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BCOM2021-0034Description: SILVERROCK / MONTAGE / 28,026SF HOTEL SERVICES BUILDING Type: BUILDING COMMERCIAL Subtype: HOTEL/MOTEL Status: ISSUED Applied: 10/29/2019 AOR (WEB) Approved: 7/21/2021 AOR Parcel No: 777490012 Site Address: 79195 AHMANSON LN LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: 7/22/2021 AMA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $1,477,367.20 Occupancy Type: Construction Type: Expired: 7/17/2022 AMA No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 28,026SF MONTAGE HOTEL SERVICES BUILDING [VB/A2-B-M-S2/572-OL/CLASS A-FR/NFPA 13] THIS PERMIT DOES NOT INCLUDE WATER FEATURE, BLOCK WALLS, EXTERIOR SITE LIGHTING OR FIRE SPRINKLER SYSTEM. DIF AND TUMF ASSESSED AT THE PER GUESTROOM RATE. MSHCP ASSESSED FOR ENTIRE SITE, INCLUDING SPA AND GUESTROOM BUILDING IMPACTS. 2016 CALIFORNIA BUILDING CODES. Applied to Approved Approved to Issued ADDITIONAL NMI CHRONOLOGY CONDITIONS CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED READY TO ISSUE PENDING REVIEW FROM ALL DIVISIONS. AJ ORTEGA 7/1/2021 7/22/2021 7/22/2021 COMPLETE CHECKLIST COMPLETE PER BUILDING OFFICIAL CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 JOSH @THEROBERTG RE ENCOMPANY.COM CONTRACTOR R D OLSON CONSTRUCTION INC 400 SPECTRUM CENTER IRVINE CA 92618 KCARLISLE@RDOLSON. DR. STE 1200 1 1 1 1 1 1 COM OWNER CITY OF LA QUINTA P O BOX 1504 LA QUINTA CA 1 92253 Printed: Tuesday, July 19, 2022 10:31:34 AM 1 of 11 RWSYSiEMS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ART IN PUBLIC PLACES - 270-0000-43201 0 $7,386.84 $7,386.84 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON COMMERCIAL ACCT COMPANY Total Paid for ART IN PUBLIC PLACES - AIPP: $7,386.84 $7,386.84 BSAS SB1473 FEE 101-0000-20306 0 $60.00 $60.00 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY Total Paid for BUILDING STANDARDS ADMINISTRATION $60.00 $60.00 BSA: 101-0000-42600 ($150.22) ($150.22) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($93.38) ($93.38) 7/21/21 OFFSET OFFSET AOR NON-RESIDENTIAL, EA 101-0000-42403 0 $563.50 $563.50 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ADDITIONAL 2,OOOSF ACCT COMPANY NON-RESIDENTIAL, EA 101-0000-42600 0 $150.22 $150.22 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR ADDITIONAL 2,000SF PC COMPANY NON-RESIDENTIAL, 101-0000-42403 0 $120.75 $120.75 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON FIRST 2,OOOSF I I I I I I I I ACCT COMPANY NON-RESIDENTIAL, 101-0000-42600 0 $93.38 $93.38 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR FIRST 2,000SF PC COMPANY Total Paid for ELECTRICAL - NEW CONSTRUCTION 2019: $684.25 $684.25 101-0000-42600 ($18.78) ($18.78) 7/21/21 OFFSET OFFSET AOR TEMP POWER SERVICE 101-0000-42403 0 $26.83 $26.83 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY TEMP POWER SERVICE 101-0000-42600 0 $18.78 $18.78 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR PC COMPANY Total Paid for ELECTRICAL 2019: $26.83 $26.83 FIRE NEW 101-0000-42421 0 $403.00 $403.00 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON COMMERCIAL ACCT COMPANY Total Paid for FIRE FEES: $403.00 $403.00 101-0000-42600 1 1 ($40.26) ($40.26) 7/21/21 OFFSET OFFSET AOR Printed: Tuesday, July 19, 2022 10:31:34 AM 2 of 11 __ _.:#?wSYSiEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY 101-0000-42600 ($128.88) ($128.88) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($107.32) ($107.32) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($26.84) ($26.84) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($26.85) ($26.85) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($40.25) ($40.25) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($42.96) ($42.96) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($187.88) ($187.88) 7/21/21 OFFSET OFFSET AOR AIR HANDLER 101-0000-42402 0 $120.75 $120.75 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY AIR HANDLER PC 101-0000-42600 0 $40.26 $40.26 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY APPLIANCE 101-0000-42402 0 $322.08 $322.08 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON REPAIR/ALTERATION ACCT COMPANY APPLIANCE 101-0000-42600 0 $128.88 $128.88 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR REPAIR/ALTERATION PC COMPANY CONDENSER/COMPRES 101-0000-42402 0 $161.00 $161.00 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON SOR ACCT COMPANY CONDENSER/COMPRES 101-0000-42600 0 $107.32 $107.32 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR SOR PC COMPANY EVAPORATIVE COOLER 101-0000-42402 0 $26.84 $26.84 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY EVAPORATIVE COOLER 101-0000-42600 0 $26.84 $26.84 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR PC COMPANY EXHAUST HOOD 101-0000-42402 0 $67.10 $67.10 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY EXHAUST HOOD PC 101-0000-42600 0 $26.85 $26.85 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY OTHER MECHANICAL 101-0000-42402 0 $40.25 $40.25 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON EQUIPMENT ACCT COMPANY Printed: Tuesday, July 19, 2022 10:31:34 AM 3 of 11 RWYSiEMS ■ CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY OTHER MECHANICAL 101-0000-42600 0 $40.25 $40.25 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR EQUIPMENT PC COMPANY VENT FAN 101-0000-42402 0 $107.36 $107.36 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY VENT FAN PC 101-0000-42600 0 $42.96 $42.96 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY WALL HEATER 101-0000-42402 0 $375.62 $375.62 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY WALL HEATER PC 101-0000-42600 0 $187.88 $187.88 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY Total Paid for MECHANICAL 2019: $1,221.00 $1,221.00 MULTI -SPECIES COMM/INDUSTRIAL - 101-0000-20310 0 $118,892.95 $118,892.95 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY 2021 UPDATE Total Paid for MULTI -SPECIES COMM/INDUSTRIAL - 2021 $118,892.95 $118,892.95 UPDATE: NEW CONSTRUCTION 101-0000-42400 0 $7,303.42 $7,303.42 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON PERMIT 2019 ACCT COMPANY Total Paid for NEW CONSTRUCTION PERMIT 2019: $7,303.42 $7,303.42 101-0000-42600 ($4,174.74) ($4,174.74) 7/21/21 OFFSET OFFSET AOR NEW CONSTRUCTION 101-0000-42600 0 $4,174.74 $4,174.74 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR PLAN CHECK 2019 COMPANY NEW CONSTRUCTION 101-0000-42600 0 $248.18 $248.18 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON PLAN CHECK 2019 ACCT COMPANY Total Paid for NEW CONSTRUCTION PLAN CHECK 2019: $248.18 $248.18 PLAN CHECK DEPOSIT - 101-0000-42600 1 $6,369.60 $6,369.60 7/1/21 R65847 CTAAEC478 TRUST THE ROBERT GREEN AOR COMMERCIAL ACCOUNT COMPANY Total Paid for PLAN CHECK DEPOSIT - COMMERCIAL: $6,369.60 $6,369.60 101-0000-42600 1 1 ($5.37) ($5.37) 7/21/21 OFFSET OFFSET AOR Printed: Tuesday, July 19, 2022 10:31:34 AM 4 of 11 RWSYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY 101-0000-42600 ($18.78) ($18.78) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($1,140.70) ($1,140.70) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($26.83) ($26.83) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($13.42) ($13.42) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($80.52) ($80.52) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($32.20) ($32.20) 7/21/21 OFFSET OFFSET AOR 101-0000-42600 ($13.42) ($13.42) 7/21/21 OFFSET OFFSET AOR BACKFLOW DEVICE 101-0000-42401 0 $13.42 $13.42 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY BACKFLOW DEVICE PC 101-0000-42600 0 $5.37 $5.37 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY BUILDING SEWER 101-0000-42401 0 $26.83 $26.83 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY BUILDING SEWER PC 101-0000-42600 0 $18.78 $18.78 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY FIXTURE/TRAP 101-0000-42401 0 $1,140.70 $1,140.70 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY FIXTURE/TRAP PC 101-0000-42600 0 $1,140.70 $1,140.70 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY GAS SYSTEM, 5+ 101-0000-42401 0 $40.25 $40.25 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON OUTLETS ACCT COMPANY GAS SYSTEM, 5+ 101-0000-42600 0 $26.83 $26.83 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR OUTLETS PC COMPANY GREASE INTERCEPTOR 101-0000-42401 0 $40.25 $40.25 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY GREASE INTERCEPTOR 101-0000-42600 0 $13.42 $13.42 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR PC I I I I I ICOMPANY ROOF DRAIN 101-0000-42401 0 $80.52 $80.52 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY Printed: Tuesday, July 19, 2022 10:31:34 AM 5 of 11 RWYSiEMS ■ CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY ROOF DRAIN PC 101-0000-42600 0 $80.52 $80.52 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR COMPANY WATER HEATER/VENT 101-0000-42401 0 $53.68 $53.68 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY WATER HEATER/VENT 101-0000-42600 0 $32.20 $32.20 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR PC COMPANY WATER SYSTEM 101-0000-42401 0 $13.42 $13.42 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON INST/ALT/REP ACCT COMPANY WATER SYSTEM 101-0000-42600 0 $13.42 $13.42 7/21/21 DEPOSIT DEPOSIT THE ROBERT GREEN AOR INST/ALT/REP PC I I I I I I I I ICOMPANY Total Paid for PLUMBING 2019: $1,409.07 $1,409.07 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 SMI - COMMERCIAL 101-0000-20308 0 $413.66 $413.66 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY Total Paid for STRONG MOTION INSTRUMENTATION SMI: $413.66 $413.66 TECHNOLOGY 502-0000-43611 1 0 $5.00 $5.00 7/22/21 WEB8814 CTAAEC478 TRUST THE ROBERT GREEN ECON ENHANCEMENT FEE ACCT COMPANY Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE Printed: Tuesday, July 19, 2022 10:31:34 AM 6of11 C#?wSYSTEMS 9/8/2021 5:57 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Underground Conduit Site Address: 79195 AHMANSON LN UNDERGROUND ELEC AMOR 9/9/2021 9/9/2021 APPROVED Inspection Phone: 9496971498 e-Mail: jbloom@RDOLSON.COM UNDRGROUND CONDUITS AT ELECTRICAL SWITCH GEAR OK. PLANS WERE NOTED WITH EXACT GRID LINES. 9/10/2021 11:41 AM R D OLSON CONSTRUCTION INC 1-11-1302.203 plan page. Underground Plumbing Mainlines Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79195 AHMANSON LN UNDERGROUND PLBG DCL 9/14/2021 9/14/2021 PARTIALLY Montage Lobby. Possible phone: 9496971498 APPROVED meeting w/AJ a -Mail: jbloom@rdolson.com WEST PLUMBING AT LOBBY AND KITCHEN. SEE H1-P02.204-W AND 1-11-1302.301 FOR APPROVAL AREAS. UNDERGROUND INSPECTION FOR FLOOR SINKS/DRAINS REQUIRED AFTER FOOTINGS. 9/16/2021 1:22 PM R D OLSON CONSTRUCTION INC West Slab for the Montage Lobby UNDERGROUND ELEC AMOR 9/17/2021 9/17/2021 APPROVED eTRAKiT Inspection Contact Name: Jerry Bloom Request Site Address: 79195 Ahmanson Lane Phone:1949697149 e-Mail: jbloom@rdolson.com Printed: Tuesday, July 19, 2022 10:31:34 AM 7 of 11 __ _.:#?wSYSiEMS eTRAKiT Inspection 1. UNDERGROUND CONDUITS FROM UNDERGROUND ELEC AMOR 9/17/2021 9/17/2021 APPROVED SWITCH GEAR AND LOW VOLTAGE ALL Request FACTORY BENDS USED FOR CONDUITS. 9/22/2021 2:40 PM R D OLSON CONSTRUCTION INC Contact Name: Jerry Bloom Site Address: 79195 Ahmanson Lane Phone:1949697149 GREASE INTERCEPTOR DCL 9/23/2021 9/23/2021 CANCELED eTRAKiT Inspection a -Mail: jbloom@rdolson.com Request - REQUEST WAS INTENDED FOR 9/24. DIRECTED SUPERINTENDENT TO RECALL FOR TOMORROW AND INFORMED HIM INSPECTIONS ONLY REQUIRE 24 (NOT 48) HOURS NOTICE. 9/24/2021 5:12 AM R D OLSON CONSTRUCTION INC Montage Lobby Grease Interceptor eTRAKiT Inspection Contact Name: R D OLSON CONSTRUCTION GREASE INTERCEPTOR AMOR 9/27/2021 9/27/2021 NOT READY INC Request Site Address: 79195 AHMANSON LN Phone:9496971498 e-Mail: jbloom@rdolson.com 11/1/2021 1:21 PM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC TEMPLATE FOOTING AMOR 11/3/2021 11/3/2021 PARTIALLY eTRAKiT Inspection Site Address: 79195 AHMANSON LN APPROVED Request Phone:9496971498 e-Mail: jbloom@rdolson.com 1. FOOTINGS AND GRADE BEAMS OK PER H1 S02:201 Printed: Tuesday, July 19, 2022 10:31:34 AM 8 of 11 __ _.:#?wSYSiEMS UNDERGROUND ELEC DCL 11/30/2021 11/30/2021 CANCELED eTRAKiT Inspection Request 11/29/2021 11:29 AM R D OLSON CONSTRUCTION INC H1 Phase 1 Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79195 AHMANSON LN Phone:9496971498 e-Mail: jbloom@rdolson.com 11/29/2021 11:28 AM R D OLSON CONSTRUCTION INC H1 Phase 1 Contact Name: R D OLSON CONSTRUCTION INC PARTIALLY eTRAKiT Inspection Site Address: 79195 AHMANSON LN UNDERGROUND PLBG DCL 11/30/2021 11/30/2021 APPROVED Request Phone:9496971498 e-Mail: jbloom@rdolson.com - LOBBY BAR AND PANTRY TO STUB AT LOBBY/LOUNGE. SEE 1-11-1302.301 FOR APPROVED AREAS. 12/7/2021 2:52 PM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79195 AHMANSON LN eTRAKiT Inspection Phone:9496971498 UNDERGROUND PLBG AOR 12/8/2021 12/8/2021 APPROVED Request a -Mail: jbloom@rdolson.com EAST UG PLUMBING WASTE AND GREASE AT KITCHEN, RESTROOMS AND OTHER ADJACENT AREAS, INCLUDING ENLARGED AREAS AS SHOWN ON H1-P02.301 1, 2, AND 4. Printed: Tuesday, July 19, 2022 10:31:34 AM 9 of 11 __ _.:#-?-wSYSiEMS 12/7/2021 2:52 PM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC UNDERGROUND ELEC AOR 12/8/2021 12/8/2021 PARTIALLY eTRAKiT Inspection Site Address: 79195 AHMANSON LN APPROVED Request Phone:9496971498 e-Mail: jbloom@rdolson.com WEST SIDE OF BUILDING INFLOOR BOXES ONLY. 12/23/2021 8:58 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC eTRAKiT Inspection Site Address: 79195 AHMANSON LN SLAB AOR 12/28/2021 12/28/2021 APPROVED Request Phone:9496971498 e-Mail: Jbloom@rdolson.com EAST SIDE OF SLAB ONLY, WEST SIDE OF SLAB PREVIOUSLY APPROVED, NO FURTHER SLAB INSPECTIONS REQUIRED. Printed: Tuesday, July 19, 2022 10:31:34 AM 10 of 11 __ _.:N-r-wSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2021-0034 - SCHOOL FEE DOC 7/21/2021 AJ ORTEGA CERTIFICATION OF SCHOOL FEE 1 CERTIFICATION OF COMPLIANCE COMPLIANCE.pdf BCOM2021-0034 - DOC 7/21/2021 AJ ORTEGA WASTE MANAGEMENT WASTE MANAGEMENT 1 PLAN PLAN.pdf CVAG - SilverRock CVAG - SilverRock DOC 7/21/2021 AJ ORTEGA Overall Assessment Overall Assessment 0 Response(2021-07- Response(2021-07-16) 16).pdf BCOM2021-0034 - DOC 7/21/2021 AJ ORTEGA HEALTH DEPARTMENT HEALTH DEPARTMENT 1 APPROVAL APPROVAL.pdf BCOM2021-0034 - DOC 7/21/2021 AJ ORTEGA CVWD APPROVAL CVWD APPROVAL 1 (HOTEL) (HOTEL).pdf BCOM2021-0034 - FIRE DOC 7/21/2021 AJ ORTEGA FIRE CONDITIONS OF CONDITIONS OF 1 APPROVAL APPROVAL.pdf DOC 7/19/2021 AMY YU PAD CERT MONTAGE PAD CERT MONTAGE 1 HOTEL, SPA, POOL HOTEL, SPA, POOL.pdf Global Geo Global Geo DOC 7/19/2021 AMY YU Recertification and Recertification and 1 Compaction June 2021 Compaction June 2021 210713 210713. pdf BCPR2019-0006 - 5TH BCPR2019-0006 - 5TH DOC 6/2/2022 KOHL HETRICK SUBMITTAL PLAN SET SUBMITTAL PLAN SET 1 (PART 3).pdf (PART 3).pdf BCPR2019-0006 - 5TH BCPR2019-0006 - 5TH DOC 6/2/2022 KOHL HETRICK SUBMITTAL PLAN SET SUBMITTAL PLAN SET 1 (PART 1).pdf (PART 1).pdf Printed: Tuesday, July 19, 2022 10:31:34 AM 11 of 11 __ _.:#7wSYSiEMS CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT �Cv SHAWN C. NEWMAN - FIRE CHIT OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 2, 2020 Gensler San Diego 225 Broadway Ste 100 San Diego, CA 92101 Re: New Buildings - Fire Plan Review — MONTAGE HOTEL, SPA & POOL STRUCTURES BCPR2019-0006 / 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 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 2016 CBC requirements for A-2, A-3 & B occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy, without further review and approval. ACCESS Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, Riverside County Ordinance 460, Riverside County Ordinance 787 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 stenciling in red with CVC 22500.1 conspicuously posted. 