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BPOL2020-0162ADDITIONAL SITES CHRONOLOGY CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL JAKE FUSON 9/1/2020 9/1/2020 NOTIFIED TEAKA MCCARTHY OF 1ST REVIEW COMMENTS, SENT CORRECTION LIST VIA EMAIL. E-MAIL JAKE FUSON 1/26/2021 1/26/2021 NOTIFIED VIET KUEGEL THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE PENDING APPROVAL OF PRIMARY BUILDINGS. RESUBMITTAL JAKE FUSON 1/13/2021 1/13/2021 2ND SUBMITTAL RECEIVED. TELEPHONE CALL AARON HICKSON 1/3/2022 1/3/2022 ADDED HART AS SUB CONTRACTOR SO THEY CAN SCHEDULE INSPECTIONS. CONDITIONS Description: SILVERROCK / MONTAGE HOTEL POOLS, SPAS & WATER FEATURE Type: POOL CONSTRUCTION (WEB) Subtype: PUBLIC Status: ISSUED Applied: 8/14/2020 ECON Parcel No: 777490014 Site Address: 79179 AHMANSON LN LA QUINTA,CA 92253 Approved: 1/26/2021 JFU Subdivision: PM 33367 Block: Lot: 22 Issued: 12/22/2021 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $1,260,490.00 Occupancy Type: Construction Type: Expired: 12/8/2022 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: SILVERROCK / MONTAGE HOTEL POOLS, SPAS AND WATER FEATURE. INCLUDES (3) HOTEL POOLS, (2) HOTEL SPAS, (1) RESORT & FAMILY POOL, (1) RESORT & FAMILY SPA AND (1) WATER FEATURE + ASSOCIATED POOL EQUIPMENT & ELECTRICAL. STRUCTURAL REVIEW AND APPROVAL GRANTED THROUGH BPOL2020-0121. 2019 CALIFORNIA BUILDING CODES. Printed: Tuesday, July 19, 2022 10:13:44 AM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0162 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT GENSLER SAN DIEGO 225 BROADWAY STE 100 SAN DIEGO CA 92101 (949)493-9548 teaka_mccarthy@gensl er.com CONTRACTOR R D OLSON CONSTRUCTION INC 400 SPECTRUM CENTER DR. STE 1200 IRVINE CA 92618 (949)493-9548 KCARLISLE@RDOLSON. COM OWNER SilverRock Lodging, LLC 3551 Fortuna Ranch Rd encinitas CA 92024 (949)493-9548 josh@therobertgreenc ompany.com PROJECT MANAGER THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 (949)493-9548 JOSH@THEROBERTGRE ENCOMPANY.COM SUBCONTRACT OR HART BROTHERS CONSTRUCTION 32232 PASEO ADELANTO SAN JUAN CAPISTRANO CA 92675 (949)493-9548 LISA@AQUATICTECHN OLOGIES.COM READY TO ISSUE CHECKLIST JAKE FUSON 1/26/2021 8/12/2021 COMPLETE REGISTRATION OF CONTRACTOR AND APPROVAL OF PRIMARY BUILDINGS REQUIRED PRIOR TO ISSUANCE OF THIS PERMIT. CONTRACTOR INFORMATION RECEIVED APPROVAL OF PRIMARY BUILDINGS NOT REQ PER AJ FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $51.00 $51.00 12/22/21 WEB10240 CTAAEC478 Trust Account THE ROBERT GREEN COMPANY ECON Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $51.00 $51.00 DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $1,408.75 $1,408.75 12/22/21 WEB10240 CTAAEC478 Trust Account THE ROBERT GREEN COMPANY ECON SWIMMING POOL/SPA 101-0000-42404 0 $201.25 $201.25 12/22/21 WEB10240 CTAAEC478 Trust Account THE ROBERT GREEN COMPANY ECON Printed: Tuesday, July 19, 2022 10:13:44 AM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0162 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES PRE-GUNITE AOR 12/28/2021 12/28/2021 PARTIALLY APPROVED P5 POOL ONLY. UNDERGROUND PLBG JAN 12/29/2021 12/29/2021 CANCELED PRE-GUNITE JAN 12/29/2021 12/29/2021 CANCELED PRE-GUNITE JFU 1/4/2022 1/4/2022 CANCELED eTRAKiT Inspection Request 1/3/2022 11:15 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79179 AHMANSON LN Phone: 9496971498 e-Mail: jbloom@rdolson.com INCORRECT INSPECTION TYPE SCHEDULED-- ONLY UNDERGROUND PLUMBING IS READY FOR INSPECTION. DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY SWIMMING POOL/SPA PC 101-0000-42600 0 $109.48 $109.48 12/22/21 WEB10240 CTAAEC478 Trust Account THE ROBERT GREEN COMPANY ECON Total Paid for POOL / SPA 2019: $1,719.48 $1,719.48 RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 12/22/21 WEB10240 CTAAEC478 Trust Account THE ROBERT GREEN COMPANY ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 12/22/21 WEB10240 CTAAEC478 Trust Account THE ROBERT GREEN COMPANY ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$1,785.48 $1,785.48 Printed: Tuesday, July 19, 2022 10:13:44 AM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0162 UNDERGROUND GAS JFU 1/4/2022 1/4/2022 CANCELED INCORRECT INSPECTION TYPE SCHEDULED-- ONLY UNDERGROUND PLUMBING IS READY FOR INSPECTION. UNDERGROUND ELEC JFU 1/4/2022 1/4/2022 CANCELED INCORRECT INSPECTION TYPE SCHEDULED-- ONLY UNDERGROUND PLUMBING IS READY FOR INSPECTION. UNDERGROUND PLBG JFU 1/4/2022 1/4/2022 PARTIALLY APPROVED UNDERGROUND POOL PLUMBING AT P-1 ONLY. PLUMBING STUBBED AT NORTHEAST CORNER OF POOL, DOES NOT INCLUDE PIPING TO EQUIPMENT ROOM. HEALTH DEPARTMENT APPROVAL OF UNDERGROUND PLUMBING ATTACHED. UNDERGROUND ELEC DCL 2/10/2022 2/10/2022 CANCELED eTRAKiT Inspection Request 2/9/2022 7:51 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79195 AHMANSON LN Phone: 9496971498 e-Mail: jbloom@rdolson.com - DUPLICATE INSPECTION. PRE-GUNITE DCL 2/10/2022 2/10/2022 PARTIALLY APPROVED - POOLS 1 AND 6. UNDERGROUND ELEC DCL 2/10/2022 2/10/2022 PARTIALLY APPROVED - POOLS 1 AND 6 FROM SHELL TO EQUIPMENT ROOM. UNDERGROUND PLBG DCL 2/10/2022 2/10/2022 PARTIALLY APPROVED - POOLS 1 AND 6 FROM SHELL TO EQUIPMENT ROOM. Printed: Tuesday, July 19, 2022 10:13:44 AM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0162 PRE-GUNITE AOR 2/23/2022 2/23/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 2/22/2022 11:57 AM R D OLSON CONSTRUCTION INC Contact Name: R D OLSON CONSTRUCTION INC Site Address: 79179 AHMANSON LN Phone: 9496971498 e-Mail: jbloom@rdolson.com SPA-1 AND -2 AT MAIN POOL AREA ONLY. UNDERGROUND PLBG DCL 6/8/2022 6/8/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 6/6/2022 6:26 AM R D OLSON Contact Name: R D OLSON Site Address: 79179 AHMANSON LN Phone: 9496971498 e-Mail: jbloom@rdolson.com - EXCLUDES POOL 7 AND SPA 3. UG PLUMBING AND ELECTRICAL STUBBED OUT OF EQUIPMENT ROOM ON SOUTHWEST CORNER.FOR POOL 7 AND SPA 3. PER CONTRACTOR THESE MAY OR MAY NOT BE CONSTRUCTED. REVISE SCOPE OF WORK AND PLAN SET IF WORK IS NOT COMPLETED. UNDERGROUND ELEC DCL 6/8/2022 6/8/2022 PARTIALLY APPROVED - SEE 6/8/2022 ZUG PLUMBING NOTES. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS - ETRAKIT (1 WK)JAKE FUSON 8/14/2020 8/21/2020 9/1/2020 REVISIONS REQUIRED SEE 1ST REVIEW COMPLETE CORRECTION LIST. PARENT PROJECTS Printed: Tuesday, July 19, 2022 10:13:44 AM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0162 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/14/2020 EtrakitContractor 1ST SUBMITTAL STRUCTURAL CALCS CBC 2019 Calculations Combined.pdf 1 DOC 8/14/2020 EtrakitContractor 1ST SUBMITTAL ON GRADE 13 11 23 ON GRADE POOLS-SPAS-WATER FEATURES.pdf 1 DOC 8/14/2020 EtrakitContractor 1ST SUBMITTAL SHOTCRETE 13 11 23.2 SHOTCRETE FOR POOLS-SPAS- WATER FEATURES.pdf 1 DOC 8/14/2020 EtrakitContractor 1ST SUBMITTAL WATER PROFFING 13 11 23.4 COLD FLUID- APPLIED WATERPROOFING FOR POOLS-SPAS-WATER FEATURES.pdf 1 DOC 8/14/2020 EtrakitContractor 1ST SUBMITTAL TILES 13 11 23.6 TILING FOR POOLS-SPAS-WATER FEATURES.pdf 1 DOC 8/14/2020 EtrakitContractor 1ST SUBMITTAL CEMENTITIOUS 13 11 23.8 CEMENTITIOUS COATING FOR POOLS- SPAS-WATER FEATURES.pdf 1 DOC 8/14/2020 EtrakitContractor 1ST SUBMITTAL FULL PLANS REFERENCE MONTAGE HOTEL-FOR REF-COMBINED-FOR PERMIT-RD1.pdf 1 BOND INFORMATION 1ST PERMIT TECH – ETRAKIT (1 DAY) AARON HICKSON 8/14/2020 8/17/2020 8/17/2020 COMPLETE IN HOUSE PER JF 2ND BLDG NS – ETRAKIT (1 WK)JAKE FUSON 1/13/2021 1/21/2021 1/26/2021 APPROVED Printed: Tuesday, July 19, 2022 10:13:44 AM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0162 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/14/2020 EtrakitContractor 1T SUBMITTAL MONTAGE AQUATIC PLANS MONTAGE HOTEL- AQUATIC-COMBINED- FOR PERMIT-RD1 DS.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - STRUCTURAL CALCULATIONS BPOL2020-0162 – Montage Hotel Pools, Spas, and Water Feature - Calcs.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - HEALTH DEPARTMENT APPROVAL Eplan Montage Parcel 4 HLTH Approval - Signed.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - ELECTRICAL PLANS MONTAGE HOTEL- AQUATIC ELECTRICAL- COMBINED-FOR PERMIT-RD2 DS.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - POOL PLANS MONTAGE HOTEL- AQUATIC-COMBINED- FOR PERMIT-RD2 DS.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - BUILDING PLANS FOR REFERENCE MONTAGE HOTEL-FOR REF-COMBINED-FOR PERMIT-RD2-DS.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - RESPONSE LETTER Montage Hotel BLD RESUBMIT - BPOL2020- 0162 - Pools, Spas, and Water Feature - Comment Response Letter.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - ON GRADE POOLS, SPAS, WATER FEATURES SPECIFICATION 13 11 23 ON GRADE POOLS-SPAS-WATER FEATURES_1.pdf 1 Printed: Tuesday, July 19, 2022 10:13:44 AM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0162 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - SHOTCRETE SPECIFICATION 13 11 23.2 SHOTCRETE FOR POOLS-SPAS- WATER FEATURES_1.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - WATER PROOFING SPECIFICATION 13 11 23.4 COLD FLUID- APPLIED WATERPROOFING FOR POOLS-SPAS-WATER FEATURES_1.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - TILING SPECIFICATION 13 11 23.6 TILING FOR POOLS-SPAS-WATER FEATURES_1.pdf 1 DOC 1/13/2021 EtrakitContractor 2ND SUBMITTAL - CEMENTITIOUS COATING SPECIFICATION 13 11 23.8 CEMENTITIOUS COATING FOR POOLS- SPAS-WATER FEATURES_1.pdf 1 DOC 9/1/2020 JAKE FUSON 1ST REVIEW COMPLETE CORRECTION LIST BPOL2020-0162 - 1ST REVIEW COMPLETE CORRECTION LIST.pdf 0 DOC 1/26/2021 JAKE FUSON APPROVED POOL PLANS (W/ ELECTRICAL) BPOL2020-0162 - APROVED PLANS.pdf 1 DOC 1/4/2022 JAKE FUSON HEALTH DEPT APPROVAL OF UNDERGROUND PLUMBING AT P-1 and P-5 BPOL2020-0162 - HEALTH DEPT APPROVAL OF UNDERGROUND PLUMBING AT P-1 AND P-5.pdf 1 Printed: Tuesday, July 19, 2022 10:13:44 AM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0162 Office Locations: Blythe  Corona  Hemet  Indio  Murrieta  Palm Springs  Riverside (888)722-4234 ● rivcoeh.org Inspection #1 Page 1 of 2 Plan Check # 48525,48520,48521,48522,48523,48524 Project name Montage Spa Contact person John Olivias Aquatic Technologies 949-482-9588 Inspector T. Ford Inspection Date 12/21/2021 Today’s inspection was to verify the underground plumbing for Pool P1 and Pool P5. The following was observed: Pool P1: Pool p1, ( no rebar has been installed). The skimmers still need to be installed, not approved to gunite until all plumbing has been inspected and pipe sizes verified as per plan. The form was measured pool width is still a concern and must not be less than 12 feet width. Page 2 of 2 Pool P5: Observed plumbing as per plan, verified pipe size and suction lines were split. This pool is approved for gunite. The plumbing trench must still be inspected. Corrected items: 1. As per the plan review permit approval notice dated 10-7-2020. Provide an “APPROVED” dry well(s) for the back wash system(s). Or provide an approval letter from the sewer agency that the back wash water can be permitted go into sewer. This will need to be done for ALL pool and spas and interactive water features. Continue construction as per plan. This facility not approved to operate. Pool P5 approved to gunite. needs trench inspection. Pool P1 not approved to gunite, Call or email for next inspection 760-863-8287; tford@rivco.org This inspection was emailed to John Olivas johno@aquatictechnologies.com Signature of received report _______________________________________ 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 1.[P-1 POOL] PERIMETER:FREEFORM - 442 L.F. SURFACE AREA:3,345 SQFT. APPROXIMATE VOLUME:100,000 GALLONS MINIMUM FLOW RATE:275 GPM 6 HRS DESIGNED FLOW RATE:300 GPMOCCUPANCY LOAD:167 PERSONS PER CBC - (160 POSTED) [P-5 POOL] PERIMETER:FREEFORM - 296" L.F. SURFACE AREA:2,245 SQFT. APPROXIMATE VOLUME:53,800 GALLONS MINIMUM FLOW RATE:149 GPM 6 HRS DESIGNED FLOW RATE:190 GPM OCCUPANCY LOAD:112 PERSONS PER CBC - 100 (POSTED) [P-6 POOL] PERIMETER:OVAL - 242' L.F. SURFACE AREA:2,300 SQFT. APPROXIMATE VOLUME:47,500 GALLONS MINIMUM FLOW RATE:132 GPM 6 HRS DESIGNED FLOW RATE:190 GPM OCCUPANCY LOAD:115 PERSONS PER CBC - 200 (POSTED) [P-7 POOL] PERIMETER:OVAL - 171 L.F. SURFACE AREA:1,567 SQFT. APPROXIMATE VOLUME:24,000 GALLONS MINIMUM FLOW RATE:66 GPM 6 HRS DESIGNED FLOW RATE:190 GPM OCCUPANCY LOAD:78 PERSONS PER CBC - 50 (POSTED) [SP-1 SPA] PERIMETER:OVAL 51 L.F. SURFACE AREA:190 SQFT. APPROXIMATE VOLUME:3,800 GALLONS MINIMUM FLOW RATE:127GPM 1/2 HRS DESIGNED FLOW RATE:150 GPM OCCUPANCY LOAD:19 PERSONS PER CBC - (15 POSTED) BOOSTER FLOW RATE:150 GPM [SP-2 SPA] PERIMETER:OVAL - 45' LF. SURFACE AREA:182 SQFT. APPROXIMATE VOLUME:3,750 GALLONS MINIMUM FLOW RATE:15 GPM 1/2 HRS DESIGNED FLOW RATE:150 GPM OCCUPANCY LOAD:18 PERSONS PER CBC - (15 POSTED) BOOSTER FLOW RATE:150 GPM [SP-3 SPA] PERIMETER:OVAL - 37' LF. SURFACE AREA:110 SQFT. APPROXIMATE VOLUME:1,450 GALLONS MINIMUM FLOW RATE:48 GPM 1/2 HRS DESIGNED FLOW RATE:105 GPM OCCUPANCY LOAD:11 PERSONS PER CBC - (10 POSTED) BOOSTER FLOW RATE:150 GPM [F-1 FOUNTAIN] PERIMETER:316 L.F. - 49' LF. SURFACE AREA:3443 SQFT. APPROXIMATE VOLUME:3,000 GALLONS DESIGNED FLOW RATE:55 GPM BOOSTER FLOW RATE:350 GPM [F-2 FOUNTAIN] PERIMETER:81 L.F. (LOWER) - 57' L.F. (UPPER) SURFACE AREA:138 SQFT. (LOWER) - 139 SQFT. (UPPER) APPROXIMATE VOLUME:3,000 GALLONS DESIGNED FLOW RATE:55 GPM BOOSTER FLOW RATE:350 GPM [F-3 FOUNTAINS] - REMOVED F-3.1 PERIMETER:430 LF. SURFACE AREA:519 SQFT. APPROXIMATE VOLUME:4,500 GALLONS DESIGNED FLOW RATE:55 GPM BOOSTER FLOW RATE:1000 GPM H1 SP.001 MONTAGE HOTEL AQUATIC PLAN COVER SILVERROCK RESORT & RESIDENCES MONTAGE HOTEL AQUATIC: 1.H1 SP.001 MONTAGE AQUATIC PLAN COVER2.H1 SP.002 MONTAGE AQUATIC PLAN CUT SHEETS3.H1 SP.003 MONTAGE AQUATIC PLAN CUT SHEETS4.H1 SP.004 MONTAGE AQUATIC PLAN CUT SHEETS5.H1 SP.005 MONTAGE AQUATIC PLAN CUT SHEETS6.H1 SP.006 MONTAGE AQUATIC PLAN CUT SHEETS7.H1 SP.007 MONTAGE AQUATIC PLAN CUT SHEETS8.H1 SP.008 MONTAGE AQUATIC PLAN CUT SHEETS9.H1 SP.009 MONTAGE AQUATIC PLAN CUT SHEETS10.H1 SP.010 MONTAGE AQUATIC PLAN CUT SHEETS11.H1 SP.011 MONTAGE AQUATIC PLAN CUT SHEETS12.H1 SP.012 MONTAGE AQUATIC PLAN CUT SHEETS13.H1 SP.013 COUNTY OF RIVERSIDE STANDARD FORMS12.H1 SP.014 MONTAGE AQUATIC PLAN MSDS SHEETS13.H1 SP.100 MONTAGE AQUATIC SITE PLAN14.H1 SP.101 MONTAGE POOL (P-1)15.H1 SP.105 MONTAGE POOL (P-5)16.H1 SP.106 MONTAGE POOL (P-6)17.H1 SP.107 MONTAGE POOL (P-7)18.H1 SP.108 MONTAGE SPA (SP-1)19.H1 SP.109 MONTAGE SPA (SP-2)20.H1 SP.110 MONTAGE KIDS SPA (SP-3)21.H1 SP.111 MONTAGE SCRIM WATER FEATURE (F-1)22.H1 SP.112 MONTAGE 2-TIER WATER FEATURE (F-2) 23.H1 SP.200 MONTAGE OVERALL AQUATIC PLUMBING PLAN24.H1 SP.201 MONTAGE POOL (P-1) PLUMBING25.H1 SP.205 MONTAGE POOL (P-5) PLUMBING26.H1 SP.206 MONTAGE POOL (P-6) PLUMBING27.H1 SP.207 MONTAGE POOL (P-7) PLUMBING28.H1 SP.208 MONTAGE SPA #1 (SP-1) PLUMBING29.H1 SP.209 MONTAGE SPA #2 (SP-2) PLUMBING30.H1 SP.210 MONTAGE SPA #3 (SP-3) PLUMBING31.H1 SP.211 MONTAGE SCRIM WATER FEATURE (F-1) PLUMBING32.H1 SP.212 MONTAGE 2-TIER WATER FEATURE (F-2) PLUMBING 33.H1 SP.301 MONTAGE HOTEL AQUATIC SECTIONS34.H1 SP.302 MONTAGE HOTEL AQUATIC SECTIONS35.H1 SP.303 MONTAGE HOTEL AQUATIC SECTIONS36.H1 SP.304 MONTAGE HOTEL AQUATIC SECTIONS37.H1 SP3.05 MONTAGE HOTEL AQUATIC SECTIONS38.H1 SP.501 MONTAGE HOTEL AQUATIC DETAILS39.H1 SP.502 MONTAGE HOTEL AQUATIC DETAILS40.H1 SP.503 MONTAGE HOTEL AQUATIC DETAILS41.H1 SP.504 MONTAGE HOTEL AQUATIC DETAILS42.H1 SP.505 MONTAGE HOTEL AQUATIC DETAILS43.H1 SP.506 MONTAGE HOTEL AQUATIC DETAILS44.H1 SP.507 MONTAGE HOTEL AQUATIC DETAILS 45.H1 SP.601 MONTAGE HOTEL AQUATIC EQUIPMENT DIAGRAMS46.H1 SP.602 MONTAGE HOTEL AQUATIC EQUIPMENT DIAGRAMS47.H1 SP.603 MONTAGE HOTEL AQUATIC EQUIPMENT DIAGRAMS 48.H1 SP.701 MONTAGE HOTEL AQUATIC EQUIPMENT ROOM PLAN49.H1 SP.702 MONTAGE HOTEL AQUATIC EQUIPMENT ROOM ISO AQUATIC ELECTRICAL:50.H1 SPE.001 ELECTRICAL SYMBOLS, NOTES AND ABBREVIATIONS51.H1 SPE.002 MONTAGE SITE PLAN52.H1 SPE.101 (H1) MONTAGE HOTEL - POOL (P-1) PLAN53.H1 SPE.105 (H1) MONTAGE HOTEL - POOL (P-5) PLAN54.H1 SPE.106 (H1) MONTAGE HOTEL - POOL (P-6) & SPA (SP-2) PLAN55.H1 SPE.107 (H1) MONTAGE HOTEL - POOL (P-7) & SPA (SP-3) PLAN56.H1 SPE.108 (H1) MONTAGE HOTEL - SPA (SP-1) PLAN57.H1 SPE.112 (H1) MONTAGE HOTEL - WATER FEATURE (F-2) PLAN58.H1 SPE.701 (H1) MONTAGE HOTEL - EQUIPMENT ROOM PLAN59.H1 SPE.702 SPECIFICATIONS F-3.2 307 LF. 365 SQFT. 3,800 GALLONS 55 GPM 700 GPM AQUATIC DATA 23.THE OWNER SHALL KEEP DAILY RECORD FOR THE POOL SANITATION AND pH READING PER PIMA COUNTY REQUIREMENTS. 24. ALL PIPING IN THE EQUIPMENT ROOM MUST BE PERMANENTLY MARKED WITH DIRECTIONAL ARROWS AND IDENTIFIED AS TO THE ORIGIN OF USE, E.G., SKIMMER, MAIN DRAIN, ETC. 1.ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 2.ANY CHANGES IN CONSTRUCTION PLANS OR EQUIPMENT MUST BE APPROVED BY THE RIVERSIDE COUNTY HEALTH DEPARTMENT. CHANGES MAY REQUIRE ADDITIONAL PLAN CHECK FEES AND RE-SUBMITTAL. 3.POOL PLAN APPROVAL DOES NOT AUTHORIZE THE VIOLATION OF ANY LAW, ORDINANCE, OR REGULATION AND FINAL APPROVAL IS SUBJECT TO FIELD INSPECTION AND EVALUATION. 4.MINIMUM OF 4 FOOT WIDE, CONTINUOUS, SLIP-RESISTANT, NON-ABRASIVE DECK AREA OF CONCRETE OR CONCRETE LIKE MATERIAL MUST BE PROVIDED FLUSH WITH THE TOP OF THE SPA AND EXTENDED COMPLETELY AROUND 50% AROUND THE SPA. 5.THE REQUIRED DECKING AROUND THE SPA MUST BE FREE OF ALL POSTS, COLUMNS, OR OTHER OBSTRUCTIONS AND EXTEND AT LEAST 4 FEET BEHIND ANY PERMANENT HANDICAP EQUIPMENT. 6.ALL PARTS OF THE DECK MUST DRAIN NATURALLY OR TO FLOOR DRAINS AT A SLOPE BETWEEN 1% AND 2% WITH NO ACCUMULATIONS OF WATER. SPACE BETWEEN THE COPING AND THE DECK MUST BE SEALED WITH AN APPROPRIATE CAULKING. 7.AUTOMATIC CHLORINATOR IS REQUIRED WHICH IS CAPABLE OF SUPPLYING NOT LESS THAN THE EQUIVALENT OF 3 POUNDS OF CHLORINE PER DAY PER 10,000 GALLONS POOL WATER CAPACITY. 8.ADEQUATE NUMBER OF HOSE BIBBS ARE REQUIRED IN THE POOL AREA IN SUFFICIENT NUMBERS TO ALLOW A 75 FOOT HOSE TO REACH ALL AREAS OF THE POOL DESK. HOSE BIBB IS REQUIRED IN THE EQUIPMENT AREA. EACH HOSE BIBB MUST BE PROTECTED BY AN APPROVED BACKFLOW DEVICE. 9.THE POOL CONTRACTOR SHALL PERFORM A HYDROSTATIC TEST TO 35 PSI (3.5KG/CM2) FOR 30 MINUTES AND KEEP A MINIMUM OF 25 PSI (1.75KG/CM2) ON SYSTEM UNTIL AFTER DECK PHASE. 10.PRESSURE GAUGES SHALL BE BE INSTALLED ON THE INLET AND OUTLET OF THE EACH FILTER SYSTEM AND LOCATED WHERE THEY CAN BE EASILY READ. 11.VACUUM GAUGES SHALL BE INSTALLED ON THE INLET TO EACH PUMP AND INSTALLED IN WHERE THEY CAN BE EASILY READ. 12.PIPE SLEEVING AND PENETRATIONS THROUGH VAULT STRUCTURE SHALL BE SLEEVED PER THE LINK SEAL REQUIREMENTS THROUGH WALLS. COORDINATE WITH ALL TRADES. PER IPC, SLEEVING: ANNULAR SPACES SHALL BE FILLED OR TIGHTLY CAULKED. 13.THE PIPING INSTALLATION IN EACH EQUIPMENT ROOM, IPC SHALL BE SUPPORTED IN ACCORDANCE WITH TABLE 308.5 IN THE IPC. CONTRACTOR SHALL SUBMIT SUPPORT SYSTEM DESIGN TO BEFORE START OF THIS WORK. 14.POTABLE WATER SUPPLY SYSTEMS SHALL BE DESIGNED, INSTALLED AND MAINTAINED SO AS TO PREVENT CONTAMINATION FROM NONPOTABLE LIQUIDS, SOLIDS OR GASES BEING INTRODUCED INTO THE POTABLE WATER SUPPLY THROUGH CROSS-CONNECTIONS OR ANY OTHER PIPING CONNECTIONS TO THE SYSTEM. MEANS OF PROTECTION AGAINST BACKFLOW IN THE POTABLE WATER SUPPLY SHALL BE PROVIDED THROUGH AN AIR GAP COMPLYING WITH ASME A112.1.2 INTERNATIONAL PLUMBING CODE. 15.SANDFILTER AND DRAINING WATER SHALL BE DISCHARGED TO THE SANITARY OR STORM SEWER, OR INTO AN APPROVED DISPOSAL SYSTEM APPROVED BY THE STATE OR LOCAL AUTHORITY. DIRECT CONNECTIONS SHALL NOT BE MADE BETWEEN THE END OF THE BACKWASH LINE AND THE DISPOSAL SYSTEM. DRAINS SHALL DISCHARGE THROUGH AN AIR GAP. 16.REINFORCING STEEL OF ALL AQUATIC BODY'S SHALL BE BONDED WITH A #8 COPPER WIRE SEE: REINFORCING NOTE NOTE 11. TIED BOND INTO THE MECHANICAL SYSTEM FOR EACH BODY OF WATER. EACH MECHANICAL SYSTEM SHALL THEN BE BONDED TO THE ELECTRIC PANEL THAT SUPPLIES POWER TO THAT FEATURE. FOLLOW USA NATIONAL ELECTRIC CODE FOR BONDING GRID AROUND PERIMETER OF STRUCTURE. SEE: SHEET H1 SP.503, DETAIL 16. 17.POOL UNDERWATER LIGHTING SHALL BE A MINIMUM OF .5 WATTS PER SQ FT OF SURFACE AREA. 18.POOL SHALL BE PROVIDED WITH LIFE SAVING EQUIPMENT AND SHALL BE VISUALLY CONSPICUOUS AND CONVENIENTLY LOCATED AT ALL TIMES. SWIMMING POOL ACCESSORY POLE NOT LESS THAN 12 FEET IN LENGTH AND INCLUDING A BODY HOOK SHALL BE PROVIDED. 19.DEPTH MARKERS OF CONTRASTING COLOR ARE REQUIRED ON BOTH SIDES, AT THE MINIMUM AND MAXIMUM DEPTHS, AT THE BREAK AT 4 ½ FT. AND BOTH ENDS OF THE POOL. PERMANENT DEPTH MARKERS ARE REQUIRED ON THE POOL DECK, CORRESPONDING TO EVERY DEPTH MARKER ON THE WALL. ALL DEPTH MARKERS MUST BE MARKED WITH THE LETTERS FEET OR FT. AND INCHES OR IN. PAINTED LETTERS ARE NOT PERMITTED. DEPTH MARKERS MUST BE AT LEAST 4 INCHES IN HEIGHT AND MUST BE POSITIONED TO INDICATE THE WATER DEPTH ACCURATE TO THE NEAREST 6 INCHES AS MEASURED FROM THE POOL FLOOR TO THE MIDDLE OF THE SKIMMER OPENING. 20.BARRIERS SHALL BE PROVIDED TO MEET LOCAL CODES.SEE: ARCHITECTURAL SHEETS. 21.USING THE PUMP BYPASS IS RECOMMENDED PROCESS TO TAKE POOL WATER BACK TO OPERATIONAL LEVELS, IN THE EVENT THE POOL SHOULD EVER EXPERIENCE HIGH WATER LEVELS OR AN OVERFLOW FROM EXCESSIVE RAIN FALL. 22.THROWING ROPE ATTACHED TO RING BUOY OR SIMILAR FLOTATION DEVICE SHALL BE PROVIDED. THE ROPE SHALL BE NOT LESS THAN ¼ INCH IN DIAMETER AND SHALL HAVE A LENGTH OF NOT LESS THAN 1 ½ TIMES THE MAXIMUM WIDTH OF THE POOL OR 50 FEET, WHICHEVER IS LESS. A RING BUOY SHALL HAVE AN OUTSIDE DIAMETER IS NOT LESS THAN 15 INCHES. ·FREE AVAILABLE CHLORINE 1.0 - 3.0 ppm ·COMBINED CHLORINE N/A ·POTENTIAL HYDROGEN (pH)7.4 - 7.6 ppm ·SALT CONCENTRATION 3,500 - 5,000 ppm ·TOTAL ALKALINITY 80 - 100 ppm ·TDS 1,500 ppm max. ·CALCIUM HARDNESS 250 ppm max. ·CYANURIC ACID 20 ppm ·ORP / HHR 700 - 780 mV ·TEMPERATURES 82° (POOL) & 102° (SPA) 603.5.20 SWIMMING POOLS, SPAS, AND HOT TUBS. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE PROTECTED BY AN AIR GAP OR A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER IN ACCORDANCE WITH THE FOLLOWING: (1)THE UNIT IS EQUIPPED WITH A SUBMERGED FILL LINE. THE POTABLE WATER SUPPLY IS DIRECTLY CONNECTED TO THE UNIT CIRCULATION SYSTEM. POTABLE WATER 1.ALL GROUNDING SHALL BE COMPLETED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) AND THE LOCAL AUTHORITY HAVING JURISDICTION. 2.THESE PLANS ARE DIAGRAMMATIC AND MAY NOTE REPRESENT THE FINAL LOCATIONS OF THE EQUIPMENT. THE POOL AND SPA CONTRACTORS SHALL COORDINATE ALL GROUNDING REQUIREMENTS AND EQUIPMENT ELECTRICAL CONNECTIONS WITH ALL OTHER WORK TO BE COMPLETED WITH CONSIDERED FIELD CONDITIONS. 3.THE GROUNDING GRID TO BE INSTALLED WITHIN THE POOL AND SPA ASSEMBLIES SHALL BE INSTALLED WITH A MINIMUM OF BARE #8 GROUND WIRE (99% PURE COPPER) AND INSTALLATION IS TO BE COORDINATED WITH FINAL FEATURE CONSTRUCTION. 4.GROUNDING GRID SHALL BE INSTALLED A MINIMUM OF 3 FT. METER THE POOL AND SPA EDGES IN ACCORDANCE WITH NEC. 5.ALL GROUNDING CONNECTIONS SHALL BE CAD-WELDED OR AS OTHERWISE REQUIRED, CAD WELDING SHALL BE COPPER TO COPPER WITH 6% SILVER FOR DUCTILITY. 6.PROVIDE #8 BARE COPPER WIRE SPACED AT 12IN APART FOR ENTIRE LENGTH OF BONDING GRID, COPPER WELD AT EACH JOINT. PROVIDE #8 COPPER GROUNDING CONDUCTOR FROM LIGHTS, RAILS, AND OTHER REQUIRED ACCESSORIES PER BONDING DIAGRAM DETAIL. BONDING & GROUNDING GENERAL NOTES HEATER NOTES ELECTRICAL NOTES PLUMBING NOTES 1.EACH FIXTURE TRAP SHALL HAVE A PROTECTING VENT SO LOCATED THAT THE DEVELOPED LENGTH OF THE TRAP ARM FROM THE TRAP WEIR TO THE INNER EDGE OF THE VENT SHALL BE WITHIN THE DISTANCE GIVEN IN TABLE 1002.2 CPC, BUT IN NO CASE LESS THAN TWO TIMES THE DIAMETER OF THETRAP ARM. 2.EACH PLUMBING FIXTURE THAT CONNECTS TO THE SANITARY SEWER SYSTEM SHALL BE PROPERLY TRAPPED AND VENTED IN ACCORDANCE WITH THE 2019 CPC. 3.FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEMS AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. 4.BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CALIFORNIA PLUMBING CODE. 5.EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6)INCHES ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURE SERVED BEFOREOFFSETTING HORIZONTALLY OR BEFORE CONNECTING TO ANOTHER VENT. 1.THE POOL HEATER SHALL: A.) MEET ASME STANDARDS B.) BOND BOILER PER ELECTRIC CODE C.) HAVE A CODE COMPLIANT GAS TRAIN ASSEMBLY D.) HAVE A NATURAL GAS APPLIANCE APPROVED BALL/SHUTOFF VALVE PROVIDED BY THE BOILER INSTALLATION CONTRACTOR 2.IMC SECTION 1010.1: A.) THE DISCHARGE OF THE RELIEF VALVE SHALL BE PIPED TO WITHIN 18 INCHES OF THE FLOOR OR TO AN OPEN RECEPTACLE (IMC 1006.1) B.) NO VALVE SHALL BE PLACED BETWEEN THE SAFETY RELIEF VALVE AND THE HEATER, NOR ON THE DISCHARGE PIPE BETWEEN THE SAFETY RELIEF VALVE AND THE ATMOSPHERE (IMC 1006.1) 3.ENERGY EFFICIENCY STANDARDS SECTION A.) ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT HAS THE FOLLOWING: i.) THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATION ii.) ON/OFF SWITCH MOUNTED TO OUTSIDE OF HEATER THATALLOWS SHUTTING OFF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT AND INSTRUCTIONS CONSISTING OF A PERMANENT, EASILY READABLE AND WEATHERPROOF PLATE OR CARD THAT GIVES INSTRUCTIONS FOR THE ENERGY EFFICIENT OPERATION OF THE POOL OR SPA HEATER AND FOR PROPER CARE WHEN THE POOL OR SPA WATER COVER IS USED. iii.) NO ELECTRIC RESISTANCE HEATING. B.) INSTALLATION OF ANY POOL & SPA SYSTEM OR EQUIPMENT SHALL BE INSTALLED WITH AT LEAST 36 INCHES OF PIPE BETWEEN THE FILTER AND THE HEATER OR SUCTION AND RETURN LINES, OR BUILT-IN OR BUILT-UP CONNECTIONS AND SHALL BE INSTALLED TO ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT. 4.EQUIPMENT AND APPLIANCES SHALL BE INSTALLED AS REQUIRED BY THE TERMS OF THEIR APPROVAL, IN ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION. (IMC 304.1) 5.VENTING FOR THE POOL HEATER SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE 2015 IMC CHAPTER 8. 6.AIR FOR COMBUSTION, VENTILATION AND DILUTION OF FLUE GASSES SHALL BE PROVIDED FOR THE POOL HEATER ENCLOSURE IN ACCORDANCE WITH THE MANUFACTURES INSTALLATION INSTRUCTIONS AND THE 2015 INTERNATIONAL FUEL AND GAS CODE. 1.ALL ELECTRICAL WORK SHALL COMPLY WITH FOLLOW: 2019 CEC - ARTICLE 680 - SWIMMING POOL INSTALLATIONS - SEE: ELECTRICAL SHEETS FOR ADDITIONAL NOTES: - 680.7 - CORD-AND-PLUG-CONNECTED EQUIPMENT - 680.8 - OVERHEAD CONDUCTOR CLEARANCE - 680.9 - ELECTRIC WATER HEATER - 680.10 - UNDERGROUND WIRING - 680.11 - EQUIPMENT ROOMS AND PITS - 680.12 - MAINTENANCE DISCONNECTING MEANS - 680.21 - MOTORS - 680.22 - AREA LIGHTING, RECEPTACLES AND EQUIPMENT - 680.23 - UNDERWATER LUMINARIES - 680.24 - JUNCTION BOX, TRANSFORMER, OR GFCI ENCLOSURE - 680.25 - FEEDERS - 680.26 - EQUIPOTENTIAL BONDING - 680.27 - SPECIALIZED EQUIPMENT - ANY ADDITIONAL STATE AND LOCAL REQUIREMENTS CHEMICALS & STORAGE TITLE 24 REQUIREMENTS 1.AT LEAST 36 INCHES OF PIPE SHALL BE INSTALLED BETWEEN THE FILTER AND THE HEATER OR DEDICATED SUCTION AND RETURN LINES, OR BUILT-IN OR BUILT-UP CONNECTIONS SHALL BE INSTALLED TO ALLOW FOR THE FUTURE ADDITION OF SOLAR HEATING EQUIPMENT." 2.A COVER FOR OUTDOOR POOLS OR OUTDOOR SPAS THAT HAVE A HEAT PUMP OR GAS HEATER SHALL BE PROVIDED." 3.A TIME SWITCH OR SIMILAR CONTROL MECHANISM SHALL BE INSTALLED AS PART OF A POOL WATER CIRCULATION CONTROL SYSTEM THAT WILL ALLOW ALL PUMPS TO BE SET OR PROGRAMMED TO RUN ONLY DURING THE OFF-PEAK ELECTRIC DEMAND PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC HEALTH STANDARDS." SPECIFICATIONS 1. 03 37 14 - SHOTCRETE FOR POOLS 2. 07 14 17 - COLD FLUID-APPLIED WATERPROOFING FOR POOLS 3. 09 30 14 - TILE FOR POOLS 4. 09 97 27 - CEMENTATIOUS COATING FOR POOLS 5. 13 11 23 - ON-GRADE SWIMMING POOL CONTRACTOR NOTES 1.CONTRACTOR RESPONSIBILITY 1.1.THE POOL CONTRACTOR SHALL HAVE CONTROL AND RESPONSIBILITY TO THE GENERAL CONTRACTOR FOR THE WORK REQUIRED TO RESULT IN A FULLY FUNCTIONING COMMERCIAL SWIMMING POOL AS DEFINED IN THE CONTRACT DOCUMENTS. 1.2.THE GENERAL CONTRACTOR SHALL NOT SUBCONTRACT ANY PART OF THE SPECIFIED SWIMMING POOL CONSTRUCTION OR POOLEQUIPMENT TO ANYONE OTHER THAN A LICENSED POOL SUBCONTRACTOR MEETING ALL REQUIREMENTS OF THIS AND RELATED SECTIONS. 2.CONTRACTOR QUALIFICATION 2.1.POOL CONTRACTOR SHALL SUBMIT EVIDENCE OF QUALIFICATIONSTO THE GENERAL CONTRACTOR WITH OR IN ADVANCE OF HIS BID TO THE GENERAL CONTRACTOR SO THAT THE GENERAL CONTRACTOR CAN BE ASSURED PRIOR TO THE BID THAT THE POOL CONTRACTOR COMPLIES WITH THE FOLLOWING QUALIFICATION REQUIREMENTS. 2.2.EVIDENCE OF SUCCESSFUL EXPERIENCE IN THE CONSTRUCTION OF NOT LESS THAN THREE (3) SEMI COMMERCIAL POOLS IN THELAST FIVE (5) YEARS, SIMILAR IN SCOPE AND COMPLEXITY TO THE POOL REQUIRED FOR THIS PROJECT WITH RESPECT TO: 2.2.1.NOT LESS THAN 3000 SQUARE FEET OF WATER SURFACE AREA. 2.2.2.AUTOMATED CHEMISTRY CONTROL SYSTEMS. 2.2.3.THERAPY SPA SYSTEMS 2.2.4.SKIMMER TYPE POOLS/SPA 2.2.3.CD OZONE SYSTEM OR UV STERILIZERS. 2.3.PROVIDE A LIST OF NOT LESS THAN THREE (3) SEMI COMMERCIAL POOL FACILITIES COMPLETE WITH VERIFIED NAMES, ADDRESSES,TELEPHONE NUMBERS OF THE GOVERNMENT REPRESENTATIVE, THE CONTRACTING OFFICER, THE MECHANICAL, ELECTRICAL, AND PLUMBING SUBCONTRACTORS, AND THE GENERAL CONTRACTOR. 2.4.PROVIDE NARRATIVE DESCRIPTION OF EACH COMPARATIVE LISTED POOL FACILITY, INCLUDING BUT NOT LIMITED TO DATE OF CONSTRUCTION START AND COMPLETION, WATER SURFACE AREA, TYPE OF DECK OR SKIM GUTTER SYSTEM, TYPE AND SIZE OFFILTRATION SYSTEM, TYPE AND SIZE OF WATER TREATMENT SYSTEM, AND TYPE OF AUTOMATIC CONTROL AND INTERLOCK SYSTEM. 3.WARRANTY 3.1.THE SHELL OF THE POOL AND ALL RELATED WORK SHALL BE WARRANTED AGAINST CRACKING OR FAILURE TO HOLD WATER FOR A PERIOD OF ONE (1) YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION, PROVIDED THE POOL IS KEPT FULL OF WATER EXCEPT FOR A PERIOD OF 10 DAYS PER YEAR FOR MAINTENANCE,THE WATER TABLE IS NOT ABOVE THE LOWEST POINT OF THE POOL, THE STRUCTURE IS NOT DAMAGED BY EARTHQUAKE, EARTH OR EARTH FILL MOVEMENT, OR CONDITIONS NOT OCCASIONED BY THE CONTRACTOR. 3.2.ALL EQUIPMENT SHALL BE WARRANTED BY THE MANUFACTURER FOR A MINIMUM OF TWO (2) YEARS FOLLOWING THE DATE OF SUBSTANTIAL COMPLETION. 3.3.WARRANT FINISH SURFACES AND FINISHES FOR TWO (2) YEARS AGAINST DELAMINATING. 4.OPERATION AND MAINTENANCE MANUALS 4.1.MANUALS, GENERAL 4.1.1.ORGANIZE EACH MANUAL INTO A SEPARATE SECTION FOR EACH SYSTEM AND SUBSYSTEM, AND A SEPARATE SECTIONFOR EACH PIECE OF EQUIPMENT NOT PART OF A SYSTEM. EACH MANUAL SHALL CONTAIN THE FOLLOWING MATERIALS, IN THE ORDER LISTED 4.2.OPERATION MANUALS 4.2.1.SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS 4.2.2.OPERATING STANDARDS 4.2.3.OPERATING PROCEDURES 4.2.4.OPERATING LOGS 4.2.5.WIRING DIAGRAMS 4.2.6.PIPED SYSTEMS DIAGRAMS 4.2.7.PRECAUTIONS AGAINST IMPROPER USE 4.3.MAINTENANCE MANUALS 4.3.1.PRODUCT INFORMATION 4.3.2.MAINTENANCE PROCEDURES 4.3.3.REPAIR INSTRUCTIONS, MATERIALS AND SOURCES 4.4.DRAWINGS 4.4.1.MOST RECENT SET OF CONSTRUCTION DRAWINGS 4.4.2.AS-BUILT DRAWINGS SUBMITTALS 1.PRODUCT SUBMITTAL: POOL CONTRACTOR TO INCLUDE MANUFACTURER'S DATA, INSTALLATION INSTRUCTIONS AND GENERAL RECOMMENDATIONS FOR EACH SPECIFIED PRODUCT. 2.SHOP DRAWING SUBMITTAL: SHOP DRAWINGS OF EACH ITEM SPECIFIED SHOWING LAYOUT, PROFILES, METHODS OF JOINING AND ANCHORAGE DETAILS 3.SUBMITTAL FORM: USE SUBMITTAL FORM AS A COVER PAGE FOR EACH PRODUCT AND SHOP DRAWING. PROJECT START-UP 1.POOL SHALL NOT HAVE INTERIOR FINISH APPLIED UNTIL FILTRATION SYSTEM AND CHLORINATION SYSTEM ARE COMPLETE AND READY FOR START-UP. CONTRACTOR SHALL NOTIFY OWNER IN WRITING OF START-UP AT LEAST TWO WEEKS PRIOR TO INTERIOR FINISH APPLICATION DATE. 2.CONTRACTOR SHALL FLUSH ENTIRE SYSTEM, INCLUDING WATER SOURCE, PRIOR TO WHITE PLASTER APPLICATION TO ASSURE CLEAN AND POTABLE WATER AVAILABILITY AT TIME OF APPLICATION. 3.CONTRACTOR SHALL MAINTAIN SWIMMING POOL FOR 10 CONSECUTIVE DAYS IN CONJUNCTION WITH MECHANICAL SYSTEM OPERATIONAL TEST. THIS MAINTENANCE PERIOD SHALL BE EXTENDED WITH MECHANICAL SYSTEM OPERATIONAL TEST IF REQUIRED PER MANUFACTURE GUIDELINES. DURING THIS TIME, BRUSH ENTIRE POOL PLASTER SERVICE DAILY STARTING IMMEDIATELY AFTER FILLING POOL FOR MINIMUM OF 5 DAYS TO REMOVE DUST, PERIODICALLY CLEAN GRATES UNTIL NO FURTHER ACCUMULATION OF FOREIGN MATERIALS OCCURS, AND ADD CHEMICALS AS REQUIRED FOR ACCEPTABLE WATER QUALITY. AFTER SUCCESSFUL CONCLUSION OF MECHANICAL SYSTEM OPERATIONAL TESTING, CLEAN GRATES, VACUUM POOL, AND LEAVE POOL READY FOR USE. APPROVAL STAMP WATER CHEMISTRY 1.AMERICANS WITH DISABILITIES ACT 2.VIRGINIA GRAEME BAKER SAFETY ACT 3.2015 CAEHA - CALIFORNIA ASSOCIATION OF ENVIRONMENTAL HEALTH ADMINISTRATORS 4.2019 CALIFORNIA BUILDING CODE STANDARDS - TITLE 24: -CHAPTER 31B - PUBLIC POOLS -CALIFORNIA BUILDING STANDARDS -CALIFORNIA BUILDING CODE -CALIFORNIA ELECTRICAL CODE -CALIFORNIA MECHANICAL CODE -CALIFORNIA PLUMBING CODE -CALIFORNIA ENERGY CODE -CALIFORNIA FIRE CODE -CALIFORNIA GREEN BUILDING STANDARDS CODE 5.GUIDELINES SET FORTH BY THE COUNTY OF RIVERSIDE. SCOPE OF WORK SHEET INDEX CODE COMPLIANCE CONTACT INFORMATION POOL ENGINEER OF RECORD AMMTEC CONSULTANTS 2447 WEST 12TH STREET SUITE #1 TEMPE, AZ 85281 OFFICE: 480-972-9696 CONTACT: ALAN MONEY - P.E. POOL DESIGNER: AQUA DESIGN INTERNATIONAL 7534 N. LA CHOLLA BLVD. TUCSON, AZ 85741 OFFICE: 520-219-8929 CONTACT: KEN PAULSON - R.L.A THESE DRAWINGS REPRESENT THE POOL & SPA FEATURE FOR THIS PROJECT ALL DECKING LIMITS, DRAINAGE, WALKWAYS, FENCING DESIGN, BATHROOMS DESIGN, UTILITIES, AND OTHER STRUCTURES SHOWN ON THE PLAN SHALL BE DOCUMENTED BY OTHER DISCIPLINES. THE CONTRACTED SCOPE OF WORK REPRESENTS THE FOLLOWING: SPECIFICATIONS: ·POOL & SPA TYPE: ON-GRADE ·POOL & SPA SIZE: PER DESIGN REQUIREMENTS ·CONSTRUCTION TYPE: PNEUMATICALLY PLACED SHOTCRETE ·WALL AND FLOOR COATING: WHITE PLASTER ·FILTRATION SYSTEM: SAND FILTER SYSTEM - PER LOCAL CODE ·SANITATION SYSTEM: PUMPS AND TANKS, CHEMISTRY CONTROLLER ·ACCESSORIES: LIFE SAFETY EQUIPMENT AND SIGNAGE ·DECK EQUIPMENT: HANDRAILS, ANCHORS, ADA LIFT AS REQUIRED INCLUDED IN DESIGN PACKAGE: ·INSTALL OF POOL & SPA CONCRTE SHELL AND PIPING. ·POOL & SPA INSTALLED AS A COMPLETE WORKING SYSTEM. ·COPING AT POOL EDGE & COPING AT SPA EDGE WITH PROVISIONS FOR DECKING (BY OTHERS). ·INSTALLATION OF WHITE TILE INTERIOR SURFACE. ·TILE AT BORDER OF POOL WITH DEPTH MARKINGS. ·COMPLETE FILTRATION AND SANITATION EQUIPMENT. ·ELECTRICAL PANEL WITH CHEMICAL FEED INTERLOCK PROVIDED BY G.C. ·INTERIOR LIGHTING TO GFCI CIRCUIT. ·INTERCONNECTION OF POOL PIPING TO FILTRATION SYSTEM. (Sch. 80 PVC) ·HAND RAILS, GRAB RAILS, DECK ANCHORS, SAFETY AND TEST EQUIPMENT. ASME HEATER (NG) - GAS LINE PROVIDED BY G.C. ·ADA LIFT ANCHOR WITH REMOVABLE LIFT. ·CONNECTION OF FRESH WATER FILL PROVIDED BY G.C. (PROTECTED) TO AUTOMATIC WATER LEVEL SYSTEM. ·RELATED PERMITTING AND INFORMATION. ·START-UP AND OWNER TRAINING. ·INITIAL CHEMICAL BATCH AND WATER BALANCING. ·OPERATION GUIDE MANUAL. COMMON PROPERTY NAME: SANI-CHLOR - HYPOCHLORITE (BLEACH) - NaOCL MATERIAL: OXIDIZER CLASS: 1 STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(1) - 400 GALLONS ON SITE STORAGE: (3) 35 GAL. TANKS AS NEEDED BY OWNER USED IN CLOSED SYSTEM: (3) 35 GALLONS USED IN DOUBLE WALLED CHEMICAL TANKS CSA REGISTRATION NO: 7681-52-9 COMMON PROPERTY NAME: HYDROCHLORIC ACID - HCL MATERIAL: CORROSIVE CLASS: 1 STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(2) - 50 GALLONS ON SITE STORAGE: (1) 35 GAL. DOUBLE WALLED TANK USED IN CLOSED SYSTEM: 35 GALLONS USED IN DOUBLE WALLED CHEMICAL TANK CSA REGISTRATION NO: 7647-01-0 COMMON PROPERTY NAME: EZ POOL PRO MATERIAL: WATER CLARIFIER CLASS: N/A STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(2) 400 GALLONS ON SITE STORAGE: (2) 40 LB. SEALED TUBS USED IN CLOSED SYSTEM: 30 GALLONS USED IN DOUBLE CHEMICAL TANK CSA REGISTRATION NO: N/A - CERTIFIED TO NSF/ANSI STANDARD 50. COMMON PROPERTY NAME: REVIVE PRO MATERIAL: WATER CLARIFIER CLASS: N/A STORAGE AMOUNT: MAXIMUM STORAGE PER TABLE 5003.1.1(2) 400 GALLONS ON SITE STORAGE: (2) 5 GAL. SEALED TUBS USED IN CLOSED SYSTEM: 10 GALLONS USED IN DOUBLE CHEMICAL TANK CSA REGISTRATION NO: N/A - CERTIFIED TO NSF/ANSI STANDARD 50 MONTAGE FOR REFERENCE PLANS UNDER SEPARATE PERMIT: ARCHITECTURE: PERMIT #BCPR2019-006 S1 A00.503 SITE PLAN FIRE ACCESS H1, HS H1 A02.101 OVERALL CONSTRUCTION PLAN - LEVEL 01 H1 A02.203 CONSTRUCTION PLAN - LEVEL 01 - POOL H1 A06.100 ENLARGED RESTROOMS - FLOOR PLANS & RCP STRUCTURAL: PERMIT #BCPR2019-006 H1 S02.209 FOUNDATION PLAN POOL EQUIPMENT BUILDING H1 S02.210 ROOF FRAMING PLAN - POOL EQUIPMENT LANDSCAPE: PERMIT #FLP2019-0004 P2-LC0.01 MONTAGE LANDSCAPE CONSTRUCTION NOTES & LEGEND P2-LC0.02 MONTAGE LANDSCAPE CONSTRUCTION NOTES & LEGEND P2-LC1.08 MONTAGE LANDSCAPE CONSTRUCTION PLAN P2-LC1.09 MONTAGE LANDSCAPE CONSTRUCTION PLAN P2-LC1.10 MONTAGE LANDSCAPE CONSTRUCTION PLAN P2-LC5.01 MONTAGE LANDSCAPE CONSTRUCTION DETAILS P2-LC5.02 MONTAGE LANDSCAPE CONSTRUCTION DETAILS P2-LC5.03 MONTAGE LANDSCAPE CONSTRUCTION DETAILS P2-LC5.05 MONTAGE LANDSCAPE CONSTRUCTION DETAILS P2-LPT1.09 MONTAGE LANDSCAPE PLANTING TREE & VINE PLAN P2-LPT1.10 MONTAGE LANDSCAPE PLANTING TREE & VINE PLAN CIVIL: PERMIT #PG2019-018 SHEET 4 PRECISE GRADING PLAN SHEET 5 PRECISE GRADING PLAN SHEET 17 STORM DRAIN PLAN SITE LIGHTING: PERMIT #BCPR2019-006 H1 E00.012 SITE LIGHTING PLAN AREA 6 H1 E00.013 SITE LIGHTING PLAN AREA 7 MECHANICAL: PERMIT #BCPR2019-006 H1-M02.206-2 MECHANICAL - CONSTRUCTION PLAN - H1 LEVEL 01 H1-M02.209-2 MECHANICAL - CONSTRUCTION PLAN - ROOF H1-M05.101 MECHANICAL DETAILS H1-M05.102 MECHANICAL DETAILS ELECTRICAL: PERMIT #BCPR2019-006 H1 E00.050 SITE POWER PLAN H1 E06.104 ENLARGED PLANS H1 E08.101 SINGE-LINE DIAGRAM H2 E09.102 PANEL SCHEDULES PLUMBING: PERMIT #BCPR2019-006 H2-P02.101 PLUMBING OVERALL PLAN - LEVEL 01 H1-P02.301 PLUMBING - ENLARGED PLANS H1-P02.501 PLUMBING DETAILS SECURITY: PERMIT #BCPR2019-006 H1 SEC-1.1 MONTAGE POOL H1 SEC-2.0 SECURITY DETAILS AUDIOVISUAL: PERMIT #BCPR2019-006 H1 AV-1.1 MONTAGE POOL H1 AV-2.0 AV DETAILS TELECOM: PERMIT #BCPR2019-006 H2 T-1.1 MONTAGE POOL H2 T-2.0 OUTLET DETAILS ENCLOSURE NOTES 2019 CALIFORNIA BUILDING CODE STANDARDS - TITLE 24: -CHAPTER 31B - PUBLIC POOLS: 3119B.1 ENCLOSURE. THE POOL SHALL BE ENCLOSED BY ONE OR A COMBINATION OF THE FOLLOWING: A FENCE, PORTION OF A BUILDING, WALL, OR OTHER APPROVED DURABLE ENCLOSURE. DOORS, WINDOWS, GATES OF LIVING UNITS OR ASSOCIATED PRIVATE PREMISES SHALL NOT BE PERMITTED AS PART OF THE POOL ENCLOSURE. THE ENCLOSURE, DOORS AND GATES SHALL MEET ALL OF THE FOLLOWING SPECIFICATIONS: 4.THE ENCLOSURE SHALL HAVE A MINIMUM EFFECTIVE PERPENDICULAR HEIGHT OF 5 FEET (1524 MM) AS MEASURED FROM THE OUTSIDE AS DEPICTED IN FIGURE 31B-4; AND 5.OPENINGS, HOLES OR GAPS IN THE ENCLOSURE, DOORS AND/OR GATES SHALL NOT ALLOW THE PASSAGE OF A 4-INCH (102 MM) DIAMETER SPHERE. THE ENCLOSURE SHALL BE CONSTRUCTED OVER A HARD AND PERMANENT MATERIAL EQUIVALENT TO CONCRETE; AND 6.THE ENCLOSURE SHALL BE DESIGNED AND CONSTRUCTED SO THAT IT CANNOT BE READILY CLIMBED BY SMALL CHILDREN. HORIZONTAL AND DIAGONAL MEMBER DESIGNS WHICH MIGHT SERVE AS A LADDER FOR SMALL CHILDREN ARE PROHIBITED. HORIZONTAL MEMBERS SHALL BE SPACED AT LEAST 48 INCHES (1219 MM) APART. NO PLANTERS OR OTHER STRUCTURES THAT CAN BE CLIMBED SHALL BE PERMITTED WITHIN 5 FEET (1524 MM) OF THE OUTSIDE OF THE POOL ENCLOSURE OR WITHIN A 5 FOOT (1524 MM) ARC AS DEPICTED IN FIGURE 31B-5. THE AREA 5 FEET (1524 MM) OUTSIDE OF THE POOL ENCLOSURE SHALL BE A COMMON AREA OPEN TO THE PUBLIC; AND 7.CHAIN LINK MAY BE USED, PROVIDED THAT THE OPENINGS ARE NOT GREATER THAN 13/4 INCHES (44 MM) MEASURED HORIZONTALLY. 3119B.2 GATES. GATES AND DOORS OPENING INTO THE POOL ENCLOSURE ALSO SHALL MEET THE FOLLOWING SPECIFICATIONS: 1.GATES AND DOORS SHALL BE EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES. THE SELF-LATCHING DEVICE SHALL KEEP THE GATE OR DOOR SECURELY CLOSED. GATES AND DOORS SHALL OPEN OUTWARDLY AWAY FROM THE POOL EXCEPT WHERE OTHERWISE PROHIBITED BY LAW. HAND ACTIVATED DOOR OR GATE OPENING HARDWARE SHALL BE LOCATED AT A HEIGHT NO LOWER THAN 42 INCHES (1067 MM) BUT NO HIGHER THAN 44 INCHES (1179 MM) ABOVE THE DECK OR WALKWAY; AND 2.GATES AND DOORS SHALL BE CAPABLE OF BEING LOCKED DURING TIMES WHEN THE POOL IS CLOSED. EXIT DOORS WHICH COMPLY WITH CHAPTER 10, TITLE 24, CALIFORNIA CODE OF REGULATIONS SHALL BE CONSIDERED AS MEETING THESE REQUIREMENTS; AND 3.THE POOL ENCLOSURE SHALL HAVE AT LEAST ONE MEANS OF EGRESS WITHOUT A KEY FOR EMERGENCY PURPOSES. UNLESS ALL GATES OR DOORS ARE SO EQUIPPED, THOSE GATES AND/OR DOORS WHICH WILL ALLOW EGRESS WITHOUT A KEY SHALL HAVE A SIGN IN LETTERS AT LEAST 4 INCHES (102 MM) HIGH STATING EMERGENCY EXIT; AND 4.THE ENCLOSURE SHALL BE CONSTRUCTED SO THAT ALL PERSONS WILL BE REQUIRED TO PASS THROUGH COMMON POOL ENCLOSURE GATES OR DOORS IN ORDER TO GAIN ACCESS TO THE POOL AREA. ALL GATES AND DOORS EXITING THE POOL AREA SHALL OPEN INTO A PUBLIC AREA OR A WALKWAY ACCESSIBLE BY ALL POOL PATRONS. ACCESSIBILITY NOTES A.ALTERNATE MODEL LIFTS WILL NOT BE CONSIDERED UNLESS EQUAL TO THE SPECIFIED PRODUCT IN EVERY RESPECT. ALTERNATIVE UNITS MUST BE SUBMITTED FOR APPROVAL NO LESS THAN TEN (10) CALENDAR DAYS PRIOR TO BID DUE DATE. SUBMITTAL DATA MUST INCLUDE COMPLETE DOCUMENTATION RELATING TO ALL THE SPECIFIED FEATURES AND INCLUDE MANUFACTURER'S SALES LITERATURE, SPECIFICATION SHEETS, INSTALLATION/OPERATION/MAINTENANCE MANUALS, ENGINEERED DRAWINGS AND DOCUMENTS SUPPORTING THE STRENGTH, SERVICE CAPACITY AND THE ABILITY TO MEET THE APPROPRIATE FEDERAL REGULATORY STANDARDS ASSOCIATED WITH THE PROPOSED LIFT. THE MANUFACTURER SHALL BE AQUA CREEK PRODUCTS, MODEL NAME “SCOUT” F-800SC; CONTACT NATIONAL AQUATIC COMPLIANCE: WWW.NATIONALAQUATICCOMPLIANCE.COM B.MANUFACTURERS QUALIFICATIONS: THE ASSISTED ACCESS LIFT SHALL BE THE STANDARD PRODUCT OF A COMPANY REGULARLY ENGAGED IN THE MANUFACTURE OF COMMERCIAL GRADE SWIMMING POOL AND SPA ACCESSIBILITY EQUIPMENT AND SHALL BE SPECIFICALLY DESIGNED FOR USE IN SWIMMING POOLS AND SPAS. C.THE LIFT SHALL BE INDEPENDENTLY VERIFIED TO MEET THE GUIDELINES AS SPECIFIED IN SECTION 1009 OF THE 2010 ADA ACCESSIBILITY STANDARDS FOR BUILDINGS AND FACILITIES, ANSI/AAMI ES 60601-1:2005 AND CLAUSE 27 OF THE STANDARD FOR POLYMERIC MATERIALS UL 746C BY AN INDEPENDENT TESTING LABORATORY. D.THE LIFT SHALL BE RATED FOR A MAXIMUM 350-LB LOAD CAPACITY WITH A MINIMUM 1.5 TIMES THE RATED LOAD CAPACITY SAFETY FACTOR. ALL ELECTRICAL COMPONENTS SHALL SUPPORT A UL AND CE LISTING FOR SAFETY. E.THE LIFTS MAIN STRUCTURE SHALL BE MANUFACTURED OF TYPE 304 STAINLESS STEEL, NO DISSIMILAR METALLIC COMPONENTS SHALL BE ALLOWED. THE MAIN STRUCTURE SHALL ALSO BE COATED WITH A MINIMUM 4-MIL THICK, UV RESISTANT WHITE EPOXY POWDER COAT FINISH. ALL FASTENING HARDWARE SHALL BE OF TYPE 316 STAINLESS STEEL. THE LIFT SHALL BE SUPPLIED WITH A SEPARATE BATTERY CHARGER CORD AND HANDHELD CONTROLLER. F.THE CHAIR OF THE LIFT SHALL BE OF A RIGID ONE-PIECE MOLDED DESIGN WITH BOTH A SEAT BOTTOM AND SEAT BACK AND MADE OF A UV STABILIZED POLYETHYLENE MATERIAL WITH A MINIMUM SEAT WIDTH OF 18-INCHES (45.72-CM) AND SEAT BACK HEIGHT OF 17.5-INCHES (44.45-CM). THE SEAT SHALL HAVE BOTH AN INNER AND OUTER FLIP-UP ARM AND SHALL BE SUPPLIED WITH A 2-INCH WIDE (5.08-CM) ADJUSTABLE SAFETY BELT WITH VELCRO®-TYPE CLASPS. ADA LIFT SPECS 1009.4 TRANSFER WALLS. TRANSFER WALLS SHALL COMPLY WITH 1009.4. 1009.4.1 CLEAR DECK SPACE. A CLEAR DECK SPACE OF 60 INCHES (1525 MM) MINIMUM BY 60 INCHES (1525 MM) MINIMUM WITH A SLOPE NOT STEEPER THAN 1:48 SHALL BE PROVIDED AT THE BASE OF THE TRANSFER WALL WHERE ONE GRAB BAR IS PROVIDED, THE CLEAR DECK SPACE SHALL BE CENTERED ON THE GRAB BAR. WHERE TWO GRAB BARS ARE PROVIDED, THE CLEAR DECK SPACE SHALL BE CENTERED ON THE CLEARANCE BETWEEN THE GRAB BARS. 1009.4.2 HEIGHT. THE HEIGHT OF THE TRANSFER WALL SHALL BE 16 INCHES (405 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM MEASURED FROM THE DECK. 1009.4.4 SURFACE. SURFACES OF TRANSFER WALLS SHALL NOT BE SHARP AND SHALL HAVE ROUNDED EDGES. 1009.4.5 GRAB BARS. AT LEAST ONE GRAB BAR COMPLYING WITH 609 SHALL BE PROVIDED ON THE TRANSFER WALL GRAB BARS SHALL BE PERPENDICULAR TO THE POOL WALL AND SHALL EXTEND THE FULL DEPTH OF THE TRANSFER WALL THE TOP OF THE GRIPPING SURFACE SHALL BE 4 INCHES (100 MM) MINIMUM AND 6 INCHES (150 M) MAXIMUM ABOVE TRANSFER WALLS. WHERE ONE GRAB BAR IS PROVIDED, CLEARANCE SHALL BE 24 INCHES (610 MM) MINIMUM ON BOTH SIDES OF THE GRAB BAR. WHERE TWO GRAB BARS ARE PROVIDED, CLEARANCE BETWEEN GRAB BARS SHALL BE 24 INCHES (610 MM) MINIMUM. 11B-1009 SWIMMING POOLS, WADING POOLS, AND SPAS 11B-1009.1 GENERAL. WHERE PROVIDED, POOL LIFTS, SLOPED ENTRIES, TRANSFER WALLS, TRANSFER SYSTEMS, AND POOL STAIRS SHALL COMPLY WITH 11B-1009. 11B-1009.2 POOL LIFTS. POOL LIFTS SHALL COMPLY WITH 11B-1009.2. 11B-1009.2.1 POOL LIFT LOCATION. POOL LIFTS SHALL BE LOCATED WHERE THE WATER LEVEL IS 36 INCHES MINIMUM AND 48 INCHES MAXIMUM. 11B-1009.2.3 CLEAR DECK SPACE. ON THE SIDE OF THE SEAT OPPOSITE THE WATER, A CLEAR DECK SPACE SHALL BE PROVIDED PARALLEL WITH THE SEAT. THE SPACE SHALL BE 36 INCHES WIDE MINIMUM AND SHALL EXTEND FORWARD 48 INCHES MINIMUM FROM A LINE LOCATED 12 INCHES BEHIND THE REAR EDGE OF THE SEAT. THE CLEAR DECK SPACE SHALL HAVE ASLOPE NOT STEEPER THAN 1:48. 11B-1009.2.4 SEAT . THE SEAT SHALL BE RIGID AND SHALL HAVE A BACK SUPPORT THAT IS AT LEAST 12 INCHES TALL. THE HEIGHT OF THE LIFT SEAT SHALL BE DESIGNED TO ALLOW A STOP AT 17 INCHES MINIMUM TO 19INCHES MAXIMUM MEASURED FROM THE DECK TO THE TOP OF THE SEAT SURFACE WHEN IN THE RAISED (LOAD) POSITION. THE SEAT SHALL HAVE A RESTRAINT FOR THE USE OF THE OCCUPANT WITH OPERABLE PARTS COMPLYING WITH 11B-309. 11B-1009.2.5 SEAT WIDTH. THE SEAT SHALL BE 16 INCHES WIDE MINIMUM. 11B-1009.2.6 FOOTRESTS AND ARMRESTS. FOOTRESTS SHALL BE PROVIDED AND SHALL MOVE WITH THE SEAT. THE SEAT SHALL HAVE TWO ARMRESTS. THE ARMREST POSITIONED OPPOSITE THE WATER SHALL BE REMOVABLE OR SHALL FOLD CLEAR OF THE SEAT WHEN THE SEAT IS IN THE RAISED POSITION. 11B-1009.2.7 OPERATION. THE LIFT SHALL BE CAPABLE OF UNASSISTED OPERATION FROM BOTH THE DECK AND WATER LEVELS. CONTROLS AND OPERATING MECHANISMS SHALL BE UNOBSTRUCTED WHEN THE LIFT IS IN USE AND SHALL COMPLY WITH 11B-309.4 (OPERATION). THE LIFT SHALL BE STABLE AND NOT PERMIT UNINTENDED MOVEMENT WHEN A PERSON IS GETTING INTO OR OUT OF THE SEAT. 11B-1009.2.8 SUBMERGED DEPTH. THE LIFT SHALL BE DESIGNED SO THAT THE SEAT WILL SUBMERGE TO A WATER DEPTH OF 18 INCHES MINIMUM BELOW THE STATIONARY WATER LEVEL. 11B-1009.2.9 LIFTING CAPACITY. SINGLE PERSON POOL LIFTS SHALL HAVE A WEIGHT CAPACITY OF 300 POUNDS MINIMUM AND BE CAPABLE OF SUSTAINING A STATIC LOAD OF AT LEAST ONE AND A HALF TIMES THE RATED LOAD. WHITE PLASTER WATERPROOFING 1.AQURON CONCRETE POOL SHELL PROTECTOR (CPSP): PERMANENT, CLEAR TREATMENT, PRESERVATIVE, SEALANT SOLUTION FOR ALL SHOTCRETE SHELLS. SHALL BE APPLIED PRIOR TO INSTALLATION OF INTERIOR SHELL FINISH. MATERIALS 1.PORTLAND CEMENT: ASTM C150, TYPE I WHITE PORTLAND CEMENT, HYDRATED LIME: ASTM C206, TYPE S. 2.SAND FOR POOL PLASTER FINISH COAT: WHITE MARBLE DUST UNIFORMLY GRADED WITHIN THE FOLLOWING LIMITS: ALL PASSING THE NO. 30 SIEVE. 3.WATER: CLEAN, FRESH, FROM DOMESTIC POTABLE SOURCE. 4.PERCENTAGE RETAINED (BY WEIGHT PLUS OR MINUS 2%) ON EACH SIEVE. PLASTER PROPORTIONS AND MIXING 1.MATERIALS ARE SPECIFIED ON A VOLUME BASIS AND SHALL BE MEASURED IN APPROVED CONTAINERS THAT SHALL ENSURE THAT THE SPECIFIED PROPORTIONS SHALL BE CONTROLLED AND ACCURATELY MAINTAINED DURING THE PROGRESS OF THE WORK. MEASURING MATERIALS WITH SHOVEL BLADE (“SHOVEL COUNT”) IS NOT PERMITTED. 2.WHITE MARBLE POOL PLASTER FINISH COAT: MIX FINISH IN PROPORTION OF ONE PART BY VOLUME OF WHITE PORTLAND CEMENT TO NOT MORE THAN TWO PARTS BY VOLUME OF SAND (SPECIFIED WHITE MARBLE DUST). 3.MIXING: PERFORM MIXING IN APPROVED MECHANICAL MIXERS OF THE TYPE IN THAT QUANTITY OF WATER CAN BE CONTROLLED ACCURATELY AND UNIFORMLY. WHILE MIXER IS IN CONTINUOUS OPERATION, CHANGE APPROXIMATELY 90% OF ESTIMATED QUANTITY OF WATER, HALF OF SAND, ALL CEMENT, AND THE OTHER ONE-HALF OF THE SAND INTO THE MIXER IN THAT SEQUENCE, AND MIX THOROUGHLY WITH REMAINDER OF WATER UNTIL MIXTURE IS UNIFORM IN COLOR AND CONSISTENCY. AVOID EXCESS MIXING TO PREVENT HASTY SOLUTION OF CEMENT RESULTING IN ACCELERATED SET. DISCARD PLASTER THAT HAS BEGUN TO SET BEFORE IT IS USED 4.RE-TEMPERING IS NOT PERMITTED. DO NOT USE ANY CAKED OR LUMPY MATERIALS. COMPLETELY EMPTY MIXER AND MIXING BOXES AFTER EACH BATCH IS MIXED AND KEEP FREE OF OLD PLASTER. PLASTER EXECUTION A.PREPARATION OF SURFACES 1.REMOVE EXISTING PLASTER SURFACE (IF APPLICABLE) DOWN TO THE STRUCTURAL SHELL OF THE POOL. CLEAN BASE SURFACES OF PROJECTIONS, DUST, LOOSE PARTICLES, GREASE, BOND BREAKERS, AND FOREIGN MATTER; MAKE SUFFICIENTLY ROUGH TO PROVIDE A STRONG MECHANICAL BOND. THOROUGHLY WASH ENTIRE SURFACE WITH 6,000 PSI HIGH PRESSURE WATER IMMEDIATELY PRIOR TO PLASTERING (IF APPLICABLE). WET CEMENTATIOUS BASE SURFACES WITH A FINE FOG WATER SPRAY TO PRODUCE A UNIFORMLY MOIST CONDITION AND CHECK SCREEDS, POOL EQUIPMENT, AND ACCESSORIES FOR CORRECT ALIGNMENT BEFORE PLASTERING IS STARTED. DO NOT APPLY PLASTER TO BASE SURFACES CONTAINING FROST. INSTALL TEMPORARY COVERINGS AS REQUIRED TO PROTECT ADJOINING SURFACES FROM STAINING OR DAMAGE BY PLASTER OPERATION. B.PLASTER APPLICATION 1.GENERAL: APPLY FINISH PLASTER TO MINIMUM 5/8 INCH THICKNESS AT ANY LOCATION. APPLY FINISH PLASTER BY HAND OR MACHINE. IF PLASTERING MACHINE IS USED, CONTROL FLUIDITY OF PLASTER TO HAVE A SUMP NOT EXCEEDING 2-1/2 INCHES WHEN TESTED USING A 2” BY 4” BY 6” HIGH SLUMP CONE. DO NOT ADD ADDITIONAL WATER TO THE MIX SUBSEQUENT TO DETERMINING WATER CONTENT TO MEET THIS SLUMP. 