:\sales\client_folders\construction\enclave at righetti ranch\lot 24\design documents enclave lot 24\permits - applications\construction - building\sub3\00 enclave l24 - permit corrections\07.09.2025 enclave l24-plan review responses.docx DATE: July 09, 2025 PERMIT CORRECTION RESPONSES PERMIT NUMBER: BLDG-0438-2025 PARCEL NUMBER: 004-719-024 PROJECT ADDRESS: ENLCAVE LOT 24 - 1424 HANSEN LANE, SAN LUIS OBISPO, CA 93401 REVIEW ITEM STATUS REVIEWER Building v.2 Needs Resubmit Vanessa Nichols Ph: 8057817588 BUILDING DEPARTMENT email: vnichols@slocity.org Fees v.2 Comments: #3 Please add the project address to all the plan sheets title block. RESPONSE: Project address added to the title block. REVIEW ITEM STATUS REVIEWER Public Works Permit Review v.2 Needs Resubmit Melissa Savage Ph: 8057817206 General – Public Works email: msavage@slocity.org Comments: 2) Revise sheet T1.1 “Public Works Notes” B and D. They should match verbatim notes B and C respectively, as noted below. Please contact me if you have any questions. RESPONSE: See T1.1 sheet, under Public Works Notes matching verbatim notes. Comments: 3) Provide a Water Pollution Control Plan (WPCP) in the format provided by the Building Division for minor projects less than 1 acre. Contact the Building Division at (805) 781-7180 for questions on any additional plan requirements and for a copy of the form. Otherwise, the form may be found at http://www.slocity.org/home/showdocument?id=7147 RESPONSE: See WALSH’s Civil works responses. Comments: 7) Comment remains. Proposed buildings are still shown within existing easements. Prior to building permit issuance, either: a. show on plans proposed buildings removed from existing easements, or b. provide recorded documents abandoning existing private storm drain and sewer easement and adding a modified private storm drain and sewer easement with all buildings shown outside of new or modified easements. Show and label all existing easements on plans. Include the private sewer easement on the northeastern corner of the property per Tract Map No. 3063 Phase 3, show proposed building outside of all easements. RESPONSE: A recorded document is attached with this submission. Comments: 8) Show invert elevations for the existing stormwater and sanitary sewer mains and laterals. If removal of existing utilities is authorized, this comment may no longer apply. Prior to building permit issuance, provide appropriate authorization for removal of existing utilities. Show on plans the existing stormwater and sanitary sewer mains and laterals serving lots 24 and 22 per 3063 Phase 3, Improvement Plans. Include invert elevations. RESPONSE: See WALSH’s Civil works responses. community | innovation | value | integrity Page 2 of 3 Enclave at Righetti Ranch\Lot 24\Design Documents Enclave Lot 24\PERMITS - APPLICATIONS\CONSTRUCTION - BUILDING\SUB3\00 ENCLAVE L24 - PERMIT CORRECTIONS" Comments: 10) Comment remains. The retaining wall along the western edge of the property is shown within the existing private storm drain and sewer easements at the rear of the property, and in the PPAE, PSTE, PWE, and PUE at the front of the property. Show the retaining wall outside of all existing easements or provide recorded documents showing the removal or modification of easements. Plans show a proposed retaining wall within the private storm drain and sewer easement at the northeast corner of the property. Revise the retaining wall to be outside of the easement or provide details showing how existing utilities will remain accessible to the neighboring property (lot 22). RESPONSE: See WALSH’s Civil works responses. Comments: 17) Comment remains. Provide a copy of the CAL-OSHA permit prior to building permit issuance. A CAL-OSHA permit is required for excavations or trenching greater than 5 feet in depth. A copy of the annual, provisional, or temporary permit shall be provided to the Building Division prior to building, utility, and/or grading permit issuance if applicable. CA Health and Safety Code Section 17922.5 RESPONSE: Not Applicable. No trench is deeper than 5 ft. Comments: 23) Comment remains. Specify recorded document number and date for the easements “proposed to be abandoned by others” and easements revised “by others.” Provide specific references, including sheet and detail numbers, for all other notes and callouts currently stating “by others.” For examples, sheet C4.0 Sanitary Sewer Key Notes number 1 states “See plumbing plans by others…” and Water Key Notes number 1 states “see mechanical plans by others…” Please revise. Provide reference(s) in place of “by others” (typical). See sheet C4.0 sanitary sewer key note 4, sheet C5.0 redline, and sheet C6.0 detail 2 for examples. RESPONSE: Recorded document #: 2025017758 Date: 06/24/2025. See WALSH’s Civil works responses. Comments: 24) Comment remains. Show existing storm drain and sanitary sewer mains and laterals. If approved recorded documentation is provided that neighboring property owner authorizes moving mains and laterals, comment may no longer apply. Show existing utility locations and elevations on sheet RW1.0. Include sanitary sewer and storm drain mains and laterals, if applicable. RESPONSE: Recorded document #: 2025017758 Date: 06/24/2025. See WALSH’s Civil works responses. Comments: 25) Provide on sheet L2.0 reference to City standard 6550, sheet L3.0. Show backflow preventer location on plans. Provide reference to standard 6550 on sheet L3.0. RESPONSE: See Landscape Plan - L2.0 & L3.0 - backflow preventer indicated. As noted in L3.0 – General Notes: Choice of type of Backflow Prevention Assembly, i.e. reduced pressure principle or doublecheck valve assembly, will be based on the degree of hazard as evaluated by the County Cross- Connection Inspector. Comments: 26) Details 20 and 22 on sheet S-400 show no permeable material above drainage pipe and instead engineered compacted soil. City standard 5020 requires a 12” gravel layer around the drainage pipe. Clarify how wall drainage will occur and prevent surcharging. Show distance from footing to property line on detail 16, sheet S-400. RESPONSE: See FTF’s Structural works responses. Comments: 27) Revised plan submission shows proposed shared storm and sewer laterals connecting to existing private laterals on private property. If proposed utility locations remain as shown, the proposed new or modified private storm drain, and sanitary sewer easement must be recorded and include all proposed laterals. As shown, a portion of the proposed sanitary sewer lateral is shown connecting to the existing lateral outside of the proposed easement. Additionally, if the existing private laterals or any portion thereof are proposed to remain, the recorded private storm drain, and sanitary sewer easement document must also include the existing private laterals or portions to remain. RESPONSE: See WALSH’s Civil works responses. community | innovation | value | integrity Page 3 of 3 Enclave at Righetti Ranch\Lot 24\Design Documents Enclave Lot 24\PERMITS - APPLICATIONS\CONSTRUCTION - BUILDING\SUB3\00 ENCLAVE L24 - PERMIT CORRECTIONS" Comments: 28) Show the proposed storm drain and sewer laterals with a minimum horizontal distance of 3’ between laterals. (Engineering Standard 6010) RESPONSE: See WALSH’s Civil works responses. REVIEW ITEM STATUS REVIEWER Recylcing v.2 Needs Resubmit Rachelle Paris General - Recycling email: rparis@slocity.org Comments: Please submit your project's Recycle Plan online at https://forms.slocity.org/Forms/recyclingplan RESPONSE: Resubmitted. REVIEW ITEM STATUS REVIEWER Site Grading / PW v.2 Needs Resubmit Melissa Savage General – Site Grading/PW email: msavage@slocity.org Comments: See Public Works Permit Review comments. RESPONSE: See WALSH’s Civil works responses. REVIEW ITEM STATUS REVIEWER Stormwater (Engineering-CDD) v.2 Needs Resubmit Melissa Savage General – Stormwater/PW email: msavage@slocity.org Comments: See Public Works Permit Review comments. RESPONSE: See WALSH’s Civil works responses. Vellum Inc. Paul J. Abbott President July 09, 2025 1108 Garden Street Suite 202-204 San Luis Obispo, CA 93401 (805) 319-4948 www.walshengineering.net Page 1 of 2 S:\Projects_Eng\20230620_Enclave Residences_Righetti Ranch_SLO\Narratives\Lot 24\Doc_20250701_Enclave Residence_Lot 24_Transmittal & Response Narrative 2nd sub.docx LETTER OF TRANSMITTAL & RESPONSE NARRATIVE Date: 07/01/2025 To: Community Development | City of San Luis Obispo 919 Palm Street San Luis Obispo, CA 93401-3218 Subject: Resubmittal for Plan Check #3 Enclave Lot 24 Transmitted Items for Resubmittal: Copies Date Description 1 07/01/2025 Civil Improvement Plans 1 07/01/2025 Response Narrative 1 07/01/2025 SWCP Plan Check Being Responded To: Date Description 05/08/2025 Permit Corrections Report (Attached) Sending: ☐Attached hardcopy ☒Attached under separate cover via email Remarks: Thank you for your review of our application and plans for the proposed development. We have reviewed your original letter and comments and we have addressed them accordingly in this resubmittal. Please see the narrative below with our responses to the comments numbered/lettered consistent with your original comment letter, which is attached for reference. Section Response Public Works Melissa Savage 2.a. – 2.d. Others 3. Civil: See attached SWCP for minor projects. 7. Civil (partial): Removed recently abandoned easement from plan and added reference to recorded document for modified easement. 