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. WATER 1) The Fire Department is required to set a minimum fire flow for the construction of all buildings using the procedure established in the 2016 CFC. a. MONTAGE HOTEL: A fire flow of 2,250 gpm flow @ 20 psi residual pressure from a minimum of 2 fire hydrants flowing simultaneously/cumulatively for a 2-hour duration. This water supply must be available within 400-feet of the project before vertical construction begins. i. Fire Flow requirement based on currently proposed 28,000 square feet structure of type V-B construction. A 50% reduction due to the provision of required fire sprinkler system has been included. b. MONTAGE SPA: A fire flow of 1,875 gpm flow @ 20 psi residual pressure from a minimum of 2 fire hydrants flowing simultaneously/cumulatively for a 2-hour duration. This water supply must be available within 400-feet of the project before vertical construction begins. i. Fire Flow requirement based on currently proposed 20,000 square feet structure of type V-B construction. A 50% reduction due to the provision of required fire sprinkler system has been included. MONTAGE POOL STRUCTURES: A fire flow of 1,000 gpm flow @ 20 psi residual pressure from a minimum of 2 fire hydrants flowing simultaneously/cumulatively for a 2-hour duration. This water supply must be available within 400-feet of the project before vertical construction begins. i. Fire Flow requirement based on currently proposed 4,000 square feet structure of type V-B construction. A 50% reduction due to the provision of required fire sprinkler system has been included. 1) Applicant and/or developer shall separately submit off -site water system plans to the Fire Department office for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Marshal review and approval. Mylar will be signed by the Fire Marshal after review and approval. DEFERRED SUBMITTALS REQUIRED 1) PRIVATE FIRE MAIN — System plans in compliance with NFPA 24 must be submitted to the Fire Department for review and approval. Hydraulic Calculations are required. Permit fees will be required. 2) FIRE SPRINKLER SYSTEM - Install a complete fire sprinkler system per NFPA 13. System plans must be submitted to the Fire Department for review and approval. The plans and documents shall include certification and signature from the Structural Engineer attesting that the plans are compliant with structural loading and design for the building. Permit fees will be required. 3) FIRE ALARM/MONITORING SYSTEM - Install a MANUAL fire alarm system as per NFPA 72 required by the California Building Code, California Fire Code and designed in accordance with adopted standards. A C-10 licensed contractor must submit plans to the Fire Department office for review and approval prior to installation. Permit fees will be required. 4) KITCHEN HOOD SUPPRESSION SYSTEM - A UL 300 hood/duct fire extinguishing system must be installed over the cooking equipment as required by the California Fire Code, California Mechanical Code and adopted standards. System plans must be submitted to the Fire Department for review, along with current plan check/inspection fee. Permit fees will be required. 5) ABOVEGROUND HAZARDOUS CHEMICAL STORAGE TANK(S) — Plans and specifications shall be submitted to the Fire Department for review and approval. Permit fees will be required. (This permit type includes fuel -fired generators) 6) REFRIGERATION EQUIPMENT — An operational permit is required to operate a mechanical refrigeration unit or system regulated by Chapter 6 in the CFC. (>220-pounds Class Al refrigerant / >30-pounds all other classes) System plans must be submitted to the Fire Department for review. Permit fees will be required. PRIOR TO FINAL 1) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12". Minimum 6" tall suite addressing shall be provided to both the front and rear entrances. All addressing must be legible and of a contrasting color with the background to be visible from the street at all hours. 2) Install Knox Key Lock box, mounted not higher than 6-feet above grade at approved location. Provide keys to the tenant space (all tenants), utility rooms and elevator services for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 3) Submit flame-retardant certification(s) by applicator or manufacturer, along with CSFM Listing, for all decorative materials used in this facility. Samples of flame-retardant material(s) may be required for flame spread testing. All required treated materials must have a current CSFM approval tag affixed to each item or panel. (Prior to building final inspection) 4) Install portable fire extinguishers per Title 19, but not less than 2A1OBC in rating, at the approved locations. Additional placements may be required at time of inspection. 5) Occupancies storing or using significant volumes of hazardous materials shall appropriately display the required NFPA 704 Hazard Placard on the exterior access to the yards, buildings and rooms where the hazardous materials is located. 6) Applicable room door(s) shall be posted "ELECTRICAL", "FACP", "FIRE RISER" and "ROOF ACCESS" on the outside of the door so it is visible and in a contrasting color. 7) Room occupancy load, as approved by the Building Official, shall be posted in a conspicuous place near the main exit from the room(s). The location shall be approved by the Fire Department office. Posting shall be by means of an approved durable sign having a contrasting color from the background to which it is attached. The owner shall maintain signs in a legible manner. No person shall deface, remove or change the occupant load on the sign except as authorized by the Building Official and/or Fire Department office. (Prior to building final inspection) 8) Illuminated Exit Signage and Egress Illumination placement and functional test will be witnessed by OFM Fire Inspector. 9) Fire rated assemblies shall be maintained in compliance with applicable codes and industry standards. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. 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 wIATER COACHELLA VALLEY WATER DISTRICT O�STRtG'C P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 INVOICE Date:3/23/2020 SUBJECT: PM 37207, SILVERROCK, 25000 SILVERROCK WAY LA OUINTA, "MONTAGE HOTEL" (SOURCE CONTROL ONLY) ROBERT GREEN Project: 20-10873 3551 FORTUNA RANCH RD. Project Date: 2/26/2020 Amount Due: S50.00 ENCINITAS. CA 92024 GEO: 06-07-05-3 Planner: SARA LOPEZ TO INSURE PROPER CREDIT. PLEASE RETURN THIS PORTION WITH REMITTANCE AND INCLUDE THE PROJECT ON YOUR CHECK �W�� Fee Type Description Charge Amount Total Amount 1.00 SA APPiVVAIVER FEE SOURCE CNTRL $50.001 $50.00 S50.00 Paid$f2l)- r4H1)79 Development Services Departure t MAR 2 5 2020 Coachella Valley Water District 75-515 Hovely Lane Ease Palm Desert, CA 92211 SUBJECT: PM 37207, SILVERROCK, 25000 SILVERROCK WAY, LA QUINTA, "MONTAGE HOTEL" (SOURCE CONTROL ONLY) COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 Pagel CO&C:HEI 1.4 VALLT- WATER DIS7'RIC'r 75-515 Holo9ey Lane East Pslm Desert, California 92211 z 1"60>?