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The Centre TR 37359 BCPR2021-0012 (Product 2)!� ylProject Details PROJECT NUMBER C i!X of La Quinta BCPR2021-0012 Description: THE CENTRE - PRODUCT 2 (SFDx4) / TM 37359 Status: APPROVED Type: BUILDING CONSTRUCTION PLAN REVIEW (WEB) Status Date: Subtype: TRACT RESIDENTIAL Applied: 5/15/2021 Address: 47260 ADAMS ST Approved: 8/31/2021 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: THE CENTRE - PRODUCT 2 (SFDx4) / TM 37359 - THIS APPROVAL DOES NOT INCLUDE PHOTOVOLTAIC OR FIRE SPRINKLER SYSTEMS. 2019 CALIFORNIA BUILDING CODES. ACTIONS 5 INSPECTIONS CONDITIONS )EN TED A 1 9 • CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES EMAIL JAKE FUSON 6/15/2021 6/15/2021 NOTIFIED APPLICANT OF 1ST REVIEW COMMENTS, SENT CORRECTION LIST VIA EMAIL. 2ND PC SUBMITTAL JAKE FUSON 7/19/2021 7/19/2021 RECEIVED 2ND PC COMPLETE/READY AJ ORTEGA 8/12/2021 8/12/2021 EMAIL SENT TO APPLICANT. FOR PICK UP 3RD PC SUBMITTAL AJ ORTEGA 8/17/2021 8/18/2021 ATTACHMENTS VERIFIED, REVIEWS CREATED. RECEIVED 3RD PC COMPLETE/READY EMAIL SENT TO APPLICANT (DK@VERTICALINTEGRITY.NET) AJ ORTEGA 8/31/2021 8/31/2021 FOR PICK UP REGARDING PLAN APPROVAL AND NEXT STEPS. Printed: Wednesday, December 20, 2023 11:22:08 AM 1 of 8 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0012 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT VERTICAL INTEGRITY INC 917 GLENNEYRE ST STE LAGUNA BEACH CA 92651 (949)447-0048 DK@VERTICALINTEGRI 7 TY. N ET OWNER SLF ADAMS STREET LA QUINTA LLC 2 PARK PLAZA STE 200 IRVINE CA 92614 (949)447-0048 CMCLARAND@SHOPOF F.COM PRIMARY David Kinnett 917 Glenneyre St. #7 Laguna Beach CA 92651 (949)447-0048 dk@verticalintegrity.n CONTACT et •' • CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY 101-0000-42600 ($125.00) ($125.00) 8/31/21 OFFSET OFFSET AOR 101-0000-42600 ($375.00) ($375.00) 8/31/21 OFFSET OFFSET AOR 101-0000-42600 ($161.00) ($161.00) 8/31/21 OFFSET OFFSET AOR 101-0000-42600 ($362.25) ($362.25) 8/31/21 OFFSET OFFSET AOR HOURLY CHARGE - CITY 101-0000-42600 1 $161.00 $161.00 8/31/21 R66707 DEPOSIT David Kinnett AOR BUILDING STAFF HOURLY CHARGE - CITY 101-0000-42600 2.25 $362.25 $362.25 8/31/21 R66707 DEPOSIT David Kinnett AOR BUILDING STAFF HOURLY CHARGE - CITY 101-0000-42600 0.5 $80.50 $80.50 11/15/22 WEB13615 753648804 CREDIT 1057032 ECON BUILDING STAFF HOURLY CHARGE - INTERWEST PLANS 101-0000-42600 3 $300.00 $300.00 11/15/22 WEB13615 753648804 CREDIT 1057032 ECON EXAMINER HOURLY CHARGE - INTERWEST 101-0000-42600 1 $125.00 $125.00 8/31/21 R66707 DEPOSIT David Kinnett AOR STRUCTURAL PLAN REVIEW Printed: Wednesday, December 20, 2023 11:22:08 AM 2 of 8 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0012 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY HOURLY CHARGE - INTERWEST 101-0000-42600 3 $375.00 $375.00 8/31/21 R66707 DEPOSIT David Kinnett AOR STRUCTURAL PLAN REVIEW Total Paid for BUILDING STAFF - PER HOUR: $380.50 $380.50 BUILDING TRACT RESIDENTIAL 101-0000-42600 1 $1,500.00 $1,500.00 5/22/21 R65254 625 CREDIT DAVID KINNETT AMA CONSTRUCTION PLAN DEPOSIT Total Paid for BUILDING TRACT RESIDENTIAL $1,500.00 $1,500.00 CONSTRUCTION PLAN DEPOSIT: FIRE STAFF - PER HOUR 101-0000-42420 0.5 $80.50 $80.50 9/3/21 WEB9195 632289569 CREDIT 1057032 ECON Total Paid for FIRE FEES: $80.50 $80.50 PAYMENT UNDER/ 632289515 101-0000-20330 0 $273.75 $273.75 9/3/21 R66946 74 CREDIT DAVID KINNETT AMA OVER COLLECTED WEB9194 BCPR2021- 0012 / PAYMENT UNDER/ 101-0000-20330 0 $273.75 $273.75 10/25/21 R67483 DAVID CREDIT DAVID KINNETT AMA OVER COLLECTED KINNETT / EEO Total Paid for PAYMENT UNDER/ OVER COLLECTED: $547.50 $547.50 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 9/3/21 WEB9195 632289569 CREDIT 1057032 ECON 14 MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 Printed: Wednesday, December 20, 2023 11:22:08 AM 3 of 8 CENTRALSQUARE Project Details PROJECT NUMBER City of La Quinta BCPR2021-0012 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 9/3/21 WEB9195 632289569 CREDIT 1057032 ECON ENHANCEMENT FEE 14 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 101-0000-42600 ($476.75) ($476.75) 8/31/21 OFFSET OFFSET AOR NEW CONSTRUCTION - 101-0000-42400 0 $476.75 $476.75 8/31/21 R66707 DEPOSIT David Kinnett AOR 5+ RESIDENTIAL UNITS NEW CONSTRUCTION - 101-0000-42400 0 $167.25 $167.25 9/3/21 WEB9195 632289569 CREDIT 1057032 ECON 5+ RESIDENTIAL UNITS I I I I I 1 1 14 Total Paid for ZONING CLEARANCE - PLANNING PLAN $167.25 $167.25 CHECK: • INSPECTION TYPE INSPECTOR SCHEDULED DATE I COMPLETED RESULT DATE REMARKS NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST BLDG (1WK) INTERWEST 8/5/2022 8/12/2022 8/16/2022 REVISIONS REQUIRED DEFERRED TRUSSES DEFERRED TRUSS REVIEW DEFFERED TRUSS REVIEW 1ST BLDG (1WK) AJ ORTEGA 8/5/2022 8/12/2022 8/23/2022 REVISIONS REQUIRED DEFERRED TRUSSES SEE STRUCTURAL REVIEW CORRECTIONS LIST ATTACHED. 