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BWFE2022-0021ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT GENSLER SAN DIEGO 225 BROADWAY STE 100 SAN DIEGO CA 92101 (949)222-3743 teaka_mccarthy@gensl er.com CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL DUANE CLAYTON 3/10/2022 3/10/2022 - NOTIFIED APPLICANT THAT PLAN REVIEW IS COMPLETE, AND APPROVED. LOCATION TRANSFER DUANE CLAYTON 3/10/2022 3/10/2022 - LOCATION TRANSFER FROM 79179 AHMANSON TO 79187 AHMANSON TO REFLECT ADDRESSING EXHIBIT FOR PROJECT. NOTE DUANE CLAYTON 3/2/2022 3/10/2022 - BUILDING REVIEW APPROVED, PENDING PLANNING REVIEW RESULTS. - PLANNING REVIEW APPROVED. CONDITIONS Description: SILVER ROCK LODGING LLC / 450LF OF CMU WALLS Type: WALL/FENCE (WEB)Subtype: SPECIAL/ENGINEERED DESIGN Status: ISSUED Applied: 1/24/2022 ECON Parcel No: 777490012 Site Address: 79187 AHMANSON LN LA QUINTA,CA 92253 Approved: 3/10/2022 DCL Subdivision: PM 33367 Block: Lot: 20 Issued: 3/24/2022 AOR Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $20,000.00 Occupancy Type: Construction Type: Expired: 3/24/2023 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 450LF OF 8' CMU WALLS AT NORTH SIDE, MEN'S GARDEN, AND WOMEN'S GARDEN AREAS OF SPA BUILDING [COFFMAN ENGINEERING]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. Printed: Tuesday, July 19, 2022 10:28:02 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0021 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR R D OLSON 400 SPECTRUM CENTER DR. STE 1200 IRVINE CA 92618 (949)222-3743 JRAMIREZ@RDOLSON. COM OWNER SilverRock Lodging LLC 343 4th Ave, Suite 100 San Diego CA 92101 (949)222-3743 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WALL/FENCE - EA ADDITIONAL 50LF 101-0000-42404 0 $116.69 $116.69 3/24/22 WEB11122 636159820 31 CREDIT 953845 ECON WALL/FENCE - FIRST 100LF 101-0000-42404 0 $55.58 $55.58 3/24/22 WEB11122 636159820 31 CREDIT 953845 ECON WALL/FENCE - FIRST 100LF PC 101-0000-42600 0 $69.47 $69.47 3/24/22 WEB11122 636159820 31 CREDIT 953845 ECON Total Paid for BLOCK WALL 2021: $241.74 $241.74 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 3/24/22 WEB11122 636159820 31 CREDIT 953845 ECON Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 3/24/22 WEB11122 636159820 31 CREDIT 953845 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/24/22 WEB11122 636159820 31 CREDIT 953845 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$258.74 $258.74 Printed: Tuesday, July 19, 2022 10:28:02 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0021 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/10/2022 DUANE CLAYTON PLAN SET (APPROVED)BWFE2022-0021 - PLAN SET (APPROVED).pdf 1 DOC 1/24/2022 Etrakit Contractor HS GARDEN WALL DRAWINGS HS Garden walls.pdf 1 BOND INFORMATION FOOTINGS DCL 5/13/2022 5/13/2022 APPROVED - NORTH WALL AT WOMEN'S GARDEN, AND REMAINING WALL FOOTINGS AT MEN'S GARDEN. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS - ETRAKIT (1 DAY) DUANE CLAYTON 1/24/2022 1/25/2022 3/2/2022 APPROVED - APPROVED, PENDING PLANNING REVIEW. 1ST PLANNING – ETRAKIT (1 WK) CARLOS FLORES 3/2/2022 3/9/2022 3/9/2022 READY FOR APPROVAL PARENT PROJECTS Printed: Tuesday, July 19, 2022 10:28:02 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER BWFE2022-0021 Gensler Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United StatesSILVERROCK LODGING, LLC MONTAGE LA QUINTA - MAIN HOTEL & SPA 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 55 . 7 5 9 8 . 