�18 2651 AP LiCAT1U\ I i)i2 WASTEWATER SOURCE CONTROL PLAN APPROVAt. % 1 . Ir • X I , . h r •b -I I•n• Ih o ' ot•y (,fa >cAi.L-D plc: pi as (1 •'-uv to I ' - 40' SCALE) dra.vn t, Dizmrl tpcuttr a', tins A none: f::rdabl: !:hnE (cc I- L; ^I,::1 ems, ►K made rr:e lr u• the Ceache;L 1 sliry W ter D:ctnr App:o•.al of t1.a :ppileauon ;hall cram vafr: I •,. n • i. ,: , , .n• i n date of pa}ir:nt NOTE: ALIi USERS DiSQHARGINC FAT, OiI.,'AMOR GREASE, LUC,ITEU IN AAILILi I- 501TE DUILOING µ'ILL R,4VIARE A SEPARATE LATEBAI. QFFTUEVAIN SlrM$RLI;M.FOR GREASE LNTERCEPTQR60Nh1EMO. CI'\VD Source Cont-al nill inrpret the rsPosrd grease plumbing Red ihe,ntiaUrd ittricepteir Please tal!,1011911-:6n: Xt536 4P houvi in ad,,,., :e irlicdule tot citun'u - rvm, Coivractor i on[c rrnnr AJErc„ "P Te ara, n,r Andrew 225 Broadxay Su le I03 5an'D,eao (.A 92101 'rtin:: (619) 223 3131 ad:a, Su:e SP Tee, ru,.c FlnDen Goan 3551, Forfi rti, Ranch, Roao Encrni:as CA 92024 f7601 634 6p43 lib F,ic Addirtsr r lt\ --—. — 25-000 SdvorRocl. III La Cuirta 92253 rhnmas r'rr, Damn$ "Mors'. M - - — -- - l r, C Ls' jil`?"G l� l Silver nociI. I anpinp l.f C %CITE: NO PLANS WILL BE APPR(1N-11) UNTIL THIS APPLICATION IS COMPLETE AND PI..4'I CHECK FFFS .ARF PAID Tylip or Construction: it Nett b Rcmodc Yours of Oncralmn ham. • 10prn __ Cooitng Tcurgsl n For Food Service: rur Vehicle Se►tice: — 11 Wand bays ❑ Trench Drain. i _ !t � �11'atec 5ohenof ❑ GarFagc i-JrtrdVi3jI ❑ C•,gc•tcdsl 13 RAI over ❑ Service b.vgsl _ Aluttismice (rc.tanb'.cI100 t- Singk Sen:.e (d:sposat>1c;0 0 7unnrt.. rtfsJ O Pausher Searing Copact+. Inrcrnal 86 C�icrnaf D Spill Containmen• tSahrrri :3 Aqueous ❑ i Seving with Misicis or Htalen D fltdraulic l.i(Ilsj DWork Sinklsi _ &ar Scaiin 74 Bar SCh-1W.It• VOMI Sm tte 1 t 1, NL't2;R13PJ C5f".'I'A,T 11'l hl:Cl AP A710K I cenlr,. iha: I hate read the entire application ;nil r.tat: thai al'. oiLirmat,oa I: correct 1 tin,;cistanr, that the fee amount Ir, hated on rn. declar.Ni,.m of inrur:naiion on Jim fern: aiid ttint imorreci mrunrian-,n is ground; for r-m.lion of the suhIrilucn Blare. t also uudc'mand that flans mnt III, dmcwol it not l-kcd ur %•oleo m.-tt ;bill days of approval nr relict.:,girl :ha• n'v uispccuui, uriny rctabli,hnient w;lf he condd;le-d %,wil all "qu:sicd infurnmior has beer, iccel and plans III%r bcco apprc ed S,Ella: utc _�-�---- Pate FOR DJSTR1(MUSVU1fLY• \n orS,•�iem7 Type fre(rcatmeniE•qutl-amit 2 Cocasc Ir,i rccptnt ❑(,rcatr Inincepwrllmtcd m New Q LKisung 1 ❑ Smid ( W ❑ C'onnc: i to Scwc- ❑ Addi:iun ❑ 1_ir,l Trap t-3'uinc of Connccur,n Sample Stauw: ❑ R,plarrnent ❑ :'lamer C Digc;,c;si Stu 100 s awith sample box - RL'�'fAl2k5: I o ga grease interce tors must have its own sample box. 'Discharges containing lats, oils, and grease must be touted to grease interceptors, examples are: 3 comp. sink, 2 comp. sink, 1 comp. sink, dishwasher, rinse sink, garbage grinder and mop sink. "iszsalLiggsiitlive water softener allowed in CVWD jurisdiction, onl, exchangeable bottle systems are permissible. •CVWD source control will inspect exposed grease interceptor plumbing, please call (760) 398 2661 ext 3708 48 hr in advance to schedule an inspection. - - --- hr, app: taboo I �( 2 lij C'und: iunall. ^pr.,.;.'' C 'See Reniaill 1(;)7 r'at' � 23� 2alp County of Riverside DEPARTMENTOF ENVIRONMENTAL HEALTH P.O. BOX 7909 • RIVERSIDE, CA92513-7909 KEITH JONES, DIRECTOR Protecting People and the E-van—, FOOD ESTABLISHMENT PLAN APPROVAL NOTICE Plan Check # 47179 Date 5/5/2020 Project Name Silver Rock Lodging (H1 and Hs) Plans Submitted by Veit Kugel Address 52-000 Silver Rock Road Phone 619-557-2529 Owner Robert Green Address 3551 Fortuna Ranch Road, Encinitas CA Phone 760-634-6543 The plans are now approved subject to the conditions listed below and the attached compliance sheet. 1. Note: As per email received on 5/5/2020 from Veit Kugel the flooring note VCT means commercial continuous sheet vinyl. 2. Provide grease interceptor approval install letter from the sewer agency prior to final inspection. 3. Provide air balance report for all exhaust and make up air prior to final inspection. 4. The bar cover must be present and installed at time of final inspection. CONSTRUCTION INSPECTIONS: Contact the Plan Checkerfor a Preliminary Inspection when construction is approximately 80% complete, with plumbing, rough ventilation, and rough equipment installed. Request for inspection should be made at least five (5) working days in advance. "ALL ELECTRICAL, PLUMBING, MECHANICAL, AND STRUCTURAL REPAIRS AND INSTALLATIONS SHALL BE DONE UNDER PERMIT FROM THE APPROPRIATE BUILDING & SAFETY DEPARTMENT (CITY OR COUNTY) -- A FINAL INSPECTION MUST be made upon completion of ALL work including finished details. APPROVAL to operate shall not be granted, or remodeled areas approved to operate, until the facility has passed the FINAL INSPECTION, and "APPLICATION TO OPERATE" has been completed and PERMIT FEES have been paid. Request for inspection should be made at least five (5) working days in advance. PLANS CHECKED BY Tracey Ford Phone 760-863-8287 I acknowledge the corrections noted herein and as indicated on the plans and agree to incorporate them during construction: �w�"] �_ /,� Signature_ Date 05.05.2020 Company Name Gensler Corona Hemet Indio Murrieta Palm Springs Riverside -west Riverside -Fast 2275 S. Main St ON SW S. Sanderson #200 47-950 Arabia St "A" 38740 Sky Canyon Dr. 544 S. Pasco Dorotea 4065 County Circle 3880 Leman St. Corona, Ca 92882 Hemet, Ca 92545 Indio, Ca 92201 Murrieta, Ca 92563 Palm Springs, Ca Riverside, Ca 92503 Riverside, Ca 92501 (951) 273-9140 (951) 766.2824 (760) 863-8287 (951) 461-0284 92264 (951) 358-5172 (951) 955-8%2 760.320-1048 Office Locations 0 Blythe • Corona • Hemet • Indio • Murrieta • Palm Springs • Riverside Phone (888)722-4234 www.rivcoeh.org Date: 7/12/2021 No.: 21-02081-1 Owner: SilverRock Phase 1 Address: 7919S Ahmanson Ln City: La Quinta Type: Commercial Lot # Street No. 79195 Comments: CERTIFICATE OF COM I tE [P'YDesert Sands Unified Scho Di ct DESERT 47950 Dune Palms Road SANDS La Quinta, CA 92253 UNIFIED (760)771-8515 SCHOOL DISTRICT Email: josh@therobertgreencompany.com Jurisdiction: La Quinta Tract #: Street Name Sq. Feet APN Permit No. Ahmanson Ln 19268 777-490-012 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under S00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement mobile homes It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.66 X 19268 S.F. or $12,716.88 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: CC/ Bank of America/ Josh Frantz Check No.: 0929922824 Bank Name/Recipient of Certificate Telephone: 805-804-2454 Funding: Commercial By Scott L. Bailey Superintendent Fee Collected/ Exempted by: Yazmin Henry Certificate Fees Due: $12,716.88 Original Payment(s) Rec'd: $0.00 New Payment Rec'd: $12,716.88 Over/Under: $0.00 NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the Districti's) behalf, whichever is earlier. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. Building Permit Number. #BCPR2019-0006 Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Date; 10/27/2020 Montage La Quinta - Main Hotel & Spa Job SiteAddressl 52-000 SilverRock Way Owners Namel SilverRock Development Co. Number. Street, or PO BoxJ 343 Fourth Ave. City, State, Postal Codel San Diego, CA Owner's Phone Number) 760-634-6543 Owner's E•Mail Address jpshiatherobertgreencompany.corn Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address Builder / Contractor Number, Street or PO Box City, State, Postal Code Project Square Footage) Gary Hoskins 949-222-3761 ghoskrnsCardq son.com R.D. Olson 400 Spectrum Center Dr Irvine, CA 97,000 Approval By Burrtec `�!