8. Civil: Existing utilities are to be relocated as indicated on plans. 10. Civil: Retaining wall adjusted to be outside of easements and front of the property and is outside of recently modified utility easement at the rear of the property. 17. Others. 23. Civil: Added recently recorded easement info to plans. Revised “by others” notes to indicate specific references. 24. Civil: Existing utilities are to be relocated as indicated on plans. 25. Others. 26. Civil (partial): Added grading keynote 10 for reduced gravel section/revised 1108 Garden Street Suite 202-204 San Luis Obispo, CA 93401 (805) 319-4948 www.walshengineering.net Page 2 of 2 S:\Projects_Eng\20230620_Enclave Residences_Righetti Ranch_SLO\Narratives\Lot 24\Doc_20250701_Enclave Residence_Lot 24_Transmittal & Response Narrative 2nd sub.docx drainage concept for wall adjacent to property line per direction received from soils engineer. 27. Civil: Existing utilities are to be relocated as indicated on plans. 28. Civil: Revised laterals to have 3’ between laterals. Please feel free to contact me at (805) 319-4948 ext. 108 with any questions or if I can provide any further information. Thank you. Sincerely, Trisha Wall, PE Walsh Engineering Attachments: As noted above Copy To: (Walsh Engineering File) PERMIT CORRECTIONS REPORT (BLDG-0438-2025) FOR CITY OF SAN LUIS OBISPO PARCEL:004-719-024PERMIT ADDRESS:1424 Hansen Ln San Luis Obispo, CA 93401 APPLICATION DATE:02/19/2025 EXPIRATION DATE: SQUARE FEET: 4,584.00 VALUATION:$525,000.00 DESCRIPTION:NEW 3,818.7 SQ.FT. SINGLE-FAMILY RESIDENCE WITH 4 BEDROOMS, 4 BATHROOMS, AN ATTACHED 765.2 SQ.FT. 2-CAR GARAGE, 367.3 SQ.FT. COVERED PATIO, AND 367.3 SQ.FT. ROOF DECK ON THE UPPER FLOOR. THE PROPOSED IMPROVEMENTS INCLUDE 136 LINEAR FEET OF RETAINING WALL. CONTACTS NAME COMPANY ADDRESS Applicant Sherman Damuag Vellum Design & Build 3590 Broad Street, Suite 130 San Luis Obispo, CA 93401 Other Permits Vellum VELLUM, INC. Jamie Hess Vellum Design + Build 3590 Broad St, Suite 130 San Luis Obispo, CA 93401 Jamie Hess Vellum Design + Build 3590 Broad St San Luis Obispo, CA 93401 Owner Paul Abbott 3590 Broad St, 130 San Luis Obispo, CA 93401 (R) Single Family REVIEW ITEM STATUS REVIEWER Addressing v.1 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Ready for Action General - Addressing Building (Consultant) v.1 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Needs Resubmit Building (Consultant) v.2 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Needs Resubmit Fees v.1 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Needs Resubmit General - Fees Correction: Administration - Vanessa Nichols (3/24/25) - Not Resolved Comments: Vanessa Nichols vnichols@slocity.org 805-781-7588 Correction: Administration - Vanessa Nichols (3/24/25) - Not Resolved Comments: #1 Please note the water meter as "New" in Water Key Note #2, Sheet C4.0. Correction: Administration - Vanessa Nichols (3/24/25) - Not Resolved Comments: #2 Final fees pending response to comments and other department reviews. Fees v.2 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Needs Resubmit General - Fees Correction: Administration - Vanessa Nichols (4/25/25) - Not Resolved Comments: Vanessa Nichols vnichols@slocity.org 805-781-7588 Correction: Administration - Vanessa Nichols (4/25/25) - Resolved Comments: #1 Please note the water meter as "New" in Water Key Note #2, Sheet C4.0. Correction: Administration - Vanessa Nichols (4/25/25) - Not Resolved Comments: #2 Final fees pending other department reviews. No action required. Correction: Administration - Vanessa Nichols (5/8/25) - Not Resolved Comments: #3 Please added the project address to all the plan sheets title block. Planning v.1 Walter Oetzell Ph: (805) 781-7593 email: woetzell@slocity.org Ready for Action General - Planning Private Sewer Lateral v.1 Not Required Private Sewer Lateral Inspection requirements (per Muni Code section 13.08.395) Public Works Permit Review v.1 Melissa Savage email: msavage@slocity.org Needs Resubmit General - Public Works Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 0) Melissa Savage msavage@slocity.org (805) 781-7206 Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 1)On the coversheet, please reference the City permit/application numbers associated with this project for reference: Page 1 of 6City of San Luis ObispoMay 08, 2025 PERMIT CORRECTIONS REPORT (BLDG-0438-2025) ARCH-0457-2024 Architectural Review – Lots 23, 24 & 34 Enclave at Righetti single family dwellings FMAP-1955-2018 Tract 3063 Phase 3 - On-Site & Improvement Plans & revisions Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 2)Verify that the following Public Works Notes are included (or