0 0 0 _ H 1 M O N T A G E L A Q U I N T A - M A I N H O T E L & SP A DEVELOPER 3551 Fortuna Ranch Road Encinitas, CA 92024 760.634.6543 SilverRock Lodging, LLC CIVIL ENGINEER 75-410 Gerald Ford Drive Suite 100 Palm Desert, CA 92211 760.346.7481 Michael Baker International LANDSCAPE 307 S. Cedros Ave. Solana Beach, CA 92075 858.794.7481 Burton Landscape Architecture Studio MECHANICAL AND PLUMBING ENGINEER 1165 Joshua Way Vista, CA 92081 760.599.0500 ICS STRUCTURAL ENGINEER 1455 Frazee Road Suite 600 San Diego, CA 92108 619.321.0798 Coffman Engineers, Inc. ELECTRICAL ENGINEER 2778 Loker Avenue West Carlsbad, CA 92010 760.692.0700 Rowan Electric INTERIOR DESIGNER 465 California Street Suite 350 San Francisco, CA 94101 415.291.8100 Brayton Hughes Design Studio FOOD SERVICE 240 3rd Street Suite 2B Oakland, CA 94607 415.677.1200 The Marshall Associates ACOUSTIC 1935 N. Marshall Avenue El Cajon, CA 92020 619.596.4800 Idibri, Inc. MONTAGE HOTEL - ISSUE FOR CONSTRUCTION 09/08/2020 VOLUME 1 OF 3 VOLUME 1 CONTENTS: GENERAL SHEETS CIVIL H1 ARCHITECTURE H1 STRUCTURAL H1 MECHANICAL H1 PLUMBING H1 ELECTRICAL GENSLER PROJECT NUMBER: 055.7598.000 B TYP. VOLUME 2 OF 4 1s t R e l e a s e d b y R o b e r t G r e e n f o r G M P R e f r e s h o n 4 / 1 5 / 2 1 1s t R e l e a s e d b y R o b e r t G r e e n f o r G M P R e f r e s h o n 4 / 1 6 / 2 1 BWFE2022-0021 - 79187 AHMANSON SILVER ROCK LODGING LLC / 450LF OF CMU WALLS 450LF OF 8' CMU WALLS AT NORTH SIDE, MEN'S GARDEN, AND WOMEN'S GARDEN AREAS OF SPA BUILDING [COFFMAN ENGINEERING]. PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2019 CALIFORNIA BUILDING CODES. 03/10/2022 79187 AHMANSON LN PROJECT SITE PROJECT SITE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2020 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 12" = 1'-0" 8/14/2020 8:06:00 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/H1_GEN_Architecture_55.7598.004_R19.rvt MH G00.001 CODE ANALYSIS / PROJECT INFORMATION 55.7598.000_H1 MONTAGE LA QUINTA - MAIN HOTEL & SPA SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 VICINITY MAP BUILDING CODE DATAAPPLICABLE CODES AND REGULATIONS LOCATION MAP CALIFORNIA CODE OF REGULATIONS (CCR): TITLE 8: INDUSTRIAL RELATIONS TITLE 17: PUBLIC HEALTH TITLE 19: PUBLIC SAFETY TITLE 20: PUBLIC UTILITIES AND ENERGY TITLE 21: PUBLIC WORKS TITLE 24: CALIFORNIA BUILDING STANDARDS CODE •PART 1: 2016 BUILDING STANDARDS ADMINISTRATIVE CODE •PART 2: 2016 CALIFORNIA BUILDING CODE •PART 3: 2016 CALIFORNIA ELECTRICAL CODE •PART 4: 2016 CALIFORNIA MECHANICAL CODE •PART 5: 2016 CALIFORNIA PLUMBING CODE •PART 6: 2016 CALIFORNIA ENERGY CODE •PART 9: 2016 CALIFORNIA FIRE CODE •PART 11: 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE •PART 12: 2016 CALIFORNIA REFERENCE STANDARDS CODE TITLE 25: HOUSING AND COMMUNITY DEVELOPMENT TITLE 26: TOXICS CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT CALIFORNIA ENVIRONMENTAL QUALITY ACT REQUIREMENTS OF THE REGIONAL WATER QUALITY BOARD REQUIREMENTS OF THE STATE FIRE MARSHALL & RIVERSIDE COUNTY FIRE DEPARTMENT CITY OF LA QUINTA MUNICIPAL CODE, TITLE 08, 09,12,13,14 NFPA NATIONAL FIRE PROTECTION AGENCY 101 LIFE SAFETY CODE NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2016 EDITION; NFPA 24 PRIVATE FIRE MAINS 2016 EDITION NFPA 72 NATIONAL FIRE ALARM CODE 2016 EDITION ASHRAE INDOOR AIR QUALITY STANDARD 62-1989 2010 ADA ACCESSIBILITY GUIDELINES FOR THE AMERICANS WITH DISABILITIES ACT, TITLE 24 ADAAG MONTAGE HOTEL RECEPTION & FOOD SERVICE BUILDING CODE SUMMARY CONSTRUCTION TYPE:VB FIRE PROTECTION:SPRINKLER PER CBC 2016, 903.3.1.1 / NFPA 13 OCCUPANCY:A-2 AND B NONSEPARATED OCCUPANCY (CBC 2016, SECTION 304/508.3) BUILDING HEIGHT:20’HEIGHT –ALLOWABLE 40’MAXIMUM HEIGHT, WITH AREA INCREASE (CBC 2016, TABLE 504.3) STORIES: 