✓i //� Date of City Approval Materials To Be Discarded: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse" "Describe Items Tons 360.00 Not recyclable 0.00 Recyclable 0.00 Recyclable 26.00 Recvclable 485.00 Recyclable 51.00 Recyclable 0.00 Recyclable Totals: Recycle Trash 892.0 1 360.0 Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0.00 Recyclable 121 00 Rxyclabw 0.00 Recyclable 10.00 Recyclable 14.00 Recyclable 185.00 Recyclable 0.00 Recyclable Projected Diversion: 71.25% I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion. implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self - hauling, all refuse material from this project site must be taken to an approved recycler or transfer station. owner i Developer / Project Manager / Superintendant Date Construction Debris Management Plan Summary of Requirements As of January 1, 2017, The Green Building Standards Code (CALGreen) requires that the construction of most new structures in the State of California comply with sections 4.408 and 5.408 of the code in accordance with Assembly Bill 939 requiring that no more than 35% of jobsite waste be disposed of as trash at local land fill sites and transfer stations Exceptions may be made for certain projects under certain conditions. The City of La ouinta is committed to the highest level of environmental respect, to conserving our precious natural resources and setting an example to provide for a better world for generations to come. Recycling helps keep reusable resources out of landfills and will also reduce disposal costs. IMPORTANT: Burrtec Waste & Recycling Services is the City's franchise hauler. If you choose to self -haul any recyclables or trash, you must provide copies of all weight tickets and/or receipts from the transfer station. landfill, or recycler as the job progresses. Clean-up companies and other haulers are not permitted to haul waste or recyclables from the City of La Quinta. Self -haul weight tickets should be submitted to: Mike Veto, District Environmental Coordinator - mveto@burrtecdesert.com, or faxed to (760) 340-0417, or mailed to: 41575 Eclectic Street, Palm Desert, CA. 92260. AJ Ortega From: Peter Satin <psatin@cvag.org> Sent: Friday, July 16, 2021 11:27 AM To: AJ Ortega Subject: RE: City of La Quinta - TUMF and MSHCP Assessment Question (SilverRock Resort) EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Hi AJ, For the current project, the conference center, spa, meeting room, and shared services building all constitute ancillary uses and need not be included in the final TUMF calculation. While the total area of the spa is now moot, I would have included the pool decks and potentially the gardens, especially if the latter would host classes. As for the LDMF, III defer to the standard practice of the City. Our primary concern would be if any of these buildings were to expand in the future, that we be easily able to ascertain how much may have already been paid. Please continue to touch base as these joint resort/residential projects come online, and let me know if there is anything else I can provide for the current project. Best, Peter Satin Regional Planner Coachella Valley Association of Governments psatin@cvag.org 0: 760.346.1127 ext. 118 C: 925.270.5498 From: AJ Ortega <Aortega@laquintaca.gov> Sent: Friday, 9 July, 2021 16:34 To: Peter Satin <psatin@cvag.org> Subject: City of La Quinta - TUMF and MSHCP Assessment Question (SilverRock Resort) Hi Peter, Have another Project that I need to run by you to make sure we have it right — The highly anticipated SilverRock Resort Project is getting close to being able to pull permits, and based on some new information you have provided regarding un-enclosed and un-roofed areas, and un-enclosed roofed spaces, I wanted to make sure my logic of "integral to the performance of the principal business" are in - line with your methodology. Then also I am having a hard time with the "ancillary uses" text and how a hotel includes "supporting facilities such as restaurants, cocktail lounges, meeting and banquet rooms or convention facilities, limited recreational facilities and/or other retail and service shops." Exhibits and Area Lists are provided for both the Montage Hotel Services Building and the Montage Spa Building for your review. I have in Blue the TUMF Area with notes in certain areas identifying reasoning for Assessment, in Red is the Roofed Area Totaled, and in Yellow/Black is the "within the principal outside faces of the exterior wall" Area Totaled. For various reasons more and more areas of certain things need to be calculated to be able to complete the permit fees correctly, too complicated. I am not actually doing the permits for the Meeting Rooms, Convention Center or Shared Services Buildings yet (thought I would still include them for the basis of your decision), so with that "ancillary uses" text and hotels include "supporting facilities", shouldn't this be similar to how a resort golf course isn't only played by hotel guests, a spa or convention center also receive outside business from that of the guest rooms. How would it be fair for a hotel without these features to be assessed with a methodology that did take into account additional trips generated by having a hotel/spa or hotel/convention center... even in reverse if the hotel methodology didn't account for outside business trips, wouldn't it definitely be missing that trip assessment - Maybe I have this all wrong? To hopefully make it easier for you to respond, my basic questions and concerns are as follows: 1. The 2018 TUMF Handbook has for Hotels in Section 4.6, "Supporting facilities" and 'For the sake of calculating the TUMF, all of the ancillary uses are considered as one use under the Hotel category", does this mean the separate Spa, Meeting Room, Convention Center and Shared Services Building Square Footages will not be Assessed in addition to the Number of Guest Rooms? 2. If not disqualified from above, in the attached exhibit for the Spa Building, do you feel the outside areas that I have both included and omitted accurately follow the methodology for the proposed scope of work? 3. Being the Hotel Services Buildings (which includes the Pool Services and Equipment Buildings) and the Spa Building are on one site is it acceptable to collect the whole LDMF Commercial Acreage on a single permit vs trying to do some percentage calculation and applying it to the separate building permits that will ultimately be issued for construction? As always thank you for your help. �i�•.i'.— AJ Ortega I Building Official Design and Development Department City of La Quinta 78495 Calle Tampico I La Quinta, CA 92253 Phone 760.777.7018 www.laquintaca.gov www.i)lavinlaciuinta.com WARNING: External email. Please verify sender before opening attachments or clicking on links. `. �Irr��i�'�u►ir'��O�i'11 AV_ � June 10, 2021 Project 8227-51 SilverRock Phase I, LLC 3551 Fortuna Ranch Road Encinitas, California 92024 Attention: Mr. Patrick Russell Subject: Pad Recertification Montage Hotel, Guest Rooms and Spa SilverRock Resort — Pahse I SWC Avenue 52 and Jefferson Street La Quinta, California Reference: a) Sladden Engineering — Report of Observation and Testing performed During Mass Grading: Montage Hotel & Spa and Montage Hotel Valet Parking Lot (PA2), Montage Residences (PA3), Conference center and Shared Services — OCC(PA4), Pendry Hotel (PAS), Pendry Residence (PA6), Golf Club Bunglows (PA10A) and City of La Quinta Venue Site Project No. 522-14509 dated January 30, 2020 (Revised March 2, 2020); b) Global Geo-Engineering, Inc. — Supplemental Geotechnical Investigation, Proposed SilverRock resort, Southwest of Avenue 52 and Jefferson Street, La Quinta, California Project 8227-04 dated October 29, 2019 (Revised July 22, 2020). Dear Mr. Russell: a) This letter provides pad recertification for the Montage Hotel, Guest Rooms and Spa to be located in the city of La Quinta, California which is a part of the proposed SilverRock Resort. b) The grading for the subject pad was conducted between April 1 and October 30, 2019 by NEI under the observation and testing services provided by Sladden Engineering. The summary of the grading activities for these pads was presented in the referenced report dated January 30, 2020 (Revised March 2, 2020). The report was approved by the city of La Quinta. c) The Montage Hotel and Spa pads, as report by Sladden, were overexcavated to at least 5 feet below the pad grades, whereas the guest rooms (bungalows as they were called in the report) were overexcavated to a depth 4 feet. 3 Corporate Park, Suite 270, Irvine, California 92606 Office (949) 221-0900 Fax (949) 221-0091 Email: lo�bal(a), globaleeo.net SilverRock Phase I, LLC June 10, 2021 Project 8227-51 Page 2 d) Global Geo-Engineering, Inc. became the geotechnical engineer -of -record in July 2020. e) The subject lots were not developed since the rough grading operations. It was recommended that the pads be heavily watered and upper 12 inches of the pads should be reworked. As recommended the upper 12 inches