1ST BLDG INTERWEST 5/15/2021 5/28/2021 6/1/2021 REVISIONS REQUIRED COMPLETE (2WK) 1ST BLDG NS (3WK) JAKE FUSON 5/15/2021 6/7/2021 6/15/2021 REVISIONS REQUIRED SEE 1ST REVIEW COMPLETE CORRECTION LIST. 1ST FIRE (2WK) KOHL 5/15/2021 5/28/2021 5/27/2021 REVISIONS REQUIRED SEE ATTACHMENTS HETRICK 1ST PERMIT AARON 5/15/2021 5/17/2021 5/17/2021 COMPLETE TECHNICIAN (1DAY) HICKSON Printed: Wednesday, December 20, 2023 11:22:08 AM 4 of 8 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0012 1ST PLANNING SIJIFREDO 5/15/2021 5/28/2021 5/28/2021 READY FOR APPROVAL (2WK) FERNANDEZ PRIOR TO BUILDING PERMIT ISSUANCE, PRECISE 1ST PUBLIC WORKS AMY YU 5/15/2021 5/28/2021 6/1/2021 APPROVED- GRADING PLAN, PAD CERT AND COMPACTION (2WK) CONDITIONS REPORT NEED TO BE APPROVED BY PUBLIC WORKS 2ND BLDG (1WK) INTERWEST 9/29/2022 10/6/2022 10/7/2022 APPROVED DEFERRED TRUSS ALL PREVIOUS ITEMS RESOLVED WITH EXCEPTION 2ND BLDG (1WK) AJ ORTEGA 7/19/2021 7/26/2021 8/12/2021 REVISIONS REQUIRED OF SHOWING ATTIC ROOF INSULATION IN SECTION DRAWINGS, CURRNTLY ONLY CEILING INSULATION IS BEING SHOWN. 2ND BLDG INTERWEST 7/19/2021 7/26/2021 7/29/2021 APPROVED COMPLETE (2WK) 2ND BLDG STR INTERWEST 9/29/2022 10/6/2022 10/7/2022 APPROVED DEFERRED TRUSS (1WK) KOHL COA IN *ADDED REDLINES FOR THE CORRECTED STREET 2ND FIRE (1WK) 7/19/2021 7/26/2021 7/26/2021 APPROVED HETRICK ATTACHMENTS NAMES TO SHEET AS-1 IN BLUEBEAM REVU. PLANS ARE NOW APPROVED, PENDING ISSUANCE 3RD BLDG (1WK) AJ ORTEGA 8/17/2021 8/24/2021 8/31/2021 APPROVED OF PERMITS BASED ON SEQUENCE SHEET PROCESSING AND PAYMENT OF REMAINING PLAN CHECK FEES. Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2021-0012 - DOC 6/18/2021 AJ ORTEGA DEFERRED TRUSS DEFERRED TRUSS 1 APPROVAL APPROVAL.pdf BCPR2021-0012 - DOC 8/31/2021 AJ ORTEGA GEOTECHNICAL REPORT GEOTECHNICAL REPORT 1 (APPROVED) (ApPROVED).pdf DOC 8/31/2021 AJ ORTEGA PLAN SET (APPROVED) BCPR2021-0012 - PLAN1 SET (APPROVED).pdf Printed: Wednesday, December 20, 2023 11:22:08 AM 5 of 8 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0012 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2021-0012 - SOILS DOC 8/31/2021 AJ ORTEGA SOILS FOUNDATION FOUNDATION LETTER 1 LETTER (APPROVED) (APPROVED).pdf BCPR2021-0012 - SOILS DOC 8/31/2021 AJ ORTEGA SOILS UPDATE LETTER UPDATE LETTER 1 (APPROVED) (APPROVED).pdf BCPR2021-0012 - STRUCTURAL DOC 8/31/2021 AJ ORTEGA CALCULATIONS STRUCTURAL 1 (APPROVED) CALCULATIONS (APPROVED).pdf BCPR2021-0012 - INVOICE 2021 DOC 8/31/2021 AJ ORTEGA (REMAINING PLAN INVOICE 2021 1 (REMAINING PLAN CHECK FEES) CHECK FEES).pdf La Quinta Centre Take DOC 8/31/2021 AJ ORTEGA La Quinta Centre Take Off Sheets - Product 0 Off Sheets -Product 2 2.pdf DEFERRED TRUSS - 1ST 47260 Adams St - DOC 9/1/2022 AJ ORTEGA REVIEW INTERWEST 0 Invoice 80733.pdf INVOICE BCPR2021-0012 - DEFERRED TRUSS - 1ST DOC 9/1/2022 AJ ORTEGA REVIEW INTERWEST DEFERRED TRUSS - 1ST 0 REVIEW CORRECTIONS CORRECTIONS.docx BCPR2021-0012 - TRUSS DOC 10/13/2022 AJ ORTEGA TRUSS CALCULATIONS CALCULATIONS 1 (APPROVED) (APPROVED).pdf INVOICE 2468 (TRUSS BCPR2021-0012 - DOC 10/13/2022 AJ ORTEGA INVOICE 2468 (TRUSS 1 PLAN REVIEW FEES) PLAN REVIEW FEES).pdf Printed: Wednesday, December 20, 2023 11:22:08 AM 6 of 8 CENTRALSQUARE N A. Project Details PROJECT NUMBER -� City of La Quinta BCPR2021-0012 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED The Centre at La Quinta DOC 5/15/2021 EtrakitContractor 1ST SUBMITTAL PLANS - Product 2 5-14- 0 2021.pdf 1ST SUBMITTAL The Centre at La Quinta DOC 5/15/2021 EtrakitContractor STRUCTURAL - Product 2 - Structural 0 CALCULATIONS Calculations.pdf DOC 7/17/2021 EtrakitContractor 2ND SUBMITTAL - PLAN Product 2 - Second 0 SET Submittal.pdf DOC 7/19/2021 EtrakitContractor 2ND SUBMITTAL - Product 2 Response 0 RESPONSES Letters_1.pdf 2ND SUBMITTAL - Product 2 - Structural