1 STORY –ALLOWABLE 1 STORY, WITH AREA INCREASE (CBC 2016, TABLE 504.3) AREAS:28,000 GSF –ALLOWABLE 28500 GSF WITH AREA INCREASE(CBC 2016 506.2 & 506.3) INCREASE CALCULATION: 24,000 + (6000 X 0.75 ) = 24000 + 4500 = 28500 GSF W = 837'X30)/ 837 = 30 IF = 837/837 X 30/30.75 X 1 = 0.75 FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS BUILDING ELEMENT FIRE RATING (HR) PRIMARY STRUCTURAL FRAME 0 BEARING WALLS, EXTERIOR 0 BEARING WALLS, INTERIOR 0 NONBEARING WALLS, EXTERIOR 0 NONBEARING WALLS, INTERIOR 0 FLOOR CONSTRUCTION N/A & SECONDARY MEMBERS ROOF & ROOF OVERHANGS 0 STAIRS N/A CORRIDORS PER CBC 2016 2010.1 0 FIRE SEPARATION:< 10’= 1 HR. / >10’= 0 HR. ROOF OVERHANGS: FIRE SEPARATION DISTANCE <2’= NOT ALLOWED; 2-3’=24”; >3’24”+8”FOR EVERY FOOT FSD BEYOND 3’ ROOF CLASS:CLASS A (PER LA QUINTA ORDINANCE) MONTAGE HOTEL POOL STRUCTURES CODE SUMMARY CONSTRUCTION TYPE:VB FIRE PROTECTION:SPRINKLER PER CBC 2016, 903.3.1.1 / NFPA 13 OCCUPANCY:A-3 AND ACCESSORY B (CBC 2016, SECTION 304) BUILDING HEIGHT:20’HEIGHT –ALLOWABLE 40’MAXIMUM HEIGHT, WITH AREA INCREASE (CBC 2016, TABLE 504.3) STORIES: 1 STORY –ALLOWABLE 1 STORY, WITH AREA INCREASE (CBC 2016, TABLE 504.3) AREAS:4000 GSF POOL STRUCTURES –ALLOWABLE 24000 GSF WITHOUT INCREASE (CBC 2016 506.2 & 506.3) FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS BUILDING ELEMENT FIRE RATING (HR) PRIMARY STRUCTURAL FRAME 0 BEARING WALLS, EXTERIOR 0 BEARING WALLS, INTERIOR 0 NONBEARING WALLS, EXTERIOR 0 NONBEARING WALLS, INTERIOR 0 FLOOR CONSTRUCTION N/A & SECONDARY MEMBERS ROOF & ROOF OVERHANGS 0 STAIRS N/A CORRIDORS (PER CBC 2016 2010.1)0 FIRE SEPARATION:< 10’= 1 HR. / >10’= 0 HR. ROOF OVERHANGS: FIRE SEPARATION DISTANCE <2’= NOT ALLOWED; 2-3’=24”; >3’24”+8”FOR EVERY FOOT FSD BEYOND 3’ ROOF CLASS:A PER CBC 1505.1.1. (THE PROJECT IS IN A NON-VHFHSZ PER FHZS-LRA MAP 12.24.2019) MONTAGE HOTEL SPA BUILDING CODE SUMMARY CONSTRUCTION TYPE:VB FIRE PROTECTION:SPRINKLER PER CBC 2016, 903.3.1.1 / NFPA 13 OCCUPANCY:A-3 AND ACCESSORY B (CBC 2016, SECTION 304) BUILDING HEIGHT:20’HEIGHT –ALLOWABLE 40’MAXIMUM HEIGHT, WITH AREA INCREASE (CBC 2016, TABLE 504.3) STORIES: 1 STORY –ALLOWABLE 1 STORY, WITH AREA INCREASE (CBC 2016, TABLE 504.3) AREAS:20,000 GSF SPA BUILDING –ALLOWABLE 24000 GSF WITHOUT INCREASE (CBC 2016 506.2 & 506.3) FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS BUILDING ELEMENT FIRE RATING (HR) PRIMARY STRUCTURAL FRAME 0 BEARING WALLS, EXTERIOR 0 BEARING WALLS, INTERIOR 0 NONBEARING WALLS, EXTERIOR 0 NONBEARING WALLS, INTERIOR 0 FLOOR CONSTRUCTION N/A & SECONDARY MEMBERS ROOF & ROOF OVERHANGS 0 STAIRS N/A CORRIDORS (PER CBC 2016 2010.1)0 FIRE SEPARATION:< 10’= 1 HR. / >10’= 0 HR. ROOF OVERHANGS: FIRE SEPARATION DISTANCE <2’= NOT ALLOWED; 2-3’=24”; >3’24”+8”FOR EVERY FOOT FSD BEYOND 3’ ROOF CLASS:CLASS A (PER LA QUINTA ORDINANCE) PROJECT INFORMATION SCOPE OF WORK SUBMITTAL DOCUMENTS FOR FIRE DEPARTMENT ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE FIRE DEPARTMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE FIRE DEPARTMENT ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ITEMS TO HAVE FIRE DEPARTMENT SUBMITTALS AND PERMITS INCLUDE: 1.FIRE SPRINKLER SYSTEMS AND CALCULATIONS 2.ALARMS SYSTEMS 3.PRIVATE FIRE MAINS 4. FACILITY UNIT ADDRESSING PLAN FIRE DEPT. SUBMITTALS & PERMITS NEW CONSTRUCTION OF HOTEL AND SPA BUILDINGS, INCLUDING POOLS AND ACCESSORY STRUCTURES. NEW LANDSCAPE, SITE ACCESS, SITE DRY UTILITIES, AND SITE LIGHTING. RELATED BUT SEPERATE PERMITS ARE BEING PROCESSED FOR GRADING, STORM WATER & WET-UTILITIES AND HEALTH DEPARTMENT PERMITS RELATED TO FOOD SERVICES AND