of the subgrade soils were reworked. The reworked pads were tested for relative compaction by our representative. The fill was tested to determine the compaction. The relative compaction was greater than the required 90 percent. The results of the testing are provided in the enclosed Summary of Field Density Tests, Table 1. Approximate test locations are shown on Density Test Location Plan, Sheets C-3 and C-4. f) The procedures described in ASTM Test Method D 1557 were used to determine the compaction characteristics of the fill materials. The results of our laboratory compaction tests are shown on the following page: LABORATORY COMPACTION TEST RESULTS Soil Type Soil Description Optimum Moisture Content (%) Maximum Dry Density (lb/ft3) A SILT with Sand 13.0 120.0 B Silty SAND 15.0 112.5 C Silty SAND 12.5 118.0 g) We concur that the earthwork performed on these lots was substantially performed in accordance with the project specifications, the geotechnical engineer's recommendations and the city grading codes. The lots are deemed suitable for the proposed development. The pad moisture will be significantly lost due to the weather conditions. The footing excavations and the slab subgrades should be heavily moisture -conditioned prior to pouring the concrete. SilverRock Phase I, LLC June 10, 2021 Project 8227-51 Page 3 The opportunity to be of service is sincerely appreciated. If you have any questions or if we can be of further assistance, please call. Very truly yours, GLOBAL GEO-ENGINEERING, INC. ,wOFESS .�o ��`Q WJ14W8 R� U9+SW �9 P+m Wso10v iJDe rF� Wt� Mohan B. pasam Principal Geotechnical Engineer RGE 2301 (Exp. March 31, 2023) Enclosures: Terms and Conditions Summary of Field Density Tests - Table I Density Test Location Plan - Sheets C-3 and C-4 SUMMARY OF FIELD DENSITY TESTS DATE OF TEST TEST No. LOCATION ELEVATION (FEET) CURVE LETTER MAXIMUM DRY DENSITY WATER CONTENT (%) DRY DENSITY (Pcf) oho REMARKS Nuclear = N Sand Cone = SC Drive Tube = D 20-May-21 1 Pad 23 F.G. A 120.0 7.9 118.0 98.3 Pass N 20-May-21 2 Pad 23 F.G. A 120.0 8.0 113.5 94.6 Pass N 20-May-21 3 Pad 23 F.G. A 120.0 8.3 114.0 95.0 Pass N 20-May-21 4 Pad 22 F.G. A 120.0 11.0 114.5 95.4 Pass N 20-May-21 5 Pad 22 F.G. A 120.0 8.0 116.1 96.8 Pass N 20-May-21 6 Pad 22 F.G. A 120.0 7.9 115.2 96.0 Pass N 20-May-21 7 Pad 21 F.G. B 112.5 12.0 106.0 94.2 Pass N 20-May-21 8 Pad 21 F.G. B 112.5 11.5 106.8 94.9 Pass N 20-May-21 9 Pad 20 F.G. A 120.0 9.3 116.0 96.7 Pass N 20-May-21 10 Pad 20 F.G. A 120.0 10.4 116.9 97.4 Pass N 20-May-21 11 Pad 19 F.G. A 120.0 12.2 117.4 97.8 Pass N 20-May-21 12 Pad 19 F.G. A 120.0 12.0 117.0 97.5 Pass N 20-May-21 13 Pad 18 F.G. A 120.0 10.0 116.6 97.2 Pass N 20-May-21 14 Pad 18 F.G. A 120.0 9.8 116.6 97.2 Pass N 20-May-21 15 Pad 17 F.G. C 118.0 10.0 109.0 92.4 Pass N 20-May-21 16 Pad 17 F.G. C 118.0 10.3 110.1 93.3 Pass N 20-May-21 17 Pad 16 F.G. C 118.0 12.7 108.0 91.5 Pass N 20-May-21 18 Pad 16 F.G. C 118.0 13.2 109.0 92.4 Pass N 20-May-21 19 Pad 15 F.G. C 118.0 12.1 112.0 94.9 Pass N 20-May-21 20 Pad 15 F.G. C 118.0 11.3 112.6 95.4 Pass N 20-May-21 21 Pad 14 F.G. C 118.0 10.0 110.1 93.3 Pass N 20-May-21 22 Pad 14 F.G. C 118.0 10.3 111.0 94.1 Pass N 20-May-21 23 Pad 13 F.G. C 118.0 9.7 113.6 96.3 Pass N 20-May-21 24 Pad 13 F.G. C 118.0 9.9 112.9 95.7 Pass N 20-May-21 25 Pad 12 F.G. C 118.0 10.5 111.2 94.2 Pass N 20-May-21 26 Pad 12 F.G. C 118.0 10.5 112.0 94.9 Pass N 20-May-21 27 Pad 11 F.G. C 118.0 9.6 110.0 93.2 Pass N 20-May-21 28 Pad 11 F.G. C 118.0 9.6 109.6 92.9 Pass N 20-May-21 29 Pad 10 F.G. C 118.0 9.5 110.4 93.6 Pass N 20-May-21 30 Pad 10 F.G. C 1 118.0 1 9.6 1 110.1 1 93.3 1 Pass N Montage Hotel, Guest Rooms and Spa GLOBAL GEO-ENGINEERING, INC. La Quinta, California Project 8227-51 Irvine, California July 2021 Table I SUMMARY OF FIELD DENSITY TESTS DATE OF TEST TEST No. LOCATION ELEVATION (FEET) CURVE LETTER MAXIMUM DRY DENSITY WATER CONTENT ( % ) DRY DENSITY (Pcf) oho REMARKS Nuclear = N Sand Cone = SC Drive Tube = D 20-May-21 31 Pad 9 F.G. C 118.0 10.2 110.3 93.5 Pass N 20-May-21 32 Pad 9 F.G. C 118.0 10.7 111.0 94.1 Pass N 24-May-21 33 Pad 8 F.G. A 120.0 9.0 114.0 95.0 Pass N 24-May-21 34 Pad 8 F.G. A 120.0 10.2 113.2 94.3 Pass N 24-May-21 35 Pad 7 F.G. A 120.0 7.6 112.0 93.3 Pass N 24-May-21 36 Pad 7 F.G. A 120.0 8.2 112.2 93.5 Pass N 24-May-21 37 Pad 6 F.G. B 112.5 10.4 107.1 95.2 Pass N 24-May-21 38 Pad 6 F.G. B 112.5 10.2 107.6 95.6 Pass N 24-May-21 39 Pad 5 F.G. B 112.5 12.0 108.1 96.1 Pass N 24-May-21 40 Pad 5 F.G. B 112.5 10.8 109.2 97.1 Pass N 24-May-21 41 Pad 4 F.G. A 120.0 9.7 110.5 92.1 Pass N 24-May-21 42 Pad 4 F.G. A 120.0 9.9 109.3 91.1 Pass N 24-May-21 43 Pad 3 F.G. A 120.0 8.2 110.1 91.8 Pass N 24-May-21 44 Pad 3 F.G. A 120.0 7.9 109.8 91.5 Pass N 24-May-21 45 Pad 2 F.G. A 120.0 7.1 108.3 90.3 Pass N 24-May-21 46 Pad 2 F.G. A 120.0 7.4 108.8 90.7 Pass N 24-May-21 47 Pad 1 F.G. A 120.0 8.2 110.3 91.9 Pass N 24-May-21 48 Pad 1 F.G. A 120.0 8.9 109.0 90.8 Pass N 24-May-21 49 Pad 24 F.G. B 112.5 9.1 104.8 93.2 Pass N 24-May-21 50 Pad 24 F.G. B 112.5 9.3 105.5 93.8 Pass N 24-May-21 51 Pad 25 F.G. B 112.5 9.2 104.0 92.4 Pass N 24-May-21 52 Pad 25 F.G. B 112.5 9.8 105.0 93.3 Pass N 24-May-21 53 Pad 26 F.G. B 112.5 9.5 106.1 94.3 Pass N 24-May-21 54 Pad 26 F.G. B 112.5 9.9 105.5 93.8 Pass N 24-May-21 55 Pad 27 F.G. B 112.5 9.8 105.7 94.0 Pass N 24-May-21 56 Pad 27 F.G. B 112.5 9.8 106.6 94.8 Pass N 24-May-21 57 Pad 28 F.G. B 112.5 9.6 107.0 95.1 Pass N 24-May-21 58 Pad 28 F.G. B 112.5 10.4 105.8 94.0 Pass N 24-May-21 59 Pad 29 F.G. B 112.5 10.1 106.8 94.9 Pass N 24-May-21 60 Pad 29 F.G. B 1 112.5 1 10.0 1 106.6 1 94.8 1 Pass N Montage Hotel, Guest Rooms and Spa GLOBAL GEO-ENGINEERING, INC. La Quinta, California Project 8227-51 Irvine, California July 2021 Table I SUMMARY OF FIELD DENSITY TESTS DATE OF TEST TEST No. LOCATION ELEVATION (FEET) CURVE LETTER MAXIMUM DRY DENSITY WATER CONTENT (%) DRY DENSITY (Pcf) oho REMARKS Nuclear = N Sand Cone = SC Drive Tube = D 24-May-21 61 Pad 30 F.G. B 112.5 10.9 107.4 95.5 Pass N 24-May-21 62 Pad 30 F.G. B 112.5 9.0 105.8 94.0 Pass N 24-May-21 63 Pad 31 F.G. B 112.5 9.1 104.9 93.2 Pass N 24-May-21 64 Pad 31 F.G. B 112.5 9.0 106.1 94.3 Pass N 24-May-21 65 Pad 32 F.G. A 120.0 8.4 113.7 94.8 Pass N 24-May-21 66 Pad 32 F.G. A 120.0 7.9 111.9 93.3 Pass N 24-May-21 67 Pad 33 F.G. C 118.0 8.0 107.0 90.7 Pass N 24-May-21 68 Pad 33 F.G. C 118.0 8.1 107.3 90.9 Pass N 24-May-21 69 Pad 34 F.G. C 118.0 8.2 108.4 91.9 Pass N 24-May-21 70 Pad 34 F.G. C 118.0 8.3 107.6 91.2 Pass N 24-May-21 71 Spa F.G. A 120.0 8.0 112.0 93.3 Pass N 24-May-21 72 Spa F.G. B 112.5 8.1 106.9 95.0 Pass N 24-May-21 73 Spa F.G. B 112.5 8.3 105.9 94.1 Pass N 24-May-21 74 Spa F.G. B 112.5 8.3 106.2 94.4 Pass N 24-May-21 75 Spa F.G. B 112.5 8.8 106.5 94.7 Pass N 24-May-21 76 Spa F.G. B 112.5 8.7 107.0 95.1 Pass N 27-May-21 77 Hotel F.G. C 118.0 8.2 106.5 90.3 Pass N 27-May-21 78 Hotel F.G. C 118.0 8.6 107.1 90.8 Pass N 27-May-21 79 Hotel F.G. C 118.0 8.5 108.2 91.7 Pass N 27-May-21 80 Hotel F.G. C 118.0 7.9 111.2 94.2 Pass N 27-May-21 81 Hotel F.G. C 118.0 8.4 107.9 91.4 Pass N 24-Jun-21 82 Pool Bar F.G. C 118.0 7.0 107.0 90.7 Pass N 24-Jun-21 83 Pool Bar F.G. C 118.0 6.3 109.0 92.4 Pass N 24-Jun-21 84 Pool Equipment F.G. C 118.0 6.7 108.4 92 Pass N F.G. - Finish Pad Grade Montage Hotel, Guest Rooms and Spa GLOBAL GEO-ENGINEERING, INC. La Quinta, California Project 8227-51 Irvine, California July 2021 Table I DENSITY TEST LOCATION PLAN 7Z4.15t ' r E-XISi. row 00 R•190.50' 1 a w F NRCr-L G TARCE--il-i 2­j 1 s a�38 R-43.34 oAYt_ I GHT / E X . Fat_ UG . • . ,$ d As *° +y L-29 . Dls LANE / (PROTEC1 IN PLACE) 18"MIN. DIA. RIP -RAP. %% ) —f �,., 1 1 f 1 �� r � � L=28?-22 5 11 x 10'L x 38 DEEP PARCEL J I � •�� '' � � V. 1� � 00 25.00 J'r - �'�"" ' A-35 41; 06 \ INY -- R=50.50 O• PERMISSION TO �,,� _ / � � \\ 24 " FLARED END SECTION BE OBTAINED I NEB 7I�� / = 8 53 17"E" L=3 : 45, - \ \ (ADS #241ONP OR APPROVED �.