DOC 7/19/2021 EtrakitContractor STRUCTURAL 0 Calculations.pdf CALCULATIONS DOC 7/19/2021 EtrakitContractor 2ND SUBMITTAL - 2019 Soils Code Update 0 GEOTECHNICAL UPDATE Letter 8-19-20.pdf 2ND SUBMITTAL - Sladden Geotechnical DOC 7/19/2021 EtrakitContractor GEOTECHNICAL 0 Investigation 6-9-17.pdf INVESTIGATION 2ND SUBMITTAL - 21-07-448 signed plan DOC 7/21/2021 EtrakitContractor GEOTECHNICAL REVIEW 0 review product Il.pdf LETTER Product 2 Plans 2021-08 The Centre at La Quinta DOC 8/17/2021 EtrakitContractor - Product II 8-16- 0 16 2021.pdf Product 2 Response 4446 PRODUCT 2 - DOC 8/17/2021 EtrakitContractor DESIGN and 0 Letter DEVELOPMENT PC2.pdf SOLTERRA PRODUCT 2 DOC 8/5/2022 Etrakit Contractor Product 2 Truss Package TRUSS PACKAGE - ALL 0 PLANS.pdf Printed: Wednesday, December 20, 2023 11:22:08 AM 7 of 8 �4; CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2021-0012 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2021-0012 - DEFERRED TRUSS - 2ND DOC 9/28/2022 Etrakit Contractor SUBMITTAL TRUSSES DEFERRED TRUSS-2ND 0 SUBMITTAL TRUSSES WITH RESPONSES WITH RESPONSES.pdf Exhibit - Shower Detail 6 DOC 6/15/2023 Etrakit Contractor 1 -13-2023. pdf DOC 6/1/2021 INTERWEST 1ST REVIEW - La Quinta - LAQ21-0038- 0 INTERWEST INVOICE 69438.pdf RES La Quinta- DOC 6/1/2021 INTERWEST 1ST REVIEW - BCPR2021-0012-PC1- 0 INTERWEST COMMENTS Model 2 for Tract 37359.docx La Quinta-BCPR2021- La Quinta-BCPR2021- DOC 7/29/2021 INTERWEST 0012-PCF-Model 2 for 0012-13CF-Model 2 for 0 Tract 37359.docx Tract 37359.docx DOC 7/29/2021 INTERWEST LAQ21-0038 - 70837.pdf LAQ21-0038 - 70837.pdf 0 DOC 10/7/2022 INTERWEST La Quinta-BCPR2021- La Quinta-BCPR2021- 0 0012-PCF.docx 0012-PCF.docx La Quinta-LAQ22-0076 La Quinta-LAQ22-0076 47260 Adams St 10.22 47260 Adams St 10.22 DOC 10/7/2022 INTERWEST 0 Invoice 82127 Invoice 82127 $100.00.pdf $100.00.pdf BCPR2021-0012 - 1ST DOC 6/15/2021 JAKE FUSON 1ST REVIEW COMPLETE REVIEW COMPLETE 1 CORRECTION LIST CORRECTION LIST.pdf BCPR2021-0012 - 1ST DOC 5/27/2021 KOHL HETRICK 1ST REVIEW - FIRE REVIEW - FIRE 1 CORRECTIONS CORRECTIONS.pdf BCPR2021-0012 - FIRE DOC 7/26/2021 KOHL HETRICK FIRE CONDITIONS OF CONDITIONS OF 1 APPROVAL APPROVAL.pdf Printed: Wednesday, December 20, 2023 11:22:08 AM 8 of 8 CENTRALSQUARE CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT uCv BILL WEISER -- FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 26, 2021 Vertical Integrity INC 917 Glenneyre St #7 Laguna Beach, CA 92651 Re: Residential Building Tract Plans - Fire Plan Review — THE CENTRE TM37359 — PRODUCT 2 BCPR2021-0011 / PLANS 1, 2, 3 & 4 The building plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Fire Department approval is based upon the 2019 CBC/CRC requirements for R-3/U occupancies in a planned/tract community. TRACT ACCESS & WATER REQUIREMENTS: ACCESS Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, La Quinta Municipal Code and Riverside County Fire Department Standards. 1) Certain designed areas will be required to be maintained as fire lanes and will require approved signs and/or red painted curbs. 2) Vehicle access gates shall be provided with KNOX Box, Padlock or Key -switch access. Automatic gates shall also have Opticom IR receivers. 3) Approved street signs shall be installed and visible. 4) No Traffic Calming Devices shall be installed. *Future/proposed traffic calming devices require approval by the Office of the Fire Marshal. WATER 1) Fire hydrants shall be installed within 600 feet hose -lay length of the proposed residential units. 2) An observable minimum fire flow shall be present upon testing. 3) Fire hydrant caps shall be in place and marked in accordance with local requirements. 4) Blue roadway reflector shall be installed in the completed roadway to identify the location of all fire hydrants. 