POOLS. SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ITEMS TO HAVE DEFERRED SUBMITTAL INCLUDE: 1. FIRE SPRINKLER SYSTEM 2016 CFC 903 AND 2016 NFPA 13 2. FIRE ALARM SYSTEM 3. CURTAINWALL SYSTEM 4. STOREFRONT SYSTEM 5. POOLS & WATER FEATURE 6. HOOD FIRE SUPPRESSION SYSTEM 7. PRIVATE FIRE MAINS 8. FUEL GENERATOR 9. SAUNA AND STEAM ROOM DEFERRED SUBMITTALS BUILDING OWNER: TENANT: ARCHITECT GENERAL CONTRACTOR INTERIOR ARCHITECT STRUCTURAL ELECTRICAL MECHANICAL / PLUMBING FIRE SUPPRESSION LOW VOLTAGE NAME: SILVERROCK LODGING, LLC ADDRESS: 3551 FORTUNA RANCH ROAD ENCINITAS, CA 92024 CONTACT: BILL ENGLE TELEPHONE: 760.634.6543 EMAIL: bill@therobertgreencompany.com NAME: MONTAGE INTERNATIONAL ADDRESS: 30801 SOUTH COAST HIGHWAY LAGUNA BEACH, CA 92651 CONTACT: MICHAEL PANERI TELEPHONE: 949.715.5005 EMAIL: mike.paneri@montage.com NAME: GENSLER ADDRESS: 225 BROADWAY SUITE 100 SAN DIEGO, CA 92101 CONTACT: ANDREW MICHAJLENKO TELEPHONE: 619.557.2500 FAX: 619.557.2520 EMAIL: andrew_michajlenko@gensler.com NAME RD OLSON ADDRESS 2955 MAIN ST., 3rd FLOOR IRVINE, CA 92614 CONTACT: JOHN RAMIREZ TELEPHONE: 949.474.2001 EMAIL: robert@fdgroup.us NAME: BRAYTON HUGHES ADDRESS: 465 CALIFORNIA STREET SUITE 350 SAN FRANCISCO, CA 94101 CONTACT: ROBEL DIMAANO TELEPHONE: 415.291.8100 EMAIL: rdimaano@bhdstudios.com NAME: COFFMAN ADDRESS: 1455 FRAZEE ROAD SUITE 600 SAN DIEGO, CA 92108 CONTACT: JIM AMUNDSON TELEPHONE: 619.321.0798 EMAIL: jim.amundson@coffman.com NAME: ROWAN ELECTRIC ADDRESS: 2778 LOKER AVENUE WEST CARLSBAD, CA 92010 CONTACT: PAUL ROWAN TELEPHONE: 619.719.8929 EMAIL: paul@rowanelectric.com NAME: MA ENGINEERS ADDRESS: 5160 CARROLL CANYON RD #200 SAN DIEGO, CA 92121 CONTACT: DAVID NOJI TELEPHONE: 858.200.0030 EMAIL: dnoji@ma-engr.com NAME: N/P MECHANCIAL ADDRESS: 9225 STELLAR COURT SUITE A CORONA, CA 92883 CONTACT: ALDO ANGELLO TELEPHONE: 951.667.4220 EMAIL: aldo.angello@riceservicesinc.com NAME: ULTIMATE COMMUNICATIONS SYSTEMS ADDRESS: 2579 W WOODLAND DR ANAHEIM, CA 92801 CONTACT: ROBERT BOHAN TELEPHONE: 714.484.3101 EMAIL: rbohan@ucomsys.com MONTAGE SITE PA 2 APN:777-490-041 PARCEL:4 OF PM 37207 ADDRESS: 52-000 SILVERROCK WAY LA QUINTA, CA 92253 PLUMBING FIXTURE COUNTS A 2019_10-29 PERMIT SET A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_01-31 CD - PERMIT 3RD CYCLE C 2020_05-08 CD - PERMIT 4TH CYCLE 1 2020_09-08 ISSUE FOR CONSTRUCTION B B TYP. C C 1s t R e l e a s e d f o r G M P R e f r e s h b y R o b e r t G r e e n o n 4 / 1 6 / 2 1 THE PROJECT SHALL CONSISTS OF THE CONSTRUCTION OF APPROXIMATELY 450 LINEAR FEET OF CONCRETE MANSONRY UNIT GARDEN WALLS, 8'-0" TYPICAL UNLESS NOTED. MH G00.001 HS A02.101 CH A08.120 CH A08.121 CH S08.103 PROJECT DATA, DRAWING INDEX ENLARGED SITE PLAN, LEGEND CONSTRUCTION DETAILS CONSTRUCTION DETAILS STRUCTURAL DETAILS DRAWING INDEX NUMBER NAME 03/10/2022 P−8 (LAP POOL) 105GPM SP−8 (COLD) 70GPM SP−6 (SPA) 105GPM F−4 (FOUNTAIN) 70GPM SP−7 (COLD)70GPM SP−6 (SPA) 105GPM SP−4 (SPA)120GPM TREATMENT PREP, LINEN/PRODUCT STORAGE 332 EMPLOYEE RR's & LOCKERS 334 ELEC. ROOM 336 SERVICE PANTRY 365 FITNESS 316 SALON 314 LOBBY/LOUNGE 311 TREATMENT ROOM 346 TREATMENT ROOM 347 TREATMENT ROOM 348 TREATMENT ROOM 341TREATMENT ROOM 342 TREATMENT ROOM 343 TREATMENT ROOM 344 TREATMENT ROOM 345 TREAT. ROOM 355 TREAT. ROOM 354 TREAT. ROOM 353 TREAT. ROOM 352 LARGE TREAT. ROOM 349 ACC. TREAT. RM 350 COUPLES TREAT. RM. 351 ADMIN. 