revised) on the cover sheet of the building plans: a.All work located within the public right-of-way or within the jurisdiction of the Utilities and Public Works Departments shall comply with the most current edition of the Engineering Standards and Standard Specifications dated August 2020. b.Contact the Public Works inspection hotline at 781-7554 with at least a 48-hour notice prior to starting work in the right-of-way and for any required encroachment permit inspection or final inspection. c.The public improvements shall be substantially complete to the satisfaction of the Public Works Director prior to final inspection approvals and/or occupancy of any building. d.Any existing survey monuments shall be protected in place or shall be tied out by a licensed land surveyor prior to disturbance and then replaced prior to occupancy in accordance with Section 8771 of the California Business and Professions Code. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 3)Provide a Water Pollution Control Plan (WPCP) in the format provided by the Building Division for minor projects less than 1 acre. Contact the Building Division at (805) 781-7180 for questions on any additional plan requirements and for a copy of the form. Otherwise, the form may be found at http://www.slocity.org/home/showdocument?id=7147 Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 4)Provide bearings and distances for all property lines in accordance with the Tract 3063 Phase 3 map. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 5)Please refer to the Tract 3063 Phase 3 Improvement Plans. Tract plans indicate wrought iron boundary fencing and interior privacy fencing are to be installed by homebuilder. Clarify locations and types of fencing in this plan set. Clarify and coordinate locations and types of fencing on the Grading and Arch plans. Verify which fence details are used where. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 6)Show pad elevations on the grading plan for lot 24 per tract 3063 Phase 3 Improvement Plans. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 7)Show and label all existing easements on plans. Include the private sewer easement on the northeastern corner of the property per Tract Map No. 3063 Phase 3. Show proposed building outside of all easements. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 8)Show on plans the existing stormwater and sanitary sewer mains and laterals serving lots 24 and 22 per 3063 Phase 3 Improvement Plans. Include invert elevations. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 9)If existing utilities are proposed to be moved, show on plans as proposed utility locations and clarify who is proposing to move or relocate the existing utilities. Provide invert elevations, and horizontal and vertical controls for proposed utilities. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 10)Plans show a proposed retaining wall within the private storm drain and sewer easement at the northeast corner of the property. Revise the retaining wall to be outside of the easement or provide details showing how existing utilities will remain accessible to the neighboring property (lot 22). Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 11)Plans show a proposed retaining wall within the 14’ public utility and public pedestrian access easement on the southwestern edge of the property. Show the retaining wall outside of the easement. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 12)Verify that the retaining wall footing/heel (and/or the 12” wide gravel drains) based on detail 2/C6.0 does not cross over the property line on the easterly side of the property. Show the dimension of the wall to the property line. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 13)Show and label new ADA compliant driveway approach. See city standard #2116 for reference. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 14)Per stormwater control plan for the tract, roof drains are to be disconnected and drain in a non-erosive manner to vegetated areas. Revise compliance strategy if roof drains are to be hard tied into storm drains as proposed in detail 7 on sheet C6.0 and note 4 on sheet C4.0. Complete and submit the PCR checklist available at the following link: http://www.slocity.org/home/showdocument?id=5190 Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 15)Provide a Stormwater Compliance/Special Inspection Block on the title sheet that identifies Performance Requirement (PR) and Stormwater Control Measures (SCMs) used for compliance consistent with plans. Fill in the blanks with the measure used for compliance such as, disconnecting roof drains, etc. For PR1 projects use the following block. Insert on the title Sheet