5) Hydrant roadway valve boxes shall have their coverplate or lid exposed and easily accessible. PRIOR TO PERMIT RELEASE INSPECTION 1) Individual Tract Home (Production) permits will not be released until a Tract Access/Water inspection has been completed for the affected phase or groupingof lots. Applicant/Contractor shall be responsible for contacting the Office of the Fire Marshal to schedule inspections. Request for inspections are to be made at least 48 hours in advance and may be arranged by calling 760-777-7131. DEFERRED SUBMITTALS REQUIRED 1) Remote Address Signage — Due to the orientation of dwelling units access from alleys, a submittal identifying plans for posting permanent signage and monuments to give directions and notation of the location of the respective addresses is required. Fire and Planning shall review and approve the plans prior to installation. The installation of the required Remote Address Signs shall be condition of each unit Occupancy Final as they are phased in. 2) A Residential Fire Sprinkler system shall be installed in compliance with CRC R313. CA Licensed Contractor (C-16) shall submit plans and details for review and approval prior to Rough Inspections. a. Residential Fire Sprinkler permits may be applied for as Master Plan Types. A single Fire Sprinkler Master Plan permit for each different plan type may be individually applied for. Coordinate with the La Quinta Permit Technicians for appropriate application and fee process. GENERAL CONDITIONS 1) Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be posted on the access side of the structure and maintained visible. *This is in addition to the required Remote Address Signage noted above. 2) All HOA and Private landscaping shall maintain a minum 3-feet radius clearance around the circumference of fire protection equipment, that includes fire hydrants. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist ADDRESS 47-260 ADAMS / CENTRE AT LA QUINTA APPLICATION BCPR2021-0011 PROJECT DESCRIPTION VALID UNITL DATE PRODUCT 2 - PLAN 1 Mechanical Units New Construction FURNACE 1 HEATER CONDITIONED/AC (SF) 1520 APPLIANCE (ALT/ADD) GARAGE/UNCOND (SF) 482 COMPRESSOR 1 PATIO/COVERED (SF) 93 AIR HANDLER FIRE SPRINKLER (SF) 2002 EVAP COOLER VENT FAN 5 CODE EDITION 2019 EXHAUST HOOD 1 CONSTRUCTION TYPE VB MISC MECHANICAL GOOD NO NUMBER OF FLOORS 2 Electrical Units NUMBER OF BEDROOMS 3 NUMBER OF UNITS 1 NEW ELECTRICAL (SF; 2002 OCCUPANT LOAD and/or OCCUPANCY R-3 RECEP/SWITCH/LIGHT MSHCP (DU/ACRE) 6.85 plus (DWELLING UNITS PER ACRE, EX: 43,560SF/7,000SF Lot = 6.22DU/ACRE) APPLIANCE - RES APPLIANCE - NONRES Options POWER APPARATUS SIGNS SERVICE PORCH - ELEV 'A' (SF) + 25 TEMPORARY SERVICE MISC ELECTRICAL PORCH - ELEV 'B' (SF) + 11 LIGHT POLES PV SYSTEM - ARRAY PORCH - ELEV 'C' (SF) + 14 PV SYSTEM - MISC EQ Plumbing Units FIXTURE/TRAP 11 SEWER 1 SEPTIC ROOF DRAIN Grading WATER HEATER 1 GREASEINTERCEPTOR TRACT 1 WATER PIPING 1 CUSTOM HOME <=7KSF BACKFLOW 1 CUSTOM HOME >7KSF GAS OUTLETS 4 CREATED:8/31/2021 ADDRESS 47-260 ADAMS / CENTRE AT LA QUINTA APPLICATION BCPR2021-0012 PROJECT DESCRIPTION VALID UNITL DATE PRODUCT 2 - PLAN 2 Mechanical Units New Construction FURNACE 1 HEATER CONDITIONED/AC (SF) 1777 APPLIANCE (ALT/ADD) GARAGE/UNCOND (SF) 481 COMPRESSOR 1 PATIO/COVERED (SF) 160 AIR HANDLER FIRE SPRINKLER (SF) 2258 EVAP COOLER VENT FAN 5 CODE EDITION 2019 EXHAUST HOOD 1 CONSTRUCTION TYPE VB MISC MECHANICAL GOOD NO NUMBER OF FLOORS 2 Electrical Units NUMBER OF BEDROOMS 3 NUMBER OF UNITS 1 NEW ELECTRICAL (SF; 2258 OCCUPANT LOAD and/or OCCUPANCY R-3 RECEP/SWITCH/LIGHT MSHCP (DU/ACRE) 6.85 plus (DWELLING UNITS PER ACRE, EX: 43,560SF/7,000SF Lot = 6.22DU/ACRE) APPLIANCE - RES APPLIANCE - NONRES Options POWER APPARATUS SIGNS SERVICE TEMPORARY SERVICE MISC ELECTRICAL LIGHT POLES PV SYSTEM - ARRAY PV SYSTEM - MISC EQ Plumbing Units FIXTURE/TRAP 12 SEWER 1 SEPTIC ROOF DRAIN Grading WATER HEATER 1 GREASEINTERCEPTOR TRACT 1 WATER PIPING 1 CUSTOM HOME <=7KSF BACKFLOW 1 CUSTOM HOME >7KSF GAS OUTLETS 4 CREATED:8/31/2021 ADDRESS 47-260 ADAMS / CENTRE AT LA QUINTA APPLICATION BCPR2021-0012 PROJECT DESCRIPTION VALID UNITL DATE &I PRODUCT 2 - PLAN 3 Mechanical Units New Construction FURNACE 1 HEATER CONDITIONED/AC (SF) 1897 APPLIANCE (ALT/ADD) GARAGE/UNCOND (SF) 445 COMPRESSOR 1 PATIO/COVERED (SF) 124 AIR HANDLER FIRE SPRINKLER (SF) 2342 EVAP COOLER VENT FAN 5 CODE EDITION 2019 EXHAUST HOOD 1 CONSTRUCTION TYPE VB MISC MECHANICAL GOOD NO NUMBER OF FLOORS 2 Electrical Units NUMBER OF BEDROOMS 3 NUMBER OF UNITS 1 NEW ELECTRICAL (SF; 2342 OCCUPANT LOAD and/or OCCUPANCY R-3 RECEP/SWITCH/LIGHT MSHCP (DU/ACRE) 6.85 plus (DWELLING UNITS PER ACRE, EX: 43,560SF/7,000SF Lot = 6.22DU/ACRE) APPLIANCE - RES APPLIANCE - NONRES Options POWER APPARATUS SIGNS SERVICE TEMPORARY SERVICE MISC ELECTRICAL LIGHT POLES PV SYSTEM - ARRAY PV SYSTEM - MISC EQ Plumbing Units FIXTURE/TRAP 12 