312 221914121713 23 E E F F H K L 7 954312 C B D G J P 11108 15' - 4"38' - 8"68' - 7"10' - 6"25' - 5"14' - 8 1/2"10' - 4"13' - 8"24' - 0"24' - 0"15' - 2"8' - 10" 4' - 4"4' - 3" 15' - 5"15' - 7"8' - 5" 3' - 10 1/2" 4' - 3" 15' - 10 1/2"6' - 10" PROPERTY LINE MONTAGE HOTEL GUESTROOM VILLA F I R E L A N E A N D S E R V I C E D R I V E SL O P E S U R F A C E M A X 1 / 2 0 21 A M 181615 20 E.2 2' - 9" 14' - 6" 9' - 0" 12' - 5" 10' - 6" 17' - 1" 5' - 6" 19' - 8" 5' - 6" 19' - 0" 19' - 6" 19' - 7" 10' - 6" 6 EXTERIOR CORR. 362 HOT WATER / JAN CLOSET 333 MECH ROOM 358 MEN'S STEAM ROOM 329 MEN'S SAUNA 328 WOMEN'S STEAM ROOM 324 WOMEN'S SAUNA 323 DIRECTOR OFF. 313 RA M P D N RAMP DN A.01 N Q R S MA T C H L I N E S E E / 1 HS A 0 2 . 2 0 1 MA T C H L I N E S E E / 1 HS A 0 2 . 2 0 2 MA T C H L I N E S E E / 1 HS A 0 2 . 2 0 1 MA T C H L I N E S E E / 1 HS A 0 2 . 2 0 2 1' - 7" 18' - 1" 17' - 0" 9' - 2" 5' - 2" 15' - 6" MEN' LOCKER ROOM 327 MEN'S LOUNGE 330 MEN'S RESTROOM 357 RECEPTION 320 CO-ED LOUNGE 321 MEN'S GARDEN 338 WOMEN'S GARDEN 360 WOMEN'S LOCKER ROOM 322 WOMEN'S LOUNGE 325 POOL EQUIPMENT ROOM #2 340 FIT. STUDIO 359 348' - 0 1/2" 165' - 6" 64 64 117 117 117 IDF ROOM 335 170 170 170 173 173 173 202 99 SL O P E S U R F A C E M A X 1 / 2 0 CONSTRUCTION PLAN SHEET NOTES 1. REFER TO MH G02.001 FOR GRAPHIC SYMBOLS & ABBREVIATIONS, MH G03.001 FOR GENERAL NOTES, THE MH A10 SERIES SHEETS FOR SCHEDULES, AND MH G04.001, MH G05.001 AND MH G05.002 FOR ACCESSIBILITY REQUIREMENTS, CLEARANCES AND MOUNTING HEIGHTS. 2. PLEASE REFER TO SHEET MH A10.100 FOR EXTERIOR WALL TYPES AND SHEET MH A10,200 FOR INTERIOR PARTITION TYPES. 3. PROVIDE LVL 4 FINISH AT ALL GYP.BD SURFACES, U.O.N. REPAIR SURFACES TO MATCH ADJACENT OF ADJOINING SURFACES WHERE CONDITION OCCURS. 4. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF CONSTRUCTION ELEMENTS; ALSO ANY UNFORESEEN JOB CONDITIONS WHICH MIGHT AFFECT PROJECT COSTS. ADDITIONAL WORK AND/OR COSTS MUST BE APPROVED IN WRITING PRIOR TO START OF CONSTRUCTION. 5. OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING OR ADJUSTING EXISTING BUILDING SYSTEMS, ARCHITECTURAL ELEMENTS, OR FIELD CONDITIONS NOT NOTED ON THE CONSTRUCTION DOCUMENTS REQUIRED TO FIT PLANS. 6. ALL PARTITIONS ARE DIMENSIONED FROM FINISHED FACE TO FINISHED FACE UON. REFER TO SHEET MH G03.001 FOR GENERAL NOTES AS REQ. FOR PARTITIONS. 7. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST ALLOW FOR THICKNESS OF ALL WALL FINISHES, BE ACCURATELY MAINTAINED AND SHALL NOT VARY MORE THAN 1/8" WITHOUT WRITTEN APPROVAL FROM ARCHITECT. 8. DIMENSIONS MARKED +/- MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSIONS. NOTIFY ARCHITECT OF ANY DIMENSION EXCEEDING TOLERANCE & OBTAIN WRITTEN APPROVAL FROM ARCHITECT BEFORE PROCEEDING. 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVERALL ALL OTHER PLANS. 10. ALL WORK SHALL BE ERECTED & INSTALLED PLUMB, LEVEL, SQUARE, TRUE & IN PROPER ALIGNMENT. 11. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 12. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED, WHERE SPECIFIED DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 13. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL & PROVIDE SEALANT AS REQ'D. INSTALL METAL EDGE TRIM AT EXPOSED GYPSUM BOARD EDGE. 14. USE 5/8" TYPE 'X' GYP. BD. THROUGHOUT. 15. PROVIDE EXTRA STUDS AS REQUIRED TO MOUNT ELECTRICAL OR MECHANICAL CONTROLS. INSURE STUDS REMAIN PLUMB. CRIMP OR SCREW ATTACH TO RUNNERS AS REQUIRED. 16. ALL GLASS TO BE CLEAR TEMPERED GLASS UON GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. ALL EXPOSED EDGES SHALL BE POLISHED. 17. PREP SLAB AS REQUIRED FOR SPECIFIED FINISH REF. FINISH PLAN 18. ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED & SEALED WITH FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BLDG AND FIRE CODES. 19. ALL PENETRATIONS THROUGH ONE HOUR FIRE RATED PARTITIONS SHALL BE PROTECTED WITH UL LISTED FIRE STOP SYSTEM. 