T1.1: (Also verify method of compliance agrees with submitted SWCP which states compliance via “directing roof run off to vegetated areas.”) STORMWATER COMPLIANCE SUMMARY: The Project is subject to the following Performance Requirements (PR) of Regional Water Quality Control Board Resolution R3-2013-0032 “Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region”: ☒ PR 1 Site Design/Runoff Reduction through use of (fill in the blank). Sheet ______ Stormwater Control Plan by__________________ dated___________________ City Field Verification. Prior to final acceptance, contact the City for field verification of installed Structural Control Measures (SCMs) and/or other required elements as proposed in the project Stormwater Control Plan. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 16)Add note to plans: Stormwater and drainage system certification is required from the engineer of record prior to final inspection approvals. The engineer shall certify that the drainage and stormwater system components have been inspected and are in general Page 2 of 6City of San Luis ObispoMay 08, 2025 PERMIT CORRECTIONS REPORT (BLDG-0438-2025) conformance with the drainage report, system design, and the approved plans, including all final elevations, component sizing, level spreaders, drainage piping, inlets, weir elevations, and orifices. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 17)A CAL-OSHA permit is required for excavations or trenching greater than 5 feet in depth. A copy of the annual, provisional, or temporary permit shall be provided to the Building Division prior to building, utility, and/or grading permit issuance if applicable. CA Health and Safety Code Section 17922.5 Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 18) Show the location of the existing street trees on the site plan for reference. Include the tree diameter, species, and show the tree canopy to scale for reference. Clarify whether the proposed construction, construction staging, scaffolding, etc. will require safety pruning of the existing tree. Note on the plans to contact the City Arborist at 781-7578 to review and approve any required or proposed pruning of street trees. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 19) Tree protection measures for existing street trees shall be implemented to the satisfaction of the City Arborist. The City Arborist shall review and approve the proposed tree protection measures to be incorporated into the building plans. Contact the City Arborist at (805) 781-7578 to schedule a site visit. Tentative plans shall be provided to the arborist for review either prior to or at the time of the field investigation. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 20) Please revise vicinity map on sheet T1.1 to better reflect project location. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 21) Revise sheets C3.0 and C4.0 to show proposed walkway to not overlapping with existing sidewalk. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 22) Show and label existing sidewalk underdrains. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 23) Provide reference(s) in place of “by others” (typical). See sheet C4.0 sanitary sewer key note 4, sheet C5.0 redline, and sheet C6.0 detail 2 for examples. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 24) Show existing utility locations and elevations on sheet RW1.0. Include sanitary sewer and storm drain mains and laterals, if applicable. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 25) Show backflow preventer location on plans. Provide reference to standard 6550 on sheet L3.0. Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: 26) Show distance from footing to property line on detail 16, sheet S-400. Public Works Permit Review v.2 Melissa Savage email: msavage@slocity.org Needs Resubmit General - Public Works Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 0) Melissa Savage msavage@slocity.org (805) 781-7206 Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 1) On the coversheet, please reference the City permit/application numbers associated with this project for reference: ARCH-0457-2024 Architectural Review – Lots 23, 24 & 34 Enclave at Righetti single family dwellings FMAP-1955-2018 Tract 3063 Phase 3 - On-Site & Improvement Plans & revisions Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 2) Revise sheet T1.1 "Public Works Notes" B and D. They should match verbatim notes b and c respectively, as noted below. Please contact me if you have any questions (Melissa Savage 5/1/25). Verify that the following Public Works Notes are included (or revised) on the cover sheet of the building plans: a. All work located within the public right-of-way or