2.WORKMANSHIP: APPLY FINISH PLASTER IN TWO COATS BY “DOUBLE BACK” METHOD WITH SECOND COAT APPLIED AS SOON AS FIRST COAT IS TAMPED AND INITIALLY FLOATED. APPLY PLASTER WITH SUFFICIENT PRESSURE TO PROVIDE A GOOD HOLD ON BOND BASES. WORK PLASTER TO SCREEDS AT INTERVALS FROM 5 FEET TO 8 FEET OR CLOSER AS REQUIRED ON CURVED SURFACES. FINISH PLASTER TO TOLERANCE OF -0 TO +1/8 INCH IN THICKNESS AND TO 1/8 INCH IN 8 FEET OF STRAIGHT PITS, CRAZING, DISCOLORATION, PROJECTIONS, OR OTHER IMPERFECTIONS. FORM PLASTER CAREFULLY AROUND CURVES AND ANGLES, WELL UP TO SCREEDS. TAKE SPECIAL CARE TO PREVENT SAGGING AND CONSEQUENT DROOPING OF APPLICATIONS. PRODUCE SURFACES FREE OF VISIBLE JUNCTION MARKS IN FINISH COAT WHERE ONE DAY'S WORK ADJOINS ANOTHER. CONCRETE & REBAR NOTES 1.PROVIDE WATERPROOFING SYSTEM AQURON CPSP BY AQURON CORPORATION INTERNATIONAL (WWW.AQURON.COM) BETWEEN INTERIOR COATING AND SHOTCRETE PER PRODUCT INSTRUCTIONS. 2.SEAL ALL PENETRATIONS THROUGH SHOTCRETE SHELL WITH AQUABOND UW-5000 EPOXY AT CONNECTION OF PVC TO SHOTCRETE. WATERPROOFING NOTES 1.AN ACI CERTIFIED NOZZLEMAN (VERTICAL PLACEMENT) IS REQUIRED FOR SHOTCRETE PLACEMENT ON THIS PROJECT. SUBMIT COPY OF CERTIFICATION WITH BID TO GENERAL CONTRACTOR. BIDS FOR POOL WITH OUT CERTIFICATION WILL NOT BE CONSIDERED. 2.A SHOTCRETE PLACEMENT ACI CERTIFIED EXAMINER IS REQUIRED ON THIS PROJECT. THE CONTRACTOR SHALL PROVIDE AN "INSPECTION OF RECORD" DETAILING THE PLACEMENT OF SHOTCRETE AND VERIFICATION OF REINFORCEMENT. 3.NO REBOUND OR SPOILS WILL BE PERMITTED IN ANY AREA OF THE POOL CONSTRUCTION. PROVIDE INSPECTION OF RECORD FROM THE ACI CERTIFIED EXAMINER. 4.STRUCTURAL REINFORCING SHOP DRAWINGS ARE REQUIRED. SUBMIT TO THE ARCHITECT AND SWIMMING POOL STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 5.SHOTCRETE SHALL BE PROPORTIONED AND PLACED ACCORDING TO IBC 2012 SECTION 1913, ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS THAN FIVE TO ONE. 6.DESIGN BASED ON 28 DAY COMPRESSIVE STRENGTH TYPE V CEMENT ONLY. CONTRACTOR SHALL USE SHOTCRETE MIX OF 4000 PSI, PER THE SPECIFICATIONS 7.REINFORCEMENT STEEL SHALL MEET ASTM A615-40, NON CONTACT LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL BENDS SHALL BE SHARP. IBC 2012 SHALL BE USED AS A GUIDELINE. 8.REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE GROUT FACE TO REBAR SHOULD BE A MINIMUM OF "TG" MINUS 3 INCHES. 9.A PRESSURE RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY YEAR. 10.UP TO 2 INCH DIAMETER PIPE MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM PROVIDED A MINIMUM CLEARANCE EQUAL TO 0.75 TIMES THE NOMINAL MAXIMUM AGGREGATE SIZE (I.E., 1/4 INCH FOR SHOTCRETE) IS MAINTAINED BETWEEN THE PIPE AND ANY PARALLEL REINFORCEMENT PER CBC. 11.IF METAL PIPING IS USED AND IS PLACED IN SHOTCRETE , IT SHALL BE WRAPPED WITH VISQUEEN OR HEAVY BROWN PAPER, EXCEPT WHERE IT PASSES PERPENDICULARLY THROUGH THE SHOTCRETE. 12.SOIL SHALL HAVE MINIMUM BEARING VALUE OF 1,500 PSF. SHOTCRETE SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL. 13.IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. 14.IF SLOPES ARE GREATER THAN 2:1 OR IF SLOPES ARE ENCOUNTERED IN EXPANSIVE SOILS WITH RAISED BOND BEAMS, THE ENGINEER SHOULD BE CONTACTED BEFORE PROCEEDING. 15.MINIMUM RADIUS FOR WALL TO FLOOR TRANSITION FOR STRAIGHT WALLS IS AS FOLLOWS: DEPTH, FT. MIN. RADIUS 3.0 6 IN 4.0 9 IN. 16.ALL ELECTRICAL SHALL BE SECURELY GROUNDED BEFORE SHOTCRETE IS PLACED. 17.ALL APPLICABLE STATE AND LOCAL LAWS AND CODES SHALL BE FOLLOWED. 18.ANY CONDITION NOT SPECIFICALLY COVERED IN THIS PLAN OR UNUSUAL CONDITIONS ENCOUNTERED DURING EXCAVATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. 19.POOL SHALL BE MAINTAINED FULL OF WATER EXCEPT DURING CHANGE OF WATER OR SIMILAR SHORT TERM MAINTENANCE ACTIVITIES. 20.WET CURE SHALL BE IN ACCORDANCE WITH ACI-506.2-95 SECTION 3.8 21.SHOTCRETE SHALL BE AT MINIMUM EQUAL TO CEMEX (MIX CODE: 1559997) 4,000 PSI, 38" FLY ASH SHOTCRETE. INTERIOR SURFACE NOTES REQUIRED INSPECTIONS 1.INSPECTIONS AS REQUIRED BY THE COUNTY OF RIVERSIDE: - PLUMBING & PRIOR TO APPLYING PNEUMATICALLY PLACED CONCRETE. - SHOTCRETE TEST PANEL SHALL BE SHOT, CURED, CORED OR SAWN, EXAMINED AND TESTED PRIOR COMMENCEMENT OF THE PROJECT. - PRE-DECK. - PRE-PLASTER & DECK. - AT THE COMPLETION OF CONSTRUCTION AND ANY OTHER INSPECTIONS THAT MAY BE REQUIRED BY THE COUNTY OF SAN MATEO NO POOL SHALL BE OPENED TO THE PUBLIC WITHOUT WRITTEN APPROVAL OF THE BUILDING AND HEALTH DEPARTMENT. 1.INSPECTIONS AS REQUIRED BY THE CITY OF LA QUINTA: THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. CONCRETE CONSTRUCTION. SPECIAL INSPECTIONS AND VERIFICATIONS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1705.3. THIS INCLUDES ALL THESHOTCRETE WORK AS WELL. MASONRY CONSTRUCTION. SPECIAL INSPECTION SHOULD BE PROVIDED FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE WITH SECTION 1705.4. 1 Dec 09, 2020 BPOL2020-0162 SILVERROCK / MONTAGE HOTEL POOLS, SPAS AND WATER FEATURE. INCLUDES (3) HOTEL POOLS, (2) HOTEL SPAS, (1) RESORT & FAMILY POOL, (1) RESORT & FAMILY SPA AND (1) WATER FEATURE + ASSOCIATED POOL EQUIPMENT & ELECTRICAL. STRUCTURAL REVIEW AND APPROVAL GRANTED THROUGH BPOL2020-0121. 2019 CALIFORNIA BUILDING CODES. 01/26/2021 MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES H1 SP.002 SKIMMER12"X12" DRAIN GRATE & SUMPMAIN DRAIN GRATE & SUMP 9"X9" DRAIN GRATE & SUMP18"X18" DRAIN GRATE & SUMP 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT SKIMMER ACCESSORIES FLOOR INLETSWALL INLETS10" VGB SUCTION FITTING (VGB) NOTE: HANDRAIL IS CUSTOM DESIGN & PART # - CUT-SHEET IS FOR MANUFACTURER COORDINATION ONLY ADA LIFTRECESSED STEPSPOOL & SPA HANDRAIL POOL GRABRAILS ADA TRANSFER RAIL 32" CHANNEL DRAIN Dec 09, 2020 01/26/2021 H1 SP.003 ADA LIFT ANCHORRAIL ANCHORS ESCUTCHEONS MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT CONCRETE PIPE SLEEVESAUTOFILL POT SPA JETS4" VGB SUCTION FITTINGS 4" FITTING BULKHEAD ADAPTOR LIGHT JUNCTION BOXPOOL LIGHTS SPA LIGHTS LIGHT NICHES BEACH ENTRY LIGHT BONDING CLAMP BONDING & ELECTRICAL WIRE 1 Dec 09, 2020 01/26/2021 H1 SP.004 MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT CONDUIT (SCH. 40/80 PVC)CONDUIT (METAL) PVC PRIMERSCH 40. PVC FITTINGS SCH 80. CPVC FITTINGS PVC CEMENTSCH 80. PVC FITTINGS AQUATIC PIPING (SCH. 80 PVC)AQUATIC PIPING (SCH. 40 PVC)AQUATIC PIPING (SCH. 80 CPVC) SKIMMER & AUTOFILL LIDSMAIN DRAIN RELIEF VALVE BEACH ENTRY GUTTER GRATE GUTTER GRATE SPECSRAIL POWDER-COATING 1 Dec 09, 2020 01/26/2021 H1 SP.005 MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT BODY HOOK & 16FT. POLE RING BUOY, THROW LINE & RING HOLDER HANDLES AND POLESWALL BRUSHESLEAF RAKE FIRST AID KIT WATER TESTING KIT (FAS-DPD)VACUUM HEADVACUUM HOSEAED PACKAGES 2"X2" STEP & BEACH TILEWATERLINE TILE COLOR CUSTOM WATERLINE DEPTH MARKERS WATERLINE TILE SIZE & FINISH 2"X2" STEP & BEACH TILE 1 Dec 09, 2020 01/26/2021 H2 SP.006 POOL CONCRETE WATER-PROOFING BEACH ENTRY GUTTER WATER-PROOFING TILE GROUT SEALANT @ COPING SEALANT COLOR OPTIONS BOND BREAK MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT STRUCTURAL FOAM SHOTCRETE MIX DESIGN (EXAMPLE) POOL & SPA INTERIOR SURFACE WATER FEATURE WATER-PROOFING SANDBLASTED DECK DEPTH MARKERS WATER FEATURE F-2 (2-TIER) 1"X1" FIELD TILE FIELD TILE COLOR SELECTIONWATER FEATURE F-1 (SCRIM) TILE WATER-PROOFING ADMIX 1 Dec 09, 2020 01/26/2021 H1 SP.007 MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT J-BOX POTTING COMPOUNDWATER FEATURE LIGHT J-BOX J-BOX STUB UP WATER FEATURE LIGHTLIGHT CONTROLLER DIFFUSER INLET J-BOX CORD SEALS FIBERGLASS GRATING WATER FEATURE ROCK (BID ALT.) FABRICATED GRANITE EDGEELECTRONIC WATER LEVEL CONTROL AUTOMATIC FILL VALVEWIND CONTROL GRAVITY DRAIN FITTING VACUUM BREAKER 1 Dec 09, 2020 01/26/2021 H1 SP.008 MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 Dec 09, 2020 01/26/2021 H1 SP.009 MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 Dec 09, 2020 01/26/2021 H1 SP.010 EQ SERIES PUMP SAND FILTERS CHEMICAL PUMPSCHEMICAL CONTROLLER EZ PRO SECONDARY SANITIZER WHISPERFLO SERIES PUMP WHISPERFLO XF SERIES PUMP GAS FIRED HEATER CHEMICAL TANKS FLOW METERS SAG 720A UV SANITIZER SAG 480APVC UV SANITIZER SAG 480APVC UV SANITIZER MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 EZ PRO CHEMICAL TANK EZ PRO MIXER Dec 09, 2020 01/26/2021 H1 SP.011 BALL VALVEBUTTERFLY VALVE CHECK VALVE DIVERTER VALVE & CHECK VALVES LIGHT CONTROL TIMER EMERGENCY SHUT-OFF RPZA (BY OTHERS) GAUGES EMERGENCY EYEWASH/SHOWERCHEMICAL CABINETS CARTRIDGE FILTER CHLORINATOR MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT PRESSURE/TEMP GAUGES HEATER VENTING MATERIALSPILL CONTAINMENT 1 Dec 09, 2020 01/26/2021 H1 SP.012 CLEVIS PIPE HANGERSPIPE HANGER HARDWAREPIPE HANGERS & SUPPORT RACK FIBERGLASS GRATING CART MOUNTED VACUUMACID SCRUBBEREQUIPMENT ANCHORS SUPPORT RACK HARDWARE SUPPORT RACK PIPE CLAMPS MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 SAFETY GOGGLES HALF-FACE RESPIRATORCHEMICAL GLOVES CHEMICAL APRON ADA LIFT TRANSPORT CART CARBON MONOXIDE DETECTOR Dec 09, 2020 01/26/2021 H1 SP.013 DAILY CHECK CHEMICAL LOG MONTHLY REPORTCONTAMINATION LOG (EXAMPLE) SELF-INSPECTION CHECKLIST (PG1)DROWNING PREVENTION (PG1) CONTAMINATION PROCEDURES (PG1) POOL COVER GUIDELINES (PG1)WATER PRESERVATION APPLICATION TO OPERATE DROWNING PREVENTION (PG2)SELF-INSPECTION CHECKLIST (PG2)SELF-INSPECTION CHECKLIST (PG3) CONTAMINATION PROCEDURES (PG2) POOL COVER GUIDELINES (PG2)POOL COVER GUIDELINES (PG3) MONTAGE AQUATIC PLAN CUT-SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 Dec 09, 2020 01/26/2021 H1 SP.014 MONTAGE AQUATIC PLAN MSDS SHEETS SILVERROCK RESORT & RESIDENCES 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT SODIUM HYPOCHLORITE - LIQUID EZ PRO - REVIVE PRO CHLORINATING GRANULES (SHOCK)ALKALINITY UP MURIATIC ACID - LIQUID ENZYMES EZ PRO - EZ POOL SODA ASH ALGI-CONTROL WATER CLARIFIER PHOSPHATES OUT WATER CONDITIONER CALCIUM CHLORIDE CHLORINATING TABLETS CARTRIDGE FILTER CLEANER 1 Dec 09, 2020 01/26/2021 3FT NO DIVING HANDRAIL DEPTH MARKERS WALL INLET LED LIGHT SKIMMER AUTOFILL SUCTION FITTING DECK HYDRANT TIMER & SHUT-OFF GFCI OUTLET JUNCTION BOX FLOW ARROW POOL GRABRAIL SPA JET FLOOR INLET ELECTRICAL BOX WF SKIMMER WF AUTOFILL WF JUNCTION BOX MAIN DRAINS WF INLET WF LIGHT ADA TRANSFER RAIL & APPROACH ADA LIFT & APPROACH 3F T 6 I N 4FT 6IN 4FT 6 I N 5FT 5FT 4FT 4FT 3FT 3FT 6IN 3FT 6 I N 2 F T 1F T 2FT 1FT 3 F T 6 I N 3FT 6IN 3FT 6 I N 3F T 6 I N 3F T 6 I N 3FT 6IN 3 F T 6 I N 3FT 6 I N 3 F T 6 I N ab c ab c F F F F F F F F F F F FF F F F F FF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FF F F F F F FF F F F F F F F F F F F F F F F F F F F F F FFFFFF F F FFF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 38 39 39 39 27'-1 3/16" 34 34 34 34 34 32 32 32 37 37 34 34 34 34 34 121 121 173 173 89 89 85 85 29 74 202 202 170170 170 170 170 170 170 170 39 39 39 39 170 172 62 119 62 119 62119 62 119 62 119 127 127 126 5FT 5FT 3FT 6 I N 3F T 6 I N 4F T 4FT 4F T 3F T 3FT 3FT 3FT 2FT 2FT 1FT 1FT 4F T 3F T 6 I N 3F T 6 I N 3FT 6IN 4FT 4F T 3FT 6 I N 5FT 4FT 6IN 5FT 3F T 6 I N 3 F T 6 I N 5F T 5F T 4F T 6 I N 4FT 4FT 4F T 4FT 6IN 3 F T 6 I N 4F T 6 I N 3 F T 3FT 6 I N 3F T 6 I N 2F T 1F T 3 F T 1FT 2F T H-1 BUILDING 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 SYMBOL KEY VICINITY MAP SYMBOL KEY Scale: 1:1 VIEW TITLE1 SECTION REFERENCE: DETAIL BLOCK REFERENCE: SHEET LOCATION: 1 SP001 1 SP001 DETAIL NUMBER REFERENCE NUMBER / SHEET NUMBER SECTION LETTER / SHEET NUMBER VEW DIRECTION WINDOW BOX SITE INFORMATION GALLONS PER MINUTE POUNDS PER SQUARE INCH NOT TO SCALE MECHANICAL ELECTRICAL PLUMBING NATIONAL SANITATION FOUNDATION GPM PSI NTS MEP NSF ASTM AMERICAN SOCIETY OF TESTING MATERIALS BACKFLOW PREVENTER ASSEMBLYBPA pH POTENTIAL HYDROGEN ADA AMERICANS WITH DISABILITIES ACT DESIGN BY OTHERS STAINLESS STEEL DBO S.S. POLYVINYL CHLORIDEPVC CHLORINATED POLYVINYL CHLORIDECPVC UL UNDERWATER LABORATORIES ABBREVIATIONS GROUND FAULT INTERRUPTER CIRCUITGFCI BTU BRITISH THERMAL UNIT RESORT & FAMILY POOL & SPA P-7 P-1 P-6 SP-1 SP-2 SP-3 F-2 F-1 HOTEL POOLS & SPAS H2 SS CC MC PA 4 PA 2 PA 5 PA 10A PA 6 CH R2 R3 H1 GR H1 AH R1 EQUIPMENT ROOM Scale: 1/16" = 1' (H1) MONTAGE HOTEL - AQUATIC - (SITE PLAN)1 NORTH NOTE: 1.THESE DRAWINGS REPRESENT THE POOL & SPA FEATURES FOR THIS PROJECT. ALL DECKING LIMITS, DRAINAGE, WALKWAYS, FENCING DESIGN, BATHROOMS DESIGN, UTILITIES, AND OTHER STRUCTURES SHOWN ON THE SITE PLAN SHALL BE DOCUMENTED BY OTHER DISCIPLINES LISTED IN THE CONTACTS. 2.ACCESS PATHWAYS TO THE POOL & SPA EDGE SHALL BE PROVIDED ON THE ARCHITECTURAL SHEETS. (1) ADA COMPLIANT LIFT & (1) ACCESS STATION SHALL BE PROVIDED AND INSTALLED PER THE SPA DRAWINGS, KEYNOTES AND MANUFACTURERS INSTRUCTIONS. P-5 H1 SP.100 MONTAGE HOTEL AQUATIC SITE PLAN MONTAGE HOTEL POOL STRUCTURES 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) MONTAGE SITE PA 2 APN:777-490-041 PARCEL:4 OF PM 37207 ADDRESS: 52-000 SILVERROCK WAY OWNER CONTACT: BILL ENGLE TELEPHONE: 760.634.6543 EMAIL:bill@therobertgreencompany.com ENCLOSURE PER LANDSCAPE PLANS Dec 09, 2020 01/26/2021 3F T 6 I N 3FT 6IN 4FT 4F T 3F T 6 I N 5FT 4FT 6IN 5FT 3F T 6 I N 3 F T 6 I N 5F T 5 F T 4F T 6 I N 4FT 4FT 4F T 4FT 6I N 3 F T 6 I N R1 9 ' - 0 1 2" R 2 7 ' - 8 " R2 8 ' - 1 0 1 2" R3 1 ' - 2 " R1 8 ' - 1 1 1 2" R2 0 ' - 6 " R41'-6 12 " R20'-2" R11'-01 2" R24'-10" R25'-2" R2 6 ' - 1 0 " R 2 0 ' - 2 " R 1 7 ' - 8 12" 3'-0" 3' - 0 " 3'-0" 4F T 6 I N R29'-10" R29'-412" R39'-10" R7 9 ' - 1 0 " R 3 0 ' - 2 " R1 9 ' - 1 0 " R3 1 ' - 2 " 12'-10" 12'-51 2" 1 2 ' - 3 " 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.101 MONTAGE HOTEL POOL (P-1) & WATER FEATURE (F-3.1) Scale: 1/4" = 1' (H1) MONTAGE HOTEL - POOL (P-1) & WATER FEATURE (F-3.1) - PLAN1 NORTH I1.MAIN DRAIN - POOL: LAWSON AQUATICS PRODUCT. MODEL: 12" X 12" MLD-SG-1212-WT (POOL), WHITE, DRAIN GRATE ANTI-ENTRAPMENT SUCTION OUTLET COVER AND SUMP, WWW.LAWSONAQUATICS.COM. SEE: SHEET H1 SP.502, DETAIL 1 & 2. (QTY. 4) I2.SKIMMER: WATERWAY PLASTICS. MODEL: RENEGADE #540-6350-WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID, SQUARE, GRAY. SEE: SHEET H1 SP.502, DETAIL 5, 7 & 8. (QTY. 12) I3.SKIMMER BALANCE LINE SUCTION FITTING, VGB APPROVED; 4" AQUASTAR PRODUCT, MODEL #4H1101. BULKHEAD FITTING ADAPTER, 2" SLIP #420SI101, WHITE. SEE: SHEET H1 SP.502, DETAIL 1, 5 & 7 (QTY. 24) I4.WALL INLET: AQUASTAR. MODEL #8101,"EYEBALL" INLET, WHITE. 40 GPM WITH EACH 1" ORIFICE. PLACE 18" MINIMUM BELOW WATER, SEE: SHEET H1 SP.502, DETAIL 10. (QTY. 28) I5. AUTO FILL; POOL: AQUASTAR 'FILL STAR'. MODEL AFB101, UP TO 70 PSIWATER PRESSURE ON THE FLOAT, 3/4 INCH PVC WATER SUPPLY CONNECTION. POUR A LID: SQUARE #SQ201-PAL-GRAY SEE: SHEET H1 SP.502, DETAIL 8 & 9 (QTY. 1) & FILL BYPASS H1 SP.504 DETAIL 12 (QTY. 1) I6.LIGHT NICHE-POOL: PENTAIR POOL PRODUCT. MODEL #79206700, LARGE, PLASTIC. CONCRETE, SEE: SHEET H1 SP.503, DETAIL 13. (QTY. 8) I7.HYDROSTATIC RELIEF VALVE: RELIEF VALVE AND COLLECTION TUBE,SUPPLIED BY RECREONICS: RELIEF VALVE, PVC WITH STAINLESS STEAL SPRING, PART #34-60. COLLECTION TUBE, PVC, PART #34-602. SEE: SHEET H1 SP.503, DETAIL 2 (QTY.2) I8. FLOOR INLET: AQUASTAR; MODEL #4DIV101 & DIV0191, WHITE,SURROUNDED BY 12" X 12" TILED AREA. H1 SP.502 DETAIL 12 (QTY.9) DESIGN ELEMENT DECK EQUIPMENT ELECTRICALE DE IMBEDI D E1.LIGHT-POOL; PENTAIR POOL PRODUCT, MODEL #601204, INTELLIBRITE 5G LED, 400 WATT EQUIVALENT, 120V. 250FT. CORD SEE: SHEET H1 SP.503, DETAIL 13 (QTY. 8) E2.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. MODEL #PJB-2175, . (4) CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. TRANSFORMER PENTAIR PS-300 TRANSFORMER. SEE: SHEET H1 SP.504, DETAIL 9 (QTY. 2) E3. BONDING: COORDINATE WITH ELECTRICAL. SEE: SHEET H1 SP.503,DETAIL 16 D1.(P-1) POOL HANDRAIL: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .065 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET H1 SP.501,DETAIL 2. (QTY. 4) D2.GRABRAIL & RECESSED STEPS: SR SMITH., PRETZEL GRAB RAIL, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D .109 INCH WALLTHICKNESS AND 316 SERIES STAINLESS STEEL. RECESSED STEPS: SR SMITH - PLASTIC, PROVIDE THREE TREADS, 17.5-IN & NON-SLIP. SEE: SHEET H1 SP.501, DETAIL 10 (QTY. 5 SETS) D3.RAIL ANCHOR; SR SMITH PRODUCTS. MODEL #AS-100P, 4-BRONZE , 1.90.I.D.WITH EP-100F ESCUTCHEON, SEE: SHEET H1 SP.502, DETAILS 13,14 &15. (QTY. 28) D4.ADA ACCESS LIFT - AQUA CREEK PRODUCTS. MODEL: AQUA CREEKSCOUT 2 LIFT #F-800SC-DER-D, ANCHOR & BATTERY. (LIFT QTY. 1). TRANSPORT CART REQUIRED: #F-814SCTC (CART QTY. 1). SPARE 24-VOLT BATTERY , #F-004AB. (QTY. 1) WWW.NATIONALAQUATICCOMPLIANCE.COM. LIFT; SEE: SHEET H1 SP.501, DETAIL 11. & SEE: SHEET H1 SP.502, DETAIL 16 - ANCHOR (QTY. 1) DE1.POOL EDGE, POURED CONCRETE WITH CANTILEVER, COLOR: GRAY, SKID RESISTANT FINISH, 1" OVERHANG ON WET SIDE FOR GRIP EDGE. MAINTAIN A UNIFORM THICKNESS 2.5" INCH. CONTRACTOR TO PROVIDE SHOP SEE: SEE: SHEET H1 SP.501, DETAIL 1 (QTY. SEE PERIMETER) DE2. DECK DEPTH MARKER: CUSTOM, FT & IN, SANDBLAST 4" NUMBER INTO DECK, SKID RESISTANT (EPOXY PAINT BLACK OR WHITE LETTERS/NUMBERS - DEPENDING ON DECK COLOR SELECTION) PROVIDE MARKERS AT EVERY 1 FOOT IN DEPTH OR ONE MARKER FOR EVERY 25' SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE3. DECK INTL. NO DIVING SYMBOL & DECK INTL. HANDICAP SYMBOL: CUSTOM, SANDBLAST SYMBOL INTO DECK, SKID RESISTANT (RED-NO SYMBOL, BLACK-NO DIVING) SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE4. WATERLINE DEPTH MARKER: CUSTOM, WATER JET CUT INTO 6"X6" WATERLINE TILE (DALTILE - CLASSIC SERIES - SPA #0148) SEE: SHEET H1 SP.504, DETAIL 9 & 11. DE5.WATER LINE TILE: 6"X6", DALTILE - CLASSIC SERIES - SPA #0148 - FROST PROOF, GLAZED, SEE: SHEET H1 SP.503, DETAIL 11. (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 25 L.F. OF TILE. DE6.2" CONTINUOUS ROW STEP ACCENT: DALTILE; KEYNOTE SERIES, 2"X2", COLOR: AEGEAN # D192, NON-SKID FINISH, SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 15 L.F. OF TILE DE7.INTERIOR FINISH: PREMIUM MARCITE PLASTER, COLOR: WHITE PROVIDE OWNER FOR AN UPGRADED INTERIOR SURFACE - PROVIDE PEBBLE FINA - CLASSICO - AS BID ALT #1, CONTRACTOR MAY SUBMIT 'EQUAL' SEE: SHEET H1 SP.504, DETAIL 8 DE8. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BOND BREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. (QTY. SEE PERIMETER) FINAL SELECTION PER OWNERS REP. SEE: SHEET H1 SP.501, DETAIL 1 DE9.POOL SHELL WATERPROOFING: PRODUCT OF AQURON CORPORATION. PRODUCT: CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED. PROVIDE TWO COATS PER INSTALLATION INSTRUCTION. WWW.AQURON.COM. SEE: SHEET H1 SP.504, DETAIL 8. DE10.POOL SHELL CONTROL JOINT: SEE: H1 SP.505 DETAILS 1,2,3 & 4 ACCESSORIES & SAFETYA E3 DE1 HOSE BIBBS PER MEPDECK GFI D1 D3 D1D3 D1D3 D2 D2 D2 D3 D3 D4 DE1 DE2 DE2 DE3 DE4 DE4 DE5 DE5 DE6 DE6 DE6 DE7 DE9 DE7 DE9 DE7 DE9 DE8 DE9 I1 I2I5 I2 I5 I3 I3 I4 I4 I6 I6 I7 I1 I7 E1 E1 E2 E2 POOL P-5 SEE: H1 SP.105 A1 A2 D3 D3 DE10 DE10 WF1.CIRCULATION SUCTION FITTING: VGB APPROVED; 6" AQUASTAR PRODUCT, MODEL #6H2101. BULKHEAD FITTING ADAPTER, 2.5" SLIP #625SI101, WHITE. -CONNECT TO SKIMMER: WATERWAY PLASTICS. MODEL: RENEGADE #540-6350-WHITE, SEE: SHEET H1 SP.505, DETAIL 1 (QTY. 2) WF2.BOOSTER MAIN DRAIN-SPA: LAWSON AQUATICS PRODUCT. MODEL: 9" X 9" MLD-SG-0909-WT, WHITE SEE: SHEET H1 SP.505, DETAIL 3 (QTY. 4) WF3.WATER LEVEL SENSOR: CRYSTAL FOUNTAINS, EPS SERIES CONNECTION TO WATER LEVEL CONTROLLER, SEE: SHEET H1 SP.505, DETAIL 9 (QTY. 1) WF4. FLOOR INLET: PENTAIR POOL PRODUCT; MODEL #08417-0005, WHITE. SEE: SHEET H1 SP.505, DETAIL 5 (QTY. 35) WF5.FOUNTAIN LIGHT (WHITE): CRYSTAL FOUNTAINS, LED040, LV, 20 WATTS, 12V. 30FT CORD, SEE: SHEET H1 SP.505, DETAIL 11 (QTY. 14) WF6.UNDERWATER JUNCTION BOX (LIGHTS): CRYSTAL FOUNTAINS. MODEL EBJ SERIES, 8 LIGHTS, BRONZE, POTTING COMPOUND, AND STUB-UP, SEE: SHEET H1 SP.505, DETAIL 12 (QTY. 2) WF7. CONCRETE SHELL WATERPROOFING: BASECRETE (2) LAYERS 1 8" MIN.THICKNESS, SEE SPECIFICATIONS AND MANF. RECOMMENDATIONS. PROVIDE ALL ON FOUNTAIN WALLS AND BASINS. WF8.WATER FEATURE TILE: DALTILE; KEYNOTE SERIES, BLEND, 1"X1", COLORS: ARTIC WHITE (D617), SPA (D148), AQUA GLOW (D197), AEGEAN (D192), WATERFALL (D169), SUEDE GRAY (D182), SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 15 SQFT. OF TILE POOL SIGNAGE AND SAFETY EQUIPMENT - COORDINATE FINAL LOCATION PER LANDSCAPE ARCHITECTS PLANS POOL PLAN NOTES 1.POOL LIFTS, SLOPE ENTRIES, TRANSFER WALLS, TRANSFER SYSTEM, AND POOL STAIR SHALL COMPLY WITH CBC 2019 CHAPTER 11B DIVISION 10 SECTION1009. 2.PROVIDE WATER DEPTH MARKERS AND LOCATION, AND DECORATIVE DESIGNS PER CBC 2019 SECTION 3110B.4. 3.POOL STAIRS SHALL COMPLY WITH CBC 2019 SECTION 3111B.3 COMPLY WITH CBC 2019 SECTION 3108B FOR POOL CONSTRUCTION 4.PROVIDE HOSE BIBBS PER CBC 2019 SECTION 3118B. 5.POOL DECK SLOPE PER CBC 2019 SECTION 3114B.3. 6.POOL AND SPA, AND THE POOL DECK AREA SANITARY FACILITIES (TOILETS, LAVATORIES, SHOWER) SERVING THE POOL AREA SHALL COMPLY WITH CBC 2019 SECTION 3116B. 7.ENCLOSURE FOR THE POOL AREA AND GATES PER CBC 2019 SECTION 3119B. 8.COMPLY WITH CBC 2019 SECTION 3109B FOR GEOMETRY AND SLOPE. 9.THE FINISH COLOR SHALL BE WHITE EXCEPT FOR THE FOLLOWING WHICH SHALL BE CONTRASTING COLOR (CBC 3108B.3) a.THE EDGE OF POOL STEPS; b.TILES INSTALLED AT THE WATERLINE 8.DECK DRAINAGE. THE POOL DECK SURFACE SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT TO DECK DRAINS OR OTHER APPROVED SURFACE WATER DISPOSAL AREAS. THE POOL DECK SURFACE SHALL NOT DRAIN INTO THE POOL, ITS PERIMETER 9.NIGHTTIME USE. POOLS USED AT NIGHT SHALL BE EQUIPPED WITH UNDERWATER LIGHT FIXTURES THAT WILL PROVIDE COMPLETE ILLUMINATION TO ALL UNDERWATER AREAS OF THE POOL WITH NO BLIND SPOTS. 10.DECK AREA LIGHTING. WHERE THE POOL IS TO BE USED AT NIGHT, POOL DECK AREAS SHALL BE PROVIDED WITH LIGHTING SO THAT PERSONS WALKING ON THE DECK CAN IDENTIFY HAZARDS. LIGHTING FIXTURES SHALL BE AIMED TOWARDS THE DECK AREA AND AWAY FROM THE POOL SURFACE INSOFAR AS PRACTICAL. I10 WATER FEATURE (REMOVED)WF A1. POOL SIGNAGE SHALL INCLUDE THE FOLLOWING: SEE H1 SP.504 DETAIL 13 1.POOL RULES + (POOL HOURS) 2.KEEP OFF ADA LIFT - NOT A TOY 3.IN CASE OF EMERGENCY DIAL 911 - (MINIMUM 4" HIGH NUMBERS) WITH LOCATION OF NEAREST EMERGENCY SERVICES & NAME AND ADDRESS OF THE POOL FACILITY 4.WARNING NO LIFE GUARD ON DUTY (MINIMUM 4" HIGH LETTERS) 5.CHILDREN UNDER THE AGE OF 14 SHALL NOT USE THE POOL WITHOUT A PARENT OR GUARDIAN IN ATTENDANCE (MINIMUM 1" HIGH LETTERS) 6.ILLUSTRATED DIAGRAM OF ARTIFICIAL RESPIRATION AND CARDIOPULMONARY RESUSCITATION PROCEDURES (MINIMUM 1" HIGH LETTERS) 7.NO DIVING 8.KEEP GATE CLOSED AT ALL TIMES 9.DIARRHEA NOTICE 10.EMERGENCY EXIT 11.POOL PERSON CAPACITY A2. SAFETY EQUIPMENT; PRODUCT OF RECREONICS: QTY. SEE LANDSCAPE SHEETS FOR MOUNTING HARDWARE AND DESIGN 13.SHEPHERDS CROOKS WITH 16 FT POLE - #12-237 QTY. 1 14.RING BUOY 24 -INCH, WHITE - #12-252 QTY. 2 15.STAINLESS STEEL HOLDER FOR RING BUOY - #12-259 QTY. 2 16.RING BUOY 30 FOOT THROW LINE - #12-260 QTY. 2 17.FIRST AID KIT (OSHA) - #12-50 QTY. 1 18.BACKBOARD PACKAGE - #12-309 QTY. 1 19.BLOOD BORN PATHOGENS KIT - #12041 20.AED PACKAGE - ZOLL AED PLUS - #12-430 21.AMBU DISPOSABLE RESUSCITATOR - # 12-468 & 12-469 A3. CLEANING EQUIPMENT; PRODUCT OF RECREONICS: 22. VACUUM HOSE - #10-401 25. HOSE HANGER - #10-358 23. VACUUM HEAD - #10-201 26. HANDLES AND POLES - #10-333 24. LEAF RAKE - 10-124 27. WALL BRUSHES - #10-136 I8 I8 I8 1 DECK DRAINS DECK DRAINS Dec 09, 2020 01/26/2021 5FT 5F T 3FT 6 I N 3F T 6 I N 4F T 4FT 4F T 3F T 3F T 3FT 3FT 2FT 2FT 1FT 1F T R3 1 ' - 6 " R 1 2 ' - 0 " R29'- 0 " R 2 2 ' - 0 " R12'- 0 " R26'-43 4" R 7 ' - 0 " R 6 ' - 0 " R 5 ' - 0 " R 4 ' - 0 " R6'-9" R5'-9" R4'- 9 " R3' - 9 " 3'-0" 4F T R2 5 ' - 2 " R30'- 6 " R 4 3 ' - 1 0 " R 2 9 ' - 0 " R 3 0 ' - 2 " 3F T 6 I N 13'- 11 2" 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.105Scale: 1/4" = 1' (H1) MONTAGE HOTEL - POOL (P-5) & WATER FEATURE (F-3.2) - PLAN1 I1.MAIN DRAIN - POOL: LAWSON AQUATICS PRODUCT. MODEL: 12" X 12" MLD-SG-1212-WT (POOL), WHITE, DRAIN GRATE ANTI-ENTRAPMENTSUCTION OUTLET COVER AND SUMP, WWW.LAWSONAQUATICS.COM. SEE: SHEET H1 SP.502, DETAIL 1, & 2. (QTY. 2) I2.SKIMMER: WATERWAY PLASTICS. MODEL: RENEGADE #540-6350-WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID, SQUARE, GRAY. SEE: SHEET SP.502, DETAIL 5, 7 & 8. (QTY. 6) I3.SKIMMER BALANCE LINE SUCTION FITTING, VGB APPROVED; 4" AQUASTAR PRODUCT, MODEL #4H1101. BULKHEAD FITTING ADAPTER, 2"SLIP #420SI101, WHITE. SEE: SHEET H1 SP.501, DETAIL 1, 5 & 7 (QTY. 12) I4.WALL INLET: AQUASTAR. MODEL #8101,"EYEBALL" INLET, WHITE. 