20. ALL PENETRATIONS @ WALLS SHALL HAVE ACOUSTICAL SEALANT. 21. ELECTRICAL PANELS SHALL NOT BE LOCATED WITHIN FIRE-RATED CORRIDORS. 22. DOOR JAMB LOCATIONS SHALL BE TYP. 4" FROM ADJ. WALL. REFER TO 01/MH G05.001 FOR ALL REQUIRED ADA DOOR CLEARANCES. 23. NEW INTERIOR DOORS/FRAMES SHALL BE FACTORY FINISHED U.O.N.. 24. PATCH AND REPAIR SURFACES DAMAGED AS A RESULT OF WORK PERFORMED ON THIS PROJECT. PATCH & REPAIR EXIST SURFACES AS REQ'D TO RECEIVE NEW FINISH. 25. PROVIDE PAINTED LAYOUT FOR REVIEW BY ARCHITECT PRIOR TO INSTALLATION OF TRACK AND STUDS. LAYOUT TO INCLUDE PARTITIONS, MILLWORK, SOFFITS, LIGHTS AND ALL SIGNIFICANT ARCHITECTURAL FEATURES. ANY CHANGES REQUIRED DUE TO UNFORESEEN FIELD CONDITIONS SHALL BE ACCOMMODATED AT THE TIME OF REVIEW BY THE ARCHITECT. 26. PROVIDE BACKING STUDS AND/OR 18 GA. BY 6" WIDE BACK'G PLATES WHEN REQUIRED FOR SUPPORT U.O.N. 27. GC TO PROVIDE NECESSARY BACKING AT ALL WALLS TO RECEIVE NEW MILLWORK. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 4'-0" IN HEIGHT. ALL CONCEALED LUMBER & BLOCKING IS TO BE FIRE TREATED. 28. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. 29. PROVIDE BLOCKING PER MANF RECOMMENDATION FOR WALL OR CEILING MOUNTED EQUIPMENT OR FURNISHINGS. 30. REFER TO WALL TYPES AND CROSS HATCHED AREAS ON FLOOR PLANS FOR LOCATIONS OF ONE-HOUR FIRE RATED PARTITIONS IF APPLICABLE. 31. ALL FIRE EXTINGUISHERS SHALL BE VISIBILE AND ACCESSIBLE (SEE G SHEETS FOR MOUNTING HEIGHT) OR A SIGN WILL BE PROVIDED INDICATING LOCATION OF EXTINGUISHER. SEE LIFE SAFETY PLANS FOR FIRE EXTINGUISHER LOCATIONS. SCALE:1/16" = 1'-0" CONSTRUCTION PLAN - LEVEL 01 OVERALL1 SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2019 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States H2 SS CC MC PA 4 PA 2 PA 5 PA 10A PA 6 CH R2 R3 H1 GR HS AH R1 As indicated 8/14/2020 7:52:41 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/HS_GEN_Architecture_55.7598.004_R19.rvt HS A02.101 CONSTRUCTION PLAN - OVERALL 55.7598.000_HS MONTAGE LA QUINTA - HOTEL SPA SILVER ROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 64 SCREEN WALL. SLAD 99 WATER FEATURE. SLAD/POOL DWGS 117 ROCK OUTCROPPING. SLAD 170 CONTINUOUS POOL AREA FENCE 173 CURRENT PROPERTY LINE, TYPICAL. PROPERTY LINES SHALL BE ADJUSTED BY OWNERSHIP AND THE CIVIL ENGINEER AT A LATER DATE. 202 OWNER PROVIDED TIME CLOCK AT THIS LOCATION. NEED (1) DATA. 1. LANDSCAPE DESIGN UNDER SEPARATE PERMIT. 2. POOL AND WATER FEATURE DESIGN UNDER SEPARATE PERMIT 3. CIVIL DESIGN UNDER SEPARATE PERMIT BUT ARE INCLUDED IN VOLUME 1 OF THIS PERMIT SET FOR REFERENCE ONLY. 4. SEE CIVIL PRECISE GRADING PLANS FOR ACCESSIBLE PATHS, VOLUME 1 OF THIS PERMIT SET (FOR REFERENCE ONLY). 4 80 3216 B B 2019_10-29 PERMIT SET A 2019_12-13 CD - PERMIT 2ND CYCLE B 2020_02-05 CD - PERMIT 3RD CYCLE C 2020_05-08 CD - PERMIT 4TH CYCLE 111'-11 3/4" 26 ' - 8 3 / 4 " 28 ' - 1 1 3 / 4 " 55 ' - 8 1 / 4 " 5'-8 1/2" 16 ' - 6 3 / 4 " 11 ' - 8 1 / 2 " 48'-10 1/4"2' - 1 1 1 / 4 " 2' - 9 1 / 2 " 64'-10" 4'-7"5'-2" 3' - 7 " 5' - 1 " 66 ' - 4 1 / 2 " 52 ' - 3 1 / 2 " 51'-10 1/2" 5' - 7 1 / 4 " 64'-2"7'-8 1/4" 56'-5 1/4" 17 ' - 1 " 4' - 8 1 / 4 " 8 MH S08.103 TYP 8 MH S08.103 TYP. CMU WALL 8'-0" TALL U.N. GENERAL NOTES/FLOOR PLAN LEGEND 03/10/2022 ROOF HATCH SINGLE PLY FLASHING MEMBRANE, CONTINUOUSLY HEAT WELDED TO ADJACENT SINGLE PLY ROOFING RIGID INSULATION INFILL, PROVIDE OVERBOARD OVER INFILL PRIOR TO ROOFING ROOF DECK, PER STRUCT. DWGS COUNTERFLASHING, BY HATCH MANUF. CONT. CURB, BY HATCH MANUF. MECHANICALLY FASTEN PER MANUF. (TYPICAL) MECHANICALLY FASTEN PER MANUF. (TYPICAL) SINGLE