within the jurisdiction of the Utilities and Public Works Departments shall comply with the most current edition of the Engineering Standards and Standard Specifications dated August 2020. b. Contact the Public Works inspection hotline at 781-7554 with at least a 48-hour notice prior to starting work in the right-of-way and for any required encroachment permit inspection or final inspection. c. The public improvements shall be substantially complete to the satisfaction of the Public Works Director prior to final inspection approvals and/or occupancy of any building. d. Any existing survey monuments shall be protected in place or shall be tied out by a licensed land surveyor prior to disturbance and then replaced prior to occupancy in accordance with Section 8771 of the California Business and Professions Code. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 3) Provide a Water Pollution Control Plan (WPCP) in the format provided by the Building Division for minor projects less than 1 acre. Contact the Building Division at (805) 781-7180 for questions on any additional plan requirements and for a copy of the form. Otherwise, the form may be found at http://www.slocity.org/home/showdocument?id=7147 Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 4) Provide bearings and distances for all property lines in accordance with the Tract 3063 Phase 3 map. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 5) Please refer to the Tract 3063 Phase 3 Improvement Plans. Tract plans indicate wrought iron boundary fencing and interior privacy fencing are to be installed by homebuilder. Clarify locations and types of fencing in this plan set. Clarify and coordinate locations and types of fencing on the Grading and Arch plans. Verify which fence details are used where. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 6) Show pad elevations on the grading plan for lot 24 per tract 3063 Phase 3 Improvement Plans. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 7) Comment remains. Proposed buildings are still shown within existing easements. Prior to building permit issuance, either: a. show Page 3 of 6City of San Luis ObispoMay 08, 2025 PERMIT CORRECTIONS REPORT (BLDG-0438-2025) on plans proposed buildings removed from existing easements, or b. provide recorded documents abandoning existing private storm drain and sewer easement and adding a modified private storm drain and sewer easement with all buildings shown outside of new or modified easements. (Melissa Savage 5/7/25) Show and label all existing easements on plans. Include the private sewer easement on the northeastern corner of the property per Tract Map No. 3063 Phase 3. Show proposed building outside of all easements. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 8)Show invert elevations for the existing stormwater and sanitary sewer mains and laterals. If removal of existing utilities is authorized, this comment may no longer apply. Prior to building permit issuance, provide appropriate authorization for removal of existing utilities. (Melissa Savage 5/7/25) Show on plans the existing stormwater and sanitary sewer mains and laterals serving lots 24 and 22 per 3063 Phase 3 Improvement Plans. Include invert elevations. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 9) If existing utilities are proposed to be moved, show on plans as proposed utility locations and clarify who is proposing to move or relocate the existing utilities. Provide invert elevations, and horizontal and vertical controls for proposed utilities. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 10) Comment remains. The retaining wall along the western edge of the property is shown within the existing private storm drain and sewer easements at the rear of the property, and in the PPAE, PSTE, PWE, and PUE at the front of the property. Show the retaining wall outside of all existing easements or provide recorded documents showing the removal or modification of easements. (Melissa Savage 5/7/25) Plans show a proposed retaining wall within the private storm drain and sewer easement at the northeast corner of the property. Revise the retaining wall to be outside of the easement or provide details showing how existing utilities will remain accessible to the neighboring property (lot 22). Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 11) Plans show a proposed retaining wall within the 14’ public utility and public pedestrian access easement on the southwestern edge of the property. Show the retaining wall outside of the easement. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 12) Verify that the retaining wall footing/heel (and/or the 12” wide gravel drains) based on detail 2/C6.0 does not cross over the property line on the easterly side of the property. Show the dimension of the wall to the property line. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 13) Show and label new ADA compliant driveway approach. See city standard #2116 for reference. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 14) Per stormwater control plan for the tract, roof drains are to be disconnected and drain in a non-erosive manner to vegetated areas. Revise compliance strategy if roof drains are to be hard tied into storm drains as proposed in detail 7 on sheet C6.0 and note 4 on sheet C4.0. Complete and submit the PCR checklist available at the following link: http://www.slocity.org/home/showdocument?id=5190 Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 15) Provide a Stormwater Compliance/Special Inspection Block on the title sheet that identifies Performance Requirement (PR) and Stormwater Control Measures (SCMs) used for compliance consistent with plans. Fill in the blanks with the measure used for compliance such as, disconnecting roof drains, etc. For PR1 projects use the following block. Insert on the title Sheet T1.1: (Also verify method of compliance agrees with submitted SWCP which states compliance via “directing roof run off to vegetated areas.”) STORMWATER COMPLIANCE SUMMARY: The Project is subject to the following Performance Requirements (PR) of Regional Water Quality Control Board Resolution R3-2013-0032 “Post Construction Stormwater Management Requirements for Development Projects in the Central Coast Region”: ☒ PR 1 Site Design/Runoff Reduction through use of (fill in the blank). Sheet ______ Stormwater Control Plan by__________________ dated___________________ City Field Verification. Prior to final acceptance, contact the City for field verification of installed Structural Control Measures (SCMs) and/or other required elements as proposed in the project Stormwater Control Plan. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 16) Add note to plans: Stormwater and drainage system certification is required from the engineer of record prior to final inspection approvals. The engineer shall certify that the drainage and stormwater system components have been inspected and are in general conformance with the drainage report, system design, and the approved plans, including all final elevations, component sizing, level spreaders, drainage piping, inlets, weir elevations, and orifices. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 17) Comment remains. Provide a copy of the CAL-OSHA permit prior to building permit issuance. (Melissa Savage 5/7/25) A CAL-OSHA permit is required for excavations or trenching greater than 5 feet in depth. A copy of the annual, provisional, or temporary permit shall be provided to the Building Division prior to building, utility, and/or grading permit issuance if applicable. CA Health and Safety Code Section 17922.5 Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 18) Show the location of the existing street trees on the site plan for reference. Include the tree diameter, species, and show the tree canopy to scale for reference. Clarify whether the proposed construction, construction staging, scaffolding, etc. will require safety pruning of the existing tree. Note on the plans to contact the City Arborist at 781-7578 to review and approve any required or proposed pruning of street trees. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 19) Tree protection measures for existing street trees shall be implemented to the satisfaction of the City Arborist. The City Arborist shall review and approve the proposed tree protection measures to be incorporated into the building plans. Contact the City Arborist at (805) 781-7578 to schedule a site visit. Tentative plans shall be provided to the arborist for review either prior to or at the time of the field investigation. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Page 4 of 6City of San Luis ObispoMay 08, 2025 PERMIT CORRECTIONS REPORT (BLDG-0438-2025) Comments: 20) Please revise vicinity map on sheet T1.1 to better reflect project location. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 21)Revise sheets C3.0 and C4.0 to show proposed walkway to not overlapping with existing sidewalk. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Resolved Comments: 22) Show and label existing sidewalk underdrains. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 23) Comment remains. Specify recorded document number and date for the easements “proposed to be abandoned by others” and easements revised “by others.” Provide specific references, including sheet and detail numbers, for all other notes and callouts currently stating “by others.” For examples, sheet C4.0 Sanitary Sewer Key Notes number 1 states “See plumbing plans by others…” and Water Key Notes number 1 states “see mechanical plans by others…” Please revise. (Melissa Savage 5/7/25) Provide reference(s) in place of “by others” (typical). See sheet C4.0 sanitary sewer key note 4, sheet C5.0 redline, and sheet C6.0 detail 2 for examples. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 24) Comment remains. Show existing storm drain and sanitary sewer mains and laterals. If approved recorded documentation is provided that neighboring property owner authorizes moving mains and laterals, comment may no longer apply. (Melissa Savage 5/7/25) Show existing utility locations and elevations on sheet RW1.0. Include sanitary sewer and storm drain mains and laterals, if applicable. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 25) Provide on sheet L2.0 reference to City standard 6550, sheet L3.0. (Melissa Savage 5/7/25) Show backflow preventer location on plans. Provide reference to standard 6550 on sheet L3.0. Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: 26) Details 20 and 22 on sheet S-400 show no permeable material above drainage pipe and instead engineered compacted soil. City standard 5020 requires a 12” gravel layer around the drainage pipe. Clarify how wall drainage will occur and prevent surcharging. (Melissa Savage 5/7/25) Show distance from footing to property line on detail 16, sheet S-400. Correction: Engineering Standards Compliance - Melissa Savage (5/7/25) - Not Resolved Comments: 27) Revised plan submission shows proposed shared storm and sewer laterals connecting to existing private laterals on private property. If proposed utility locations remain as shown, the proposed new or modified private storm drain and sanitary sewer easement must be recorded and include all proposed laterals. As shown, a portion of the proposed sanitary sewer lateral is shown connecting to the existing lateral outside of the proposed easement. Additionally, if the existing private laterals or any portion thereof are proposed to remain, the recorded private storm drain and sanitary sewer easement document must also include the existing private laterals or portions to remain. Correction: Engineering Standards Compliance - Melissa Savage (5/7/25) - Not Resolved Comments: 28) Show the proposed storm drain and sewer laterals with a minimum horizontal distance of 3’ between laterals. (Engineering Standard 6010) Recycling v.1 Rachelle Paris email: rparis@slocity.org Needs Resubmit General - Recycling Correction: Recycling - Rachelle Paris (3/12/25) - Not Resolved Comments: Please submit your project's Recycle Plan online at https://forms.slocity.org/Forms/recyclingplan Corrective Action: Rachelle Paris - RecycleRight@slocity.org Recycling v.2 Rachelle Paris email: rparis@slocity.org Needs Resubmit General - Recycling Correction: Recycling - Rachelle Paris (4/25/25) - Not Resolved Comments: Please submit your project's Recycle Plan online at https://forms.slocity.org/Forms/recyclingplan Corrective Action: Rachelle Paris - RecycleRight@slocity.org Site Grading/PW v.1 Melissa Savage email: msavage@slocity.org Needs Resubmit General - Site Grading/PW Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: See Public Works Permit Review comments. Site Grading/PW v.2 Melissa Savage email: msavage@slocity.org Needs Resubmit General - Site Grading/PW Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: See Public Works Permit Review comments. Stormwater (Engineering-CDD) v.1 Melissa Savage email: msavage@slocity.org Needs Resubmit General - Stormwater/PW Correction: Engineering Standards Compliance - Melissa Savage (3/24/25) - Not Resolved Comments: See Public Works Permit Review comments. Stormwater (Engineering-CDD) v.2 Melissa Savage email: msavage@slocity.org Needs Resubmit General - Stormwater/PW Correction: Engineering Standards Compliance - Melissa Savage (4/25/25) - Not Resolved Comments: See Public Works Permit Review comments. Utilities (Consultant) v.1 Geraldine Seng email: gseng@slocity.org Not Required Wastewater Offset v.1 Geraldine Seng email: gseng@slocity.org Not Required Wastewater Offset Water (Building) v.1 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Needs Resubmit General - Water Page 5 of 6City of San Luis ObispoMay 08, 2025 STRUCTURAL - FTFUPDATED WITH DRAIN BOARD DROPPED ONE FOOT FROM SURFACE AND FLAT DRAIN AT BOTTOM, THIS IS TYPICAL RETAINING WALL PROPERTY LINE CONSTRUCTION WHERE THERE ISN'T ROOM FOR DRAIN ROCK PERMIT CORRECTIONS REPORT (BLDG-0438-2025) Water (Building) v.2 Vanessa Nichols Ph: 8057817588 email: vnichols@slocity.org Ready for Action General - Water Page 6 of 6City of San Luis ObispoMay 08, 2025