40 GPM WITH EACH 1" ORIFICE. PLACE 18" MINIMUM BELOW WATER, SEE: SHEETH1 SP.502, DETAIL 10. (QTY. 18) I5.AUTO FILL: AQUASTAR 'FILL STAR'. MODEL AFB101, UP TO 70 PSI WATER PRESSURE ON THE FLOAT, 3/4 INCH PVC WATER SUPPLY CONNECTION.POUR A LID: SQUARE #SQ201-PAL-GRAY. SHEET H1 SP.502, DETAIL 8 & 9 (QTY. 1) & FILL BYPASS H1 SP.504 DETAIL 12 (QTY. 1) I6.LIGHT NICHE-POOL: PENTAIR POOL PRODUCT. MODEL #79206700, LARGE, PLASTIC. CONCRETE, SEE: SHEET H1 SP.503, DETAIL 13. (QTY. 4) I7.HYDROSTATIC RELIEF VALVE: RELIEF VALVE AND COLLECTION TUBE, SUPPLIED BY RECREONICS: RELIEF VALVE, PVC WITH STAINLESS STEAL SPRING, PART #34-60. COLLECTION TUBE, PVC, PART #34-602. SEE:SHEET H1 SP.503, DETAIL 2 (QTY.1) I8. FLOOR INLET: AQUASTAR; MODEL #4DIV101 & DIV0191, WHITE, SURROUNDED BY 12" X 12" TILED AREA. H1 SP.502 DETAIL 12 (QTY. 5) DESIGN ELEMENT DECK EQUIPMENT ELECTRICALE DE IMBEDI D E1.LIGHT-POOL; PENTAIR POOL PRODUCT, MODEL #601204, INTELLIBRITE 5G LED, 400 WATT EQUIVALENT, 120V. 250FT. CORD SEE: SHEET H1 SP.503, DETAIL 13 (QTY. 4) E2.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. MODEL #PJB-2175, (4) & (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. TRANSFORMER PENTAIR PS-300 TRANSFORMER. SEE: SHEET H1 SP.504, DETAIL 9 & 10 (QTY. 2) E3. BONDING: COORDINATE WITH ELECTRICAL. SEE: SHEET H1 SP.503, DETAIL 16 E4. BEACH ENTRY LIGHTS: PENTAIR POOL PRODUCT, MODEL #602104, GLOBRITE LED, 15 WATT, 12V, 100FT. CORD. (QTY. 2) SEE: SHEET H1 SP.503 DETAIL 15 D1.(P-5) POOL HANDRAILS: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .109 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET H1 SP.501,DETAIL 3. (QTY. 1) & SHEET H1 SP.501, DETAIL 4. (QTY. 1)* D2.GRABRAIL & RECESSED STEPS: SR SMITH., PRETZEL GRAB RAIL, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D .109 INCH WALLTHICKNESS AND 316 SERIES STAINLESS STEEL. RECESSED STEPS: SR SMITH - PLASTIC, PROVIDE THREE TREADS, 17.5-IN & NON-SLIP. SEE: SHEET H1 SP.501, DETAIL 10 (QTY. 2 SETS) D3.RAIL ANCHOR; SR SMITH PRODUCTS. MODEL #AS-100P, 4-BRONZE , 1.90.I.D.WITH EP-100F ESCUTCHEON, SEE: SHEET H1 SP.501, DETAILS 13,14 &15. (QTY. 16) D4.ADA ACCESS LIFT - AQUA CREEK PRODUCTS. MODEL: AQUA CREEKSCOUT 2 LIFT #F-800SC-DER-D, ANCHOR & BATTERY. (LIFT QTY. 1). SPARE 24-VOLT BATTERY , #F-004AB. (QTY. 1) WWW.NATIONALAQUATICCOMPLIANCE.COM. LIFT; SEE: SHEET H1 SP.501, DETAIL 11. & SEE: SHEET H1 SP.501, DETAIL 16 - ANCHOR (QTY. 1) DE1.POOL EDGE, POURED CONCRETE WITH CANTILEVER, COLOR: GRAY, SKID RESISTANT FINISH, 1" MIN. OVERHANG ON WET SIDE FOR GRIP EDGE. MAINTAIN A UNIFORM THICKNESS 2.5" INCH. CONTRACTOR TO PROVIDE SHOP SEE: SEE: SHEET H1 SP.501, DETAIL 1 (QTY. SEEPERIMETER) DE2. DECK DEPTH MARKER: CUSTOM, FT & IN, SANDBLAST 4" NUMBER INTO DECK, SKID RESISTANT (EPOXY PAINT BLACK OR WHITELETTERS/NUMBERS - DEPENDING ON DECK COLOR SELECTION) PROVIDE MARKERS AT EVERY 1 FOOT IN DEPTH OR ONE MARKER FOR EVERY 25' SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE3. DECK INTL. NO DIVING SYMBOL & DECK INTL. HANDICAP SYMBOL: CUSTOM, SANDBLAST SYMBOL INTO DECK, SKID RESISTANT (RED-NO SYMBOL, BLACK-NO DIVING) SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE4. WATERLINE DEPTH MARKER: CUSTOM, WATER JET CUT INTO 6"X6"WATERLINE TILE (DALTILE - CLASSIC SERIES - SPA #0148) SEE: SHEETH1 SP.504, DETAIL 9 & 11. DE5.WATER LINE TILE:6"X6", DALTILE - CLASSIC SERIES - SPA #0148 - FROSTPROOF, GLAZED, SEE: SHEET H1 SP.503, DETAIL 11. (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 25 L.F. OF TILE. DE6.2" CONTINUOUS ROW STEP ACCENT: DALTILE; KEYNOTE SERIES, 2"X2",COLOR: AEGEAN # D192, NON-SKID FINISH, SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 15 L.F. OF TILE DE7.INTERIOR FINISH: PREMIUM MARCITE PLASTER, COLOR: WHITE PROVIDE OWNER FOR AN UPGRADED INTERIOR SURFACE - PROVIDE PEBBLE FINA - ARCTIC WHITE - AS BID ALT #1, CONTRACTOR MAY SUBMIT 'EQUAL' SEE: SHEET H1 SP.504, DETAIL 8 DE8. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BONDBREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. (QTY. SEE PERIMETER) FINALSELECTION PER OWNERS REP. SEE: SHEET H1 SP.501, DETAIL 1 DE9.POOL SHELL WATERPROOFING: PRODUCT OF AQURON CORPORATION. PRODUCT: CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED. PROVIDE TWO COATS PER INSTALLATION INSTRUCTION. WWW.AQURON.COM. SEE: SHEET H1SP.504, DETAIL 8. DE10.BEACH ENTRY TRENCH MAIN DRAIN: AQUASTAR, 32" CHANNEL, MODEL #32CDFL103, GRAY. SEE: SHEET H1 SP5.02 DETAIL 15 & 16 (QTY. 2) DE11.BEACH ENTRY GRATE: NEPTUNE BENSON; LAWSON AQUATICS, 12" PERPENDICULAR. COLOR: TAN SUBMIT COLOR FOR APPROVAL, SEE: SHEET H1 SP5.02 DETAIL 15 (QTY. 18 L.F.) E3 DE1 HOSE BIBBS PER MEP DECK GFI D1D3 D2 DE2 DE5 DE7 DE9 DE7 DE9 DE8 I3 I6 I1 I7 I8 E1 E2 POOL P-6 SEE: H1 S-.106 POOL J-BOX & TRANSFORMER COORDINATE FINAL LOCATION WITH ARCHITECT D1*D3 D2 D3 D4 DE6 DE6 DE3 DE4DE2 DE3 DE1 DE5 DE8 I2 I2 I3 I4 I4 I5 I5 I6 E1 DE10 DE11 E4 BEACH ENTRY TILE SKID RESISTANT DAL-TILE KEYSTONE 2"X2" - DESERT GRAY SPECKLE #D200 & MARBLE D325 WATER FEATUREWF MONTAGE HOTEL POOL (P-5) & WATER FEATURE (F-3.2) POOL PLAN NOTES 1.POOL LIFTS, SLOPE ENTRIES, TRANSFER WALLS, TRANSFER SYSTEM, AND POOL STAIR SHALL COMPLY WITH CBC 2019 CHAPTER 11B DIVISION 10 SECTION1009. 2.PROVIDE WATER DEPTH MARKERS AND LOCATION, AND DECORATIVE DESIGNS PER CBC 2019 SECTION 3110B.4. 3.POOL STAIRS SHALL COMPLY WITH CBC 2019 SECTION 3111B.3 COMPLY WITH CBC 2019 SECTION 3108B FOR POOL CONSTRUCTION 4.PROVIDE HOSE BIBBS PER CBC 2019 SECTION 3118B. 5.POOL DECK SLOPE PER CBC 2019 SECTION 3114B.3. 6.POOL AND SPA, AND THE POOL DECK AREA SANITARY FACILITIES (TOILETS, LAVATORIES, SHOWER) SERVING THE POOL AREA SHALL COMPLY WITH CBC 2019 SECTION 3116B. 7.ENCLOSURE FOR THE POOL AREA AND GATES PER CBC 2019 SECTION 3119B. 8.COMPLY WITH CBC 2019 SECTION 3109B FOR GEOMETRY AND SLOPE. 9.THE FINISH COLOR SHALL BE WHITE EXCEPT FOR THE FOLLOWING WHICH SHALL BE CONTRASTING COLOR (CBC 3108B.3) a.THE EDGE OF POOL STEPS; b.TILES INSTALLED AT THE WATERLINE 8.DECK DRAINAGE. THE POOL DECK SURFACE SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT TO DECK DRAINS OR OTHER APPROVED SURFACE WATER DISPOSAL AREAS. THE POOL DECK SURFACE SHALL NOT DRAIN INTO THE POOL, ITS PERIMETER 9.NIGHTTIME USE. POOLS USED AT NIGHT SHALL BE EQUIPPED WITH UNDERWATER LIGHT FIXTURES THAT WILL PROVIDE COMPLETE ILLUMINATION TO ALL UNDERWATER AREAS OF THE POOL WITH NO BLIND SPOTS. 10.DECK AREA LIGHTING. WHERE THE POOL IS TO BE USED AT NIGHT, POOL DECK AREAS SHALL BE PROVIDED WITH LIGHTING SO THAT PERSONS WALKING ON THE DECK CAN IDENTIFY HAZARDS. LIGHTING FIXTURES SHALL BE AIMED TOWARDS THE DECK AREA AND AWAY FROM THE POOL SURFACE INSOFAR AS PRACTICAL. WF1.CIRCULATION SUCTION FITTING: VGB APPROVED; 6" AQUASTAR PRODUCT, MODEL #6H2101. BULKHEAD FITTING ADAPTER, 2.5" SLIP #625SI101, WHITE. -CONNECT TO SKIMMER: WATERWAY PLASTICS. #540-6350-WHITE, SEE: SHEET H1 SP.505, DETAIL 1 (QTY. 2) WF2.BOOSTER MAIN DRAIN-SPA: LAWSON AQUATICS PRODUCT. MODEL: 9" X 9" MLD-SG-0909-WT, WHITE SEE: SHEET H1 SP.505, DETAIL 3 (QTY. 4) WF3.WATER LEVEL SENSOR: CRYSTAL FOUNTAINS, EPS SERIES CONNECTION TO WATER LEVEL CONTROLLER, SEE: SHEET H1 SP.505, DETAIL 9 (QTY. 1) WF4. FLOOR INLET: PENTAIR POOL PRODUCT; MODEL #08417-0005, WHITE. SEE: SHEET H1 SP.505, DETAIL 5 (QTY. 35) WF5.FOUNTAIN LIGHT (WHITE): CRYSTAL FOUNTAINS, LED040, LV, 20 WATTS, 12V. 30FT CORD, SEE: SHEET H1 SP.505, DETAIL 11 (QTY. 14) WF6.UNDERWATER JUNCTION BOX (LIGHTS): CRYSTAL FOUNTAINS. MODEL EBJ SERIES, 8 LIGHTS, BRONZE, POTTING COMPOUND, AND STUB-UP, SEE: SHEET H1 SP.505, DETAIL 12 (QTY. 2) WF7. CONCRETE SHELL WATERPROOFING: BASECRETE (2) LAYERS 1 8" MIN.THICKNESS, SEE SPECIFICATIONS AND MANF. RECOMMENDATIONS. PROVIDE ALL ON FOUNTAIN WALLS AND BASINS. WF8.WATER FEATURE TILE: DALTILE; KEYNOTE SERIES, BLEND, 1"X1", COLORS: ARTIC WHITE (D617), SPA (D148), AQUA GLOW (D197), AEGEAN (D192), WATERFALL (D169), SUEDE GRAY (D182), SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) ACCESSORIES & SAFETYA (REMOVED) A1. POOL SIGNAGE SHALL INCLUDE THE FOLLOWING: SEE H1 SP.504 DETAIL 13 1.POOL RULES + (POOL HOURS) 2.KEEP OFF ADA LIFT - NOT A TOY 3.IN CASE OF EMERGENCY DIAL 911 - (MINIMUM 4" HIGH NUMBERS) WITH LOCATION OF NEAREST EMERGENCY SERVICES & NAME AND ADDRESS OF THE POOL FACILITY 4.WARNING NO LIFE GUARD ON DUTY (MINIMUM 4" HIGH LETTERS) 5.CHILDREN UNDER THE AGE OF 14 SHALL NOT USE THE POOL WITHOUT A PARENT OR GUARDIAN IN ATTENDANCE (MINIMUM 1" HIGH LETTERS) 6.ILLUSTRATED DIAGRAM OF ARTIFICIAL RESPIRATION AND CARDIOPULMONARY RESUSCITATION PROCEDURES (MINIMUM 1" HIGH LETTERS) 7.NO DIVING 8.KEEP GATE CLOSED AT ALL TIMES 9.DIARRHEA NOTICE 10.EMERGENCY EXIT 11.POOL PERSON CAPACITY A2. SAFETY EQUIPMENT; PRODUCT OF RECREONICS: QTY. SEE LANDSCAPE SHEETS FOR MOUNTING HARDWARE AND DESIGN 13.SHEPHERDS CROOKS WITH 16 FT POLE - #12-237 QTY. 1 14.RING BUOY 24 -INCH, WHITE - #12-252 QTY. 2 15.STAINLESS STEEL HOLDER FOR RING BUOY - #12-259 QTY. 2 16.RING BUOY 30 FOOT THROW LINE - #12-260 QTY. 2 A3. CLEANING EQUIPMENT; PRODUCT OF RECREONICS: 17. VACUUM HOSE - #10-401 20. HOSE HANGER - #10-358 18. VACUUM HEAD - #10-201 21. HANDLES AND POLES - #10-333 19. LEAF RAKE - 10-124 22. WALL BRUSHES - #10-136 1 Dec 09, 2020 01/26/2021 3F T 6 I N 4FT 6IN 4FT 6 I N 5FT 5FT 4FT 4F T 3FT 3FT 6IN 3FT 6 I N 2 F T 1F T 2FT 1FT R4 ' - 0 " R5 ' - 0 " R 6 ' - 0 " R 7 ' - 0 " 3' - 0 " R21 ' - 7 " R2'- 0 " R3'-0" R4'-0" R5'-0" R 3 4 ' - 1 0 " R15'-2" R1 5 ' - 1 0 " R12 ' - 8 " R 1 9 ' - 1 0 " R1 0 ' - 2 " R9 ' - 1 0 " R 3 7 ' - 0 " R 3 4 ' - 1 0 " R 2 4 ' - 4 " R34 ' - 1 0 " R9' - 2 " 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.106 MONTAGE HOTEL POOL (P-6) Scale: 1/4" = 1' (H1) MONTAGE HOTEL - POOL (P-6) - PLAN1 NORTH POOL SIGNAGE AND SAFETY EQUIPMENT - COORDINATE FINAL LOCATION WITH ARCHITECT E3 HOSE BIBBS PER MEP DECK GFI DE7 DE9 DE7 DE9 I6 I1I7 E1 E2 POOL P-5 SEE: H1 SP.105 A1 A2 POOL J-BOX & TRANSFORMER COORDINATE FINAL LOCATION WITH ARCHITECT D1D3 DE2 DE3 DE1 I1.MAIN DRAIN - POOL: LAWSON AQUATICS PRODUCT. MODEL: 12" X 12" MLD-SG-1212-WT (POOL), WHITE, DRAIN GRATE ANTI-ENTRAPMENT SUCTION OUTLET COVER AND SUMP, WWW.LAWSONAQUATICS.COM. SEE: SHEET H1 SP.502, DETAIL 1 & 2. (QTY. 2) I2.SKIMMER: WATERWAY PLASTICS. MODEL: RENEGADE #540-6350-WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID, SQUARE, GRAY. SEE: SHEET SP.502, DETAIL 5, 7 & 8. (QTY. 5) I3.SKIMMER BALANCE LINE SUCTION FITTING, VGB APPROVED; 4" AQUASTAR PRODUCT, MODEL #4H1101. BULKHEAD FITTING ADAPTER, 2" SLIP #420SI101, WHITE. SEE: SHEET H1 SP.502, DETAIL 5 & 7 (QTY. 10) I4.WALL INLET: AQUASTAR. MODEL #8101,"EYEBALL" INLET, WHITE. 40 GPM WITH EACH 1" ORIFICE. PLACE 18" MINIMUM BELOW WATER, SEE: SHEET H1 SP.502, DETAIL 10. (QTY. 13) I5.AUTO FILL: AQUASTAR 'FILL STAR'. MODEL AFB101, UP TO 70 PSI WATER PRESSURE ON THE FLOAT, 3/4 INCH PVC WATER SUPPLY CONNECTION. POUR A LID: SQUARE #SQ201-PAL-GRAY. SHEET H1 SP.502, DETAIL 8 & 9 (QTY. 1) & FILL BYPASS H1 SP.504 DETAIL 12 (QTY. 1) I6.LIGHT NICHE-POOL: PENTAIR POOL PRODUCT. MODEL #79206700, LARGE, PLASTIC. CONCRETE, SEE: SHEET H1 SP.503, DETAIL 13. (QTY. 4) I7.HYDROSTATIC RELIEF VALVE; POOL: RELIEF VALVE AND COLLECTION TUBE, SUPPLIED BY RECREONICS: RELIEF VALVE, PVC WITH STAINLESS STEAL SPRING, PART #34-60. COLLECTION TUBE, PVC, PART #34-602. SEE: SHEET H1 SP.503, DETAIL 2 (QTY.1) I8. FLOOR INLET: AQUASTAR; MODEL #4DIV101 & DIV0191, WHITE, SURROUNDED BY 12" X 12" TILED AREA. H1 SP.502 DETAIL 12 (QTY.8) DESIGN ELEMENT DECK EQUIPMENT ELECTRICALE DE IMBEDI D E1.LIGHT-POOL; PENTAIR POOL PRODUCT, MODEL #601204, INTELLIBRITE 5G LED, 400 WATT EQUIVALENT, 120V. 250FT. CORD SEE: SHEET H1 SP.503, DETAIL 13 (QTY. 4) E2.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. MODEL #PJB-2175, (4) & (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. TRANSFORMER PENTAIR PS-300 TRANSFORMER. SEE: SHEET H1 SP.504, DETAIL 9 & 10 (QTY. 2) E3. BONDING: COORDINATE WITH ELECTRICAL. SEE: SHEET H1 SP.503, DETAIL 16 E4. BEACH ENTRY LIGHTS: PENTAIR POOL PRODUCT, MODEL #602104, GLOBRITE LED, 15 WATT, 12V, 100FT. CORD. (QTY. 2) SEE: SHEET SP.503 DETAIL 15 D1.(P-6) POOL HANDRAILS: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .109 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET H1 SP.501, DETAIL 5. (QTY. 2) D2.GRABRAIL & RECESSED STEPS: SR SMITH., PRETZEL GRAB RAIL, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D .109 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. RECESSED STEPS: SR SMITH - PLASTIC, PROVIDE THREE TREADS, 17.5-IN & NON-SLIP. SEE: SHEET H1 SP.501, DETAIL 10 (QTY. 2 SETS) D3.RAIL ANCHOR; SR SMITH PRODUCTS. MODEL #AS-100P, 4-BRONZE , 1.90. I.D.WITH EP-100F ESCUTCHEON, SEE: SHEET H1 SP.501, DETAILS 13,14 &15. (QTY. 12) D4.ADA ACCESS LIFT - AQUA CREEK PRODUCTS. MODEL: AQUA CREEK SCOUT 2 LIFT #F-800SC-DER-D, ANCHOR & BATTERY. (LIFT QTY. 1). SPARE 24-VOLT BATTERY , #F-004AB. (QTY. 1) WWW.NATIONALAQUATICCOMPLIANCE.COM. LIFT; SEE: SHEET H1 SP.501, DETAIL 11. & SEE: SHEET H1 SP.501, DETAIL 16 - ANCHOR (QTY. 1) ACCESSORIES & SAFETY A1. POOL SIGNAGE SHALL INCLUDE THE FOLLOWING: SEE H1 SP.504 DETAIL 13 1.POOL RULES + (POOL HOURS) 2.KEEP OFF ADA LIFT - NOT A TOY 3.IN CASE OF EMERGENCY DIAL 911 - (MINIMUM 4" HIGH NUMBERS) WITH LOCATION OF NEAREST EMERGENCY SERVICES & NAME AND ADDRESS OF THE POOL FACILITY 4.WARNING NO LIFE GUARD ON DUTY (MINIMUM 4" HIGH LETTERS) 5.CHILDREN UNDER THE AGE OF 14 SHALL NOT USE THE POOL WITHOUT A PARENT OR GUARDIAN IN ATTENDANCE (MINIMUM 1" HIGH LETTERS) 6.ILLUSTRATED DIAGRAM OF ARTIFICIAL RESPIRATION AND CARDIOPULMONARY RESUSCITATION PROCEDURES (MINIMUM 1" HIGH LETTERS) 7.NO DIVING 8.KEEP GATE CLOSED AT ALL TIMES 9.DIARRHEA NOTICE 10.EMERGENCY EXIT 11.POOL PERSON CAPACITY A2. SAFETY EQUIPMENT; PRODUCT OF RECREONICS: QTY. 12.SHEPHERDS CROOKS WITH 16 FT POLE - #12-237 QTY. 1 13.RING BUOY 24 -INCH, WHITE - #12-252 QTY. 2 14.STAINLESS STEEL HOLDER FOR RING BUOY - #12-259 QTY. 2 15.RING BUOY 30 FOOT THROW LINE - #12-260 QTY. 2 16.FIRST AID KIT (MEDIUM) - #12-044 QTY. 1 A D1 D3 D2 D3 D4 DE1 DE3DE2 DE4 DE4 DE5 DE5 DE6 DE6 DE8 DE8 I2 I2 I3 I3 I4 I5 DE10 DE11 E4 POOL PLAN NOTES 1.POOL LIFTS, SLOPE ENTRIES, TRANSFER WALLS, TRANSFER SYSTEM, AND POOL STAIR SHALL COMPLY WITH CBC 2019 CHAPTER 11B DIVISION 10 SECTION1009. 2.PROVIDE WATER DEPTH MARKERS AND LOCATION, AND DECORATIVE DESIGNS PER CBC 2019 SECTION 3110B.4. 3.POOL STAIRS SHALL COMPLY WITH CBC 2019 SECTION 3111B.3 COMPLY WITH CBC 2019 SECTION 3108B FOR POOL CONSTRUCTION 4.PROVIDE HOSE BIBBS PER CBC 2019 SECTION 3118B. 5.POOL DECK SLOPE PER CBC 2019 SECTION 3114B.3. 6.POOL AND SPA, AND THE POOL DECK AREA SANITARY FACILITIES (TOILETS, LAVATORIES, SHOWER) SERVING THE POOL AREA SHALL COMPLY WITH CBC 2019 SECTION 3116B. 7.ENCLOSURE FOR THE POOL AREA AND GATES PER CBC 2019 SECTION 3119B. 8.COMPLY WITH CBC 2019 SECTION 3109B FOR GEOMETRY AND SLOPE. 9.THE FINISH COLOR SHALL BE WHITE EXCEPT FOR THE FOLLOWING WHICH SHALL BE CONTRASTING COLOR (CBC 3108B.3) a.THE EDGE OF POOL STEPS; b.TILES INSTALLED AT THE WATERLINE 8.DECK DRAINAGE. THE POOL DECK SURFACE SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT TO DECK DRAINS OR OTHER APPROVED SURFACE WATER DISPOSAL AREAS. THE POOL DECK SURFACE SHALL NOT DRAIN INTO THE POOL, ITS PERIMETER 9.NIGHTTIME USE. POOLS USED AT NIGHT SHALL BE EQUIPPED WITH UNDERWATER LIGHT FIXTURES THAT WILL PROVIDE COMPLETE ILLUMINATION TO ALL UNDERWATER AREAS OF THE POOL WITH NO BLIND SPOTS. 10.DECK AREA LIGHTING. WHERE THE POOL IS TO BE USED AT NIGHT, POOL DECK AREAS SHALL BE PROVIDED WITH LIGHTING SO THAT PERSONS WALKING ON THE DECK CAN IDENTIFY HAZARDS. LIGHTING FIXTURES SHALL BE AIMED TOWARDS THE DECK AREA AND AWAY FROM THE POOL SURFACE INSOFAR AS PRACTICAL. I8 DE1.POOL EDGE, POURED CONCRETE WITH CANTILEVER, COLOR: GRAY, SKID RESISTANT FINISH, 1.5" OVERHANG ON WET SIDE FOR GRIP EDGE. MAINTAIN A UNIFORM THICKNESS 2.5" INCH. CONTRACTOR TO PROVIDE SHOP SEE: SEE: SHEET H1 SP.501, DETAIL 1 (QTY. SEE PERIMETER) DE2. DECK DEPTH MARKER: CUSTOM, FT & IN, SANDBLAST 4" NUMBER INTO DECK, SKID RESISTANT (EPOXY PAINT BLACK OR WHITE LETTERS/NUMBERS - DEPENDING ON DECK COLOR SELECTION) PROVIDE MARKERS AT EVERY 1 FOOT IN DEPTH OR ONE MARKER FOR EVERY 25' SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE3. DECK INTL. NO DIVING SYMBOL & DECK INTL. HANDICAP SYMBOL: CUSTOM, SANDBLAST SYMBOL INTO DECK, SKID RESISTANT (RED-NO SYMBOL, BLACK-NO DIVING) SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE4. WATERLINE DEPTH MARKER: CUSTOM, WATER JET CUT INTO 6"X6" WATERLINE TILE (DALTILE - CLASSIC SERIES - SPA #0148) SEE: SHEET H1 SP.504, DETAIL 9 & 11. DE5.WATER LINE TILE:6"X6", DALTILE - CLASSIC SERIES - SPA #0148 - FROST PROOF, GLAZED, SEE: SHEET H1 SP.503, DETAIL 11. (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 25 L.F. OF TILE. DE6.2" CONTINUOUS ROW STEP ACCENT: DALTILE; KEYNOTE SERIES, 2"X2", COLOR: AEGEAN # D192, NON-SKID FINISH, SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 15 L.F. OF TILE DE7.INTERIOR FINISH: PREMIUM MARCITE PLASTER, COLOR: WHITE PROVIDE OWNER FOR AN UPGRADED INTERIOR SURFACE - PROVIDE PEBBLE FINA - ARCTIC WHITE - AS BID ALT #1, CONTRACTOR MAY SUBMIT 'EQUAL' SEE: SHEET H1 SP.504, DETAIL 8 DE8. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BOND BREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. (QTY. SEE PERIMETER) FINAL SELECTION PER OWNERS REP. SEE: SHEET H1 SP.501, DETAIL 1 DE9.POOL SHELL WATERPROOFING: PRODUCT OF AQURON CORPORATION. PRODUCT: CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED. PROVIDE TWO COATS PER INSTALLATION INSTRUCTION. WWW.AQURON.COM. SEE: SHEET H1 SP.504, DETAIL 8. DE10.BEACH ENTRY TRENCH MAIN DRAIN: AQUASTAR, 32" CHANNEL, MODEL #32CDFL103, GRAY. SEE: SHEET H1 SP5.02 DETAIL 15 & 16 (QTY. 2) DE11.BEACH ENTRY GRATE: NEPTUNE BENSON; LAWSON AQUATICS, 12" PERPENDICULAR. COLOR: TAN SUBMIT COLOR FOR APPROVAL, SEE: SHEET H1 SP5.02 DETAIL 15 (QTY. 18 L.F.) BEACH ENTRY TILE SKID RESISTANT DAL-TILE KEYSTONE 2"X2" - DESERT GRAY SPECKLE #D200 & MARBLE D325 Dec 09, 2020 01/26/2021 ELECTRICAL WALL WITH PANEL, TIMERS & CONTROLLERS P- 6 ( P O O L ) 19 0 G P M BACKWASH TANK 3 F T 3FT 6 I N 3F T 6 I N 2F T 1F T 3 F T 1FT 2F T R28'-2" R11'-0" R38'-2 1 2 " R9 ' - 0 " R19'- 1 0 " 3'-0" 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.107 MONTAGE HOTEL POOL (P-7) Scale: 1/4" = 1' (H1) MONTAGE HOTEL - POOL (P-7) - PLAN1 NORTH POOL SIGNAGE AND SAFETY EQUIPMENT - COORDINATE FINAL LOCATION WITH ARCHITECT E3 DE1 HOSE BIBBS PER MEP DECK GFI D1D3 DE7 DE9 I6E1 E2 SPA SP-3 SEE: H1 SP.110 A1 A2 POOL J-BOX & TRANSFORMER COORDINATE FINAL LOCATION WITH ARCHITECT DE4 DE2 DE3 DE5 I1.MAIN DRAIN - POOL: LAWSON AQUATICS PRODUCT. MODEL: 12" X 12" MLD-SG-1212-WT (POOL), WHITE, DRAIN GRATE ANTI-ENTRAPMENT SUCTION OUTLET COVER AND SUMP, WWW.LAWSONAQUATICS.COM. SEE: SHEET H1 SP.501, DETAIL 1, & 2. (QTY. 2) I2.SKIMMER: WATERWAY PLASTICS. MODEL: RENEGADE #540-6350-WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID, SQUARE, GRAY. SEE: SHEET SP.502, DETAIL 5, 7 & 8. (QTY. 5) I3.SKIMMER BALANCE LINE SUCTION FITTING, VGB APPROVED; 4" AQUASTAR PRODUCT, MODEL #4H1101. BULKHEAD FITTING ADAPTER, 2" SLIP #420SI101, WHITE. SEE: SHEET H1 SP.502, DETAIL 5 & 7 (QTY. 10) I4.WALL INLET: AQUASTAR. MODEL #8101,"EYEBALL" INLET, WHITE. 40 GPM WITH EACH 1" ORIFICE. PLACE 18" MINIMUM BELOW WATER, SEE: SHEET H1 SP.502, DETAIL 10 (QTY. 10) I5.AUTO FILL: AQUASTAR 'FILL STAR'. MODEL AFB101, UP TO 70 PSI WATER PRESSURE ON THE FLOAT, 3/4 INCH PVC WATER SUPPLY CONNECTION. POUR A LID: SQUARE #SQ201-PAL-GRAY. SHEET H1 SP.502, DETAIL 8 & 9 (QTY. 1) & FILL BYPASS H1 SP.504 DETAIL 12 (QTY. 1) I6.LIGHT NICHE-POOL: PENTAIR POOL PRODUCT. MODEL #79206700, LARGE, PLASTIC. CONCRETE, SEE: SHEET H1 SP.503, DETAIL 13. (QTY. 4) I7.HYDROSTATIC RELIEF VALVE: RELIEF VALVE AND COLLECTION TUBE, SUPPLIED BY RECREONICS: RELIEF VALVE, PVC WITH STAINLESS STEAL SPRING, PART #34-60. COLLECTION TUBE, PVC, PART #34-602. SEE: SHEET H1 SP.503, DETAIL 2 (QTY.1) I8. FLOOR INLET: AQUASTAR; MODEL #4DIV101 & DIV0191, WHITE, SURROUNDED BY 12" X 12" TILED AREA. H1 SP.502 DETAIL 12 (QTY. 4) DESIGN ELEMENT DECK EQUIPMENT ELECTRICALE DE IMBEDI D E1.LIGHT-POOL; PENTAIR POOL PRODUCT, MODEL #601204, INTELLIBRITE 5G LED, 400 WATT EQUIVALENT, 120V. 250FT. CORD SEE: SHEET H1 SP.503, DETAIL 13 (QTY. 3) E2.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. MODEL #PJB-2175, (4) & (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. TRANSFORMER PENTAIR PS-300 TRANSFORMER. SEE: SHEET H1 SP.504, DETAIL 9 & 10 (QTY. 2) E3. BONDING: COORDINATE WITH ELECTRICAL. SEE: SHEET H1 SP.503, DETAIL 16 E4. BEACH ENTRY LIGHTS: LIGHTS; PENTAIR POOL PRODUCT, MODEL #601302, INTELLIBRITE 5G LED, 500 WATT EQUIVALENT, 120V. 100FT. CORD. (QTY. 2) SEE: SHEET SP.503 DETAIL 15 D1.(P-7) POOL HANDRAILS: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .109 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET H1 SP.501, DETAIL 6. (QTY. 1) D2.GRABRAIL & RECESSED STEPS: SR SMITH., PRETZEL GRAB RAIL, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D .109 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. RECESSED STEPS: SR SMITH - PLASTIC, PROVIDE THREE TREADS, 17.5-IN & NON-SLIP. SEE: SHEET H1 SP.501, DETAIL 10 (QTY. 1 SET) D3.RAIL ANCHOR; SR SMITH PRODUCTS. MODEL #AS-100P, 4-BRONZE , 1.90. I.D.WITH EP-100F ESCUTCHEON, SEE: SHEET H1 SP.501, DETAILS 13,14 &15. (QTY. 6) D4.ADA ACCESS LIFT - AQUA CREEK PRODUCTS. MODEL: AQUA CREEK SCOUT 2 LIFT #F-800SC-DER-D, ANCHOR & BATTERY. (LIFT QTY. 1). SPARE 24-VOLT BATTERY , #F-004AB. (QTY. 1) WWW.NATIONALAQUATICCOMPLIANCE.COM. LIFT; SEE: SHEET H1 SP.501, DETAIL 11. & SEE: SHEET H1 SP.501, DETAIL 16 - ANCHOR (QTY. 1) ACCESSORIES & SAFETY A1. POOL SIGNAGE SHALL INCLUDE THE FOLLOWING: SEE: H1 SP.504 DETAIL 13 1.POOL RULES + (POOL HOURS) 2.KEEP OFF ADA LIFT - NOT A TOY 3.IN CASE OF EMERGENCY DIAL 911 - (MINIMUM 4" HIGH NUMBERS) WITH LOCATION OF NEAREST EMERGENCY SERVICES & NAME AND ADDRESS OF THE POOL FACILITY 4.WARNING NO LIFE GUARD ON DUTY (MINIMUM 4" HIGH LETTERS) 5.CHILDREN UNDER THE AGE OF 14 SHALL NOT USE THE POOL WITHOUT A PARENT OR GUARDIAN IN ATTENDANCE (MINIMUM 1" HIGH LETTERS) 6.ILLUSTRATED DIAGRAM OF ARTIFICIAL RESPIRATION AND CARDIOPULMONARY RESUSCITATION PROCEDURES (MINIMUM 1" HIGH LETTERS) 7.NO DIVING 8.KEEP GATE CLOSED AT ALL TIMES 9.DIARRHEA NOTICE 10.EMERGENCY EXIT 11.POOL PERSON CAPACITY A2. SAFETY EQUIPMENT; PRODUCT OF RECREONICS: QTY. 12.SHEPHERDS CROOKS WITH 16 FT POLE - #12-237 QTY. 1 13.RING BUOY 24 -INCH, WHITE - #12-252 QTY. 2 14.STAINLESS STEEL HOLDER FOR RING BUOY - #12-259 QTY. 2 15.RING BUOY 30 FOOT THROW LINE - #12-260 QTY. 2 16.FIRST AID KIT (MEDIUM) - #12-044 QTY. 1 A DE7 DE9 D2D3 DE4 DE1 DE2 DE3 DE4 DE5 DE6 DE8 DE8 I1I7 I2 I3 I4 I4 I5 I6E1 E4 DE10 DE11 I8 POOL PLAN NOTES 1.POOL LIFTS, SLOPE ENTRIES, TRANSFER WALLS, TRANSFER SYSTEM, AND POOL STAIR SHALL COMPLY WITH CBC 2019 CHAPTER 11B DIVISION 10 SECTION1009. 2.PROVIDE WATER DEPTH MARKERS AND LOCATION, AND DECORATIVE DESIGNS PER CBC 2019 SECTION 3110B.4. 3.POOL STAIRS SHALL COMPLY WITH CBC 2019 SECTION 3111B.3 COMPLY WITH CBC 2019 SECTION 3108B FOR POOL CONSTRUCTION 4.PROVIDE HOSE BIBBS PER CBC 2019 SECTION 3118B. 5.POOL DECK SLOPE PER CBC 2019 SECTION 3114B.3. 6.POOL AND SPA, AND THE POOL DECK AREA SANITARY FACILITIES (TOILETS, LAVATORIES, SHOWER) SERVING THE POOL AREA SHALL COMPLY WITH CBC 2019 SECTION 3116B. 7.ENCLOSURE FOR THE POOL AREA AND GATES PER CBC 2019 SECTION 3119B. 8.COMPLY WITH CBC 2019 SECTION 3109B FOR GEOMETRY AND SLOPE. 9.THE FINISH COLOR SHALL BE WHITE EXCEPT FOR THE FOLLOWING WHICH SHALL BE CONTRASTING COLOR (CBC 3108B.3) a.THE EDGE OF POOL STEPS; b.TILES INSTALLED AT THE WATERLINE 8.DECK DRAINAGE. THE POOL DECK SURFACE SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT TO DECK DRAINS OR OTHER APPROVED SURFACE WATER DISPOSAL AREAS. THE POOL DECK SURFACE SHALL NOT DRAIN INTO THE POOL, ITS PERIMETER 9.NIGHTTIME USE. POOLS USED AT NIGHT SHALL BE EQUIPPED WITH UNDERWATER LIGHT FIXTURES THAT WILL PROVIDE COMPLETE ILLUMINATION TO ALL UNDERWATER AREAS OF THE POOL WITH NO BLIND SPOTS. 