PLY ROOFING MEMBRANE ROOF PER ASSEMBLY / SLOPE TO DRAIN TJI FRAMING. SSD ACCESS LADDER, INTEGRAL 42" GUARDRAIL WITH COIL SPRING GATE PER MANUF. A - F.F. NOTE: 1. EXTEND ROOFING UP AND BEHIND BASE FLASHING 2. SET HATCH ASSEMBLY IN MASTIC OVER BASE FLASH. ROOF HATCH ASSEMBLY FRAMING PER STRUCTURAL LADDER SUPPORT STUDS WOOD STUDS @ 16" O.C. @ WOOD STUDS 3/8" X 2 1/2" BENT PLATE. WELD TO STRINGER @ BACKING PLATE @ 4'-0" O.C. MAX. 3/8" STEEL PLATE BOLTED TO WOOD STUDS WOOD STUDS @ 16" O.C. MAX. SECTION @ WOOD STUDS B - A - 18" 12" O.C. MAX 3/8" X 2 1/2" STRINGER. BEND 3" LONG @ FLOOR. ANCHOR W/ 1/2" DIA HILTI "KWIK BOLTS" KB-3 - EMBED 2 1/4" PER ICBO #ESR-1385. F.F. 1 1/4" DIA. STEEL BAR ELEVATION - LADDER BASE C - 7" MIN. SECTION THRU ROOF ACCESS LADDER & HATCH B - INTEGRAL 42" GUARDRAIL WITH COIL SPRING GATE PER MANUF. 8" 4" C - CONCRETE FLATWORK WITH BROOM FINISH, MATCH LANDSCAPE COLOR, SLOPE TO DRAIN CONC. FOOTING / FOUNDATION. SSD SCHEDULED CMU WALL GSM WEEP SCREED, FINISH TO MATCH INTEGRAL EXTERIOR PLASTER COLOR 7/8" 3-COAT CEMENT PLASTER EXPANSION FILLER WITH BRS 6" MORTAR BED SLOPE 1/2" PER FT. MIN. WATER PROOF 'PARGE' COAT TO MATCH ADJACENT CEMENT PLASTER 4" M I N . NOTE: RAIN CHAIN (3) AT HIGH ROOF CONCEALED GUTTER (41) TO ALIGN WITH AND LOAD INTO LOW ROOF CONCEALED GUTTER (41). SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States As indicated 8/14/2020 10:46:12 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/CH_GEN_Architecture_55.7598.610_R19.rvt CH A08.120 EXTERIOR DETAILS 55.7598.610 MONTAGE LA QUINTA - GOLF CLUBHOUSE SILVERROCK LODGING, LLC SILVERROCK WAY, LA QUINTA, CA 92253 SCALE:3" = 1'-0" ROOF HATCH02 SCALE:1/2" = 1'-0" ROOF HATCH ACCESS LADDER01SCALE:3" = 1'-0" TYP. EXT CMU WALL AT LANDSCAPE03 SCALE: HIGH ROOF TO LOW ROOF RAIN CHAIN TRANSITION04 03 41 41 62 03 RAIN CHAIN 41 CUSTOM CONCEALED GUTTER W/ MTL. FASCIA 62 RAIN CHAIN TERMINATION AT GRADE. SLAD A A A 2 2 2019_11-25 PERMIT SET A 2020_01-17 CD - PERMIT 2ND CYCLE 1 2020_03-06 GMP PROGRESS PLOT B 2020_04-03 CD - PERMIT 3RD CYCLE C 2020_05-22 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION 2 03/10/2022 O.S.D. CAST IRON COLLAR W/ MIN. 2" OFFSET ABOVE ROOF DRAIN TAPPER SPRAY FOAM ROOFING W/ SILICONE TOP- COAT GLASS MAT SHTG, DENS DEK OR EQUAL LOW-PROFILE CAST IRON STRAINER BASKET, PAINTED BLUE 16 GA. GALV. SILL PAN SUMP W/ SOLDERED 1" RETURN DAM, PRIME ALL METAL SURFACES AS REQ'D 1" 30 DRY MILS SPRAYCOAT SILICONE IN A MIN. OF TWO PASSES TO TERMINATE INSIDE DRAIN BOWL, TYP. 3' - 6" 1' - 3" 1' - 3" SL O P E SL O P E SL O P E SL O P E SLOPE SLOPE AREA OF DRAINAGE PAN 16 GA. SILL PAN SUMP 02 CH A08.121 _________ WALL PER PLAN CLR 2" WALL PER PLAN J-MOLD ROOF DECK, PER STRUCT. DWGS STRAP AND WORM GEAR CLAMP FLUE STACK HEAT WELD TJI FRAMING. SSD FLUE SLEEVE INSULATION RAIN HOOD SINGLE PLY ROOFING MEMBRANE SINGLE PLY ROOFING MEMBRANE HEAT WELD SINGLE PLY ROOFING MEMBRANE COMPATIBLE SEALANT WALL PER PLAN. "ONE BLOCK" RETURN. FINISH AROUND CORNER 2-PLY WRB 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH MISTER. SEE RCP FOR LOCATION EXTRUDED ALUMINUM CEMENT PLASTER CHANNEL SCREED PUSH-IN FASCIA SCHEDULED ROOF ASSEMBLY. PROVIDE BLOCKING FOR ATTACHMENT ROOF FRAMING. SEE ASSEMBLY SCHEDULE. SSD SCHEDULED ROOF 2-PLY WRB STRUCTURAL BEAM. SSD PIPE COLUMN. SSD ALUM. REVEAL MOULDING CEMENT PLASTER MITRE AND EPOXY STONE AT CORNER , WRAP SAME PIECE TO MATCH PROFILE, STAGGER VERTICAL JOINTS SCHEDULED WALL PER PLAN BRS 7/8" 3-COAT CEMENT PLASTER O/ MTL. LATH SCHEDULED WALL PER PLAN SCHEDULED WALL PER PLAN1/2". MAX © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States As