SEWER 1 SEPTIC ROOF DRAIN Grading WATER HEATER 1 GREASEINTERCEPTOR TRACT 1 WATER PIPING 1 CUSTOM HOME <=7KSF BACKFLOW 1 CUSTOM HOME >7KSF GAS OUTLETS 4 CREATED:8/31/2021 ADDRESS 47-260 ADAMS / CENTRE AT LA QUINTA APPLICATION BCPR2021-0012 PROJECT DESCRIPTION VALID UNITL DATE PRODUCT 2 - PLAN 4 Mechanical Units New Construction FURNACE 1 HEATER CONDITIONED/AC (SF) 2066 APPLIANCE (ALT/ADD) GARAGE/UNCOND (SF) 463 COMPRESSOR 1 PATIO/COVERED (SF) 115 AIR HANDLER FIRE SPRINKLER (SF) 2529 EVAP COOLER VENT FAN 6 CODE EDITION 2019 EXHAUST HOOD 1 CONSTRUCTION TYPE VB MISC MECHANICAL GOOD NO NUMBER OF FLOORS 2 Electrical Units NUMBER OF BEDROOMS 4 NUMBER OF UNITS 1 NEW ELECTRICAL (SF; 2529 OCCUPANT LOAD and/or OCCUPANCY R-3 RECEP/SWITCH/LIGHT MSHCP (DU/ACRE) 6.85 plus (DWELLING UNITS PER ACRE, EX: 43,560SF/7,000SF Lot = 6.22DU/ACRE) APPLIANCE - RES APPLIANCE - NONRES Options POWER APPARATUS SIGNS SERVICE PORCH - ELEV 'A' (SF) + 12 TEMPORARY SERVICE MISC ELECTRICAL PORCH - ELEV 'B' (SF) + 17 LIGHT POLES PV SYSTEM - ARRAY PORCH - ELEV 'C' (SF) + 17 PV SYSTEM - MISC EQ Plumbing Units FIXTURE/TRAP 14 SEWER 1 SEPTIC ROOF DRAIN Grading WATER HEATER 1 GREASEINTERCEPTOR TRACT 1 WATER PIPING 1 CUSTOM HOME <=7KSF BACKFLOW 1 CUSTOM HOME >7KSF GAS OUTLETS 4 CREATED:8/31/2021 Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue. Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 www.Sladdenenginecting.com July 20, 2021 Project No. 544-17122 SLF — Adams Street La Quinta, LLC c/o Shopoff Realty Investments 2 Park Plaza, Suite 700 Irvine, California 92614 Project: The Centre at La Quinta Tract No. 37359 SEC Adams Street and Auto Centre Drive 21- 07-448 BCPR2021-0012 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PL IANCE BY:A. 6 _,ti.. _ DATE: OfI311 90-9% THE CENTRE - PRODUCT 2 La Quinta, California (SFDx4) / TM 37359 - THIS APPROVAL DOES NOT Subject: Foundation Plan Review — Product 2 INCLUDE PHOTOVOLTAIC OR FIRE SPRINKLER Ref: Geotechnical Investigation report prepared by Sladden En E dketymber 5, 2018; Project No. 544-18139, Report No. 18-09-441 CALIFORNIA BUILDING Geotechnical Update prepared by Sladden Engineering dateJ2bpSt 6, 2020; Project No. 544-17122, Report No. 20-08-399 In accordance with your request, we have reviewed the Foundation Plans and Details prepared by Nelson Engineers for the Product 2 residence proposed for the "The Centre at La Quinta" residential complex to be constructed on the southeast corner of Adams Street and Auto Centre Drive in the City of La Quinta, California. The Product 2 foundation plan review included Plan IA, 1B,1C, 2A, 2B, 2C, 3A, 3B, 3C, 4A, 4B and 4C. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Investigation report and Geotechnical Update have been properly incorporated into these plans. If you have questions regarding this memo or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson Principal Engineer Letter/dfe No, C4 389 ;N�\FAIGIN �LIMG Copies: 4 / Adams Street La Quinta, LLC Sladden Engineering www.Sladdenengineering.com (W Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 www.Sladdenengincering.com August 6, 2020 SLF -- Adams Street La Quinta, LLC c/o Shopoff Realty Investments 2 Park Plaza, Suite 700 Irvine, California 92614 Subject: Geotechnical Update Project No. 544-17122 20-08-399 BCPR2021-0012 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODECOMPLIANCE BY: A 6 .,Ii _ DATE: OS'1311 90,?l THE CENTRE - PRODUCT 2 Project: The Centre Residential Development (SFDx4) / TM 37359 - THIS Tract No. 37359 APPROVAL DOES NOT SEC Adams Street and Auto Centre Drive INCLUDE PHOTOVOLTAIC APN600-340-048 OR FIRE SPRINKLER La Quinta, California SYSTEMS. 2019 Ref: Geotechnical Investigation report prepared by Sladden En CALIFOt:Z). I� B e DING 2017; Project No. 544-17122, Report No. 17-05-220 "` �, In accordance with your request, we have reviewed the above referenced Geotechnical Investigation report as it relates to the design and construction of "The Centre" residential development proposed for the subject property located on the southeast corner of Adams Street and Auto Centre Drive in the City of La Quinta, California. It is our understanding that the proposed residential structures will be of relatively lightweight wood -frame and will be supported by conventional shallow spread footings and concrete slabs on grade. Based upon