10.DECK AREA LIGHTING. WHERE THE POOL IS TO BE USED AT NIGHT, POOL DECK AREAS SHALL BE PROVIDED WITH LIGHTING SO THAT PERSONS WALKING ON THE DECK CAN IDENTIFY HAZARDS. LIGHTING FIXTURES SHALL BE AIMED TOWARDS THE DECK AREA AND AWAY FROM THE POOL SURFACE INSOFAR AS PRACTICAL. DE1.POOL EDGE, POURED CONCRETE WITH CANTILEVER, COLOR: GRAY, SKID RESISTANT FINISH, 1.5" OVERHANG ON WET SIDE FOR GRIP EDGE. MAINTAIN A UNIFORM THICKNESS 2.5" INCH. CONTRACTOR TO PROVIDE SHOP SEE: SEE: SHEET H1 SP.501, DETAIL 1 (QTY. SEE PERIMETER) DE2. DECK DEPTH MARKER: CUSTOM, FT & IN, SANDBLAST 4" NUMBER INTO DECK, SKID RESISTANT (EPOXY PAINT BLACK OR WHITE LETTERS/NUMBERS - DEPENDING ON DECK COLOR SELECTION) PROVIDE MARKERS AT EVERY 1 FOOT IN DEPTH OR ONE MARKER FOR EVERY 25' SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE3. DECK INTL. NO DIVING SYMBOL & DECK INTL. HANDICAP SYMBOL: CUSTOM, SANDBLAST SYMBOL INTO DECK, SKID RESISTANT (RED-NO SYMBOL, BLACK-NO DIVING) SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE4. WATERLINE DEPTH MARKER: CUSTOM, WATER JET CUT INTO 6"X6" WATERLINE TILE (DALTILE - CLASSIC SERIES - SPA #0148) SEE: SHEET H1 SP.504, DETAIL 9 & 11. DE5.WATER LINE TILE:6"X6", DALTILE - CLASSIC SERIES - SPA #0148 - FROST PROOF, GLAZED, SEE: SHEET H1 SP.503, DETAIL 11. (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 25 L.F. OF TILE. DE6.2" CONTINUOUS ROW STEP ACCENT: DALTILE; KEYNOTE SERIES, 2"X2", COLOR: AEGEAN # D192, NON-SKID FINISH, SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 15 L.F. OF TILE DE7.INTERIOR FINISH: PREMIUM MARCITE PLASTER, COLOR: WHITE PROVIDE OWNER FOR AN UPGRADED INTERIOR SURFACE - PROVIDE PEBBLE FINA - ARCTIC WHITE - AS BID ALT #1, CONTRACTOR MAY SUBMIT 'EQUAL' SEE: SHEET H1 SP.504, DETAIL 8 DE8. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BOND BREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. (QTY. SEE PERIMETER) FINAL SELECTION PER OWNERS REP. SEE: SHEET H1 SP.501, DETAIL 1 DE9.POOL SHELL WATERPROOFING: PRODUCT OF AQURON CORPORATION. PRODUCT: CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED. PROVIDE TWO COATS PER INSTALLATION INSTRUCTION. WWW.AQURON.COM. SEE: SHEET H1 SP.504, DETAIL 8. DE10.BEACH ENTRY TRENCH MAIN DRAIN: AQUASTAR, 32" CHANNEL, MODEL #32CDFL103, GRAY. SEE: SHEET H1 SP5.02 DETAIL 15 & 16 (QTY. 2) DE11.BEACH ENTRY GRATE: NEPTUNE BENSON; LAWSON AQUATICS, 12" PERPENDICULAR. COLOR: TAN SUBMIT COLOR FOR APPROVAL, SEE: SHEET H1 SP5.02 DETAIL 15 (QTY. 18 L.F.) BEACH ENTRY TILE SKID RESISTANT DAL-TILE KEYSTONE 2"X2" - DESERT GRAY SPECKLE #D200 & MARBLE D325 Dec 09, 2020 01/26/2021 3 F T 6 I N 3F T 6 I N 3FT 6I N R3'-1 0 " R 3 ' - 1 0 " R3' - 1 0 " R3 6 ' - 5 1 2" R3 7 ' - 5 1 2" R3 8 ' - 5 1 2" R28'-6 " R31'-6" R3 5 ' - 1 1 2" 2'-0" 3'-0" MIN. 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 Scale: 3/4" = 1' (H1) MONTAGE HOTEL - SPA (SP-1) - PLAN1 NORTH I1.MAIN DRAIN-SPA: LAWSON AQUATICS PRODUCT. MODEL: 9" X 9" MLD-SG-0909-WT (SPA), WHITE, DRAIN GRATE ANTI-ENTRAPMENT SUCTION OUTLET COVER AND SUMP, WWW.LAWSONAQUATICS.COM. SEE: SHEET H1 SP.502, DETAIL 1 & 3. (QTY. 4) I2.SKIMMER-SPA: WATERWAY PLASTICS. MODEL: RENEGADE #540-6350-WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID, SQUARE, GRAY. SEE: SHEET H1 SP.502, DETAIL 6, & 8. (QTY. 2) I3.WALL INLET-SPA: AQUASTAR. MODEL #8101,"EYEBALL" INLET, WHITE. 40 GPM WITH EACH 1" ORIFICE. PLACE 18" MINIMUM BELOW WATER, SEE: SHEET H1 SP.502, DETAIL 11 (QTY. 6) I4.AUTO FILL-SPA: AQUASTAR 'FILL STAR'. MODEL AFB101, UP TO 70 PSI WATER PRESSURE ON THE FLOAT, 3/4 INCH PVC WATER SUPPLY CONNECTION. POUR A LID: SQUARE #SQ201-PAL-GRAY. SEE: SHEET H1 SP.501, DETAIL 16 & SEE: SHEET H1 SP.502, DETAIL 8 & 9 (QTY. 1) I5.LIGHT NICHE - SPA; PENTAIR POOL PRODUCT. MODEL #79206600, SMALL, PLASTIC PVC, 1" REAR HUB, SEE: SHEET H1 SP.503, DETAIL 14 (QTY. 1) I6.HYDROSTATIC RELIEF VALVE - SPA: RELIEF VALVE AND COLLECTION TUBE, SUPPLIED BY RECREONICS: RELIEF VALVE, PVC WITH STAINLESS STEAL SPRING, PART #34-60. COLLECTION TUBE, PVC, PART #34-602. SEE: SHEET SP.503, DETAIL 2 (QTY.1) I7.THERAPY JETS - SPA: AQUASTAR 'AQUATHUNDER'. MODEL #ARG-101, WHITE. 2" SOCKET, 1-1." , 2 INCH WATER, 1-1/2 INCH AIR. SEE: SHEET H1 SP.502, DETAIL 13 (QTY. 8) DESIGN ELEMENT DECK EQUIPMENT ELECTRICALE DE SAFETY EQUIPMENT IMBEDI D E1.LIGHT-SPA; PENTAIR POOL PRODUCT, MODEL #640152, INTELLIBRITE 5G LED, 100 WATT EQUIVALENT, 12V. 150FT. CORD SEE: SHEET H1 SP.503, DETAIL 14. (QTY. 1) E2. BONDING: COORDINATE WITH ELECTRICAL. SEE: SHEET H1 SP.502, DETAIL 16 E3.15 MINUTE TIMER - SPA: JET PUMP TIMER PRODUCT OF INTERMATIC. MODEL #FF15MC, 15 MINUTE MAXIMUM TIME CYCLE WITH NO OVERRIDE FEATURE. SEE: SHEET H1 SP.503, DETAIL 4 (QTY. 1) E4.EMERGENCY POWER-OFF SWITCH. SHUTS OFF POWER IN AN EMERGENCY TO SPA CIRCULATION & BOOSTER PUMPS. PENTAIR. LX8202 SHEET H1 SP.503, DETAIL 4 (QTY. 1) E5.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. MODEL #PJB-2175 (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. TRANSFORMER PENTAIR PS-300 TRANSFORMER. SEE: SHEET H1 SP.504 DETAIL 10 (QTY.1) A D1.(SP-1) SPA HANDRAIL: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .109 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET H1 SP.501, DETAIL 7. (QTY. 2) D2.RAIL ANCHOR; SR SMITH PRODUCTS. MODEL #AS-100P, 4-BRONZE , 1.90. I.D.WITH EP-100F ESCUTCHEON, SEE: SHEET H1 SP.502, DETAILS, 13 & 14. (QTY. 4) D3.SPA ADA ACCESS TRANSFER WALL & RAIL - SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .065 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. ANCHOR MODEL #AS-100P, 4-BRONZE , 1.90. I.D.WITH EP-100F ESCUTCHEON SEE: SHEET H1 SP.501, DETAIL 12 & H1 SP.501, DETAIL 11 (QTY. 1) DE1.SPA EDGE, POURED CONCRETE WITH CANTILEVER, COLOR: GRAY, SKID RESISTANT FINISH, 1" MIN. OVERHANG ON WET SIDE FOR GRIP EDGE. MAINTAIN A UNIFORM THICKNESS 2.5" INCH. CONTRACTOR TO PROVIDE SHOP SEE: SEE: SHEET H1 SP.501, DETAIL 1 (QTY. SEE PERIMETER) DE2. DECK DEPTH MARKER: CUSTOM, FT & IN, SANDBLAST 4" NUMBER INTO DECK, SKID RESISTANT (EPOXY PAINT BLACK OR WHITE LETTERS/NUMBERS - DEPENDING ON DECK COLOR SELECTION) PROVIDE MARKERS AT EVERY 1 FOOT IN DEPTH OR ONE MARKER FOR EVERY 25' SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE3. DECK INTL. NO DIVING SYMBOL & DECK INTL. HANDICAP SYMBOL: CUSTOM, SANDBLAST SYMBOL INTO DECK, SKID RESISTANT (RED-NO SYMBOL, BLACK-NO DIVING) SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE4. WATERLINE DEPTH MARKER: CUSTOM, WATER JET CUT INTO 6"X6" WATERLINE TILE (DALTILE - CLASSIC SERIES - SPA #0148) SEE: SHEET H1 SP.504, DETAIL 9 & 11. DE5.WATER LINE TILE: 3"X6", DALTILE - CLASSIC SERIES - SPA #0148 - FROST PROOF, GLAZED, SEE: SHEET H1 SP.503, DETAIL 11. (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 15 L.F. OF TILE. DE6.2" CONTINUOUS ROW STEP ACCENT: DALTILE; KEYNOTE SERIES, 2"X2", COLOR: AEGEAN # D192, NON-SKID FINISH, SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 5 L.F. OF TILE DE7.INTERIOR FINISH: PREMIUM MARCITE PLASTER, COLOR: WHITE PROVIDE OWNER FOR AN UPGRADED INTERIOR SURFACE - PROVIDE PEBBLE FINA - ARCTIC WHITE - AS BID ALT., CONTRACTOR MAY SUBMIT 'EQUAL' SEE: SHEET H1 SP.504, DETAIL 8 DE8. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BOND BREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. (QTY. SEE PERIMETER) FINAL SELECTION PER OWNERS REP. SEE: SHEET H1 SP.501, DETAIL 1 DE9.SPA SHELL WATERPROOFING: PRODUCT OF AQURON CORPORATION. PRODUCT: CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED. PROVIDE TWO COATS PER INSTALLATION INSTRUCTION. WWW.AQURON.COM. SEE: SHEET H1 SP.504, DETAIL 8. REQUIRED SIGNAGE: SEE H1 SP.504 DETAIL 13 ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED; AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. SPA USER CAPACITY SIGN: A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. NO LIFEGUARD SIGN: WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, "WARNING: NO LIFEGUARD ON DUTY." THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, "CHILDREN UNDER THE AGE OF 14 SHALL NOT USE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE," WARNING SIGN FOR A SPA POOL: A WARNING SIGN FOR THE SPA POOLS SHALL BE POSTED STATING "CAUTION" AND SHALL INCLUDE THE FOLLOWING LANGUAGE IN LETTERS AT LEAST 1 INCH HIGH: ELDERLY PERSONS, PREGNANT WOMEN, INFANT, AND THOSE WITH HEALTH CONDITIONS REQUIRING MEDICAL CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE ENTERING THE SPA. UNSUPERVISED USE BY CHILDREN UNDER THE AGE OF 14 IS PROHIBITED. HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS, DRUGS, OR MEDICINES MAY LEAD TO SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED. DO NOT USE ALONE. LONG EXPOSURE MAY RESULT IN HYPERTHERMIA, NAUSEA, DIZZINESS, OR FAINTING. EMERGENCY SHUT OFF: IN LETTERS AT LEAST ONE INCH HIGH A SIGN SHALL BE POSTED AT THE SPA EMERGENCY SHUT OFF SWITCH STATING "EMERGENCY SHUT OFF SWITCH". 15 MIN. TIMER: IN LETTERS AT LEAST ONE INCH HIGH A SIGN SHALL BE POSTED AT THE SPA 15 MIN. TIMER STATING "15 MIN. TIMER".H1 SP.108 MONTAGE HOTEL SPA (SP-1) SPA SIGNAGE AND SAFETY EQUIPMENT - COORDINATE FINAL LOCATION WITH ARCHITECT E2 DE1 DE7 DE9 I5 E1 DE2 DE8 I1I6 D1 D2 D2 D3 DE3 DE4 DE5 DE6 DE6 I2 I2 I3 I4 I7 E3 E4 A1 E5 SPA PLAN NOTES 1.POOL LIFTS, SLOPE ENTRIES, TRANSFER WALLS, TRANSFER SYSTEM, AND POOL STAIR SHALL COMPLY WITH CBC 2019 CHAPTER 11B DIVISION 10 SECTION1009. 2.PROVIDE WATER DEPTH MARKERS AND LOCATION, AND DECORATIVE DESIGNS PER CBC 2019 SECTION 3110B.4. 3.POOL STAIRS SHALL COMPLY WITH CBC 2019 SECTION 3111B.3 COMPLY WITH CBC 2019 SECTION 3108B FOR POOL CONSTRUCTION 4.PROVIDE HOSE BIBBS PER CBC 2019 SECTION 3118B. 5.POOL DECK SLOPE PER CBC 2019 SECTION 3114B.3. 6.POOL AND SPA, AND THE POOL DECK AREA SANITARY FACILITIES (TOILETS, LAVATORIES, SHOWER) SERVING THE POOL AREA SHALL COMPLY WITH CBC 2019 SECTION 3116B. 7.ENCLOSURE FOR THE POOL AREA AND GATES PER 3119B. 8.COMPLY WITH CBC 2019 SECTION 3109B FOR GEOMETRY AND SLOPE. 9.THE FINISH COLOR SHALL BE WHITE EXCEPT FOR THE FOLLOWING WHICH SHALL BE CONTRASTING COLOR (CBC 3108B.3) a.THE EDGE OF POOL STEPS; b.TILES INSTALLED AT THE WATERLINE 8.DECK DRAINAGE. THE POOL DECK SURFACE SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT TO DECK DRAINS OR OTHER APPROVED SURFACE WATER DISPOSAL AREAS. THE POOL DECK SURFACE SHALL NOT DRAIN INTO THE POOL, ITS PERIMETER 9.NIGHTTIME USE. POOLS USED AT NIGHT SHALL BE EQUIPPED WITH UNDERWATER LIGHT FIXTURES THAT WILL PROVIDE COMPLETE ILLUMINATION TO ALL UNDERWATER AREAS OF THE POOL WITH NO BLIND SPOTS. 10.DECK AREA LIGHTING. WHERE THE POOL IS TO BE USED AT NIGHT, POOL DECK AREAS SHALL BE PROVIDED WITH LIGHTING SO THAT PERSONS WALKING ON THE DECK CAN IDENTIFY HAZARDS. LIGHTING FIXTURES SHALL BE AIMED TOWARDS THE DECK AREA AND AWAY FROM THE POOL SURFACE INSOFAR AS PRACTICAL. Dec 09, 2020 01/26/2021 3FT 6IN 3FT 6 I N 3F T 6 I N R 1 3 ' - 4 " R 1 3 ' - 4 " R3'-10" R3'- 1 0 " R7'- 0 " R6'-0 " R5'-0" R4'-0" 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.109 MONTAGE HOTEL SPA (SP-2) Scale: 3/4" = 1' (H1) MONTAGE HOTEL - SPA (SP-2) - PLAN1 NORTH POOL SIGNAGE AND SAFETY EQUIPMENT - COORDINATE FINAL LOCATION WITH ARCHITECT E2 DE1 DE7 DE9 I5 E1 DE2 DE8I1I6 D1 D2 D3 DE4 DE6 I2 I3 I7 E4 E3 E5 DE3 I4 DE5 I1.MAIN DRAIN-SPA: LAWSON AQUATICS PRODUCT. MODEL: 9" X 9" MLD-SG-0909-WT (SPA), WHITE, DRAIN GRATE ANTI-ENTRAPMENT SUCTION OUTLET COVER AND SUMP, WWW.LAWSONAQUATICS.COM. SEE: SHEET H1 SP.502, DETAIL 1 & 3. (QTY. 4) I2.SKIMMER-SPA: WATERWAY PLASTICS. MODEL: RENEGADE #540-6350-WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID, SQUARE, GRAY. SEE: SHEET H1 SP.502, DETAIL 6, & 8. (QTY. 2) I3.WALL INLET-SPA: AQUASTAR. MODEL #8101,"EYEBALL" INLET, WHITE. 40 GPM WITH EACH 1" ORIFICE. PLACE 18" MINIMUM BELOW WATER, SEE: SHEET H1 SP.502, DETAIL 11 (QTY. 6) I4.AUTO FILL-SPA: AQUASTAR 'FILL STAR'. MODEL AFB101, UP TO 70 PSI WATER PRESSURE ON THE FLOAT, 3/4 INCH PVC WATER SUPPLY CONNECTION. POUR A LID: SQUARE #SQ201-PAL-GRAY. SEE: SHEET H1 SP.501, DETAIL 16 & SEE: SHEET H1 SP.502, DETAIL 8 & 9 (QTY. 1) I5.LIGHT NICHE - SPA; PENTAIR POOL PRODUCT. MODEL #79206600, SMALL, PLASTIC PVC, 1" REAR HUB, SEE: SHEET H1 SP.503, DETAIL 14 (QTY. 2) I6.HYDROSTATIC RELIEF VALVE - SPA: RELIEF VALVE AND COLLECTION TUBE, SUPPLIED BY RECREONICS: RELIEF VALVE, PVC WITH STAINLESS STEAL SPRING, PART #34-60. COLLECTION TUBE, PVC, PART #34-602. SEE: SHEET SP.503, DETAIL 2 (QTY.1) I7.THERAPY JETS - SPA: AQUASTAR 'AQUATHUNDER'. MODEL #ARG-101, WHITE. 2" SOCKET, 1-1." , 2 INCH WATER, 1-1/2 INCH AIR. SEE: SHEET H1 SP.502, DETAIL 13 (QTY. 8) DESIGN ELEMENT DECK EQUIPMENT ELECTRICAL SAFETY EQUIPMENT IMBED E1.LIGHT-SPA; PENTAIR POOL PRODUCT, MODEL #640152, INTELLIBRITE 5G LED, 100 WATT EQUIVALENT, 12V. 150FT. CORD SEE: SHEET H1 SP.503, DETAIL 14. (QTY. 1) E2. BONDING: COORDINATE WITH ELECTRICAL. SEE: SHEET H1 SP.502, DETAIL 16 E3.15 MINUTE TIMER - SPA: JET PUMP TIMER PRODUCT OF INTERMATIC. MODEL #FF15MC, 15 MINUTE MAXIMUM TIME CYCLE WITH NO OVERRIDE FEATURE. SEE: SHEET H1 SP.503, DETAIL 4 (QTY. 1) E4.EMERGENCY POWER-OFF SWITCH. SHUTS OFF POWER IN AN EMERGENCY TO SPA CIRCULATION & BOOSTER PUMPS. PENTAIR. LX8202 SHEET H1 SP.503, DETAIL 4 (QTY. 1) E5.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. MODEL #PJB-2175 (2) CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. TRANSFORMER PENTAIR PS-300 TRANSFORMER. SEE: SHEET H1 SP.504 DETAIL 10 (QTY.1) D1.(SP-1) SPA HANDRAIL: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .109 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET H1 SP.501, DETAIL 7. (QTY. 2) D2.RAIL ANCHOR; SR SMITH PRODUCTS. MODEL #AS-100P, 4-BRONZE , 1.90. I.D.WITH EP-100F ESCUTCHEON, SEE: SHEET H1 SP.502, DETAILS, 13 & 14. (QTY. 4) D3.ADA ACCESS TRANSFER WALL & RAIL - SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .065 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. ANCHOR MODEL #AS-100P, 4-BRONZE , 1.90. I.D.WITH EP-100F ESCUTCHEON SEE: SHEET H1 SP.501, DETAIL 12 & H1 SP.501, DETAIL 11 (QTY. 1) REQUIRED SIGNAGE: SEE H1 SP.504 DETAIL 13 ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED; AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. SPA USER CAPACITY SIGN: A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. NO LIFEGUARD SIGN: WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, "WARNING: NO LIFEGUARD ON DUTY." THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, "CHILDREN UNDER THE AGE OF 14 SHALL NOT USE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE," WARNING SIGN FOR A SPA POOL: A WARNING SIGN FOR THE SPA POOLS SHALL BE POSTED STATING "CAUTION" AND SHALL INCLUDE THE FOLLOWING LANGUAGE IN LETTERS AT LEAST 1 INCH HIGH: ELDERLY PERSONS, PREGNANT WOMEN, INFANT, AND THOSE WITH HEALTH CONDITIONS REQUIRING MEDICAL CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE ENTERING THE SPA. UNSUPERVISED USE BY CHILDREN UNDER THE AGE OF 14 IS PROHIBITED. HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS, DRUGS, OR MEDICINES MAY LEAD TO SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED. DO NOT USE ALONE. LONG EXPOSURE MAY RESULT IN HYPERTHERMIA, NAUSEA, DIZZINESS, OR FAINTING. EMERGENCY SHUT OFF: IN LETTERS AT LEAST ONE INCH HIGH A SIGN SHALL BE POSTED AT THE SPA EMERGENCY SHUT OFF SWITCH STATING "EMERGENCY SHUT OFF SWITCH". 15 MIN. TIMER: IN LETTERS AT LEAST ONE INCH HIGH A SIGN SHALL BE POSTED AT THE SPA 15 MIN. TIMER STATING "15 MIN. TIMER". SPA PLAN NOTES 1.POOL LIFTS, SLOPE ENTRIES, TRANSFER WALLS, TRANSFER SYSTEM, AND POOL STAIR SHALL COMPLY WITH CBC 2019 CHAPTER 11B DIVISION 10 SECTION1009. 2.PROVIDE WATER DEPTH MARKERS AND LOCATION, AND DECORATIVE DESIGNS PER CBC 2019 SECTION 3110B.4. 3.POOL STAIRS SHALL COMPLY WITH CBC 2019 SECTION 3111B.3 COMPLY WITH CBC 2019 SECTION 3108B FOR POOL CONSTRUCTION 4.PROVIDE HOSE BIBBS PER CBC 2019 SECTION 3118B. 5.POOL DECK SLOPE PER CBC 2019 SECTION 3114B.3. 6.POOL AND SPA, AND THE POOL DECK AREA SANITARY FACILITIES (TOILETS, LAVATORIES, SHOWER) SERVING THE POOL AREA SHALL COMPLY WITH CBC 2019 SECTION 3116B. 7.ENCLOSURE FOR THE POOL AREA AND GATES PER 3119B. 8.COMPLY WITH CBC 2019 SECTION 3109B FOR GEOMETRY AND SLOPE. 9.THE FINISH COLOR SHALL BE WHITE EXCEPT FOR THE FOLLOWING WHICH SHALL BE CONTRASTING COLOR (CBC 3108B.3) a.THE EDGE OF POOL STEPS; b.TILES INSTALLED AT THE WATERLINE 8.DECK DRAINAGE. THE POOL DECK SURFACE SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT TO DECK DRAINS OR OTHER APPROVED SURFACE WATER DISPOSAL AREAS. THE POOL DECK SURFACE SHALL NOT DRAIN INTO THE POOL, ITS PERIMETER 9.NIGHTTIME USE. POOLS USED AT NIGHT SHALL BE EQUIPPED WITH UNDERWATER LIGHT FIXTURES THAT WILL PROVIDE COMPLETE ILLUMINATION TO ALL UNDERWATER AREAS OF THE POOL WITH NO BLIND SPOTS. 10.DECK AREA LIGHTING. WHERE THE POOL IS TO BE USED AT NIGHT, POOL DECK AREAS SHALL BE PROVIDED WITH LIGHTING SO THAT PERSONS WALKING ON THE DECK CAN IDENTIFY HAZARDS. LIGHTING FIXTURES SHALL BE AIMED TOWARDS THE DECK AREA AND AWAY FROM THE POOL SURFACE INSOFAR AS PRACTICAL. A E E DE D DE1.SPA EDGE, POURED CONCRETE WITH CANTILEVER, COLOR: GRAY, SKID RESISTANT FINISH, 1" MIN. OVERHANG ON WET SIDE FOR GRIP EDGE. MAINTAIN A UNIFORM THICKNESS 2.5" INCH. CONTRACTOR TO PROVIDE SHOP SEE: SEE: SHEET H1 SP.501, DETAIL 1 (QTY. SEE PERIMETER) DE2. DECK DEPTH MARKER: CUSTOM, FT & IN, SANDBLAST 4" NUMBER INTO DECK, SKID RESISTANT (EPOXY PAINT BLACK OR WHITE LETTERS/NUMBERS - DEPENDING ON DECK COLOR SELECTION) PROVIDE MARKERS AT EVERY 1 FOOT IN DEPTH OR ONE MARKER FOR EVERY 25' SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE3. DECK INTL. NO DIVING SYMBOL & DECK INTL. HANDICAP SYMBOL: CUSTOM, SANDBLAST SYMBOL INTO DECK, SKID RESISTANT (RED-NO SYMBOL, BLACK-NO DIVING) SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE4. WATERLINE DEPTH MARKER: CUSTOM, WATER JET CUT INTO 6"X6" WATERLINE TILE (DALTILE - CLASSIC SERIES - SPA #0148) SEE: SHEET H1 SP.504, DETAIL 9 & 11. DE5.WATER LINE TILE: 3"X6", DALTILE - CLASSIC SERIES - SPA #0148 - FROST PROOF, GLAZED, SEE: SHEET H1 SP.503, DETAIL 11. (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 15 L.F. OF TILE. DE6.2" CONTINUOUS ROW STEP ACCENT: DALTILE; KEYNOTE SERIES, 2"X2", COLOR: AEGEAN # D192, NON-SKID FINISH, SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 5 L.F. OF TILE DE7.INTERIOR FINISH: PREMIUM MARCITE PLASTER, COLOR: WHITE PROVIDE OWNER FOR AN UPGRADED INTERIOR SURFACE - PROVIDE PEBBLE FINA - ARCTIC WHITE - AS BID ALT., CONTRACTOR MAY SUBMIT 'EQUAL' SEE: SHEET H1 SP.504, DETAIL 8 DE8. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BOND BREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. (QTY. SEE PERIMETER) FINAL SELECTION PER OWNERS REP. SEE: SHEET H1 SP.501, DETAIL 1 DE9.SPA SHELL WATERPROOFING: PRODUCT OF AQURON CORPORATION. PRODUCT: CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED. PROVIDE TWO COATS PER INSTALLATION INSTRUCTION. WWW.AQURON.COM. SEE: SHEET H1 SP.504, DETAIL 8. Dec 09, 2020 01/26/2021 3 F T 6 I N 3F T 6 I N 3 F T 6 I N R12 ' - 8 " R 3 ' - 6 " R12 ' - 8 " R 3 ' - 6 " R 7 ' - 0 " R 6 ' - 0 " R 5 ' - 0 " R 4 ' - 0 " 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.110 MONTAGE HOTEL KIDS SPA (SP-3) Scale: 3/4" = 1' (H1) MONTAGE HOTEL - SPA (SP-3) - PLAN1 NORTH SPA SIGNAGE AND SAFETY EQUIPMENT - COORDINATE FINAL LOCATION WITH ARCHITECT E2 DE1 DE7 DE9 I5 E1 DE2 DE8 I1 I6 D1 D2 D3 DE4 DE6 I2 I3 I7 E3 E4 E5 DE3 I4 DE5 I1.MAIN DRAIN-SPA: LAWSON AQUATICS PRODUCT. MODEL: 9" X 9" MLD-SG-0909-WT (SPA), WHITE, DRAIN GRATE ANTI-ENTRAPMENT SUCTION OUTLET COVER AND SUMP, WWW.LAWSONAQUATICS.COM. SEE: SHEET H1 SP.502, DETAIL 1 & 3. (QTY. 4) I2.SKIMMER-SPA: WATERWAY PLASTICS. MODEL: RENEGADE #540-6350-WHITE, 75 GPM RATED. SKIMMER LID; POUR-A-LID, SQUARE, GRAY. SEE: SHEET H1 SP.502, DETAIL 6, & 8. (QTY. 2) I3.WALL INLET-SPA: AQUASTAR. MODEL #8101,"EYEBALL" INLET, WHITE. 40 GPM WITH EACH 1" ORIFICE. PLACE 18" MINIMUM BELOW WATER, SEE: SHEET H1 SP.502, DETAIL 11 (QTY. 6) I4.AUTO FILL-SPA: AQUASTAR 'FILL STAR'. MODEL AFB101, UP TO 70 PSI WATER PRESSURE ON THE FLOAT, 3/4 INCH PVC WATER SUPPLY CONNECTION. POUR A LID: SQUARE #SQ201-PAL-GRAY. SEE: SHEET H1 SP.501, DETAIL 16 & SEE: SHEET H1 SP.502, DETAIL 8 & 9 (QTY. 1) I5.LIGHT NICHE - SPA; PENTAIR POOL PRODUCT. MODEL #79206600, SMALL, PLASTIC PVC, 1" REAR HUB, SEE: SHEET H1 SP.503, DETAIL 14 (QTY. 1) I6.HYDROSTATIC RELIEF VALVE - SPA: RELIEF VALVE AND COLLECTION TUBE, SUPPLIED BY RECREONICS: RELIEF VALVE, PVC WITH STAINLESS STEAL SPRING, PART #34-60. COLLECTION TUBE, PVC, PART #34-602. SEE: SHEET SP.503, DETAIL 2 (QTY.1) I7.THERAPY JETS - SPA: AQUASTAR 'AQUATHUNDER'. MODEL #ARG-101, WHITE. 2" SOCKET, 1-1." , 2 INCH WATER, 1-1/2 INCH AIR. SEE: SHEET H1 SP.502, DETAIL 13 (QTY. 8) DESIGN ELEMENT DECK EQUIPMENT ELECTRICAL SAFETY EQUIPMENT IMBED E1.LIGHT-SPA; PENTAIR POOL PRODUCT, MODEL #640152, INTELLIBRITE 5G LED, 100 WATT EQUIVALENT, 12V. 150FT. CORD SEE: SHEET H1 SP.503, DETAIL 14. (QTY. 1) E2. BONDING: COORDINATE WITH ELECTRICAL. SEE: SHEET H1 SP.502, DETAIL 16 E3.15 MINUTE TIMER - SPA: JET PUMP TIMER PRODUCT OF INTERMATIC. MODEL #FF15MC, 15 MINUTE MAXIMUM TIME CYCLE WITH NO OVERRIDE FEATURE. SEE: SHEET H1 SP.503, DETAIL 4 (QTY. 1) E4.EMERGENCY POWER-OFF SWITCH. SHUTS OFF POWER IN AN EMERGENCY TO SPA CIRCULATION & BOOSTER PUMPS. PENTAIR. LX8202 SHEET H1 SP.503, DETAIL 4 (QTY. 1) E5.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. MODEL #PJB-2175 (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. TRANSFORMER PENTAIR PS-300 TRANSFORMER. SEE: SHEET H1 SP.504 DETAIL 10 (QTY.1) D1.(SP-1) SPA HANDRAIL: SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .109 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. SEE: SHEET H1 SP.501, DETAIL 7. (QTY. 2) D2.RAIL ANCHOR; SR SMITH PRODUCTS. MODEL #AS-100P, 4-BRONZE , 1.90. I.D.WITH EP-100F ESCUTCHEON, SEE: SHEET H1 SP.502, DETAILS, 13 & 14. (QTY. 4) D3.ADA ACCESS TRANSFER WALL & RAIL - SR SMITH., CUSTOM DESIGN, STAINLESS STEEL. FABRICATED AS 1.90 INCH O.D., .065 INCH WALL THICKNESS AND 316 SERIES STAINLESS STEEL. WWW.SRSMITH.COM. ANCHOR MODEL #AS-100P, 4-BRONZE , 1.90. I.D.WITH EP-100F ESCUTCHEON SEE: SHEET H1 SP.501, DETAIL 12 & H1 SP.501, DETAIL 11 (QTY. 1) REQUIRED SIGNAGE: SEE H1 SP.504 DETAIL 13 ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED; AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. SPA USER CAPACITY SIGN: A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. NO LIFEGUARD SIGN: WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, "WARNING: NO LIFEGUARD ON DUTY." THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, "CHILDREN UNDER THE AGE OF 14 SHALL NOT USE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE," WARNING SIGN FOR A SPA POOL: A WARNING SIGN FOR THE SPA POOLS SHALL BE POSTED STATING "CAUTION" AND SHALL INCLUDE THE FOLLOWING LANGUAGE IN LETTERS AT LEAST 1 INCH HIGH: ELDERLY PERSONS, PREGNANT WOMEN, INFANT, AND THOSE WITH HEALTH CONDITIONS REQUIRING MEDICAL CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE ENTERING THE SPA. UNSUPERVISED USE BY CHILDREN UNDER THE AGE OF 14 IS PROHIBITED. HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS, DRUGS, OR MEDICINES MAY LEAD TO SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED. DO NOT USE ALONE. LONG EXPOSURE MAY RESULT IN HYPERTHERMIA, NAUSEA, DIZZINESS, OR FAINTING. EMERGENCY SHUT OFF: IN LETTERS AT LEAST ONE INCH HIGH A SIGN SHALL BE POSTED AT THE SPA EMERGENCY SHUT OFF SWITCH STATING "EMERGENCY SHUT OFF SWITCH". 15 MIN. TIMER: IN LETTERS AT LEAST ONE INCH HIGH A SIGN SHALL BE POSTED AT THE SPA 15 MIN. TIMER STATING "15 MIN. TIMER". SPA PLAN NOTES 1.POOL LIFTS, SLOPE ENTRIES, TRANSFER WALLS, TRANSFER SYSTEM, AND POOL STAIR SHALL COMPLY WITH CBC 2019 CHAPTER 11B DIVISION 10 SECTION1009. 2.PROVIDE WATER DEPTH MARKERS AND LOCATION, AND DECORATIVE DESIGNS PER CBC 2019 SECTION 3110B.4. 3.POOL STAIRS SHALL COMPLY WITH CBC 2019 SECTION 3111B.3 COMPLY WITH CBC 2019 SECTION 3108B FOR POOL CONSTRUCTION 4.PROVIDE HOSE BIBBS PER CBC 2019 SECTION 3118B. 5.POOL DECK SLOPE PER CBC 2019 SECTION 3114B.3. 6.POOL AND SPA, AND THE POOL DECK AREA SANITARY FACILITIES (TOILETS, LAVATORIES, SHOWER) SERVING THE POOL AREA SHALL COMPLY WITH CBC 2019 SECTION 3116B. 7.ENCLOSURE FOR THE POOL AREA AND GATES PER 3119B. 8.COMPLY WITH CBC 2019 SECTION 3109B FOR GEOMETRY AND SLOPE. 9.THE FINISH COLOR SHALL BE WHITE EXCEPT FOR THE FOLLOWING WHICH SHALL BE CONTRASTING COLOR (CBC 3108B.3) a.THE EDGE OF POOL STEPS; b.TILES INSTALLED AT THE WATERLINE 8.DECK DRAINAGE. THE POOL DECK SURFACE SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT TO DECK DRAINS OR OTHER APPROVED SURFACE WATER DISPOSAL AREAS. THE POOL DECK SURFACE SHALL NOT DRAIN INTO THE POOL, ITS PERIMETER 9.NIGHTTIME USE. POOLS USED AT NIGHT SHALL BE EQUIPPED WITH UNDERWATER LIGHT FIXTURES THAT WILL PROVIDE COMPLETE ILLUMINATION TO ALL UNDERWATER AREAS OF THE POOL WITH NO BLIND SPOTS. 