�' IJ� 7� . 34 �=� �22 09 24 EXIST. PARKING \ \ EOUAL) i r frr-' �' `r-� R-50.50' I TO REMA IN \ 1 " ,�! PAD•�ldA "? P1-� �./ L 1_2 >� av L=19.53'24 N-12 HDPE � -_ Z � r STORM DRAIN (OR APPROVED EQUAL) _"E �, '`, f .�� ✓ I PROP. MALL yh�, f PAD-30.0 PER F'REC 1 SE GRAD 1 NG PLAN * _ WALL I RCEL I N�g./ � ti'mooso � PER SEPARATE PLAN F/ 8 S� . 0146 \ 1 36 x 36 CATCH BASIN % / `� � � ��,�.1 AND PERMIT . \ (BROOKS /3636CB OR ^ PAD41.5 / �� 1 _"r \\ \ APPROVED ECAJAL) �`` / r eFr� Fj 1 r 4-0 I DAYLIGHT 24' 115' BETO % / f?OCK HOTS LINE 26.27 INv 93 , f ``� FF• MAS l // +' F y• r � 1.1 I i I N PLACE) / FFr30 I PROP. 10 1r I DE 9 SPA PAD•eo.5 IN PAD�3.o, f 1 'DRAINAGE ESMT . ` �.` ',!t /� �� I ♦ + FENCE / v EXIST. IRRIGATION LINES RBEGIN ELOCATION 31.50 G~ ` ~,/ ` TO BE RELOCATED 50 I NY 88 w ��� JOIN EX . r 9 FF*31.03 �. / P ' =1a` ; �/ I v> > • EXIST. PARK i NG EXIST. 12 " '%/ > - \ ,. ^ I� \ TO REfAA t N IRRIGATION � � � � ry � �._.� .O ^. I _ ? `�� LINE EXIST . FENCE �, / FF *33 - DAYLIGHT I - — LINE PROP. FENCE A-02' 23' 58" - _ JJ R-936.17' NNI POOL �._ PERMISSION TO gUIPMENT \ BE OBTAI33.5 I L NED / �--� 'V'0� _SEND FENCE- - - / I `�' - P�.0 - - — P J1, . `�►- 1Sr RZ:L )CAT I ON /. - � �� -.. I ST . 12.5 KV ELEC. LINE I•-- � .-; � 1 J01 11 D(. N14'00'55"w5vg SECTIONJ 29.06' 68 T66E RELOCATED.r-,�+ _ 52 . , � �. - r�iLINE >L t NE POOL ' �I PAD�7T.6 I� I l_ N � PERMISSION TO 13E OBTAINED c 34 x W (1 FF•�I7.1i3 ?� I RESTROOMS NOTE ,� PAD -VA Ff�R ' �� I e DO NOT MOVE EXISTING FENCE OR GRADE BEYOND p. 1 O, 2 THE FENCE LINE (WHERE FENCE IS CURRENTLY �, FFwV� LOCATED) UNTIL APPROVALS ARE OBTAINED FROM l PAIDw2lb 16 U.S. FISH AND WILDLIFE SERVICE AND CALIFORNIA r'. v� DEPARTMENT OF FISH AND WILDLIFE. ' ` „ ,C `9�� u EXIST. IRRIGATION LINES I ,# LT ��sj� ?? \ TO BE RELOCATED , I / , �+�j Z LDAYLIGHT j I /I NE EXIST. 12" �� �� `� --ram,-" -� �.�" 4� 07�� 7' 4• 1 � s 1 3 a IRRIGATION PP,2,1 l ` 2 ```�' 25 � 3 R;317.54 67 �78y a 1 A�6� FF-n. 0 PAM&1 DAYLIGHT I , r 1 7� S '0 LINE 4 N%36 14'loom N / 4 L $' 01, APPROXIMATE LOCATION OF DENSITY TEST N �. MATCHLINE - E _ HE1000, IRRIGATION L I NE�i 32 n 26 ' `'- A FF�t3 W — 7. z t - ---� `_ ` 5 N04' 38' 21 "E PA"A = „(� FFA.t33 >" 6 a11T'4�'03" CO)PAo�as.o 24 ti �` PAo-Qa.1l R-139.03 L-288, , FF•d3.43 '1 22 Q e^67'04' 22" �- - --w. ` (� F1�Q3A3 R=40.79' N% .a. / 1 PADw0A s Z - 00' / / \ 27 2 ��_ _ ( Ww n.es i EXIST. CART PATH PA0wX01 7 Q 40 20 0 40 80 120 , TO BE RELOCATED REFER TO PRECISE � /N RCF, I 4Jr GRADING PLAN �► SCALE: 1"-40' / PADwa? 1-7 f� Q DI(� ART BENCHMARK BASIS OF BEARNGS: _ _ _ �- 75410 Gerald Ford Drive, Suite 100 ''''�01AL eN cm of LAouNrA CRY OF LA QUINTq CALIFORNIA g H E E T o CITY OF U OUIWA 0FA *M-Onavom 1 it? OOPPERNELD 1HE BASLS OF BEARINGS FUR rHIS SURVEY IS pf ESS 1p Baker Pshn Desert, CA MI I a MOMMIIT, STAMPEO'LS W. FLUSH AT THE CENTegME THE CALIFORNIA COORDINAT - SYSTEM, CCS � Qa ! Michael Phone: (700) 34&7401 SILVERAOCK RESORT C — 3 � tkn"ECTION of AWNLf M AAO X*�%RsON STREET. 83. ZONE 6 AS DETERMINED LOCALLY BY ,�� \�L ��� `� MBAKERINTI..COM PA 2 LUXURY HOTB. AND SPACD ELEYAnc11 •s.A61'(Nmw THE LINE BETWEEN USC&GS TATIONS LA h �` �d�3F �/� DIAL TOLL FM MAT10N • 3,216' (IGVD19i QUINTA CS2005 (P491) ANO < OLLEGE Of �; � _, I N T E R NATIONAL DA ROUGH ORADINIS PLANS 1 _8W227-Z6M MUM ELEVATION AT BM YI30 THE DESERT (COTD), jPOSITIC NS PER _ _ __— a He C35T1A a CITY (NC1N(TR INNEr DOF�M SHEETS 7 (To *an Pr000SwalweMNAVDKDdum&.*wl1.%4 NATIONAL GEODETIC SURVEY NAM, * * PREPARED UMWR THE OIRFCT SUPTRV1SION OF- R.C.E. N0. 494I8 EXP. 09/30/20 41 JOB N OESIc►+aD uu•eR DAYSham�A�ek+&4r81pw) EPOCH 2O11.00) AS SHOWN C N THE df CtY1� �!LOCATED WITHIN SECTIONS 5 AND B 1- AGERM a� DO Iry dtainPmjedDrew%%inNOVD29.ALI0fAr10 * NATIONAL GEODETIC SURVEY PUBLISHED DAB By DESCMPTICN APPD DATE �jf Of �1i1� � DRAM am0 TOtM IP 6 SOUTH, RANM 7 EAST, S.9.6,R M. F►LE N0. c *"Ime alnwnT. DATA SHEETS, BEING: NORTH 40*IV30.20" DATE: PlAlf q SCALE CHECKED OATS FOR:a L jlip CAL ALM OF SM44M FOIiM ELEVATICtI.9.9M' WEST. R E V I S 1 0 N S ►T?0 (EL ORAV08 R,C.E. 3671B P. O6/30/2o AS NOOK 10/15 19 C" `T Na x DENSITY TEST LOCATION PLAN 4 A43 Wft P A Prr I I rQ � w 25 // 3 ti - > cn FF�13 I P�AD��26631 / � W 4 / lo osT°p 9 MATCHLINE - SEE SHEET 3 --------"f `.'L --%• rr �: - ..� ,/12T37* T4p9.44' dl=1p•28�1 " d■03'08'43" R`278. Vim! w PERMISSION TO 26 / BE 08TA I WD FF ,143 '`� 4•`---z0--==�- `♦ , Ff A3 r '� � `Z : - -?i� DAYLIGHT 24 RiS��I 31 ��- 4 PADNO.O j/ `�� 7 LINE PADm2&0 / i SO PADS. '3 1 / �►L �e� / / ` `\ - -r�- _ - �_ -�� / 1 1000 8 i / 3 I / 1 ~ ` -- t� 1. 14' L-162. 7.3 ` `�• i : - -`,r - - `r - / � 6 �``` 1 1 FF=24," f _�-' ��..,�e I P 1 i PAD 1 a ti, 2T i / PACMA /, 10 1 �1 I % /INN PAD=22.7 rt/-% R C E L 4 1 � FF02.za I ,' �� -` -..�� „• �_ EXIST. IRRIGATION LIPAD-21. EXIST. 12.5 KV ELEC. LINE EXIST. IRRIGATION LINE : TO BE RELOCATED ♦` / 1 TO BE RELOCATED ELEC. LINE 21 TO BE RELOCATED 11e�.. ` EXIST. / �� // i� ►. -_--__,r`. TO BE RELOCATED \-----24----- 1 28—•_-%': ---_ "'-`_y _ _ r r PAD112.0 i I t N am__ --- -`f �'��- 1B` ♦ PI_al li } `2 I 1 W EX I ST . CART PATH 29 I / --_-- r ^ _ -�_ _ PROP. RET . WALLPER � , w (PROTECT IN PLACE) ���. F�4A `\ - 1 1� / AND PP�IITT(TYYPPA) 20 W 20 j ,� _ _ _ _ _ ,? �,I` -�*- Ferias FF-43.69 O - ( 1 _ ♦ •.._�_ -1- - _22-�—= .,� I I, PAD-M.i ` 21 (Q / FF-19- V ` 1' I 3 ` PAD &0 , �' 2 FF.43 DAYL I GHT \ PAD�21.a 1 \ i / �_• ~ LINE r _ 1 + PADW24.0 ,q L76.38 r r' / \ / 1= Y, I t . / --__-_r'.0aqo. 0� - _- _ �' FIFE17 ! Z 7 FF-13 1 L Ir�E � 22 �-� — 2`',g PAD�l6.1 / /' `� / PAD•�a e �i _ - v r / / PERM I SS I OA TO / (� 8E 08tAIN.O 1- S• �� � '1Nf96 / 18 , ♦ / pj__\ C 7)j DAYLIG14T LINE 215 "APPROXIMATE COCAIN PA1 ON OF DENSITY TEST EXIST. ELEC. LINE 1. TO BE RELOCATED / Ago EXIST. 12.5 KV ELEC. LINE EXIST. IRRIGATION LINE TO BE RELOCATED , TO BE RELOCATED PERMISSION TO 14 ♦ BE OBTAINED / FF04eA3 i PADwn.0 I I LINET 50 FARF-_EL i PERMISSION TO BE OBTAINED EXIST. SO LINE 40 20 0 40 80 120 SCALE: 1"=40' DIa AMRT BENCHMARK BASIS OF BEARINGS: M/ `M CITY CFLA.CIJINTABV#M-DpaOw.I4.7COPPERPM_D THE BASIS OF BEARINGS FOFTHIS SURVEY tS rtVW?*Nr. STAWED ILS-411% FLUSH AT t E CENTERLIW THE CALIFORNIA COORDINA FE SYSTEM, CCS INTERSECTIQN OF AVEMJE 64 AND JEFFERSCN STREET. 83, ZONE 6, AS DETERMINES' LOCALLY BY DIAL �� � ELEVATION 32�E{WYM THE LINE BETWEEN USC&GS STATIONS LA CIUINTA CS2005 (P491) AND COLLEGE OF 1-BW227-26M FROACT ELE1'AnCH AT By M30 THE DESERT (COTD), (POSITI )NS PER (To w3b, f*1 Bwvf " h Nk%M 041 im SuDtrd mg NATIONAL GEODETIC SURVE 1, HAD63, AT LEAST TiMO DAY8 *w f'' 41solow shmm). EPOCH 2011.00) AS SHOWN ON THE SORE YOU DO fro ombfrglolem"ft it NOV020 sm 0 w to V* NATIONALGEODEMSURVE(PUBLISHED DATE a eb%WM sho ") DATA SHEETS, BEING: NORT 1140*1610.20" WDER0110M SERVICE ALERT OF BOUTI*TIN CAUFOR IA ELEVAnCN a 3901 WEST. G RM IISS I ON TO ' BE WTANNED EXIST. SO k, LINE r 76410 Gerald Fad Drive. Suite too APPRDVAL e1' am OF LA CILIWA CITY OF LA G UWAI, C4JFOMIA S H E E T o o QAOTESSio Polm Desert, CA 92211 ''Michael BakerPhone: (760) 346-7491 SILIIERROCK RESORT C _ 4 u •.'��� ��'' ro,�' MBAKERINTL.COM ,,/ PA 2 LUXURY HOTEL AND SPA I NTER NATIONAL WiAT4 47 MCKOINEY DATT' ROUM GRADING PLANS OF-CA sl IEETs Itu G7A711 CITY ENGINEER t�0 R * PREPARED UNDER THE DIRECT SUPERVISION OF: DWG. NAME R.C.E. NO. 19418 E>a`. 09/30/20 Q DESCRIPTION APP'D GATE �r�lf oFICA4 F `! �L. OA1E: D % DRAWN DESIGNED JIM NUMBER TOWSHtPA6ESOVTH TNRN\IGEri EASONS T.ANDB 6.R M. FILE NO. a "� MESCALE CHECKED 61 em sm DATE FOR! / R C V I S 1 0 N S DAL KORAVCe .C.E. 3571 W. 06/3�0/2D AS NUM 10/15 19 CN PROJWT na June 3, 2021 Revised July 15, 2021 Josh Frantz SilverRock Phase I, LLC 3551 Fortuna Ranch Road Encinitas, CA 92024 MSA CONSULTING, INC. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING RE: Rough Grade Verification — PA2 Montage Luxury Hotel, Spa & Pool Buildings SilverRock Resort Parcels 3-4, Parcel Map No. 37207 — MSA JN 2502 Dear John: This letter is to verify we have completed a field survey review of the rough grade of the building pads of the SilverRock Resort (PA2 Montage Luxury Hotel, Pool Areas & Spa Areas), in the City of La Quinta, and find the building pads to be in substantial compliance with the approved Precise Grading Plans. Pad grade compliance is defined as plus or minus 0.1-tenth of a foot vertically, as shown on the approved plan. The results are as follows: Bldg # Plan Field Difference Hotel 30.58 30.6 0.0' Pool Bar (Restrooms) 25.68 25.7 0.0' Pool Equip 26.48 26.4 -0.1' Pad #1 33.08 33.0 -0.1' Pad #2 30.08 30.0 -0.1' Spa #1 31.58 31.5 -0.1' Spa #2 33.08 33.1 0.0' Spa #3 30.58 30.5 -0.1' If you have any questions, please contact our office. Very truly yours, q?U2� everly, PLS 8223 Senior Surveyor oNPL �r LUKE R. a LANp BEVERLY O No. 8223 OF CAS-\FO/ 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 MSACONSULTINGINC.COM Ho ra L 3D, 3G• G 3a- 6 So-,6 05 1 6 Ile PAD=30.0 / L112J2 112 FF=30.43 `OAD=30.0 / w 6 11` ` 3 / . S PAD=31.3 N //' /' 1 1466�4 \9� 11470 -�`1 * / � � POOL ` f -• ' / 11468 P/HD=M.& M459 / /' FF=31.93 11294 PAD=31.5 f EXISTING ROCK / / ' /1 1299 FF=33.43 1 1/460 �/ //'�f �, 3 , , M �, �..,f (PROTECT IN PLACE PAD=33.0 / , SPA , 11295 11 1465 FF=31.93 ' � 1 146� / PAD=31.51289 11297 FF=33.43 /' ��, 1 1464 f , PAD�30 ! ,f , , 11463/54� / �• f ,/' 11296 ,f� ,/ f / g� FF=30.93 � d1 f , / PAD=5 �1 1288 11287 / 1286 '� / /1 5 pG(EF+ -71IS'21 1 1278 11276 FF=26.83 0 I l i PAD=26.4 / 112 �i I / 11472 1 � I I � I I i I I \ I 11473 POOL 1 12T CD I I f FF=26.03 w I PAD=25.6 Q I U) A/1271 I DL I I i I j Ire 71 II 1 1475 II 1270 11170 1 170 ,4 o10 N N h n o O n O w CL 0 N a z 25 U FF=26.43 N PAD=26A Lo M=2T k ' I g i 'PI? fit S0 T,� tioc/SFJ 3 17- yPG-. 'LB Tr., �� wo W. SEE SHEET 7 ")7T NNE - I ' Lu ' LLJ 1U) Lu ' C LU ''^ �, J LLJ \� J U F- 1 I RJ CONSTRUCTION NOTES p (AR6iBDC1 00NOWTE rLlTM PM LANWAK AKHIW's PUN 21 030NOCT IWTAINING WALL PER LM09M AIDTITEWS PUA (PER SPANATE RAN NO ?MIT) ® 036IRCT SW BILL PER LADISM AKHITECT'S PUN (PER SI MI[ PLAN NO PETBBT) ® COISTRAI 6* YIN. PCC GQF CART PA14 A FIRE ACCESS ROAD M COPACIED NATIVE SOIL (SE PLAN FOR WIDTH) (8 INSTAL GRASS'AVF2 I" LANDO E ARCHITECT'S RAN NO WAAFACRIWR'S PWOU1101I04S (sEE PLAN FIR BIRTH) INSTALL PUL FENCING PER LANDSCAPE ARCHITECT'S PUN ® INSTAL W"ILS PER ABNFRM PLANS ® MNSTW SOM BALL PER LANDSCAPE ADR%V'S PLAN ® INSTALL PLNAILfNr 'POSTING* SIGN I/ U7TIRIN G iD PAWING - FIRE LAW - CVC 225M. 1' ® INSTAL sIGNAI *FOR FmRa)c 1fl114ET. OLf CANTS. s w KiDw E 1EHIDEs OlT- 05 INSTALL FIRE LANE SLNCD ING EVERE b FT- •1a PAWING - FIVE LAIW LTC 2250DA' SEE SHEET 15 FOR STORM DRAIN IMPROVEMENTS LEGEND 0111,00 — ....... ADA PATH OF TRAVEL M ..... A1iSS TO EUILDING 20 10 0 20 AO 60 SCALE: 1'-20 BENCHMARK BASIS OF BEARINGS: wPRwK a• c,r. o� u a wr• CffV OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET Ill�lfl DE ����� anau.3TAWOrSWFLUSM •1awIILF—F NDNVYEAT.DT,Y.[D \S V. FL04+ AT DRC(ATALLI THEywSOFBEARINGSFORTH6wRVEYIs _ aP42 R v.xaFTETswsHILCT TME0K6,AsIDmRMfNfOLOCALLYBY 93. - p StL Tr f PRECISE GRADING PLAN 2 014-$W(%AV �'a"1 QMGVDT31 LINEBETWEENUSCLEO TATIONBV oT" '��+ :+ �y INTERNATIONAL Lw_lLel, SILVERROCK RESORT DIAL rWDWORIGNC QUIN7A S2OOS(NUSCBGSSTATIGEOF OWNT4 CS2005 (P491IAND COLLEGE OP - ,, D•,EL�L MONTAGE LUXURY HOTEL DF SHEETS EWE:CJRE DAYS BEFORE .r:�HtvAtRY�ArNy •ty THE DESERT(COTDN.(POSMM PER NT CAiFp �^ TS<fO GtNBb Fa00nve.5ullR itp BRr YcMh �1 DWG. NAME YOU CHG YOU ORC -cw Hop tngem...lavlxBOrw. SANSJ1 SSr NATIONAL GEODETIC SURVEY, NADU • • PEAR DAs.L CAB2211 O" ENGINEER PRECISE GRADING PLAN TOLL FREE TELEPHONE: 81' w,TTn EI...m,.-NGwn Aa F- EPOCH 2O11.00 AS SNOWW ON THE N .� Cry {L r Pp1q: (701307481 E/BANF.PoNTL.COM 0.CE NO, A9418 EJIP. Pro/1o/u MONTAGE SPA DATE BY OESCRIPTON APRb DA TL DNArm ORR 1. DLra+ED AIB NUYBER pIRr4 10, Is FILE N0. A PUBLIC SERVICE BY ,.u, amJ'n E-a Vsn1 SURVEY PUBUSNE. ;,.,,' �` Of (Y,L1V LOGTTM 9111BR 1B 1/A ff YC. S BT . BE l Y 1/A CF SEX. B. t.E6.,R. A... S B.B.A Y. UNDERGROUND SERVICE ALERT ., ,qN, Jwy DATIONAETSOa.: DATA SHEETS. BONG: NORTH 407690.20' WEST :�al1V2O21 1004ALL TYL.MI RR� NO. cEw9D. Ex�. s sI .� SATE: PG2019-DO18 --. R E V I S 1 0 N 5 SCALE AS NOIFD cTEaRED Rv " JUNE mt F� CITY PROJECT NO. PG201S-0MIS I a CONSTRUCTION NOTES @ CONSTRUCT CONCRETE FLATMORK PER LANDSCAPE ARCHITECT'S PLAN 13 CONSTRUCT 3.5' MIN. POC SIDEWALK PER LANDSCAPE ARCINTECT'S PLAN (WIDTH PER RAN) 21 SEE SHEET 16 FOR STORM CONSTRUCT RETAINING WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) CONSTRUCT 6• YIN. Pfx 6AF CART PATH t FIRE ACCESS ROAD OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) DRAIN IMPROVEMENTS ©5 INSTALL POOL FENCING PER LAKWAPE ARCHITECT'S PLAN ®INSTALL FIRE LAW STENCILING EVERY 30 F-T. 'NO PAWING FIRE LAW - LVC 22500.1• LEGEND 73C5 , � / HATER An r� w 6s / RIW30.83 -- 80T=30.62 OMC. ww RR LNIMC((TVP.) FIM6 ■ N E 3 0 0 0 1 ADA PATH OF TRAVFI 4$ ... ACCESS 10 BUILDING MATCHLINE - SEE SHEET 3 --------------------------------------------------- FF=31.00 PE=30.58 (PE=30.5) RA91ER AEA I w.asS �9 - aOG. w[svrc 1 � ) MATCHLINE - SEE SHEET 5 10 5 D 10 20 0 SCALE: 1� 1 ESN RECFPTACIFF I 5IME AV 1 I 1 I' FF=31.00 1 PE=30.58 (PE=30.5) F,O ; W 5o.9e�s W �.uS W 0.5 29.WS 70F5 330.5 5 W G FG (n jj 29. 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NAME YOU DIGOU DIG Ro a00r Ppldenee..n14We/OrmSmba[I+YA vATIONAL GEODETIC SURVEY, NAD83, A A PHmo. l7e0131&7181 ML9A1(ERINTL.(X1M R.GF. NP 4a1e E%P, 0p/3p/2ZEPO0H2O1100]ASSHOWNONTHE s CIYKL MONTAGE HOTEL LOBBY POLL FREEONE: 81l (Y.~P.,dNlq w.Y mAmeArbh NATIONAL GEODETIC SURVEYPUBUSHEO ���f \ .I-:_.. DRAWN DETPOED JDB NUMBER FILE NO. A PUBLIC SERVICE By �b.eRnn saeo DATE WY DESCRIPBaN APPb GATE OP CAL\ ORRIRE CMR/RF 11I+Te - CCAID WIINBN 9110F SEC. 5 BEM, WESE I/IR SEC S. TAS.,RJE., S.B.B.B e. DATA SHEETS, BEING: N00.7N 40'16'302P 00/11/2021 UNDERGROUND SERVCE ALERT ar"TION, 1w WFSi. R E V I S I N S MIC7HAEL TYLMAN RCE NO. C43090, ESP 3-SI-22 DATE .— AS`�R'D dam Rv D"R �UNF mit es CITY PROJECT NO PG2019-0018 PG2019-0018 n.75 F I � 28.69FS ~ rl� LL J �2, zs) Sze scrc --_y� w 1 1 I.On I LIU W Is 76iS 28.6 28. 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PCC GOLF CART PATH lA FIRE ACCESS ROAD OVER COWACTIED NATIVE SOIL (SEE PLAN FOR WIDTH) © INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN ®INSTALL FIRE LANE STENCILING EVERY 30 FT. -NO PARKING - FIRE LANE - CVC 22500. 1' 10 s 0 to 20 30 SCALE: 1 •-10' /III G.- BENCHMARK BASIS OF BEARINGS: APPNw4.V CITY OF LA OUINTA, COUNTY OF RIVERSIDE. STATE OF CALIFORNIA SHEET O� II OTYOFugIM,AeYRW•Dm*6m'IgQ0i ..'r: WIRRBFE.STAWW §r,HAISHATTE�kP'' I,IE BASIS OF BEARINGS FOR THIS SURVEY IS fHEUIIFOR4ACOORDINATE 5Y5TEM,CCS QgpEE85r�F M / PRECISE GRADING PLAN a lSLI !1 MFERSeCTION0FAYEMIESEAFOJRFHWONSTFIF g3,LONEfi,ASOETFRMINFDLOCAIIYBY 1P� �fl 7/ �: RESORT sINTAGE oIAL two woRKINe arownOw la +� I HE LINE BETWEEN USCAGS STATIONS IA QUINTA C52005 HR4911 AND COLLEGE OF W ti >°. INTERNATI 0 MAL DATE LUX MONTAGE LUXURY HOTEL OF SHOTS BEFORE OAYs 19EFORE YOU DIG YOU DIG PROAC1 E1EVA xN ATINISM ITa oAhn F'epYONeeNr.1RN1YDMAARA&OFrJr Se: IHE MERT ICOTDI, IROSITIONS PER 75410 Genw FC DJ .Suee 100 Fn uA010 Perm D.W.CA 92211 0 ENONLEREY PRECISE GRADING PLAN DVIC. NAME TOLL FREE TELEPHONE: f POCH 2 2I. GEODETIC SURVEY. O NAO83. IMTIONALG.00IA55110WNONTHE * i, trvl� � P+�•'I7solOw7Fe+ MBAA�RINTL.caE R.GE. ND. ~8 Eta_ 09/3e/22 MONTAGE HOTEL LOBBY DAn BY OESERIPTIgF APRb DALE ORAMi ORR, ME DfSRkO 011.9l NE '� NIYBEA IeT1T FILE No' 811 (TAoeMAgpr ReRRD9$AMOBrrr= elwRweswq. NATIONAL GEODETIC SURVEY IE OF CAL\`_ -' -' - LODIED WITHIN 9 1/1 CF SEC, 5 t Nt. W k Y I/A ? SEC . 8, T.BS..R. h_ „ 5.9.8.6 N A PUBLIC SERVICE BY AWIP11E0 DATA SHEFi; BEOeG' NORTH AO'16'30.10' 06/tA/2p21 PG2019-OOtB R E V I S 1 0 N S AS NOTED °EOM R'i °Arz JuNIE zm, � CITY PROJECT NO. PG2019-0018 UNDERGROUND SERVICE ALERT IAkWRON°RIOT WEST. MICHAEL TYIMAN ROE NO. C43090, TIM 3-31-22 i;,