indicated 8/14/2020 10:46:16 PM BIM 360://055.7598.830 - RGC-SilverRock - Model Room SD & CDs/CH_GEN_Architecture_55.7598.610_R19.rvt CH A08.121 EXTERIOR DETAILS 55.7598.610 MONTAGE LA QUINTA - GOLF CLUBHOUSE SILVERROCK LODGING, LLC SILVERROCK WAY, LA QUINTA, CA 92253 A SCALE:1 1/2" = 1'-0" ROOF DRAIN02 SCALE:1 1/2" = 1'-0" ROOF DRAIN SUMP - PLAN01 SCALE:3" = 1'-0" PLAN DETAIL - SCREEN WALL END CONDITION03 SCALE:3" = 1'-0" CHIMNEY DETAIL05 SCALE:3" = 1'-0" PLAN DETAIL - CMU WALL RETURN04 SCALE:3" = 1'-0" MISTER DETAIL11 SCALE:3" = 1'-0" SECTION DETAIL - COLUMN AT SOFFIT09 1 1 SCALE:3" = 1'-0" PLAN DETAIL - EXT WALL TILE TO TILE CORNER08 SCALE:3" = 1'-0" PLAN DETAIL - EXT WALL TILE TO STUCCO CORNER07 1 1 2019_11-25 PERMIT SET A 2020_01-17 CD - PERMIT 2ND CYCLE 1 2020_03-06 GMP PROGRESS PLOT B 2020_04-03 CD - PERMIT 3RD CYCLE C 2020_05-22 CD - PERMIT 4TH CYCLE 2 2020_09-08 ISSUE FOR CONSTRUCTION 03/10/2022 wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE wwe rtret wwew erer wrwe C3F5.0 WWE NOTE: SEE LANDSCAPE/CIVIL FOR LOCATIONS NOTE: SEE LANDSCAPE/CIVIL FOR LOCATIONS NOT USED NOT USED NOT USED PER LANDSCAPE LANDSCAPE SLAB PER PLAN #3 @ 18" OC x 30" FOOTING WIDTH AS OCCURS FENCE WALL BEYOND SCHEDULE WALLDOOR/ GATE OPENING SHORT WALLTALL WALL ABC AB 2B - #5 @ 16" TRANVERSE 8" CMU (ALT. CIP CONC) W/ #5(H) @ 24" OC (LAP=2'-8") #5 CONT @ 12" OC (LAP=2'-6") #5 CONT (LAP=2'-6") BAR 'A' x (V) BAR 'B' GRADES AS OCCURS HARDSCAPES (WHERE OCCURS) (3)-#3 1 1/2" BRNG #3 @ 12" OC EA WAY 4" MIN. 1 1/2" RADIUS EDGE (U.O.N.) PER 4" HARDSCAPE W/ #3 @ 12" OC EA WAY 4" HARDSCAPE W/ #3 @ 12" OC EA WAY COMPACTED FILL #5@12" O.C. GRADE PER CIVIL (HARDSCAPE WHERE OCCURS) 8" CMU W/ #5(H) @ 24" O.C. (LAP = 2'-6") #5(V) @ 48" O.C. W.P. PER ARCH DRAIN PER GEOTECH REQUIREMENTS (4)-#5 CONT (LAP = (2'-6") #5@12" O.C. GRADE PER CIVIL (HARDSCAPE WHERE OCCURS) 8" CMU W/ #5(H) @ 24" O.C. (LAP = 2'-6") DRAIN PER GEOTECH REQUIREMENTS #5(V) @ 24" O.C. W.P. PER ARCH GRADE PER CIVIL (HARDSCAPE WHERE OCCURS) FOR ITEMS NOT NOTED SEE (4)-#5 CONT (LAP = (2'-6") 'H' (MAX.)'W'BAR 'A' BAR 'B' 'V' (MAX.)MARK 'L' 1 2 3TYPICAL SIDE WALK STEPS 10 4 7 8 PARTIAL RETAINING PRIVACY WALL SCREEN WALL RETAINING WALL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"3/4"=1'-0" 6'-0" 2'-0" #5 @ 24" #5 @ 48" 8'-0" 2'-6" #5 @ 48" 10'-0" 3'-0" #5 @ 16" #5 @ 32" 12'-0" 3'-6" #6 @ 16" #6 @ 32" 1'-0" 1'-0" 1'-0" 0'-0" 0'-0"15'-4" 4'-6" #7 @ 16" #7 @ 32" 3'-4" 4'-8" 6'-0" 3'-4" 3'-4" W6 W8 W10 W12 W15 #5 @ 24" EQ EQ 'L ' M I N . LA P 8" MIN 2' - 0 " M I N . (B R N G D E P T H ) 'W' 1' - 3 " 'H ' MA X G R A D E DI F F E R E N C E 'V ' 1'-0" 1' - 6 " ( M I N ) (B R N G D E P T H ) 1' - 3 " EQEQ 2'-6" 2' - 0 " M I N 3" C L R (B R N G D E P T H ) 3' - 0 " M A X 1' - 3 " EQEQ 2' - 0 " M I N (B R N G D E P T H ) 5' - 4 " M A X 3'-0" 1'-0"1'-0" 1' - 0 " 3" C L R 3' - 4 " M A X 4 ' - 0 " M A X www.coffman.com 1455 Frazee Road, Suite 600 San Diego, CA 92108 ph 619.232.4673 Exp. _________ R FOTSATE EG DERTE I S RP O F R A A LC FI R NO I I N G ONSESI ELA EEN No. 3332 C J RSTU SE A M A . N LUTAR D NMAU O S SIGNED: NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 1600 San Diego, CA 92101 United States 12-31-21 06/10/20 177059 3/4" = 1'-0" 8/24/2020 2:46:03 PM C:\Users\castellon\Documents\H1_CEI_STRUCTURE_55.7598.004_R19_castellon@coffman.com.rvt MH S08.103 FOUNDATION DETAILS 55.7598.000 MONTAGE LA QUINTA - MAIN HOTEL SILVERROCK LODGING, LLC 52-000 SILVERROCK WAY, LA QUINTA, CA 92253 A 2019.12.13 CD-PERMIT 2ND CYCLE B 2020.02.05 CD-PERMIT 3RD CYCLE D 2020.06.10 CD-PERMIT 5TH CYCLE 1 2020.09.08 ISSUE FOR PERMIT 03/10/2022