10.DECK AREA LIGHTING. WHERE THE POOL IS TO BE USED AT NIGHT, POOL DECK AREAS SHALL BE PROVIDED WITH LIGHTING SO THAT PERSONS WALKING ON THE DECK CAN IDENTIFY HAZARDS. LIGHTING FIXTURES SHALL BE AIMED TOWARDS THE DECK AREA AND AWAY FROM THE POOL SURFACE INSOFAR AS PRACTICAL. A D DE I E A DE1.SPA EDGE, POURED CONCRETE WITH CANTILEVER, COLOR: GRAY, SKID RESISTANT FINISH, 1" MIN. OVERHANG ON WET SIDE FOR GRIP EDGE. MAINTAIN A UNIFORM THICKNESS 2.5" INCH. CONTRACTOR TO PROVIDE SHOP SEE: SEE: SHEET H1 SP.501, DETAIL 1 (QTY. SEE PERIMETER) DE2. DECK DEPTH MARKER: CUSTOM, FT & IN, SANDBLAST 4" NUMBER INTO DECK, SKID RESISTANT (EPOXY PAINT BLACK OR WHITE LETTERS/NUMBERS - DEPENDING ON DECK COLOR SELECTION) PROVIDE MARKERS AT EVERY 1 FOOT IN DEPTH OR ONE MARKER FOR EVERY 25' SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE3. DECK INTL. NO DIVING SYMBOL & DECK INTL. HANDICAP SYMBOL: CUSTOM, SANDBLAST SYMBOL INTO DECK, SKID RESISTANT (RED-NO SYMBOL, BLACK-NO DIVING) SEE: SHEET H1 SP.503, DETAIL 9 & 10. DE4. WATERLINE DEPTH MARKER: CUSTOM, WATER JET CUT INTO 6"X6" WATERLINE TILE (DALTILE - CLASSIC SERIES - SPA #0148) SEE: SHEET H1 SP.504, DETAIL 9 & 11. DE5.WATER LINE TILE: 3"X6", DALTILE - CLASSIC SERIES - SPA #0148 - FROST PROOF, GLAZED, SEE: SHEET H1 SP.503, DETAIL 11. (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADD 15 L.F. OF TILE. DE6.2" CONTINUOUS ROW STEP ACCENT: DALTILE; KEYNOTE SERIES, 2"X2", COLOR: AEGEAN # D192, NON-SKID FINISH, SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 5 L.F. OF TILE DE7.INTERIOR FINISH: PREMIUM MARCITE PLASTER, COLOR: WHITE PROVIDE OWNER FOR AN UPGRADED INTERIOR SURFACE - PROVIDE PEBBLE FINA - ARCTIC WHITE - AS BID ALT., CONTRACTOR MAY SUBMIT 'EQUAL' SEE: SHEET H1 SP.504, DETAIL 8 DE8. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BOND BREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. (QTY. SEE PERIMETER) FINAL SELECTION PER OWNERS REP. SEE: SHEET H1 SP.501, DETAIL 1 DE9.SPA SHELL WATERPROOFING: PRODUCT OF AQURON CORPORATION. PRODUCT: CONCRETE POOL SHELL PROTECTOR (CPSP). APPLIED AFTER SHOTCRETE HAS CURED. PROVIDE TWO COATS PER INSTALLATION INSTRUCTION. WWW.AQURON.COM. SEE: SHEET H1 SP.504, DETAIL 8. E5 Dec 09, 2020 01/26/2021 15 ' - 8 " 27'-10" 17 ' - 9 12" 71'-812" R 7 4 ' - 0 " LOBBY BAR 108 BAR PANTRY 109 37 ' - 0 " 27'-11" 3'-0" 1' - 0 " 4' - 1 0 " 14 ' - 0 " 14 ' - 0 " 16 ' - 0 " 11'-0" 8'-358" 11'-11"25'-0" 8' - 4 " 4' - 1 0 " 14 ' - 0 " 14 ' - 0 " BUILDING SLAB EDGE 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.111 MONTAGE HOTEL SCRIM WATER FEATURE (F-1) Scale: 1/4" = 1' (H1) MONTAGE HOTEL - WATER FEATURE (F-1) - PLAN1 NORTH IMBEDI WATERPROOFINGW I1.CIRCULATION SUCTION FITTING: VGB APPROVED; 6" AQUASTAR PRODUCT, MODEL #6H2101. BULKHEAD FITTING ADAPTER, 2.5" SLIP #625SI101, WHITE. SEE: SHEET HS SP.505 DETAIL1 (QTY.2) I2.BOOSTER SUCTION FITTING: VGB APPROVED; 6" AQUASTAR PRODUCT, MODEL #6H2101. BULKHEAD FITTING ADAPTER, 2.5" SLIP #625SI101, WHITE. SEE: SHEET HS SP.505 DETAIL1 (QTY. 8) I3.WATER LEVEL AUTOFILL: CRYSTAL FOUNTAINS, EPS SERIES, CONNECTION TO CONTROL PANEL AND FILL MANIFOLD, (QTY. 1) SEE: SHEET H1 SP.505, DETAI910 (QTY. 1) I4. CIRCULATION FLOOR INLET: PENTAIR POOL PRODUCT; MODEL #08417-0005, GRAY. SEE: SHEET H1 SP.5.05, DETAIL 5 (QTY. 6) I5.UPPER BASIN DIFFUSER INLET: CRYSTAL FOUNTAINS, IFA SERIES, IFA 300, 3" CONNECTION, BRONZE, SEE: SHEET H1 SP5.05, DETAIL 6 (QTY. 10) I6. BONDING: PER ELECTRICAL. SEE: SHEET H1 SP.503, DETAIL 16 WF1. CONCRETE SHELL WATERPROOFING: ADMIX C-500/C-500 NF CEMENTITIOUS CRYSTALLINE CONCRETE WATERPROOFING, SEE: SPECIFICATIONS AND MANF. RECOMMENDATIONS. WF2. CONCRETE SHELL WATERPROOFING: BASECRETE AND MESH SYSTEM, FINAL THICKNESS 18" TO 14", SEE: SPECIFICATIONS AND MANF. RECOMMENDATIONS. PROVIDE ON ALL FOUNTAIN WALLS AND BASINS. CONTACT: LORIN AMESTOY - 619 251 5404 BASECRETE REP REQUIRED TO BE ON SITE DURING WATER-PROOFING INSTALLATION. DESIGN ELEMENT CONSTRUCTION NOTES DE EQUIPMENT VAULT I6 I1 DE2 DE13 1.CONTRACTOR SHALL PROVIDE PERFECTLY LEVEL CONCRETE SUBSTRUCTURE FOR TILE INSTALLATION. PROVIDE 1-1/2" THICKNESS FOR TILE, SETTING BED, AND WATERPROOFING LAYER. COORDINATE IN FIELD WITH FINAL TILE SELECTION. CONCRETE CAN VARY +/- 18" ACROSS SLAB. 2.ALL LOCAL, STATE AND FEDERAL CODES MUST BE VERIFIED AND SUPERCEDE THESE DRAWINGS 3.PUMPS SHALL OPERATE AT THE PROVIDED FLOW RATES ON THE PLANS 4.SUCTION PIPE VELOCITY SHALL BE LESS THAN 6 FPS 5.DISCHARGE PIPE VELOCITY SHALL BE LESS THAN 8 FPS FOR FEATURE PUMPS 6.PUMP SUCTION MUST BE PROTECTED BY AN INLET STRAINER. PERFORATION SIZE SHALL NOT EXCEED 1/8" DIAMETER 7.THE MINIMUM FILTRATION TURNOVER FOR THE WATER VOLUME CONTAINED WITHIN AN WATER FEATURE SHALL NOT BE LESS THAN 1 TURNOVER EVERY HOUR. 8.CALCULATIONS, PIPE SIZES, FITTINGS AND ALL OTHER SIZING AND CALCULATED FIGURES ARE BASED UPON THE USE OF STANDARD NORTH AMERICAN SCHEDULE 80 PVC PIPE AND FITTINGS. 9.REFER TO FINAL MANUFACTURES SHOP DRAWING FOR OPERATIONAL PARAMETERS 10.THE PIPING SYSTEMS INDICATED ON THE PIPING SCHEMATIC ARE DIAGRAMMATIC ONLY. CONTRACTOR MUST DETERMINE THE EXACT ROUTING ON SITE. THE CONTRACTOR SHALL PROVIDE ALL PIPING AND, FITTINGS, REDUCERS, BRACES, HANGERS, SUPPORTS, ISOLATION JOINTS, AND EXPANSION EQUIPMENT REQUIRED FOR THE COMPLETE INSTALLATION. 11.ALL PIPING MUST BE TESTED BY MEANS OF WATER PRESSURE TO A MINIMUM OF 35 PSI [2.4 BARS] FOR 3 HOURS PRIOR TO BACK FILLING OR FILLING OF THE PLUMBING TRENCHES. MAINTAIN THE WATER PRESSURE TEST ON THE PIPING SYSTEM THROUGHOUT THE BACK FILL, COMPACTION, AND DECKING PLACEMENT TASKS. 12.DO NOT APPLY THE WATER FEATURE INTERIOR FINISH UNLESS THE WATER FEATURE AREA HAS SUCCESSFULLY COMPLETED A FLOOD-TEST AFTER THE WATERPROOFING WAS COMPLETED, IN ADDITION, THERE SHALL BE A SUPPLY OF POTABLE WATER FOR FILLING, AND ELECTRICAL POWER IS CONNECTED TO THE WATER FEATURE FILTRATION SYSTEM. 13.ALL ELECTRICAL SYSTEMS MUST BE TESTED AND WORKING PRIOR TO POTTING THE JUNCTION BOXES AND FILLING THE SURGE TANK WITH WATER 14.ALL FEATURES SHALL HAVE A FULLY FUNCTIONAL TEST KIT OR EQUIPMENT FOR MEASURING THE pH, FREE AND COMBINED CHLORINE CONCENTRATION. 11.A POTABLE WATER SOURCE SHALL BE PROVIDED WITH AN AUTOMATIC WATER LEVEL CONTROLLER FOR THE RESERVOIR. THE MAKEUP WATER SHALL BE INTRODUCED INTO THE SPRAY PAD RESERVOIR THROUGH AN AIR GAP OR BY ANOTHER METHOD WHICH WILL PREVENT BACK FLOW AND BACK-SIPHONAGE. 12.THE EQUIPMENT VAULT MUST BE DESIGNED TO HAVE EASY ACCESS FOR CLEANING AND INSPECTION. RESERVOIR SHALL HAVE AT LEAST ONE LADDER ACCESS. LIDS SHALL BE LOCKED OR REQUIRE A TOOL TO OPEN. 13.A FREE CHLORINE RESIDUAL OF AT LEAST 3.0 PPM AND PH OF 7.2 - 7.6 MUST BE MAINTAINED AT ALL TIMES THE WATER FEATURE IS IN OPERATION. THIS LEVEL MUST BE PRESENT AS MEASURED AT THE FEATURE. AN AUTOMATIC CHEMISTRY CONTROLLER SHALL BE PROVIDED FOR CONTINUOUSLY MONITORING AND ADJUSTING THE DISINFECTANT AND pH. DE1.STRUCTURE; POURED IN PLACE, #4 REBAR & 8" OCEW, 4000 PSI CONCRETE WITH POURED GUTTER, USE WATER STOPS AT ALL GUTTER POURS AND PIPE PENETRATIONS AS NEEDED, SEE H1 SP.304 SECTION NUMBER 1, VIBRATE CONCRETE AT ALL FITTINGS AND REBAR LOCATIONS. NOTE: CONTRACTOR CAN PROVIDE SHOTCRETE OPTION IF DESIRED. DE2.FEATURE INTERIOR FINISH TILE: MOSA, PORCELAIN, FROST PROOF, SERIES: GLOBAL COLLECTION/GLOBAL GRIP, COLOR: LARGE SPECKLED IVORY BLACK, COLOR CODE: 75900, FINISH RELIEF R11 (AS) 12"X12", ITEM # 75900AS30030. SEE: SHEET CUT SHEETS SP-006, MOSA TILE DE3.BUILDING INTERIOR FINISH TILE: COUNTY FLOORS, CREAM BOURDEAUX, 12X24", HONED FINISH, SLIP RESISTANCE VERIFIED, SEE ARCHITECTURAL AND INTERIOR DESIGN DOCUMENTS. INSTALLED AT THE WATER FEATURE AND BUILDING EDGE SEE: SHEET H1 SP.304 DETAIL 3 DE4.CUSTOM 3CM BLACK GRANITE LIP EDGE AT EDGE OF FEATURE, SETTING BED: MAPEI - KERABOND T/KERALASTIC SYSTEM OR EQUAL. CONTRACTOR SHALL PROVIDE WRITTEN SUBMITTAL FOR SELECTED PRODUCT WITH MANF. VERIFICATION, USE BLACK OR DARK GRAY GROUT FOR INSTALLATION. CONTRACTOR TO PROVIDE (3) SAMPLES OF BLACK FOR SELECTION SEE: SHEET H1 SP.304 DETAIL 2 DE5.RETURN SUMP: 22"X10", 1" GRATE SUPPORT EDGE, FIELD BUILT SUMP. FULLY WATER-PROOF WITH BASECRETE, SHEET SP.505 DETAIL 6 (QTY. 10) DE6. RETURN SUMP COVER: PROVIDE 12" X 12" GRATING WITH ATTACHED INTERIOR IN A STAINLESS STEEL FABRICATED TREY THAT CAN BE LIFTED OUT. INTENT IS TO HAVE SYSTEM MATCH SO THE WATER FEATURE LOOKS LIKE A CONTINUOUS FLOOR AND THEN TILE GROUT LINES AND COVER LINE-UP, SHEET SP.505 DETAIL 6 & 10 (QTY. 10) DE7. INTERIOR FINSH TILE COVER: PROVIDE 12" X 24" GRATING WITH ATTACHED INTERIOR IN A STAINLESS STEEL FABRICATED TREY THAT CAN BE LIFTED OUT. INTENT IS TO HAVE SYSTEM MATCH SO THE INTERIOR TILE FEATURE LOOKS LIKE A CONTINUOUS FLOOR AND THEN TILE GROUT LINES AND COVER LINE-UP, SHEET H1 SP.304 DETAIL 3 (QTY. INTERIOR EDGE AT BUILDING AND WATER FEATURE) DE8.CATCH BASIN GRATING: CUT TO FIT, EXPANDED MOLDED, PVC OR EQUAL (1" HEIGHT), 1-1/2" SQ. OPENINGS, DARK GRAY, GRIT TOP, FILTER FABRIC ON TOP OF GRATING UNDER ROCK. DE9. CATCH BASIN ROCK: BEACH PEBBLE BUFF, 3"-5" PER LANDSCAPE PLANS, SUBMIT SAMPLE FOR APPROVAL PRIOR TO INSTALL. DE10. CUSTOM S.S. LANDSCAPE EDGE L CHANNEL: 18" THICK, PROVIDE S.S. CONCRETE ANCHORS 18" O.C. CHANNEL SHALL BE INSTALLED AROUND THE ENTIRE FEATURE AT THE LANDSCAPE AREAS, CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO INSTALL. DE11. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BOND BREAK, COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. (QTY. SEE PERIMETER) FINAL SELECTION PER OWNERS REP. PROVIDE AT CONNECTION TO PAVED AREAS AND BUILDING. DE12. STRUCTURAL FOAM; PRODUCT OF INSULFOAM, A CARLISLE COMPANY. MODEL TYPE #EPS29. WWW.INSULFOAM.COM. PROVIDE AS NEEDED. DE13. EQUIPMENT VAULT: CUSTOM DESIGNED WITH ALL REQUIRED COMPONENTS TO RUN THE FEATURE, VAK PAK OR EQUAL. VAULT SHALL INCLUDE THE FOLLOWING: 100 AMP PANEL, VAULT ACCESS LID & LADDER, 1 HP CIRCULATION PUMP, 10 HP BOOSTER PUMP W/ VFD, CARTRIDGE TYPE FILTER, CHLORINATOR, ELECTRIC AUTOFILL SYSTEM, UNDERWATER LIGHTING CONTROLLER, VAULT MAINTENANCE LIGHT, VAULT SUMP PUMP AND FRESH AIR BLOWER. SEE: H1 SP.505 DETAIL 13 FRO VAULT SCHEMATIC. DE1 WF1 WF2 DE3 DE6 DE7WF1WF2 DE2 DE1 DE2 DE1 DE5 DE8 DE8 DE10 DE11DE12 1 SP.304 13 H1SP.505 I2 I3 I4 I4 I5 2 SP.304 2 SP.304 3 SP.304 3 SP . 3 0 4 3 SP . 3 0 4 4 S P . 3 0 4 5 S P . 3 0 4 6 SP.304 7 SP . 3 0 4 Dec 09, 2020 01/26/2021 6' - 0 " 23'-11" 13 ' - 2 " 7' - 1 12" 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.112 MONTAGE HOTEL 2-TIER WATER FEATURE (F-2) Scale: 1/2" = 1' (H1) MONTAGE HOTEL - WATER FEATURE (F-2) - PLAN1 NORTH E1.FOUNTAIN LIGHT (WHITE): CRYSTAL FOUNTAINS, LED040, LOW VOLTAGE, 20 WATTS, 12V. CORD SIZE PER MANF. SEE: SHEET H1 SP505, DETAIL 11 (QTY. 8) E2.UNDERWATER JUNCTION BOX (LIGHTS): CRYSTAL FOUNTAINS. MODEL EBJ SERIES, CONNECTION UP TO 8 LIGHTS, CAST BRONZE, EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX SHEET H1 SP.505, DETAIL 12 (QTY. 1) E3. BONDING: COORDINATE WITH ELECTRICAL. SEE: SHEET H1 SP.503, DETAIL 16 ELECTRICALE IMBEDI WATERPROOFINGW DE1.WATER FEATURE STRUCTURE: #4 REBAR & 8" OCEW, 4000 PSI CONCRETE (TYPE II/IV), USE WATER STOPS AT ALL POUR JOINTS AND PIPE PENETRATIONS AS NEEDED, SEE H1 SP.305 SECTIONS 1 & 2, DE2.BASIN INTERIOR FINISH: DALTILE; KEYNOTE SERIES, BLEND, 1"X1", COLORS: ARTIC WHITE (D617), SPA (D148), AQUA GLOW (D197), AEGEAN (D192), WATERFALL (D169), SUEDE GRAY (D182), SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 15 SQFT. OF TILE. DE3.WEIR & WATER WALL FINISH: DALTILE; KEYNOTE SERIES, BLEND, 1"X1", COLORS: ARTIC WHITE (D617), SPA (D148), AQUA GLOW (D197), AEGEAN (D192), WATERFALL (D169), SUEDE GRAY (D182), SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 15 SQFT. OF TILE. DE4.CONCRETE FINISH; PER LANDSCAPE, COLOR: NATURAL GRAY, FINISH: TOP-CAST ACID ETCH (#3 VIOLET), SEALER: SINAK HLQ-125. DE5. BASIN ROCK: BEACH PEBBLE BUFF, 3"-5" PER LANDSCAPE PLANS, SUBMIT SAMPLE FOR APPROVAL PRIOR TO INSTALL. DE6. BOND BREAK AND DECK JOINT SEALANT: 12" X 6" POLY FOAM BOND BREAK, PF-H50 (GRAY) COORDINATE REQ. LENGTH, SIKAFLEX DECK SEALANT, 15LM, COLOR TO MATCH. SHEET H1 SP-3.04, SECTIONS 2 & 3 (QTY. SEE PERIMETER) FINAL SELECTION PER OWNERS REP. DE7. STRUCTURAL FOAM; PRODUCT OF INSULFOAM, A CARLISLE COMPANY. MODEL TYPE #EPS29. WWW.INSULFOAM.COM. SHEET H1 SP-3.05, SECTIONS 2 & 3 DE8.FOUNTAIN FIRE FEATURE: PER LANDSCAPE PLANS - DECORATIVE METAL RING (CUSTOM), URBAN ACCESSORIES - IRON GRAY, 48" DIA. LOOP, FINISH RUST CONDITIONER. BURNER AMERICAN FIRE GLASS 48" DIA TRIPLE RING S.S. BURNER, 34" INLET W/ ELECTRONIC IGNITION KIT & REMOTE CONTROL - 120V, DECORATIVE PEBBLE - MAUNA LOA PEBBLE - COLOR: BLACK (QTY. 2) DE9.VACUUM BREAKER: KADANT, 1/2" BRASS, TAPPED OUTLET, MODEL: VB8-51-BR-TSE, BREAKER LID; POUR-A-LID, SQUARE, GRAY. SHEET H1 SP.5.05, DETAIL 8 (QTY. 1) DESIGN ELEMENTDE I1.CIRCULATION SUCTION FITTING: VGB APPROVED; 6" AQUASTAR PRODUCT, MODEL #6H2101. BULKHEAD FITTING ADAPTER, 2.5" SLIP #625SI101, WHITE. SEE: SHEET HS SP.505 DETAIL1 (QTY.2) I2.BOOSTER SUCTION FITTING: VGB APPROVED; 6" AQUASTAR PRODUCT, MODEL #6H2101. BULKHEAD FITTING ADAPTER, 2.5" SLIP #625SI101, WHITE. SEE: SHEET HS SP.505 DETAIL 2 (QTY. 3) I3.WATER LEVEL AUTOFILL: CRYSTAL FOUNTAINS, EPS SERIES, CONNECTION TO CONTROL PANEL AND FILL MANIFOLD, SEE: SHEET H1 SP.505, DETAIL 9 (QTY. 1) I4. CIRCULATION FLOOR INLET: AQUASTAR; MODEL #4DIV103 & DIV0103, GRAY, SURROUNDED BY TILE. SEE: SHEET H1 SP.505 DETAIL 5 (QTY. 4) I5. BOOSTER FLOOR INLET: AQUASTAR; MODEL #4DIV103 & DIV0103, GRAY, SURROUNDED BY TILE. SEE: SHEET H1 SP.505 DETAIL 5 (QTY. 8) I6. UPPER BASIN GUTTER DRAIN INLET: PENTAIR POOL PRODUCT; MODEL #542039, SEE: SHEET H1 SP.505 DETAIL 7 GRAY. (QTY. 4) DE1 DE2 E3 E1 DE6 DE2 DE3 DE5 DE7 I1 I3 I5 I6 W1 DE4 DE8 W1. CONCRETE SHELL WATERPROOFING: ADMIX C-500/C-500 NF CEMENTITIOUS CRYSTALLINE CONCRETE WATERPROOFING, SEE: SPECIFICATIONS AND MANF. RECOMMENDATIONS. W2. BASIN AND WEIR WATERPROOFING: BASECRETE SYSTEM, FINAL THICKNESS 18" MIN. SEE: SPECIFICATIONS AND MANF. RECOMMENDATIONS. PROVIDE ON ALL FOUNTAIN WALLS AND BASINS. CONTACT: LORIN AMESTOY - 619 251 5404 BASECRETE REP REQUIRED TO BE ON SITE DURING WATER-PROOFING INSTALLATION. CONSTRUCTION NOTES 1.ALL LOCAL, STATE AND FEDERAL CODES MUST BE VERIFIED AND SUPERCEDE THESE DRAWINGS 2.PUMPS SHALL OPERATE AT THE PROVIDED FLOW RATES ON THE PLANS 3.SUCTION PIPE VELOCITY SHALL BE LESS THAN 6 FPS 4.DISCHARGE PIPE VELOCITY SHALL BE LESS THAN 8 FPS FOR FEATURE PUMPS 5.PUMP SUCTION MUST BE PROTECTED BY AN INLET STRAINER. PERFORATION SIZE SHALL NOT EXCEED 1/8" DIAMETER 6.THE MINIMUM FILTRATION TURNOVER FOR THE WATER VOLUME CONTAINED WITHIN AN WATER FEATURE SHALL NOT BE LESS THAN 1 TURNOVER EVERY HOUR. 7.CALCULATIONS, PIPE SIZES, FITTINGS AND ALL OTHER SIZING AND CALCULATED FIGURES ARE BASED UPON THE USE OF STANDARD NORTH AMERICAN SCHEDULE 80 PVC PIPE AND FITTINGS. 8.REFER TO FINAL MANUFACTURES SHOP DRAWING FOR OPERATIONAL PARAMETERS 9.THE PIPING SYSTEMS INDICATED ON THE PIPING SCHEMATIC ARE DIAGRAMMATIC ONLY. CONTRACTOR MUST DETERMINE THE EXACT ROUTING ON SITE. THE CONTRACTOR SHALL PROVIDE ALL PIPING AND, FITTINGS, REDUCERS, BRACES, HANGERS, SUPPORTS, ISOLATION JOINTS, AND EXPANSION EQUIPMENT REQUIRED FOR THE COMPLETE INSTALLATION. 10.ALL PIPING MUST BE TESTED BY MEANS OF WATER PRESSURE TO A MINIMUM OF 35 PSI [2.4 BARS] FOR 3 HOURS PRIOR TO BACK FILLING OR FILLING OF THE PLUMBING TRENCHES. MAINTAIN THE WATER PRESSURE TEST ON THE PIPING SYSTEM THROUGHOUT THE BACK FILL, COMPACTION, AND DECKING PLACEMENT TASKS. 11.DO NOT APPLY THE WATER FEATURE INTERIOR FINISH UNLESS THE WATER FEATURE AREA HAS SUCCESSFULLY COMPLETED A FLOOD-TEST AFTER THE WATERPROOFING WAS COMPLETED, IN ADDITION, THERE SHALL BE A SUPPLY OF POTABLE WATER FOR FILLING, AND ELECTRICAL POWER IS CONNECTED TO THE WATER FEATURE FILTRATION SYSTEM. 12.ALL ELECTRICAL SYSTEMS MUST BE TESTED AND WORKING PRIOR TO POTTING THE JUNCTION BOXES AND FILLING THE SURGE TANK WITH WATER 13.ALL FEATURES SHALL HAVE A FULLY FUNCTIONAL TEST KIT OR EQUIPMENT FOR MEASURING THE pH, FREE AND COMBINED CHLORINE CONCENTRATION. 11.A POTABLE WATER SOURCE SHALL BE PROVIDED WITH AN AUTOMATIC WATER LEVEL CONTROLLER FOR THE RESERVOIR. THE MAKEUP WATER SHALL BE INTRODUCED INTO THE SPRAY PAD RESERVOIR THROUGH AN AIR GAP OR BY ANOTHER METHOD WHICH WILL PREVENT BACK FLOW AND BACK-SIPHONAGE. 12.THE EQUIPMENT VAULT MUST BE DESIGNED TO HAVE EASY ACCESS FOR CLEANING AND INSPECTION. RESERVOIR SHALL HAVE AT LEAST ONE LADDER ACCESS. LIDS SHALL BE LOCKED OR REQUIRE A TOOL TO OPEN. 13.A FREE CHLORINE RESIDUAL OF AT LEAST 3.0 PPM AND PH OF 7.2 - 7.6 MUST BE MAINTAINED AT ALL TIMES THE WATER FEATURE IS IN OPERATION. THIS LEVEL MUST BE PRESENT AS MEASURED AT THE FEATURE. AN AUTOMATIC CHEMISTRY CONTROLLER SHALL BE PROVIDED FOR CONTINUOUSLY MONITORING AND ADJUSTING THE DISINFECTANT AND pH. DE7 DE3 DE3 DE5 DE5 I2 I4 E2 W2 W2 W2 DE4 1 SP.305 2 SP . 3 0 5 Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.200 MONTAGE HOTEL OVERALL AQUATIC PLUMBING PLAN Scale: 3/32" = 1' (H1) MONTAGE HOTEL - OVERALL PLUMBING (SITE PLAN)1 NORTH PLU M B I N G T R E N C H - S E E S P . 5 0 3 D E T A I L 7 PLU M B I N G T R E N C H - S E E S P . 5 0 3 D E T A I L 7 POOL P-1 PLUMBING SEE: H1 SP.201 POOL P-5 PLUMBING SEE: H1 SP.205 SPA #1 (SP-1) PLUMBING SEE: H2 SP.208 SPA #2 (SP-2) PLUMBING SEE: H2 SP.209 WATER FEATURE F-2 PLUMBING SEE: H1 SP.211 POOL P-6 PLUMBING SEE: H1 SP.206 POOL P-7 PLUMBING SEE: H1 SP.207 SPA #3 (SP-3) PLUMBING SEE: H2 SP.210 Dec 09, 2020 01/26/2021 3FT 2FT 1FT R21 ' - 7 " R 3 4 ' - 1 0 " R15'-2" R 2 4 ' - 4 " WOMEN'S STORAGE 203 TOWEL DISPENSARY 201 34 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.201 MONTAGE HOTEL POOL (P-1) PLUMBING Scale: 1/4" = 1' (H1) MONTAGE HOTEL - POOL (P-1) - PLUMBING PLAN1 NORTH HYDRAULIC DESIGN FOR POOL (P-1) SYSTEM: KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / MAIN DRAIN SUCTION TRUNK - QTY.1 / WALL INLET TRUNK - QTY.1 DESIGN FLOW OF POOL CIRCULATION SYSTEM 86 GPM 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 300 GPM @ 3.6 FPS < 6 FPS300 / SKIMMER SUCTION LOOP - QTY.1 / WALL INLET LOOP - QTY.1 6" 3" 4"50% MAX. FLOW OF SYSTEM THROUGH LOOP 150 GPM @ 4.9 FPS < 6 FPS / SKIMMER SUCTION TRUNK - QTY.1 PP1 PP2 PP3 PP4 PP5 LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 300'8 0 150 4"50% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 3.6 FPS < 8 FPS 50% MAX. FLOW OF SYSTEM THROUGH LOOP 150 GPM @ 7.6 FPS < 8 FPS PP9 PP10 / COLD WATER LINE (AUTO FILL 1) - QTY.1 1" 1"/ COLD WATER LINE (AUTO FILL 2) - QTY.1 25 25 PROTECTED FILL LINE MAX 35 PSI PROTECTED FILL LINE MAX 35 PSI HYDRAULIC DESIGN FOR WATER FEATURE (F-3.1) SYSTEM (REMOVED): KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / CIRCULATION SUCTION TRUNK QTY.1 CIRCULATION INLET TRUNK (LOWER BASIN) DESIGN FLOW OF WATER FEATURE SYSTEMS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 74 GPM @ 5.6 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 74 GPM @ 5.6 FPS < 8 FPS 742-1/2" / COLD WATER FILL LINE - QTY.1 1" FP1 FP2 FP3 FP6 FP7 NA N/A LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 140' / BOOSTER INLET TRUNK QTY.1 (UPPER BASIN) / BOOSTER INLET LOOP QTY.1 (UPPER BASIN ) FP8 / BOOSTER SUCTION TRUNK QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 1000 GPM @ 4.0 FPS < 6 FPS100010" FP4 / 10008"100% MAX. FLOW OF SYSTEM THROUGH TRUNK 1000 GPM @ 7.0 FPS < 8 FPS 5006"50% MAX. FLOW OF SYSTEM THROUGH LOOP 75 GPM @ 6.1 FPS < 8 FPS 6 1 6 1 10 1 8 1 145' 200' 220' 30150'24 / BOOSTER SUCTION LOOP QTY.1 100% MAX. FLOW OF SYSTEM THROUGH LOOP 500 GPM @ 5.6 FPS < 6 FPS5006"6 140' 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 300 GPM @ 3.6 FPS < 6 FPS3006" 150 150PP6 / MAIN DRAIN SUCTION LOOP - QTY.1 50% MAX. FLOW OF SYSTEM THROUGH LOOP 150 GPM @ 1.9 FPS < 6 FPS3006" / FLOOR INLET TRUNK - QTY.1 / FLOOR INLET LOOP - QTY.1 3" PP7 4"50% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 3.6 FPS < 8 FPS 50% MAX. FLOW OF SYSTEM THROUGH LOOP 150 GPM @ 7.6 FPS < 8 FPS 150 150PP8 742-1/2" 372"CIRCULATION INLET LOOP QTY.1 (LOWER BASIN)50% MAX. FLOW OF SYSTEM THROUGH LOOP 37 GPM @ 3.8 FPS < 8 FPSFP5 / 30'4 3 145'8 1 450'24 12 145'8 1 400'24 15 145'8 1 450'24 15 195'8 1 45'4 0 PP3 PP7 PP6 PP10 PP6 PP6 PP4 PP1 PP4PP9 PP9 PP5 PP1 PP1 PP1 PP1 PP2 PP4 PP6 PP4 PP6 40' PP4 PP4 PP6 PP4 PP6 PP6 PP1 PP4 PP10 4 5 120'6 0 PP8 PP8 PP8 1 Dec 09, 2020 01/26/2021 3FT 6IN 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.205 Scale: 1/4" = 1' (H1) MONTAGE HOTEL - POOL (P-5) & WATER FEATURE (F-3.2) - PLUMBING PLAN1 NORTH MONTAGE HOTEL POOL (P-5) PLUMBING HYDRAULIC DESIGN FOR POOL (P-5) SYSTEM: KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / MAIN DRAIN SUCTION TRUNK - QTY.1 / WALL INLET TRUNK - QTY.1 DESIGN FLOW OF POOL CIRCULATION SYSTEM 200 GPM 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 200 GPM @ 5.5 FPS < 6 FPS 75% MAX. FLOW OF SUPPLY THROUGH TRUNK 150 GPM @ 5.5 FPS < 10 FPS 200 / SKIMMER SUCTION TRUNK - QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 200 GPM @ 5.5 FPS < 6 FPS / WALL INLET LOOP - QTY.1 50% MAX. FLOW THROUGH EACH DIRECTION OF LOOP 75 GPM @ 5.6 FPS < 10 FPS 4" / COLD WATER LINE (AUTO FILL 1) - QTY.1 1" 1003"100% MAX. FLOW OF SYSTEM THROUGH LOOP 100 GPM @ 4.8 FPS < 6 FPS/ SKIMMER SUCTION LOOP - QTY.1 PP1 PP2 PP3 PP7 PP8 4" LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 230' 300' 182' 6 12 1 7 4"200 150 PP4 / GUTTER DRAIN SUCTION TRUNK - QTY.1 2"50 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 50 GPM @ 5.4 FPS < 6 FPS PP5 PP6 75 1 82-1/2" 265' 186' 296' 1"/ COLD WATER LINE (AUTO FILL 2) - QTY.1 186' 73' 6 1 8 6 1 24 6 1 6 1 HYDRAULIC DESIGN FOR WATER FEATURE (F-3.2) SYSTEM (REMOVED): KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / CIRCULATION SUCTION TRUNK QTY.1 CIRCULATION INLET TRUNK (LOWER BASIN) DESIGN FLOW OF WATER FEATURE SYSTEMS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 74 GPM @ 5.6 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 74 GPM @ 5.6 FPS < 8 FPS 742-1/2" / COLD WATER FILL LINE - QTY.1 1" FP1 FP2 FP3 FP6 FP7 LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. / BOOSTER INLET TRUNK QTY.1 (UPPER BASIN) / BOOSTER INLET LOOP QTY.1 (UPPER BASIN ) FP8 / BOOSTER SUCTION TRUNK QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 1000 GPM @ 4.0 FPS < 6 FPS100010" FP4 / 10008"100% MAX. FLOW OF SYSTEM THROUGH TRUNK 1000 GPM @ 7.0 FPS < 8 FPS 5006"50% MAX. FLOW OF SYSTEM THROUGH LOOP 75 GPM @ 6.1 FPS < 8 FPS / BOOSTER SUCTION LOOP QTY.1 100% MAX. FLOW OF SYSTEM THROUGH LOOP 500 GPM @ 5.6 FPS < 6 FPS5006" 742-1/2" 372"CIRCULATION INLET LOOP QTY.1 (LOWER BASIN)50% MAX. FLOW OF SYSTEM THROUGH LOOP 37 GPM @ 3.8 FPS < 8 FPSFP5 / 25 25 PROTECTED FILL LINE MAX 35 PSI PROTECTED FILL LINE MAX 35 PSI 25 PROTECTED FILL LINE MAX 35 PSI 73'6 1/ GUTTER BALANCE LINE - QTY.2 100% MAX. FLOW THROUGH EACH GRAVITY TRUNK 50 GPM @ 2.7 FPS < 3 FPSPP9252" PP1 PP6 PP3 PP8 PP1PP7 PP2PP5 PP4 PP9 PP6 PP3 PP6 PP3 FP7 PP6 PP3 PP7 PP4 PP1 PP6 PP3 140'6 1 6 1 10 1 8 1 145' 200' 220' 30150'24 6 140' 40'4 5 120'6 0 1 Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.206 Scale: 1/4" = 1' (H1) MONTAGE HOTEL - POOL (P-6) - PLUMBING PLAN1 NORTH MONTAGE HOTEL POOL (P-6) PLUMBING PLAN HYDRAULIC DESIGN FOR POOL (P-6) SYSTEM: KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / MAIN DRAIN SUCTION TRUNK - QTY.1 / WALL INLET TRUNK - QTY.1 DESIGN FLOW OF POOL CIRCULATION SYSTEM 200 GPM 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 200 GPM @ 5.5 FPS < 6 FPS 75% MAX. FLOW OF SUPPLY THROUGH TRUNK 150 GPM @ 5.5 FPS < 10 FPS 200 / SKIMMER SUCTION TRUNK - QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 200 GPM @ 5.5 FPS < 6 FPS / WALL INLET LOOP - QTY.1 50% MAX. FLOW THROUGH EACH DIRECTION OF LOOP 75 GPM @ 5.6 FPS < 10 FPS 4" / COLD WATER LINE (AUTO FILL 1) - QTY.1 1" 1003"100% MAX. FLOW OF SYSTEM THROUGH LOOP 100 GPM @ 4.8 FPS < 6 FPS/ SKIMMER SUCTION LOOP - QTY.1 PP1 PP2 PP3 4" LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 230' 300' 182' 6 12 1 7 4"200 150 PP4 / GUTTER DRAIN SUCTION TRUNK - QTY.1 2"50 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 50 GPM @ 5.4 FPS < 6 FPS PP5 PP6 75 1 82-1/2" 265' 186' 296' 1"/ COLD WATER LINE (AUTO FILL 2) - QTY.1 186' 73' 6 1 8 6 1 24 6 1 6 1 PP9 PP10 / FLOOR INLET TRUNK - QTY.1 / FLOOR INLET LOOP - QTY.1 PP7 PP8 50% MAX. FLOW THROUGH EACH DIRECTION OF LOOP 75 GPM @ 5.6 FPS < 10 FPS 3"150 752-1/2" 75% MAX. FLOW OF SUPPLY THROUGH TRUNK 150 GPM @ 7.2 FPS < 10 FPS 273' 190' 824 6 1 25 25 PROTECTED FILL LINE MAX 35 PSI PROTECTED FILL LINE MAX 35 PSI 73'6 1/ GUTTER BALANCE LINE - QTY.2 100% MAX. FLOW THROUGH EACH GRAVITY TRUNK 50 GPM @ 2.7 FPS < 3 FPSPP11252" PP6 PP3 PP10 PP6 PP3 PP6 PP3 PP1 PP7 PP1 PP11 PP8 PP5 PP7 PP4 PP2 PP1PP6 PP3 PP9 PP8 PP7 PP4 PP1 PP9 Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.207 Scale: 1/4" = 1' (H1) MONTAGE HOTEL - KIDS POOL (P-7) - PLUMBING PLAN1 NORTH HYDRAULIC DESIGN FOR POOL (P-7) SYSTEM: MONTAGE HOTEL POOL (P-7) PLUMBING PLAN KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / MAIN DRAIN SUCTION TRUNK - QTY.1 / WALL INLET TRUNK - QTY.1 DESIGN FLOW OF POOL CIRCULATION SYSTEM 200 GPM 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 200 GPM @ 5.5 FPS < 6 FPS 100% MAX. FLOW OF SUPPLY THROUGH TRUNK 200 GPM @ 5.5 FPS < 8 FPS 200 / SKIMMER SUCTION TRUNK - QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 200 GPM @ 5.5 FPS < 6 FPS / WALL INLET LOOP - QTY.1 50% MAX. FLOW THROUGH EACH DIRECTION OF LOOP 100 GPM @ 4.8 FPS < 8 FPS 4" / COLD WATER LINE (AUTO FILL) - QTY.1 1" 1003"100% MAX. FLOW OF SYSTEM THROUGH LOOP 100 GPM @ 4.8 FPS < 6 FPS/ SKIMMER SUCTION LOOP - QTY.1 PP1 PP2 PP3 PP7 4" LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 80' 180' 70' 6 12 1 7 4"200 200 PP4 / GUTTER DRAIN SUCTION TRUNK - QTY.1 2"50 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 50 GPM @ 5.4 FPS < 6 FPS PP5 PP6 100 1 143" 140' 12' 6 1 8 6 1 12 6 1 6 0 25 PROTECTED FILL LINE MAX 35 PSI / GUTTER BALANCE LINE - QTY.2 100% MAX. FLOW THROUGH EACH GRAVITY TRUNK 50 GPM @ 2.7 FPS < 3 FPSPP8252" PP3 PP6 PP1 PP2 PP5 PP7 PP4 PP4 PP6 PP3 PP8 PP1 70' 70' 80' Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.208 Scale: 1/4" = 1' (H1) MONTAGE HOTEL - SPA #1 (SP-1) - PLUMBING PLAN1 NORTH MONTAGE HOTEL SPA (SP-1) PLUMBING PLAN HYDRAULIC DESIGN FOR SPA #1 (SP-1) SYSTEM: KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / MAIN DRAIN SUCTION TRUNK - QTY.1 / WALL INLET TRUNK - QTY.1 DESIGN FLOW OF SPA CIRCULATION SYSTEM 105 GPM 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 8 FPS 150 / SKIMMER SUCTION TRUNK - QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 6 FPS / WALL INLET LOOP - QTY.1 50% MAX. FLOW OF SYSTEM THROUGH LOOP 75 GPM @ 7.8 FPS < 8 FPS 4" 2" / COLD WATER LINE - QTY.1 1" 752-1/2"100% MAX. FLOW OF SYSTEM THROUGH SPLIT 75 GPM @ 5.4 FPS < 6 FPS/ SKIMMER SPLIT SUCTION - QTY.2 4" SP1 SP2 SP3 SP5 SP6 SP9 4" LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 12 1 150 / BOOSTER SUCTION TRUNK - QTY.1 1504"SP4 150 75 / BOOSTER INLET TRUNK - QTY.1 / BOOSTER INLET LOOP - QTY.1 SP7 SP8 1504" 752" 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 8 FPS 50% MAX. FLOW OF SYSTEM THROUGH LOOP 75 GPM @ 7.8 FPS < 8 FPS 4 1 7 325' 14' 45' 55' / AIRLINE LOOP - QTY.1 1-1/2"SP10 NA N/A / AIRLINE TRUNK- QTY.1SP11 NA N/A1-1/2"10' 135' 8 1 8 1 8 10 8 1 8 8 1 310 4 1 25 PROTECTED FILL LINE MAX 35 PSI SP3 SP1 SP4 SP2 SP8SP10SP2SP9 SP6 SP6 SP2 SP1 SP5 SP9 SP7 SP4 SP8 SP10 SP11 345'12 1 325' 325' 325' 55' Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.209 Scale: 1/4" = 1' (H1) MONTAGE HOTEL - SPA #2 (SP-2) - PLUMBING PLAN1 NORTH MONTAGE HOTEL SPA (SP-2) PLUMBING PLAN HYDRAULIC DESIGN FOR SPA #2 (SP-2) SYSTEM: KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / MAIN DRAIN SUCTION TRUNK - QTY.1 / WALL INLET TRUNK - QTY.1 DESIGN FLOW OF SPA CIRCULATION SYSTEM 105 GPM 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 8 FPS 150 / SKIMMER SUCTION TRUNK - QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 6 FPS / WALL INLET LOOP - QTY.1 50% MAX. FLOW OF SYSTEM THROUGH LOOP 75 GPM @ 7.8 FPS < 8 FPS 4" 2" / COLD WATER LINE - QTY.1 1" 752-1/2"100% MAX. FLOW OF SYSTEM THROUGH SPLIT 75 GPM @ 5.4 FPS < 6 FPS/ SKIMMER SPLIT SUCTION - QTY.2 4" SP1 SP2 SP3 SP5 SP6 SP9 4" LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 150 / BOOSTER SUCTION TRUNK - QTY.1 1504"SP4 150 75 / BOOSTER INLET TRUNK - QTY.1 / BOOSTER INLET LOOP - QTY.1 SP7 SP8 1504" 752" 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 8 FPS 50% MAX. FLOW OF SYSTEM THROUGH LOOP 75 GPM @ 7.8 FPS < 8 FPS 200' 200' 8' 45' 50' / AIRLINE LOOP - QTY.1 1-1/2"SP10 NA N/A / AIRLINE TRUNK- QTY.1SP11 NA N/A1-1/2" 50' 10' 240'25 PROTECTED FILL LINE MAX 35 PSI SP7 SP1 SP2 SP5 SP4 SP9 SP10 SP9 SP8 SP2 SP3 SP8 SP10 SP2 SP8 SP8 SP4 SP1 SP11 200' 200' 200' 10 1 4 1 7 8 1 8 1 8 10 8 1 8 8 1 310 4 1 10 1 Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.210 Scale: 1/4" = 1' (H1) MONTAGE HOTEL - SPA #3 (SP-3) - PLUMBING PLAN1 NORTH MONTAGE HOTEL KIDS SPA (SP-3) PLUMBING PLAN HYDRAULIC DESIGN FOR (SP-3) SPA #3 SYSTEM: KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / MAIN DRAIN SUCTION TRUNK - QTY.1 / WALL INLET TRUNK - QTY.1 DESIGN FLOW OF SPA CIRCULATION SYSTEM 105 GPM 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 105 GPM @ 4.8 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 105 GPM @ 7.2 FPS < 10 FPS 105 / SKIMMER SUCTION TRUNK - QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 105 GPM @ 4.8 FPS < 6 FPS / WALL INLET LOOP - QTY.1 50% MAX. FLOW OF SYSTEM THROUGH LOOP 52.5 GPM @ 5.5 FPS < 10 FPS 3" 2" / COLD WATER LINE - QTY.1 1" 52.52"100% MAX. FLOW OF SYSTEM THROUGH SPLIT 52.5 GPM @ 5.4 FPS < 6 FPS/ SKIMMER SPLIT SUCTION - QTY.2 3" SP1 SP2 SP3 SP5 SP6 SP9 25 3" LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 8 1 105 / BOOSTER SUCTION TRUNK - QTY.1 1504"SP4 105 52.5 / BOOSTER INLET TRUNK - QTY.1 / BOOSTER INLET LOOP - QTY.1 SP7 SP8 1503" 752" 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.1 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 7.2 FPS < 10 FPS 50% MAX. FLOW OF SYSTEM THROUGH LOOP 75 GPM @ 8.5 FPS < 10 FPS 4 1 7 65' 60' 60' 9' 30' 40' / AIRLINE LOOP - QTY.1 1-1/2"SP10 NA N/A / AIRLINE TRUNK- QTY.1SP11 NA N/A1-1/2" 25' 10' 135' 8 2 8 1 8 1 8 7 8 1 8 8 1 78 4 1 SP5 SP1 SP7 SP4 SP2 SP9 SP9 SP10 SP8 SP10 SP8 SP11 SP6 SP6 SP4 SP1 SP3 65' 65' PROTECTED FILL LINE MAX 35 PSI Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.211 Scale: 1/4" = 1' (H1) MONTAGE HOTEL - WATER FEATURE (F-1) - PLUMBING PLAN1 NORTH MONTAGE HOTEL SPA (SP-2) PLUMBING PLAN HYDRAULIC DESIGN FOR WATER FEATURE (F-1) SYSTEM: KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / CIRCULATION SUCTION TRUNK QTY.1 / FLOOR INLET TRUNK #1 DESIGN FLOW OF WATER FEATURE SYSTEMS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 75 GPM @ 5.6 FPS < 6 FPS 50% MAX. FLOW OF SYSTEM THROUGH TRUNK 37.5 GPM @ 6.8 FPS < 8 FPS 752-1/2 / COLD WATER FILL LINE - QTY.1 1" 35 FP1 FP2 FP3 FP5 FP6 FP11 NA N/A LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 35' FP9 / BOOSTER TRUNK TO SUMP - QTY.10 FP7 FP8 / BOOSTER SUCTION TRUNK #1 25% MAX. FLOW OF SYSTEM THROUGH TRUNK 87.5 GPM @ 5.8 FPS < 6 FPS87.5 FP4 1754"50% MAX. FLOW OF SYSTEM THROUGH TRUNK 150 GPM @ 4.7 FPS < 6 FPS 353"15% MAX. FLOW OF SYSTEM THROUGH LOOP 75 GPM @ 1.7 FPS < 8 FPS FP10 6 1 8 1 6 250' 30150'24 0 / BOOSTER INLET TRUNK #1 / BOOSTER INLET LOOP - QTY.2 4" 4" 8 1250' 30150'24 FP12 FP13 FP14 / BOOSTER SUCTION TRUNK #2 25% MAX. FLOW OF SYSTEM THROUGH TRUNK 87.5 GPM @ 5.8 FPS < 6 FPS87.5 / BOOSTER SUCTION TRUNK #3 25% MAX. FLOW OF SYSTEM THROUGH TRUNK 87.5 GPM @ 5.8 FPS < 6 FPS87.5 / BOOSTER SUCTION TRUNK #4 25% MAX. FLOW OF SYSTEM THROUGH TRUNK 87.5 GPM @ 5.8 FPS < 6 FPS87.5 2-1/2 2-1/2 2-1/2 2-1/2 / FLOOR INLET TRUNK #2 50% MAX. FLOW OF SYSTEM THROUGH TRUNK 37.5 GPM @ 6.8 FPS < 8 FPS35 / BOOSTER INLET TRUNK #2 / BOOSTER INLET TRUNK #3 / BOOSTER INLET TRUNK #4 4" 4" 1-1/2 1-1/2 25% MAX. FLOW OF SYSTEM THROUGH TRUNK 87.5 GPM @ 2.5 FPS < 6 FPS87.5 25% MAX. FLOW OF SYSTEM THROUGH TRUNK 87.5 GPM @ 2.5 FPS < 6 FPS87.5 25% MAX. FLOW OF SYSTEM THROUGH TRUNK 87.5 GPM @ 2.5 FPS < 6 FPS87.5 25% MAX. FLOW OF SYSTEM THROUGH TRUNK 87.5 GPM @ 2.5 FPS < 6 FPS87.5 FP1 FP2 FP3 FP4 FP5FP6 FP7 FP9 FP8 FP10 FP11 FP9 FP8 FP12 FP12 FP13 FP13 FP13 FP13 FP13 FP13 FP13 FP13 FP13 FP13 3 4" WATER LEVEL SENSOR CONDUIT FP14 Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.212 Scale: 1/4" = 1' (H1) MONTAGE HOTEL - WATER FEATURE (F-2) - PLUMBING PLAN1 NORTH MONTAGE HOTEL WATER FEATURE (F-2) PLUMBING PLAN HYDRAULIC DESIGN FOR WATER FEATURE (F-2) SYSTEM: KEY #/PLUMBING LINE DESCRIPTION SIZE DESIGN FLOW EACH (GPM) / CIRCULATION SUCTION TRUNK QTY.1 CIRCULATION INLET TRUNK (LOWER BASIN) DESIGN FLOW OF WATER FEATURE SYSTEMS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 74 GPM @ 5.6 FPS < 6 FPS 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 74 GPM @ 5.6 FPS < 8 FPS 742-1/2" / COLD WATER FILL LINE - QTY.1 1" FP1 FP2 FP3 FP6 FP7 LENGTH OF PIPE RUN ELBOW QTY. TEE QTY. 140' / BOOSTER INLET TRUNK QTY.1 (UPPER BASIN) / BOOSTER INLET LOOP QTY.1 (UPPER BASIN ) FP9 / BOOSTER SUCTION TRUNK QTY.1 100% MAX. FLOW OF SYSTEM THROUGH TRUNK 200 GPM @ 5.5 FPS < 6 FPS2004" FP4 / 2004"100% MAX. FLOW OF SYSTEM THROUGH TRUNK 200 GPM @ 5.5 FPS < 8 FPS 1004"50% MAX. FLOW OF SYSTEM THROUGH LOOP 100 GPM @ 2.7 FPS < 8 FPS 6 1 6 1 10 1 8 1 145' 155' 155' 1635'9 / BOOSTER SUCTION LOOP QTY.1 50% MAX. FLOW OF SYSTEM THROUGH LOOP 100 GPM @ 2.7 FPS < 6 FPS1004"6 140' 742-1/2" 372"CIRCULATION INLET SPLIT QTY.2 (LOWER BASIN)50% MAX. FLOW OF SYSTEM THROUGH SPLIT 37 GPM @ 3.8 FPS < 8 FPSFP5 /20'4 5 120'6 0 FP5 FP7 FP1 3 4" WATER LEVEL SENSOR CONDUIT FP2 FP3 FP4 FP5 FP6 FP7 / GRAVITY INLET FROM UPPER TO LOWER - QTY.4 2"FP8 120'6 03050% MAX. FLOW OF SYSTEM THROUGH LOOP 100 GPM @ 2.7 FPS < 8 FPS 25 PROTECTED FILL LINE MAX 35 PSI FP8 FP9 2-1/2"2-1/2" Dec 09, 2020 01/26/2021 3' - 5 " 5' - 0 " 3' - 5 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI1:10 MAX SLOPE 7" M I N . 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 " 12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " 3' - 5 " 5' - 0 " 3' - 5 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI1:10 MAX SLOPE 1:10 MAX SLOPE 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 " 12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " 3' - 5 " 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " 3' - 5 " 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 " FILTER FABRIC 1' - 0 " 3' - 5 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI 1'-0 " 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " 1'-2"11"11'-7" 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.08.03 PERMIT SET SILVERROCK RESORT & RESIDENCES H1 SP.301 MONTAGE HOTEL AQUATIC SECTIONS Scale: 1/4" = 1' MONTAGE - (P-1) POOL - LENGTH (SECTION)2 Scale: 1/4" = 1' MONTAGE - (P-1) POOL - LENGTH (SECTION)3 Scale: 1/2" = 1' MONTAGE - (P-1) POOL - LENGTH (SECTION)1 Scale: 1/2" = 1' MONTAGE - (P-1) POOL - LENGTH (SECTION)4 Scale: 1/2" = 1' MONTAGE - (P-1) POOL - WIDTH (SECTION)5 Scale: 1/2" = 1' MONTAGE - (SP-1) SPA - LENGTH (SECTION)7Scale: 1/2" = 1' MONTAGE - (SP-1) SPA - WIDTH (SECTION)6 24'-6" 1' - 6 " 17'-11 8" 1' - 6 " 1'-6"1' - 7 " Dec 09, 2020 01/26/2021 3' - 6 " 1:10 MAX SLOPE 3' - 0 " 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI 1:10 MAX SLOPE 1:10 MAX SLOPE 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 " 12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " 3' - 0 " 5' - 0 " 5' - 0 " 3' - 6 " VARIES 5' - 0 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 " 12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.08.03 PERMIT SET SILVERROCK RESORT & RESIDENCES H1 SP.302 MONTAGE HOTEL AQUATIC SECTIONS Scale: 1/4" = 1' MONTAGE - (P-5) POOL - ENTRY (SECTION)1 Scale: 1/4" = 1' MONTAGE - (P-5) POOL - LENGTH (SECTION)2 Scale: 1/4" = 1' MONTAGE - (P-5) POOL - WIDTH (SECTION)3 Scale: 1/4" = 1' MONTAGE - (P-6) POOL - LENGTH (SECTION)6 Scale: 1/4" = 1' MONTAGE - (P-6) POOL - LENGTH (SECTION)7 Scale: 1/2" = 1' MONTAGE - (P-5) POOL - WIDTH (SECTION)4 Scale: 1/2" = 1' MONTAGE - (P-6) POOL - WIDTH (SECTION)8 Scale: 1/2" = 1' MONTAGE - (P-5) POOL - WIDTH (SECTION)5 3' - 6 " 5' - 0 " 3' - 6 " 3' - 6 " Dec 09, 2020 01/26/2021 #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI WATER LEVEL BENCH IN BACKGROUN 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC 1' - 0 " WATER LEVEL 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC1' - 0 " WATER LEVEL 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC1' - 0 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI BENCH IN BACKGROUND WATER LEVEL 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 18 "12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE FILTER FABRIC1' - 0 " 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.08.03 PERMIT SET SILVERROCK RESORT & RESIDENCES H1 SP.303 MONTAGE HOTEL AQUATIC SECTIONS Scale: 1/2" = 1' MONTAGE - (P-7) POOL - LENGTH (SECTION)1 Scale: 1/2" = 1' MONTAGE - (P-7) POOL - LENGTH (SECTION)2 Scale: 1/2" = 1' MONTAGE - (SP-2) SPA - LENGTH (SECTION)3 Scale: 1/2" = 1' MONTAGE - (SP-2) SPA - WIDTH (SECTION)4 Scale: 1/2" = 1' MONTAGE - (SP-3) SPA - LENGTH (SECTION)5 Scale: 1/2" = 1' MONTAGE - (SP-3) SPA - WIDTH (SECTION)6 134" 3' - 6 " 1' - 6 " 9'-0" 15'-4" 3' - 6 " 1' - 6 " 11'-8" 19'-4" 3' - 6 " 3' - 6 " 1' - 6 " 258" 1'-6" 1'-6" 3' - 6 " 1:10 MAX SLOPE Dec 09, 2020 01/26/2021 #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI 12"X36" INLET 316L S.S. COVER WITH TILE SURFACE. CONTRACTOR TO PROVIDE SHOP DRAWING COORDINATED WITH FINAL INTERIOR THICKNESS. PROVIDE 12" SUPPORT LEGS 8 LOCATIONS VARIES 10" 9" BOOSTER INLET LOOP WATERPROOFING - XYPEX ADMIX - HYDRATE STRUCTURE BEFORE APPLICATION OF INTERIOR FINISH SEE PLUMBING SCHEMATICS STRUCTURAL FOAM AS NEEDED SUB-GRADE PREPARATION: REMOVE AND REPLACE 30" OF SUB-GRADE AND REPLACE WITH 12" OF AB, AND 18" OF 34" CLEAN CRUSHED ROCK. INSTALL LAYER OF FILTER FABRIC UNDER AND ABOVE CRUSHED ROCK LAYER. INSTALL PLUMBING IN AB LAYER. STRUCTURAL FOAM RATED EPS-29 CAN BE USED UNDER FOUNTAIN FOR SUPPORT OF GUTTER TRANSITION. 3" CLEAR BOOSTER INLET LOOP 1'-512"1'-1" 112" 12" W A T E R L E V E L 2'-0" 7" OVERFLOW GUTTER GRATING & FILTER FABRIC STRUCTURAL FOAM AS NEEDED 2'-0" GRANITE LIP SET 18" BELOW WATER LEVEL 3" SS LANDSCAPE EDGE ANGLE ROCK MULCH CONCRETE PATHWAY SLOPE AWAY FROM DRAIN 12" 9" 1' - 1 0 " 11 " WATER FEATURE TILE PER KEYNOTE 2" 2'-0" STRUCTURAL FOAM AS NEEDED 2'-0" GRANITE LIP SET 18" BELOW WATER LEVEL BUILDING TILE 2' - 0 " 11 " WATER FEATURE TILE PER KEYNOTE 9" CUSTOM OVERFLOW GUTTER GRATING W/ BUILDING INTERIOR TILE INSTALLED OVERFLOW GUTTER GRATING & FILTER FABRIC STRUCTURAL FOAM AS NEEDED 2'-0" GRANITE LIP SET 18" BELOW WATER LEVEL 3" SS LANDSCAPE EDGE ANGLE ROCK MULCH CONCRETE PATHWAY SLOPE AWAY FROM DRAIN 12" 9" 1' - 1 0 " 11 " WATER FEATURE TILE PER KEYNOTE 2" COMPOPSED GRANITE PATHWAY SLOPE AWAY FROM DRAIN HEIGHT VARIES OVERFLOW GUTTER GRATING & FILTER FABRIC STRUCTURAL FOAM AS NEEDED 2'-0" GRANITE LIP SET 1 8" BELOW WATER LEVELSS LANDSCAPE EDGE ANGLE ROCK MULCH 12" 9" 1' - 1 0 " 11 " WATER FEATURE TILE PER KEYNOTE 2" ROCK MULCH/ PLANTING AND SWALE , SEE LANDSCAPE/CIVIL OVERFLOW GUTTER GRATING & FILTER FABRIC STRUCTURAL FOAM AS NEEDED 2'-0" GRANITE LIP SET 18" BELOW WATER LEVELSS LANDSCAPE EDGE ANGLE ROCK MULCH 12" 1' - 1 0 " 11 " WATER FEATURE TILE PER KEYNOTE 9" 2" LAWN, SEE LANDSCAPE SLOPE AWAY FROM DRAIN OVERFLOW GUTTER GRATING & FILTER FABRIC STRUCTURAL FOAM AS NEEDED 2'-0" GRANITE LIP SET 18" BELOW WATER LEVELSS LANDSCAPE EDGE ANGLE ROCK MULCH 12" 1' - 1 0 " 11 " WATER FEATURE TILE PER KEYNOTE 9" 2" 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.08.03 PERMIT SET SILVERROCK RESORT & RESIDENCES H1 SP.305 MONTAGE HOTEL AQUATIC SECTIONS Scale: 1/2" = 1' (H1) MONTAGE HOTEL - WATER FEATURE (F-1) - LENGTH (SECTION)1 Scale: 1"= 1FT. SECTION B (ENLARGED)3Scale: 1"= 1FT. SECTION A (ENLARGED)2 Scale: 1"= 1FT. SECTION C (ENLARGED)4 Scale: 1"= 1FT. SECTION D (ENLARGED)5 Scale: 1"= 1FT. SECTION F (ENLARGED)7Scale: 1"= 1FT. SECTION E (ENLARGED)6 Dec 09, 2020 01/26/2021 3'-2" 5'-6"25'-0" 6" 5' - 2 " 36'-0" 8" 1' - 6 " 9" 2'-5" 912" 8"912" 4' - 8 " 1' - 0 " #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT SHOTCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSIWATERPROOFING - XYPEX ADMIX OUTER EDGE WALL & FINISH PER LANDSCAPE LIGHT PER KEYNOTE UPPER BASIN INLET SYSTEMOUTER EDGE WALL & FINISH PER LANDSCAPE 18" OVER EXCAVATION UNDER POOL WITH 95% COMPACTED ENGINEERED SUB-GRADE 12" OF CRUSHED STONE 57 UNDER COMPACTED SUB-GRADE 1' - 6 " 1'-7" 4" 1' - 2 " 4" 4'-0" 4'-0" 8" 7'-6" 9" 9" 8" 2" 6"112" 3" GRAVITY FITTINGS & LINE TO LOWER BASIN LOWER BASIN SUCTION, SEE PLUMBING SCHEMATICS FOR ADDITIONAL INFORMATION 1' - 1 0 " 4'-0" 1'-6" 112" 8" PLANTING AREA CONCRETE DECK CAST IN PLACE CONCRETE RETAINING WALL PER LANDSCAPE SHEETS DRAINS BY OTHERS 1' - 1 0 " 4'-0" 1'-6" 112" 8" PLANTING AREA CONCRETE DECK CAST IN PLACE CONCRETE RETAINING WALL PER LANDSCAPE SHEETS DRAINS BY OTHERS 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.08.03 PERMIT SET SILVERROCK RESORT & RESIDENCES H1 SP.305 MONTAGE HOTEL AQUATIC SECTIONS Scale: 1/2" = 1' (H1) MONTAGE HOTEL - WATER FEATURE (F-2) WIDTH - (SECTION)1 Scale: 1" = 1' (H1) MONTAGE HOTEL - POOL (P-1) (SECTION @ PLANTER WALL)3 Scale: 1/2" = 1' (H1) MONTAGE HOTEL - WATER FEATURE (F-2) WIDTH - (SECTION)2 Scale: 1" = 1' (H1) MONTAGE HOTEL - POOL (P-5) (SECTION @ PLANTER WALL)4 1 1 Dec 09, 2020 01/26/2021 12"INTERIOR SURFACE PER KEYNOTE (WHITE) WATERLINE TILE 612" WATER LINE 11" MIN. - COORDINATE WITH DECK 112" 2- 1 / 2 " CANTILEVER FORM ON TYP. BEAM 312" EXPANSION JOINT (POOL) (4) BAR BOND BEAM W/ REBAR #4 @ 8" O.C.E.W 3" MIN. DECK PER LANDSCAPE SLOPE 2% MAX 28 " DUAL FLIP-UP ARM REST STANDARD SEAT ARM (ADJUSTABLE) BASE 36 " T O 4 8 " D E P T H FOOT REST WATER LEVEL SAFETY BELT MAX 2% SLOPE APPROACH LIFT NOTES: 1.ADA COMPLIANT 2.CALIFORNIA BUILDING CODE COMPLIANT 3.WATER-PROOF REMOTE OPERATED HANDSET 4.MAX 2% DECK SIDE SLOPE FOR APPROACH TO LIFT 5.POOL CONTRACTOR SHALL PROVIDE ONE (1) ADDITIONAL BATTERY FOR EACH LIFT. SUPPLY TO OWNER AT STARTUP INSTRUCTION PHASE. LIFT ANCHOR SEE: GR SP.501 DETAIL12 WATER LEVEL 1' - 6 " 3' - 5 " 1'-4" 2' - 0 12" 1' - 7 " NOTE: 1.SET ANCHOR LEVEL AND PLUMB. 2.ALL ANCHORS BONDED PER N.E.C. 3.RAIL SHALL COVER THE ENTIRE WIDTH OF THE BEAM PER CBC 4.SEE: SP-502 DETAIL 14 ENLARGED RAIL 512" DECK LEVEL SAFETY TILE 16" MAX 6"3' - 5 " 11 78" 1'-0" 2' - 1 0 " 2' - 1 0 " 4'-4" 6" R TYP.WATERLINE TY P . NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL TY P . 1'-4" RAIL PER KEYNOTE 1'-6" STEP ANCHOR, SEE: DETAIL 14, THIS SHEET DECK ANCHOR, SEE: DETAIL 13, THIS SHEET 7" 1'-3" RECESSED STEP 1' S.S. GRABRAIL 6" 6" 1' 1' 1'-8" 2' - 6 " 1'-512"8" 1'-5" DECK ANCHOR, SEE: HS SP.503 DETAIL 11, THIS SHEET 2' - 1 0 " 5'-0" 6" R TYP. WATERLINE NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL 2'-0" RAIL PER KEYNOTE 2'-1" STEP ANCHOR, SEE: DETAIL 14, THIS SHEET DECK ANCHOR, SEE: DETAIL 12, THIS SHEET 6" 10 5 8" 1'-0" TY P . 2' - 1 0 " TY P . 3' - 0 " 6"3' - 5 " 11 7 8" 1'-0" 2' - 1 0 " 2' - 1 0 " 4'-4" 6" R TYP.WATERLINE TY P . NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL TY P . 1'-4" RAIL PER KEYNOTE 1'-6" STEP ANCHOR, SEE: DETAIL 14, THIS SHEET DECK ANCHOR, SEE: DETAIL 13, THIS SHEET 6"3' - 5 " 11 78" 1'-0" 2' - 1 0 " 2' - 1 0 " 5'-0" 6" R TYP.WATERLINE TY P . NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL TY P . 2'-0" RAIL PER KEYNOTE 2'-1" STEP ANCHOR, SEE: DETAIL 14, THIS SHEET DECK ANCHOR, SEE: DETAIL 13, THIS SHEET 6"3' - 5 " 11 7 8" 1'-0" 2' - 1 0 " 2' - 1 0 " 5'-0" 6" R TYP.WATERLINE TY P . NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL TY P . 2'-0" RAIL PER KEYNOTE 2'-1" STEP ANCHOR, SEE: DETAIL 14, THIS SHEET DECK ANCHOR, SEE: DETAIL 13, THIS SHEET 6"3' - 5 " 11 7 8" 1'-0" 2' - 1 0 " 2' - 1 0 " 4'-4" 6" R TYP.WATERLINE TY P . NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL TY P . 1'-4" RAIL PER KEYNOTE 1'-6" STEP ANCHOR, SEE: DETAIL 14, THIS SHEET DECK ANCHOR, SEE: DETAIL 13, THIS SHEET 6"3' - 5 " 11 7 8" 1'-0" 2' - 1 0 " 2' - 1 0 " 4'-6" 6" R TYP.WATERLINE TY P . NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL TY P . 1'-6" RAIL PER KEYNOTE 1'-6" STEP ANCHOR, SEE: DETAIL 14, THIS SHEET STEP ANCHOR, SEE: DETAIL 13, THIS SHEET 6"3' - 5 " 11 78" 1'-0" 2' - 1 0 " 2' - 1 0 " 4'-6" 6" R TYP.WATERLINE TY P . NOTE: PROVIDE SHOP DRAWINGS FOR HANDRAIL TY P . 1'-6" RAIL PER KEYNOTE 1'-6" STEP ANCHOR, SEE: DETAIL 14, THIS SHEET STEP ANCHOR, SEE: DETAIL 13, THIS SHEET 1.90" O.D. ANCHOR. THIS ANCHOR IS SUPPLIED WITH ACCESS LIFT IF ORDERED AS KEYNOTED ON PLAN SHEETS, SET FLUSH WITH FINISH SURFACE, BONDING LUG FINISH DECK SURFACE, MAXIMUM 2% SLOPE FOR APPROACH TO LIFT. 1'-4" 2'-4" 1' - 4 " M I N . 12 " NOTE: 1.GROUT ANCHOR INTO SHOTCRETE STRUCTURE. SET ANCHOR FLUSH AND PLUMB. 2.ANCHORS SHALL BE BONDED PER C.E.C. TO POOL STRUCTURAL REBAR. REBAR #4 @ 8" O.C.E.W REBAR CAGE #3 @ 12" OCEW 8" 4" 7" CUT OUT SHOTCRETE FOR ANCHOR INSTALLATION. AFTER BONDING ANCHOR FILL VOID WITH HIGH STRENGTH NON-SHRINK GROUT. STEP ANCHOR 3" NOTE: 1.SET ANCHOR LEVEL AND PLUMB. 2.ALL ANCHORS BONDED PER C.E.C. 3.THICKEN ALL ANCHOR LOCATIONS, IN DECK TO A MIN. OF 4" OF COVERAGE BELOW BOTTOM AND SIDES OF ANCHOR. STAINLESS STEEL ESCUTCHEON PLATE. ALL HANDRAILS AND GRABRAILS DECK ANCHOR DECK LEVELFINISH SURFACE ANCHORS PRE-SET IN CONCRETE BY POOL CONTRACTOR. BONDING CONNECTION NOTE: 1.SET ANCHOR LEVEL AND PLUMB. 2.ALL ANCHORS BONDED PER C.E.C. 3.THICKEN ALL ANCHOR LOCATIONS, IN DECK TO A MIN. OF 4" OF COVERAGE BELOW BOTTOM AND SIDES OF ANCHOR. STAINLESS STEEL ESCUTCHEON PLATE. ALL HANDRAILS AND GRABRAILS DECK ANCHOR FINISH SURFACE ANCHORS PRE-SET IN CONCRETE BY POOL CONTRACTOR. BONDING CONNECTION NOTE: 1.SET ANCHOR LEVEL AND PLUMB. 2.ALL ANCHORS BONDED PER C.E.C. 3.THICKEN ALL ANCHOR LOCATIONS, IN DECK TO A MIN. OF 4" OF COVERAGE BELOW BOTTOM AND SIDES OF ANCHOR. 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.501 MONTAGE HOTEL AQUATIC DETAILS Scale: 3" = 1 FT. TYPICAL BEAM (SECTION)1 Scale: 1/2"= 1 FT. LAP POOL ADA LIFT11 Scale: 3/4" = 1 FT. SPA TRANSER WALL12 SILVERROCK RESORT & RESIDENCES NOTE: PLACE CONTRASTING TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS, BENCHES & LEDGES Scale: 3/4"= 1' POOL GRABRAIL & STEPS10 Scale: 3/4" = 1 FT. (P-1) POOL STAIRS & RAIL2 NOTE: PLACE CONTRASTING TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS, BENCHES & LEDGES NOTE: PLACE CONTRASTING TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS, BENCHES & LEDGES Scale: 3/4" = 1 FT. (P-5) POOL STAIRS & RAIL #13 Scale: 3/4" = 1 FT. (P-5) POOL STAIRS & RAIL #24 NOTE: PLACE CONTRASTING TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS, BENCHES & LEDGES Scale: 3/4" = 1 FT. (P-6) POOL STAIRS & RAIL5 NOTE: PLACE CONTRASTING TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS, BENCHES & LEDGES Scale: 3/4" = 1 FT. (P-7) POOL STAIRS & RAIL6 NOTE: PLACE CONTRASTING TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS, BENCHES & LEDGES Scale: 3/4" = 1 FT. (SP-1) SPA STAIRS & RAIL7 NOTE: PLACE CONTRASTING TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS, BENCHES & LEDGES Scale: 3/4" = 1 FT. (SP-2) SPA STAIRS & RAIL8 NOTE: PLACE CONTRASTING TILE CONTINUOUS @ LEADING EDGE OF ALL STEPS, BENCHES & LEDGES Scale: 3/4" = 1 FT. (SP-3) SPA STAIRS & RAIL9 Scale: 1-1/2"= 1 FT. LIFT FOOTING & ANCHOR (SECTION)16Scale: 3" = 1FT STEP ANCHOR (SECTION)14Scale: 3" = 1FT DECK ANCHOR (SECTION)13 Scale: 3" = 1' GRABRAIL ANCHOR (SECTION)15 Dec 09, 2020 01/26/2021 10 " WATER LEVEL JET FITTING PER KEYNOTE CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH MOUNTING OF FITTING, APPLY A RING OF AQUA BOND UW-5000 BEFORE FILLING VOID WITH HIGH-STRENGTH NONFERROUS, NON-SHRINK GROUT 2" LOOP CONNECTION TO JET FITTING 1-1/2" AIRLINE, SEE: SP-502 DETAIL 5 W.L. DEPTH MARKERS HARTFORD LOOP 1-12" 90° ELBOWS INSTALLED COMPLETELY ABOVE SPA WATER LEVEL 1'-6"CL CAP OVERFLOW PORT FINISH DECK & THICKNESS BY OTHERSSET FLOAT VALVE AT WATER LINE SQUARE LID, SEE: H2 SP.503 DETAIL 7 AUTOMATIC WATER LEVELER APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP @ CONNECTION BETWEEN BALANCE LINE & SHOTCRETE 1/2" WATER SUPPLY INLET FILL LINE TO RPZ (BACKFLOW PROTECTED) ENCASE ENTIRE AUTOFILL IN SHOTCRETE INTERIOR FINISH, PER KEYNOTE REBAR #4 @ 8" O.C.E.W REBAR CAGE #3 @ 12" OCEW NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES 12 " M I N . C O O R D I N A T E I N F I E L D EYEBALL INLET FITTING WITH 1" ORIFICE, (SEE: PLAN VIEW FOR LOCATIONS) WATER LEVEL INSTALLATION OF FITTING SHALL BE FLUSH HORIZONTALLY AND VERTICALLY TO INTERIOR FINISH 1-1/2" STUB CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH MOUNTING OF WALL INLET FITTING FILL CUT OUT WITH HIGH-STRENGTH NONFERROUS, NON-SHRINK GROUT APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BEFORE GROUT. SEE: PIPING PLAN FOR WALL INLET LOOP SIZE WATER LEVEL 3'-0" MIN. 18 " M I N . P E R C O D E TOP OF DECK SKIMMER FITTING PER KEYNOTE (2) SUCTION FITTINGS, AQUASTAR 4HP101 (COVER) & 4205SI101 (ADAPTOR) NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES 6" M I N . EYEBALL INLET FITTING WITH 1" ORIFICE, (SEE: PLAN VIEW FOR LOCATIONS) INSTALLATION OF FITTING SHALL BE FLUSH HORIZONTALLY AND VERTICALLY TO INTERIOR FINISH 1-1/2" STUB CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH MOUNTING OF WALL INLET FITTING FILL CUT OUT WITH HIGH-STRENGTH NONFERROUS, NON-SHRINK GROUT APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BEFORE GROUT. SEE: PIPING PLAN FOR WALL INLET LOOP SIZE NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES 1'-0" 1' - 0 " LOOP LINE SIZE PER PLUMBING PLAN 2" TYPICAL FROM LOOP TO INLET APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BETWEEN PVC AND SHOTCRETE BEFORE GROUT. INTERIOR FINISH FLOOR RETURN 1"X1" TILE; DAL TILE KEYSTONE SERIES, SUBMIT COLORS TO ARCHITECT CUT-OUT NOTCH & FILL W/ HIGH STRENGTH, NON FERROUS NON SHRINK GROUT SET INLET FLUSH WITH INTERIOR FINISH FLOOR, OPEN EACH FITTING 1/2 TURN AT POOL START UP. THEN ADJUST OPEN OR CLOSED 1/4 TURN FOR UNIFORM FLOW OF SYSTEM SUBGRADE PREPARATION PER SOILS REPORT 1'-4"CL WATERWAY RENEGADE SKIMMER, SET SKIMMERS TO EXACT SAME ELEVATION ENCASE ENTIRE SKIMMER IN SHOTCRETE SEE: PIPING PLAN FOR SKIMMER LOOP SIZE SET CENTER OF SKIMMER WEIR AT WATER LINE INTERIOR FINISH, PER KEYNOTE APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP @ CONNECTION BETWEEN SKIMMER & SHOTCRETE FINISH DECK & THICKNESS BY OTHERS 612" 18 " M I N . (2) 4" SUCTION FITTINGS PER KEYNOTE - SEPARATE FITTINGS BY 3FT. SQUARE LID, SEE: H2 SP.503 DETAIL 7 SKIMMER REBAR CAGE #3 @ 12" OCEW REBAR #4 @ 8" O.C.E.W 2' - 0 " 4' - 0 " 1'-0"1'-4" 1' - 0 " 1' - 0 " CUSTOM CUT COPING STONES FOR SKIMMER & AUTO FILL BOX FINISH WATERLINE TILE 1-1/2" CANTILEVER NOSE PER KEYNOTE STAINLESS STEEL PLATE, 12 GAUGE, TO SUPPORT COPING STONE. TILE ENTRY & BOTH SIDES OF SKIMMER OPENING TO POOL. MATCH WATERLINE TILE 1'-4" CL ENCASE ENTIRE SKIMMER IN SHOTCRETE SEE: PIPING PLAN FOR SKIMMER SPLIT TEE SET CENTER OF SKIMMER WEIR AT WATER LINE 2-1/2" PVC FINISH DECK & THICKNESS BY OTHERS 612"WATERWAY RENEGADE SKIMMER, SET SKIMMERS TO EXACT SAME ELEVATION SPA BENCH SQUARE LID, SEE: H2 SP.503 DETAIL 7 SKIMMER REBAR CAGE #3 @ 12" OCEW REBAR #4 @ 8" O.C.E.W 7" 12" 2" 118" 14" TO SKIMMER PUMP, P-2 CHANNEL DRAIN SEE: DETAIL 8 THIS SHEET VIBRATE SHOTCRETE FOR DRAIN FITTING ENCAPSULATION THEN CUT OUT MATERIAL TO FORM GUTTER. WATERPROOF GUTTER W/(2) COATS THOROSEAL (WHITE) 2"X2" SLIP RESISTANT TILE TO CONNECTION TO DECK, DALTILE, KEYSTONE SERIES, GROUP 3 12" PERPENDICULAR GRATE STAINLESS STEEL CLIPS, SCREWS & ANCHOR PURCHASE FROM NEPTUNE BENSON APPLY A RING OF AQUA BOND UW 5000 TIE CHANNEL DRAINS TOGETHER WITH 2" EQUALIZER LINE, NOT SHOWN FOR IN DETAIL CLARITY NOTE: STUB OUT AND CAP DRAIN FOR HYDROSTATIC TEST PER GENERAL NOTES INTERIOR FINISH 6" MAIN DRAIN SUMP "UNBLOCKABLE" MAIN DRAIN GRATE 2-1/2" FITS OVER PORT (REQUIRES ABS GLUE) SEE: PLUMBING PLAN FOR FINAL CONNECTIONS CAP PORTS #32CDFL101 316 G.P.M. @ 3.9 FT./SEC. 25.9 SQ.IN. OPENING MAIN DRAIN COMPLIES WITH NSF 50/ASME/ANSI A112.19.8a-2008 AND ASTM G154 UV TESTING V.G.B. 2008 COMPLIANT 1'-4" 512" 112" 212"1.5 O.D. 316L ROUND STAINLESS RAIL BOLTING HARDWARE TO SHOTCRETE WALL. ONE CONNECTION POINT EACH SIDE. ANCHOR SHALL FINISH FLUSH. 