our reviewof the referenced report and our understanding of the proposed construction, it is our opinion that the structural values and remedial grading recommendations included in this report remain applicable for the design and construction of the proposed residential development except as amended herein. The proposed residences may be supported upon conventional shallow spread footings. Conventional shallow spread footings should be bottomed into properly compacted engineered fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings should be designed utilizing allowable bearing pressures of 1800 psf and 2000 psf, respectively. Allowable increases of 200 psf for each additional 1 foot of width and 250 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Sladden Engineering August 6, 2020 -2- Project No. 544-17122 20-08-399 Static settlement resulting from the anticipated foundation loads should be tolerable provided that the recommendations included in this report are considered in foundation design and construction. The estimated ultimate static settlement is expected to be less that 1.0 inches when using the recommended allowable foundation bearing pressures. As a practical matter, differential static settlement between footings can be assumed as one-half of the total static settlement. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.40 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 250 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2019 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches and minimum reinforcement of #3 bars at 24 inches on center in both directions. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface cannot be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane. Retaining walls may be necessary to accomplish the proposed construction. Lateral pressures for use in retaining wall design can be estimated using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free -draining native backfill conditions. Back drains should be provided for the full height of the walls. Seismic pressures should be incorporated into any retaining walls greater than 6 feet in height. Seismic deign pressures may be provided once specific wall heights and locations are known. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2019 CBC or ASCE7-16. According to the 2019 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The 2019 CBC Site Specific Seismic Hazard Analyses are attached. The project Structural Engineer should verify that all design parameters provided are applicable for the subject project. Sladden Engineering August 6, 2020 -3- Project No. 544-17122 20-08-399 In order to provide for firm and uniform foundation bearing conditions, the primary foundation bearing soil should be over -excavated and recompacted. Over -excavation should extend to a minimum depth of 4 feet below existing grade or 3 feet below the bottom of the footings, whichever is deeper. Once adequate removals have been verified, the exposed native soil should be moisture conditioned to near optimum moisture content and compacted to at least 90 percent relative compaction. The previously removed material may then be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction compacted engineered fill. Removals should extend at least 5 feet laterally beyond the footing limits. We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this letter or the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. A Principal SER/ra Copies: 4/ Addressee L No. C45389 CNIL ENGINEERING, Matthew J. Cohrt Principal Geologist rNIATTHE t4EERlko 0 WJ.COHRT <O 2634 ��qTF OF �CAO—O�� Sladden Engineering Please verify that soils reports contain all of the above information. In addition, to assure continuity between the invostigationlreporiing stage and the execution stage, please use tha fallowing checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that the construction documents address all of the site soil conditions. La Qulnta Geotechnical Repprt Checklist Does the 'Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion Is considered significant and mitigation measure(s) noted, or, (b) the criterion is considered insignificant and explicitly so stated. )Fes No Criterion ❑ Foundation criteria based upon bearing capacity of natural or compacted soil. ❑ ❑ Foundation criteria to mitigate the effects of expansive soils. ! ❑ Foundation criteria based upon bearing capacity, of natural or compacted soil. l D Foundation criteria to mitigate the effects of liquefaction. a © Foundation criteria to mitigate. the effects of seismically. Induced di rerential settlement. i i . l� ❑ Foundation criteria to mitigate the effects of longterm differential settlement_ !� C] Foundation criteria to mitigate the effects of varying soil strength. !�0 Foundation criteria to mitigate expected total and differential settlement. Any "No" answers to the -above checklist should be noted as specific required corrections. Project: The Centre Residential Development Project Number: 544-17122 Client: SLF-Adams Street La Quinta, LLC Site Lat/Long: 33.7045/-116.2844 Controlling Seismic Source: Southern San Andreas REFERENCE NOTATION VALUE Site Class C, D, D default, or E D measured Site Class D - Table 11.4-1 Fa 1.0 Site Class D - 21.3(ii) F 2.5 0.2x(SDl/SDS) To 0.139 SD1/SDS Ts 0.694 Fundamental Period (12.8.2) T Period Seismic Design Maps or Fig 22-14 Tl 8 Equation 11 4-4 - 2/3'Sml SD, 0,736 Equation 11.4-2 - Fv" St SA41 1.103 RISK COEFFICIENT Cr - At Perods <=0.2, Cr=Cas Cis 0.902 Cr - At Periods >=1.0, Cr=Ctl CRI 0.887 REFERENCE NOTATION VALUE Fv (Table 11.4-2)[Used for General Spectrum] F 1.7 Design Maps SS 1.590 Design Maps S, Equation 11.4-1 - FA*SS S,,s 1.590 Equation 11.4-3 - 2/3{S,s SDS 1.060 Design Maps PGA 0.69 Table 11.8-1 FpGA 1.1 Equation 11.8-1 - FPGA*PGA PGA,, 0.759 Section 21.5.3 80% of PGAm 0,607 Design Maps Cgs 0.902 Design Maps Cal 0.887 Cr - At Periods between 0.2 and 1.0 Period Cr use trendline formula to complete 0.200 0.902 0.300 0.900 0.400 0.898 0,500 0.896 0.600 0.895 C.680 0.893 1.000 0.887 Design Map values from 'nttps'//seismicmaps.or Sladden Engineering PROBABILISTIC SPECfRA1 2% in 50 year Exceedence Period UGHM RTHM Max Directional Scale factorz Probabilistic NICE O.C10 0.853 0.811 1._-' 0.965 0.100 1.402 1.361 1. i 5 1.62C 0.200 i.857 1.815 1.20 2.173 0.300 71.153 2.025 1.22 2.471 0.500 2.166 1.974 1.23 2.428 0.750 1.791 1.629 1.7.1 2.01 ° 1,000 1.543 1.375 1.24 1.705 2.000 0.906 0.797 1.24 0.988 3.000 0.624 0.546 1.25 0.683 .000 J.455 0.399 1.25 0.499 5.000 1 0.346 1 0.305 1 12 0.384 3.00 _I 2.50 2.00 �- - � rl s �- 1.50 Z- - �gg Lao - I 0.00 L 0.000 Probabilistic PGA: 0.853 Is Probabilistic Sai,,,,,ic1.2F,? NO Project No: 544-17122 Data Sources: https://earthquake-uses.Rov/hazards/interactive/ httos://earthquake usRs.rov/gesiznmaps/rternL 2 Shahi-Baker RotD100/RotD50 Factors (2014) --+--UGONI t-RTHM -*-Probabilistic MCER LO00 2.000 3.000 4.000 5.000 Period (seconds)_ __ Sladden Engineering DETERMINISTIC SPECTRUM largest Amplitudes of Ground Motions considering All Sources Calculated using Weighted Mean of Attenuation Equations' Controlling Source: 5outhem San Andreas Is Probabilistic Sal,,,,,)<1_2Fa? NO Feriod Deterministic PSa Median + Lo for 5% Damping Max Directional Scale Factor' Deterministic MCE Section 21.2.2 Scaling Factor Applied 0.010 0.677 1,19 0.8C6 0.020 0.680 1.19 0.809 J.c�•'. 0.030 0.691 1.19 0.822 D.82? 0.050 0.736 1.19 0.876 0.8 0.075 0.882 1.19 1.050 1.0 51 0.100 1.046 1.19 1.245 J..245 0.150 1.287 1.20 1.544 1.54-4 D.200 1.440 L20 1.728 1.728 0.250 1.542 1.21 1.866 1.856 0.3DO 1.594 L22 1.945 1.945 0.400 L604 1.23 1.973 1.973 0.500 1.552 1.23 1. 9 D9 1,909 0.750 1260 1.24 1.562 t.561) 1.000 1.060 1.24 1.314 i.314 1.500 0.766 1.24 0.950 3.950 2.0DO 0.587 1.24 0.727 0727 3.000 0.404 1.25 0.506 1506 4.000 0,287 1.25 0.358 0.358 5.000 0.214 1.26 D.270 0.27'• Project No: 544-17122 Is Determinstic Safm„ I<..5'Fa? NO Section 21.2.2 Scaling Factor: N/A Deterministic PGA: 0.677 Is Deterministic PGA>=F,,,'0.5? YES ' NGAWest 2 GMPE wortsheet and Uniform Callfornia Earthquake Rupture Forecast, Version 3 (UCERF3f • Time Dependent Model Shah,.Baker Rot0100JRotDSC Factor: 12014) I DETERMINISTIC MCER - SPECTRAL RESPONSE ACCELERATIONS i I 1.50 --- - - - - I � I < 1.00 I OACD 1.600 3.000 4}00 5.000 Period (seconds) Sladden Engineering -- - Deterministic MCER ¢ITG CDFr1rir SDFCTR4 Period Probabilistic MCE Deterministic MCE Site -Specific MCE Design Response Spectrum (Sal 0.010 0.965 0.806 0.806 0.537 0.100 1.620 1.245 1.245 0.830 0.200 2.178 1.728 1.728 1.152 0.300 2.471 1,945 1.945 1.297 0.500 2.428 1.909 1.909 __.273 0.750 2.019 1.562 1.562 1.041 1.000 1.705 1.314 1.314 0.876 2.000 0.988 0.727 0.727 0.485 3.000 9.683 0.506 0,506 0.337 4.000 0.499 C.358 0.358 0,239 5.000 0.384 -.-70 1 0.270 1 0.180 SDS: SDI: SMS: SM1: Site Specific PGAm Site Class: ASCE 7-16: Section 21.4 Calculated Design Value Value 1.167 1,167 1.011 1.011 1.750 1.750 1,517 1.517 0.677 0.677 D measured Seismic Design Category - Short* D Seismic Design Category - Is* D * Risk Categories I, II, or III Period ASCE 7 SECTION 11.4.6 General Spectrum 80% General Response Spectrum 0.005 0.447 0.35U 0.010 0.470 0.376 0.020 0.516 0.413 0.030 0.561 0.449 0.050 0.653 0,523 0.060 0.699 0.SS9 0.075 0.768 0.614 0.090 0.836 0.669 0.100 0.382 0.706 0.110 0.928 0.742 0.120 0.974 0.779 0.1.36 1,047 0.938 0.150 1.060 0.848 0.160 1.060 0.84' 0.170 1.060 0.84 -' 0.180 1.060 0.84E 0.200 1.060 0.848 0.250 1.060 0.848 0.300 1.060 0.848 0.400 1.060 0.84 0.500 1.060 0,848 0.600 1.060 0.848 0.640 1.060 0.848 0.700 1.051 0.841 0.850 0.865 0.692 0.900 0.817 0.654 0.950 0.774 0,619 1.000 0.736 0.588 1.500 0.490 0.392 2.000 0.369 0.294 3,000 0.245 0-19',- 4.000 0,184 0.147 5.000 0.147 0.11.:: Project No: 544-17122 Sladden Engineering Project No: 544-17122 Sladden Engineering rw INTERWEST Remit to: Interwest Consulting Group P.O. Box 18330 Boulder, CO 80308 Direct questions to: Ashley Avery aavery@interwestgtp.com Invoice No.: Invoice Date: Jurisdiction No.: Interwest Job No.: Residential - BCPR2021-0012 - Model 2 for Tract 37359 47260 Adams St Professional Services for the Period May 1 through June 1, 2021 Bill to: City of La Quinta Attention Danny Castro, Design & Development Director 78495 Calle Tampico La Quinta, CA 92253 Project 69438 6/1/2021 BCPR2021-0012 LAQ21-0038 Total Invoice Total I $375.00 Person Title Week End Hours Rate Total Bryan Montes Plan Check Engineer 1 6/6/2021 1 3 $125.00 5375.00 $375.00 rw INTERWEST Remit to: Interwest Consulting Group Invoice No.: Invoice Date: Jurisdiction No.: Interwest Job No. Residential - BCPR2021-0012 - Model 2 for Tract 37359 47260 Adams St Professional Services for the Period July 1 through July 29, 2021 Bill to: City of La Quinta Attention Danny Castro, Design & Development Director 78495 Calle Tampico La Quinta, CA 92253 70937 7/29/2021 BCPR2021-0012 LAQ21-0038 Project Total Invoice Total $125.00 Person Title Week End Hours Rate Total Bryan Montes Plan Check Engineer 8/1/2021 1 $125.00 $125.00 $125.00 1w INTERWEST A SAFEbuslt COMPANY Bill to: City of La Quinta Attention Danny Castro, Design & Development Director 78495 Calle Tampico La Quinta, CA 92253 ;Remit to: :Interwest Consulting :Group :444 N. Cleveland Avenue :Loveland, CO 80537 INVOICE #82127 October 7, 2022 irect questions to: urtis Carter 20) 372-0149 Professional services for the period October I through October 7, 2022 .com LAQ22-0076 DEF SUBMITTAL- TRUSSES MODEL 2 - BCPR2021-0012 Invoice Total (please pay this amount): 1� 00.00 Employee Title Day Hours Rate Total A Peterson ICC Certified Plans Examiner 1 10/6 1 $100.001 $100.00 ta Qwkra — G1:S1 ofthe D1iSL:R1 — City of La Quinta 78-495 Calle Tampico La Quinta,CA 92253 (760) 777 7000 VERTICAL INTEGRITY INC 917 GLENNEYRE ST STE 7 LAGUNA BEACH,CA 92651 DESCRIPTION: DEFERRED TRUSS PLAN REVIEW FEES. INVOICE # I NV-2468 Date: 10/13/2022 Record # Record Type Fee Group Fee Description Quantity Amount BCPR2021- BUILDING CONSTRUCTION 0012 PLAN REVIEW (WEB) HOURLY CHARGE - CITY 0.5 $80.50 BUILDING STAFF HOURLY CHARGE - 3 $300.00 INTERWEST PLANS EXAMINER $380.50 Invoice Total: $380.50 Printed: Thursday, October 13, 2022 11:29 AM 1 of 1 hub ta 0aigra — id I'd o':he DL:SERI — City of La Quinta 78-495 Calle Tampico La Quinta,CA 92253 (760) 777 7000 VERTICAL INTEGRITY INC 917 GLENNEYRE ST STE 7 LAGUNA BEACH,CA 92651 INVOICE # INV-2021 Date:8/31/2021 DESCRIPTION: REMAINING PLAN CHECK FEES FOR THE CENTRE - PRODUCT 2 (SFDx4) / TM 37359 - THIS APPROVAL DOES NOT INCLUDE PHOTOVOLTAIC OR FIRE SPRINKLER SYSTEMS. 2019 CALIFORNIA BUILDING CODES. Record # Record Type Fee Group Fee Description Quantity Amount BCPR2021- BUILDING CONSTRUCTION 0012 PLAN REVIEW (WEB) FIRE STAFF - PER HOUR $80.50 NEW CONSTRUCTION - 5+ $167.25 RESIDENTIAL UNITS RECORDS MANAGEMENT $21.00 FEE - MAJOR TECHNOLOGY $5.00 ENHANCEMENT FEE $273.75 Invoice Total: $273.75 Please send your payment to City of La Quinta Printed: Tuesday, August 31, 2021 3:27 PM 1 of 1