14" STAINLESS CAP ON BOTTOM OF RAIL NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES. INSTALLATION OF FITTING SHALL BE FLUSH HORIZONTALLY AND VERTICALLY TO INTERIOR FINISH 2" PVC TO FITTING CUT BACK SHOTCRETE AROUND PIPE FOR FLUSH MOUNTING OF WALL INLET FITTING FILL CUT OUT WITH HIGH-STRENGTH NONFERROUS, NON-SHRINK GROUT APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BEFORE GROUT. SEE: PIPING PLAN FOR SUCTION LOOP SIZE (3) 6" SUCTION FITTINGS, AQUASTAR 6HP101 (COVER) & 620SI101 (ADAPTOR) PLACE 1FT. MIN. BELOW WATERLINE @ SEPARATE BY 3FT. MIN. PER CODE 18 " M I N . 36" MIN.LAWSON AQUATIC 9" SUPER-SUMP VGB CERTIFIED SEE: PLUMBING PLAN FOR PIPE SIZES, CENTER TEE FITTING BETWEEN MAIN DRAINS APPLY A RING OF AQUA BOND UW-5000 AT SHOTCRETE TO SUMP CONNECTION BEFORE INTERIOR INSTALLATION. MANIFOLD BETWEEN SUMPS MUST MATCH THE TRUNK SIZE 12 " 8" SEE SOIL REPORT FOR PREPARATION UNDER POOL NOTE: 1.STUB OUT & CAP PIPE FOR HYDROSTATIC TEST TO 50 PSI FOR 30 MIN. KEEP A MIN. OF 25 PSI ON SYSTEM UNTIL AFTER DECKING PHASE. 2.WET MIX SHOTCRETE SHALL BE VIBRATED AROUND MAIN DRAIN SUMP AND M.D. SUCTION PIPING FOR CONSOLIDATION AROUND FITTING AND PIPE. CAP PORT 12"X12" MAIN DRAIN GRATE PLAN VIEW 261 G.P.M. (FLOOR) 42.12 SQ.IN. OPENING MAIN DRAIN COMPLIES WITH NSF 50/ASME/ANSI A112.19.8-2007 AND ASTM G154 UV TESTING V.G.B. 2011 COMPLIANT 9"X9" MAIN DRAIN GRATE PLAN VIEW 4" SUCTION OUTLET COVER GRATE PLAN VIEW 56 G.P.M. (WALL) 5.2 SQ.IN. OPENING OUTLET COVER COMPLIES WITH NSF 50/ASME/ANSI A112.19.8a-2008 AND ASTM G154 UV TESTING V.G.B. 2011 COMPLIANT 365 G.P.M. (FLOOR) 81.30 SQ.IN. OPENING MAIN DRAIN COMPLIES WITH NSF 50/ASME/ANSI A112.19.8a-2008 AND ASTM G154 UV TESTING V.G.B. 2008 COMPLIANT NOTE: 1.STUB OUT & CAP PIPE FOR HYDROSTATIC TEST TO 50 PSI FOR 30 MIN. KEEP A MIN. OF 25 PSI ON SYSTEM UNTIL AFTER DECKING PHASE. 2.WET MIX SHOTCRETE SHALL BE VIBRATED AROUND MAIN DRAIN SUMP AND M.D. SUCTION PIPING FOR CONSOLIDATION AROUND FITTING AND PIPE. CAP PORT SEE: PLUMBING PLAN FOR PIPE SIZES, CENTER TEE FITTING BETWEEN MAIN DRAINS APPLY A RING OF AQUA BOND UW-5000 AT SHOTCRETE TO SUMP CONNECTION BEFORE INTERIOR INSTALLATION. MANIFOLD BETWEEN SUMPS MUST MATCH THE TRUNK SIZE 48" MIN.LAWSON AQUATIC 12" SUPER SUMP VGB CERTIFIED SEE SOIL REPORT FOR PREPARATION UNDER POOL RELIEF VALVE, SEE: HS SP.503, DETAIL 2 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.502 SILVERROCK RESORT & RESIDENCES Scale: 1" = 1 FT. POOL & SPA AUTOFILL (SECTION)9 Scale: N.T.S. POOL WALL INLET FITTING (SECTION)10 Scale: 3" = 1FT. SPA JET FITTING (SECTION)13 Scale: 1-1/2" = 1FT. POOL SKIMMER FRONT (ELEVATION)7 Scale: N.T.S. SPA WALL INLET (SECTION)11 Scale: N.T.S. POOL FLOOR INLET FITTING (SECTION)12 MONTAGE HOTEL AQUATIC DETAILS Scale: 1" = 1 FT. POOL SKIMMER (SECTION)5 Scale: 1" = 1FT. SKIMMER & AUTOFILL (PLAN)8Scale: 1" = 1 FT. MAIN SPA SKIMMER (SECTION)6 Scale: 1/2"=1' 32" CHANNEL DRAIN (BEACH ENTRY)16Scale: 1/2"=1' BEACH ENTRY GUTTER (SECTION)15Scale: 3"=1' SPA ADA TRANSFER RAIL14 Scale: NTS WALL MOUNTED SUCTION (SECTION)4Scale: 3/4" = 1' 9"X9" MAIN DRAINS (SECTION)3Scale: 1" = 1' VGB APPROVED DRAINS & COVERS (PLAN)1 Scale: 1/2" = 1' 12"X12" MAIN DRAINS (SECTION)2 Dec 09, 2020 01/26/2021 1' - 6 " M I N . 3' - 6 " + / - 3 4" MIN. PVC CONDUIT TO SPA CONTROLLER 15MIN. TIMER CONTROLS THE BOOSTER PUMPS & EMERGENCY STOP SHALL CUT POWER TO ALL SPA PUMPS. SEE ELECTRICAL SHEETS FOR RELAYS. NOTE: PROVIDE VERTICAL TEXT ON THE FACE OF THE STEEL POST FOR THE EMERGENCY SHUT-OFF SWITCH, LETTERS MUST BE MIN. 1" HIGH AND CONTRASTING COLOR 4" X 4" STAINLESS STEEL POST, POWDER COATED. SUBMIT COLOR TO ARCHITECT (FINAL LOCATION PER L.A. COORDINATE IN FIELD) MOUNTED EMERGENCY FACE PLATES IN WEATHER PROOF BOX4" X 4" STAINLESS STEEL POST, POWDER COATED. SUBMIT COLOR TO ARCHITECT (FINAL LOCATION COORDINATE IN FIELD) PROVIDE ACCESS BOX. ANCHOR BOLTS, 4" MIN. EMBEDMENT TOP OF DECK WASHED PEA GRAVEL BRASS RELIEF VALVE ASSEMBLY PER KEYNOTE COLLECTOR TUBE PER KEYNOTE, WRAP IN FILTER FABRIC 2" PVC CONNECTION TO MAIN DRAIN SUB-BASE PREPARATION PER SOILS REPORT NOTE: INSPECTION OF TRENCH REQUIRED AFTER EXCAVATION, BEDDING, AND PIPE INSTALLATION BEFORE BACKFILLING OF TRENCH. FILL AND COMPACT TRENCH WITH CLEAN BACKFILL FREE OF ROCKS LARGER THAN 2" LIMIT OVER AND UNDER PLACEMENT TO LOCATION SHOWN ON PLAN 6" BEDDING SAND 12" MIN. TAMPED EARTH COVER OF PIPE CROWN EQUIPMENT ROOM FLOOR POOL & SPA PIPING PER PLUMBING PLAN FOOTING PER STRUCTURAL PIPE SLEEVE - 2 PIPE SIZES GREATER THAN THE PIPE PASSING UNDER OR THROUGH THE FOOTING SQUARE LID (FILLED WITH DECK 11" 11 " 3.) 6"x6" GLAZED TILE COLOR SELECTED BY OWNER WITH DEPTH TILE NUMBER AND LETTERS WATER JET CUT INTO TILE 4" NUMBERS. SEND 6" TILE TO INLAY INC FOR FABRICATION. (WATERLINE TILE) *PROVIDE BID ALTERNATE FOR STANDARD DEPTH MARKERS PER SPECIFICATION 1.) SAND BLASTED DEPTH MARKER WITH 4" NUMBERS & 4" FT & IN FIELD INSTALLED INTO GRANITE AND COPING. *PROVIDE BID ALTERNATE FOR TILE DEPTH MARKERS PER SPECIFICATION 4.) SAND BLASTED 4" NO DIVING SYMBOL BY INSTALLED INTO GRANITE AND COPING. *PROVIDE BID ALTERNATE FOR TILE NO DIVING MARKERS PER SPECIFICATION 1.2. 4.5. INLAY INC. 1-800-426-6873. 4 FT IN 3FT 6IN 1 M 2.) PROVIDE AS BID ALTERNATE - SAND BLASTED METRIC DEPTH TILE WITH 4" NUMBERS & 4" M FIELD INSTALLED INTO GRANITE AND COPING. 5.) SAND BLASTED 4" HANDICAP SYMBOL BY INSTALLED INTO GRANITE AND COPING. *PROVIDE BID ALTERNATE FOR TILE HANDICAP SYMBOL PER SPECIFICATION NOTE: PLACE DECK DEPTH MARKINGS A MIN. OF EVERY 25' AROUND POOL PERIMETER. SEE PLAN VIEWS FOR LOCATIONS. SAND BLAST COPING FOR THICKNESS OF TILE SO TILE FINISHES FLUSH WITH DECK. SEPARATE TILES AS NEEDED FOR PLACEMENT ON COPING. BASE BID IS FOR IMPERIAL NUMBER TILES ONLY. PROVIDE PRICE TO OWNER FOR METRIC OPTION. DECK DEPTH MARKER (SKID RESISTANT) CE N T E R 4" MIN. MARKERS SANDBLASTED INTO COPING BY MANUFACTURE ONE-SIDE STONE BULL NOSE COPING 3FT 6IN4" 4" MIN. NO DIVING MARKER & HANDICAP SYMBOL SANDBLASTED INTO COPING BY MANUFACTURE CAULKING JOINT SEE COVER SHEET TOP OF COPING 3 F 6 I DEPTH TILE NUMBER AND LETTERS WATER JET CUT INTO TILE WITH 4" NUMBERS INTO 6"X6" WATERLINE TILE - DAL TILE - SPA # (0148). SEND TILE TO INLAY INC FOR FABRICATION. T N POOL WATERLINE 6"X6" TILE PER KEYNOTE SPA WATERLINE 3"X6" TILE PER KEYNOTE NOTE: PLACE CONTINUOUS TILE @ LEADING EDGE OF ALL STEPS & BENCHES INTERIOR FINISH CONTRASTING SKID RESISTANT TILE PER KEYNOTE SHOTECRETE STRUCTURE 2" CO O R D I N A T E 1-1/2" REMOTE AIR LINE TO HARTFORD LOOP IN SPA JET BEAM DECK LEVEL 1-1/2" REMOTE AIR LINE (DRILL HOLES AND DISGUISE IN LANDSCAPE) BOTTOM OF CAP SHALL BE ABOVE WATER LEVEL IN SPA BRONZE OR STAINLESS STEEL PRESSURE CONNECTOR BY MANUFACTURER STRUCTURAL REBAR BRONZE BONDING CLAMP CONNECT #8 COPPER BONDING WIRE TO PRODUCT EXTEND #8 COPPER BONDING WIRE TO POOL PRODUCT AND PROJECT ELECTRICAL SYSTEM. LADDER 36 " M I N . NOTE: DETAIL IS FOR COORDINATION ONLY, FINAL DECK BONDING PER NEC REQUIREMENTS AS NEEDED FOR DECK TYPE PROVIDE A EQUIPOTENTIAL BONDING GRID UNDER DECK AROUND ENTIRE PERIMETER OF POOL. PER C.E.C. 680.26 DECK EQUIPMENT LIGHT NO. 8 COPPER BONDING EQ U I P M E N T CONNECTION OF #8 BONDING CONDUCTOR TO EQUIPMENT GROUNDING CONDUCTOR ANY METAL WITHIN 5FT. OF POOL EDGE REINFORCING BARS PA N E L BOND TO STRUCTURAL DECK REBAR 18 " M I N . 34" MIN. LIGHT CONDUIT TO J-BOX LOCATION #8 AWG GROUND CONNECTOR BONDING IS LOCATED AT REAR OF NICHE, WATER LEVEL LIGHT FIXTURE NOTES: 1.WRAP FIXTURE WITH ENOUGH LIGHT CORD TO ALLOW PLACEMENT ON DECK FOR BULB REPLACEMENT. 2.ALL LIGHTS SHALL BE BONDED. 3.SEE PLAN FOR J-BOX LOCATIONS. 4.ALL METAL PARTS WITHIN 5' OF THE POOL SHELL SHALL BE BONDED. INSTALL LIGHT FLUSH WITH INTERIOR. SHOTCRETE MUST BE CUT BACK AROUND NICHE FOR A UNIFORM PLASTER SEAL. APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BETWEEN NICHE AND SHOTCRETE BEFORE INTERIOR INSTALLATION 7" MIN. #4 BAR @ 45° CROSS LOCATE AT ALL LIGHTS. OVERLAP WITH HORIZONTAL AND VERTICAL BAR PLACEMENT NICHE 1' - 6 " 6" M I N . 1'-6" 34" MIN. LIGHT CONDUIT TO J-BOX LOCATION WATER LEVEL #8 AWG GROUND CONNECTOR BONDING IS LOCATED AT REAR OF NICHE NOTES: 1.WRAP FIXTURE WITH ENOUGH LIGHT CORD TO ALLOW PLACEMENT ON DECK FOR BULB REPLACEMENT. 2.ALL LIGHTS SHALL BE BONDED. 3.SEE PLAN FOR J-BOX LOCATIONS. 4.ALL METAL PARTS WITHIN 5' OF THE POOL SHELL SHALL BE BONDED. LIGHT FIXTURE #4 BAR @ 45° CROSS LOCATE AT ALL LIGHTS. OVERLAP WITH HORIZONTAL AND VERTICAL BAR PLACEMENT NICHE INSTALL LIGHT FLUSH WITH INTERIOR. SHOTCRETE MUST BE CUT BACK AROUND NICHE FOR A UNIFORM PLASTER SEAL. APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BETWEEN NICHE AND SHOTCRETE BEFORE INTERIOR INSTALLATION NOTES: 1.WRAP FIXTURE WITH ENOUGH LIGHT CORD TO ALLOW PLACEMENT ON DECK FOR BULB REPLACEMENT. 2.ALL LIGHTS SHALL BE BONDED. 3.INSTALL LIGHT FLUSH WITH INTERIOR FINSIH. SHOTCRETE MUST BE CUT BACK AROUND NICHE FOR A UNIFORM SEAL. APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BETWEEN NICHE AND SHOTCRETE BEFORE INTERIOR INSTALLATION WATER LEVEL 4" M I N . 1" MIN. PVC LIGHT CONDUIT TO J-BOX 1-1/2" PIPE, PROVIDE 18" MIN. FOR LIGHT FITTING COMPRESSION FITTING FOR LIGHT PROVIDED W/ PRODUCT VA R I E S WALL ASSEMBLY - STUDS & FIRE RATE GYPSUM PER ARCHITECTURAL SHEETS FILL, VOID, CAVITY WITH FIRE-STOP SYSTEM. INSTALL TO COMPLETELY FILL THE ANNULAR SPACE BETWEEN THE PIPES AND GYPSUM WALLBOARD ON BOTH SIDES OF WALL SECTION FRONT VIEW NOTE: 1. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. 2. FILL VOID WITH FIRE-STOP SYSTEM SHALL BE EQUAL TO HOURLY FIRE RATED WALL ASSEMBLY FOR WHICH IT IS INSTALLED 3/ 4 " M I N - 1 - 1 / 4 " M A X . 4" 4" 578" NOTE: 1.SEE POOL PLAN KEYNOTES FOR CUP ANCHOR LOCATIONS. 2.BOND EACH ANCHOR TO POOL STRUCTURAL STEEL PER NEC. 3.INSTALL ANCHOR TO POOL SHELL USING NON-SHRINK GROUT. 4.SET ANCHOR FLUSH WITH TILE. DRAPE REBAR @ ANCHOR LOCATION WATER LINE TILE TOP OF POOL BEAM TILE FACECUP ANCHOR BONDING LUG CUT OUT SHOTCRETE FOR ANCHOR INSTALLATION. AFTER BONDING ANCHOR FILL VOID WITH HIGH STRENGTH NON-SHRINK GROUT. FRONT VIEW 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.503 SILVERROCK RESORT & RESIDENCES Scale: 3/4" = 1FT. DECK LEVEL EMERGENCY STOP (SCHEMATIC)4Scale: 1"= 1FT. MAIN DRAIN HSRV (SCHEMATIC)2 Scale: NOT TO SCALE TYPICAL PIPING TRENCH5 Scale: NTS BUILDING PIPE SLEEVING (SCHEMATIC)6 Scale: 3"= 1 FT. CUSTOM SKIMMER & AUTO FILL LIDS7 Scale: NTS DEPTH AND WARNING MARKERS9 Scale: 3" = 1FT. WATERLINE DEPTH AND WARNING MARKERS11Scale: 1-1/2" = 1' DECK DEPTH AND WARNING MARKERS10 Scale: NTS CONTINUOUS EDGE TILE (SECTION)12 Scale: NTS SPA JETS REMOTE AIR (LANDSCAPE)1 MONTAGE HOTEL AQUATIC DETAILS Scale: 3/4"= 1 FT. POOL BONDING DIAGRAM16Scale: 1"=1FT. POOL LIGHT (SECTION)13 Scale: 1-1/2"= 1 FT. SPA LIGHT (SECTION)14 Scale: 3/4"= 1 FT. BEACH ENTRY LIGHT (SCHEMATIC)15 Scale: NTS PLASTIC PIPE THROUGH FIRE RATED WALL3 Scale: 3" = 1' CUP ANCHOR (SECTION)8 Dec 09, 2020 01/26/2021 PER STRUCTURAL EQUAL FL A N G E PI P E Ø SHOTCRETE WALL OR FLOOR HEAT OR SOLVENT WELDED PVC FLANGE TO COUPLING PIPE SIZES FLANGE WIDTH 12" TO 3" 4" TO 6"1 12" 12" REMOVE STAKING 2"X4" 45-60 MIN. 1ST DAY AFTER SHOTCRETE PLACEMENT APPLY NEW SHOTECRETE WITH NOZZLE PERPENDICULAR TO RECEIVING SURFACE RECEIVING SURFACE SHALL (NOT) BE TOWELED AND LEFT ROUGH @ 30° - 45° ANGLE FOR 2ND DAY APPLICATION ℄ 2ND DAY OF SHOTCRETE PLACEMENT USE S.S. WIRE BRUSH TO REMOVE CONCRETE FROM ALL RE-BAR AFTER 1ST DAY PLACEMENT 2"X4" PLACED BEFORE SHOTCRETE PLACEMENT TO PROVIDE NICHE, PLACE AT START OF COVE ON POOL FLOOR NOTE: 1.PLACEMENT OF SHOTCRETE SHALL BE PER ACI 506R-90 GUIDE TO SHOTCRETE CHAPTER 5 - 5.7 JOINTS & 5.8 PROTECTION OF ADJACENT SURFACES (BEAM) INSTALL 2 EA. 12"X36" MIN. LONG SMOOTH 304 STAINLESS STEEL DOWELS @ 12" O.C. TYP. (BEAM) REINFORCING 58" STYROFOAM SEPARATION 11 " (BEAM/WALL/FLOOR) INSTALL THIOKOL 2282 CAULKING IN JOINT. WWW.POLYSPEC.COM (BEAM/WALL/FLOOR) INSTALL POLYPROPYLENE ROPE IN JOINT (FLOOR/WALL) INSTALL 12"X36" MIN. LONG SMOOTH 304 STAINLESS STEEL DOWELS @ 12" O.C. TYP. 5 8" 5 8" STYROFOAM SEPARATION 8" (FLOOR/WALL) INSTALL 4 ROWS @ JOINT OF 2"X2" TILE. DALTILE WHITE 3"3" 9" DIMENSIONS ARE TYPICAL FOR LENGTH OF JOINT 8" (FLOOR/WALL) INSTALL 12"X36" MIN. LONG SMOOTH 304 STAINLESS STEEL DOWELS @ 12" O.C. TYP. 8" 3'-0" 6" 5 8" #4 BARS @ 24" O.C. (1:4 BEND MAX.) LAP INTO POOL WALL 16" MIN. (2) #5 BARS CONTINUOUS8 " 5 8" STYROFOAM SEPARATION (FLOOR/WALL) GREENSTREAK PVC WATERSTOP #709 OR APPROVED EQUAL. #4 BAR @ 8" O.C.E.W. 7" M I N . 3" 1/2" INTERIOR FINISH 4000 PSI SHOTCRETE 1 8 " 1 8 " 8 " # 4 @ 8 " O . C . E . W . PORCELAIN WATERLINE TILE W/ FLEXIBLE THIN SET TILE MORTAR. INTERIOR FINISH SURFACE (WHITE) PER KEYNOTE NO SHRINK-CRACKS WILL BE ACCEPTED VARIES NON-SHRINK GROUT @ FITTING CUT-OUT 2 COATS OF WATER-PROOFING PER KEYNOTE J-BOX PER KEYNOTE COORDINATE # OF LIGHTS W/ J-BOX LOW VOLTAGE TRANSFORMER PER KEYNOTE COORDINATE FINAL LOCATION GFCI POWER CIRCUIT FROM POOL PANEL TIME CLOCK PER KEYNOTE, LOCATE IN EQUIPMENT ROOM, LIGHTS SHALL BE SET FOR OWNERS DESIRED OPERATION. TO POOL NICHE, COORDINATE # OF CONDUITS W/ # OF LIGHTS DISGUISE IN LANDSCAPE 6' M I N . F R O M P O O L E D G E 12 " M I N . A B O V E W . L . J-BOX PER KEYNOTE COORDINATE # OF LIGHTS W/ J-BOX LOW VOLTAGE TRANSFORMER PER KEYNOTE COORDINATE FINAL LOCATION 12 ' M I N . A B O V E P O O L E D G E GFCI POWER CIRCUIT FROM POOL PANEL TIME CLOCK PER KEYNOTE, LOCATE IN EQUIPMENT ROOM, LIGHTS SHALL BE SET FOR OWNERS DESIRED OPERATION. TO POOL NICHE, COORDINATE # OF CONDUITS W/ # OF LIGHTS DISGUISE IN LANDSCAPE WARNING NO LIFEGUARD ON DUTY - NO DIVING PERSON HAVING CURRENTLY ACTIVE DIARRHEA OR HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE POOL WATER NO ONE UNDER THE AGE OF 14 SHALL NOT ENTER THE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE POOL HOURS: 9AM-10PMIN CASE OF EMERGENCY DIAL:911 POOL CAPACITY: XXX HOTEL ADDRESS: XXXXXXXXXXXXXXXXXXXXXXXX NEAREST EMEGENCY SERVICE XXX-XXX-XXXX POOL AREA RULES FOR YOUR SAFETY, IT IS REQUIRED THAT YOU OBSERVEE FOLLOWING: ·REGISTERED GUESTS ONLY ·RUNNING OR HORSEPLAY PROHIBITED ·APPROPRIATE SWIM WEAR REQUIRED ·DIVING STRICTLY PROHIBITED ·GLASSWARE IS NOT PERMITTED WITHIN THE POOL AREA ·NOT PETS ALLOWED ·ONLY FLEXIBLE SWIM-AIDS ARE PERMITTED ·BE AWARE OF DEPTH MARKINGS AT ALL TIMES ·REPORT UNSAFE CONDITIONS OR VIOLATIONS TO MANAGEMENT IMMEDIATELY ·ALWAYS PRACTICE WATER SAFETY AND COURTESY ·SHOWER BEFORE ENTERING THE POOL ·CHILDREN WHO ARE NOT TOILET TRAINED MUST WEAR SWIM DIAPERS ·INDIVIDUALS ASSUME THE RISK FOR ANY INJURIES SUSTAINED WHILE USING THE POOL FACILITY AND WILL USE CAUTION IN THE POOL AREA ·ADA LIFT IS NOT A TOY KEEP POOL GATE CLOSED AT ALL TIMES WARNING! NO DIVING SHALLOW WATER INJURIES MAY RESULT POOL DECK SAFETY EQUIPMENT LOCATION ADA LIFT NOT A TOY WARNING NO LIFEGUARD ON DUTY - NO DIVING PERSON HAVING CURRENTLY ACTIVE DIARRHEA OR HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE SPA WATER NO ONE UNDER THE AGE OF 14 SHALL NOT ENTER THE SPA WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE SPA HOURS: 9AM-10PMIN CASE OF EMERGENCY DIAL:911 SPA CAPACITY: XXX HOTEL ADDRESS: XXXXXXXXXXXXXXXXXXXXXXXX NEAREST EMEGENCY SERVICE XXX-XXX-XXXX SPA AREA RULES FOR YOUR SAFETY, IT IS REQUIRED THAT YOU OBSERVEE FOLLOWING: ·REGISTERED GUESTS ONLY ·RUNNING OR HORSEPLAY PROHIBITED ·APPROPRIATE SWIM WEAR REQUIRED ·DIVING STRICTLY PROHIBITED ·GLASSWARE IS NOT PERMITTED WITHIN THE SPA AREA ·NOT PETS ALLOWED ·ONLY FLEXIBLE SWIM-AIDS ARE PERMITTED ·BE AWARE OF DEPTH MARKINGS AT ALL TIMES ·REPORT UNSAFE CONDITIONS OR VIOLATIONS TO MANAGEMENT IMMEDIATELY ·ALWAYS PRACTICE WATER SAFETY AND COURTESY ·SHOWER BEFORE ENTERING THE SPA ·CHILDREN WHO ARE NOT TOILET TRAINED MUST WEAR SWIM DIAPERS ·INDIVIDUALS ASSUME THE RISK FOR ANY INJURIES SUSTAINED WHILE USING THE POOL FACILITY AND WILL USE CAUTION IN THE POOL AREA ·ADA LIFT IS NOT A TOY EMERGENCY SHUT-OFF SWITCH & 15 MIN. TIMER SPA WARNING ELDERLY PERSONS, PREGNANT WOMEN, INFANTS, AND THOSE WITH HEALTH CONDITIONS REQUIRING MEDICAL CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE ENTERING THE SPA. UNSUPERVISED USE BY CHILDREN UNDER THE AGE OF 14 IS PROHIBITED. WITHOUT AN ADULT. HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS, DRUGS, OR MEDICINES MAY LEAD TO SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED. DO NOT USE ALONE. LONG EXPOSURE MAY RESULT IN HYPOTHERMIA, NAUSEA, DIZZINESS, OR FAINTING. WARNING! NO DIVING SHALLOW WATER INJURIES MAY RESULT NOTE: COORDINATE THIS LOCATION WITH ARCHITECT & CIVIL ENGINEER 8'-0" PIPING PER PLUMBING PLANS - SLOPE @ 1% MIN. SLOPE TOP SOIL FILL WITH GRAVEL DRYWELL 8'X8'X4' FILTER FABRIC 4' - 0 " CO O R D I N A T E 1" PVC TEE, BYPASS FROM AUTOMATIC FILL (PVB PROTECTED) 1' M I N 1" PVC FILL TO POOL DECK FILLED LID GRAVEL (DRAINAGE) 1" PVC BALL VALVE DECK LEVEL 8" SCH 80 PVC PIPE 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.504 SILVERROCK RESORT & RESIDENCES Scale: 3"= 1 FT. CONCRETE PIPE FLANGES (SECTION)6Scale: NTS SHOTCRETE PLACEMENT5 MONTAGE HOTEL AQUATIC DETAILS Scale: 1 1/2"=1' POOL JOINT @ BEAM (PLAN) 3 Scale: 1 1/2"=1' TYPICAL FLOOR DETAIL (SECTION)4Scale: 1 1/2"=1' POOL JOINT @ FLOOR (SECTION)2Scale: 1 1/2"=1' POOL JOINT @ BREAK (SECTION)1 Scale: NTS CONCRETE TEST PANEL (ISO)7 Scale: N.T.S. AQUATIC FINISHES (SCHEMATIC)8 Scale: 3/4"= 1 FT. LANDSCAPE J-BOXES (SCHEMATIC)10Scale: 3/4"= 1 FT. LANDSCAPE J-BOXES (SCHEMATIC)9 Scale: 3/4"= 1 FT. POOL & SPA SIGNS (SCHEMATIC)13 SIGNAGE NOTES: 1.18" THICK PAINTED ALUMINUM BACKER PANEL. 2.SILKSCREENED COPY/GRAPHICS WITH SATIN CLEAR COAT. 3.14" THICK PAINTED ALUMINUM FACE PANEL WITH SILKSCREENED COPY/GRAPHICS. ATTACH TO 18" THICK PAINTED ALUMINUM BACKER PANEL USING 'VHB' TAPE AND SILICONE ADHESIVE. 4. 2" WIDE x 12" THICK PAINTED ALUMINUM SIGN FRAME ADHERED TO 1 8" THICK PAINTED ALUMINUM BACKER USING 'LORDS' ADHESIVE AS REQUIRED. VERTICAL SECTIONS OF FRAME TO BE RECTANGULAR TUBE. FILL AND SAND SEAM ALONG EDGE AND FACE PRIOR TO PAINTING. NOTES: 1.COORDINATE SIGNAGE PLACEMENT AND COLOR SCHEME WITH ARCHITECT/OWNER PRIOR TO INSTALLATION. 2.CONTRACTOR TO PROVIDE SHOP DRAWINGS OF PROPOSED SIGNAGE FOR REVIEW. REQUIRED SIGNAGE: 1.ALL SIGNS SHALL HAVE CLEARLY LEGIBLE LETTERS OR NUMBERS NOT LESS THAN 4 INCHES HIGH, UNLESS OTHERWISE NOTED; AFFIXED TO A WALL, POLE, GATE, OR SIMILAR PERMANENT STRUCTURE IN A LOCATION VISIBLE TO ALL POOL USERS. 1.A.POOL USER CAPACITY SIGN: A SIGN SHALL INDICATE THE MAXIMUM NUMBER OF POOL USERS PERMITTED FOR EACH POOL. 1.B.NO DIVING SIGN: SIGNS SHALL BE POSTED IN CONSPICUOUS PLACES AND SHALL STATE 'NO DIVING' AT POOLS WITH A MAXIMUM WATER DEPTH OF 6 FEET OR LESS. 1.C.NO LIFEGUARD SIGN: WHERE NO LIFEGUARD SERVICE IS PROVIDED, A WARNING SIGN SHALL BE POSTED STATING, "WARNING: NO LIFEGUARD ON DUTY." THE SIGN ALSO SHALL STATE IN LETTERS AT LEAST 1 INCH HIGH, "CHILDREN UNDER THE AGE OF 14 SHALL NOT USE POOL WITHOUT A PARENT OR ADULT GUARDIAN IN ATTENDANCE," 1.D.ARTIFICIAL RESPIRATION AND CPR SIGN: AN ILLUSTRATED DIAGRAM WITH TEXT AT LEAST 1/4 INCH HIGH OF ARTIFICIAL RESPIRATION AND CPR PROCEDURES SHALL BE POSTED. 1.E.EMERGENCY SIGN: THE EMERGENCY TELEPHONE NUMBER 911, THE NUMBER OF THE NEAREST EMERGENCY SERVICES AND THE NAME AND STREET ADDRESS OF THE POOL FACILITY SHALL BE POSTED. 1.F.WARNING SIGN FOR A SPA POOL: A WARNING SIGN FOR THE SPA POOLS SHALL BE POSTED STATING "CAUTION" AND SHALL INCLUDE THE FOLLOWING LANGUAGE IN LETTERS AT LEAST 1 INCH HIGH: 1.F.1.ELDERLY PERSONS, PREGNANT WOMEN, INFANT, AND THOSE WITH HEALTH CONDITIONS REQUIRING MEDICAL CARE SHOULD CONSULT WITH A PHYSICIAN BEFORE ENTERING THE SPA. 1.F.2.UNSUPERVISED USE BY CHILDREN UNDER THE AGE OF 14 IS PROHIBITED. 1.F.3.HOT WATER IMMERSION WHILE UNDER THE INFLUENCE OF ALCOHOL, NARCOTICS, DRUGS, OR MEDICINES MAY LEAD TO SERIOUS CONSEQUENCES AND IS NOT RECOMMENDED. 1.F.4.DO NOT USE ALONE. 1.F.5.LONG EXPOSURE MAY RESULT IN HYPERTHERMIA, NAUSEA, DIZZINESS, OR FAINTING. 1.G.EMERGENCY SHUT OFF: IN LETTERS AT LEAST ONE INCH HIGH A SIGN SHALL BE POSTED AT THE SPA EMERGENCY SHUT OFF SWITCH STATING "EMERGENCY SHUT OFF SWITCH". 1.H.NO USE AFTER DARK: WHERE POOLS WERE CONSTRUCTED FOR WHICH LIGHTING WAS NOT REQUIRED A SIGN SHALL BE POSTED AT EACH POOL ENTRANCE ON THE OUTSIDE OF THE GATE(S) STATING, "NO USE OF POOL ALLOWED AFTER DARK". 1.I.KEEP CLOSED: A SIGN SHALL BE POSTED ON THE EXTERIOR SIDE OF GATES AND DOORS LEADING INTO THE POOL ENCLOSURE AREA STATING, "KEEP CLOSED". 1.J.DIARRHEA: A SIGN IN LETTERS AT LEAST ONE INCH HIGH AND IN A LANGUAGE OR DIAGRAM THAT IS CLEARLY STATED SHALL BE POSTED AT THE ENTRANCE AREA OF A PUBLIC POOL WHICH STATES THAT PERSONS HAVING CURRENTLY ACTIVE DIARRHEA OR WHO HAVE HAD ACTIVE DIARRHEA WITHIN THE PREVIOUS 14 DAYS SHALL NOT BE ALLOWED TO ENTER THE POOL WATER. 1.K.FLOW SIGNAGE AND LABELS. 1.L.THE DIRECTION OF FLOW FOR THE RECIRCULATION EQUIPMENT SHALL BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS SUCH AS ARROWS ON ALL PIPING IN THE EQUIPMENT AREA. 1.M.WHERE THE RECIRCULATION EQUIPMENT FOR MORE THAN ONE POOL IS LOCATED ON SITE, THE EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVICES. 1.N.VALVES AND PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS. POOL SIGNS SPA SIGNS Scale: 1" = 1' FILTER BACKWASH DRYWELL11 Scale: NTS MANUAL FILL BYPASS12 Dec 09, 2020 01/26/2021 WALL MOUNTED WATER LEVEL SENSOR PER SPECIFICATIONS BOND TO GRID SET WATER LEVEL BASED ON FOUNTAIN SECTIONS 4" MIN. PROVIDE 1.5" COUPLER FINISH FLUSH WITH INTERIOR AT FOUNTAIN END OF FILL LINE TO FOUNTAINS. SEE PLANS FOR ORIGINATION OF LINE. BEAM PER FOUNTAIN SECTIONS NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTESNOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES LOOP/TRUNK LINE SIZE PER PLUMBING PLAN 1-1/2" TYPICAL FROM LOOP TO INLET APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BETWEEN PVC AND SHOTCRETE BEFORE GROUT. CUT-OUT NOTCH & FILL W/ HIGH STRENTH, NON FERROUS NON SHRINK GROUT SET INLET FLUSH WITH INTERIOR FINISH FLOOR, OPEN EACH OUTLET 1/2 TURN AT FOUNTAIN START-UP. THEN ADJUST OPEN OR CLOSED 1/4 TURN FOR UNIFORM FLOW OF SYSTEMINTERIOR EBJ SERIES UNDERWATER J-BOX PER SPEC EPA SERIES STUB-UP CONDUIT TO LIGHT CONTROLLER LIGHT CABLE 1'-2" 612" ENCASE ENTIRE SKIMMER IN SHOTCRETE SEE: PIPING PLAN 2-1/2" PVC FINISH DECK & THICKNESS BY OTHERS WATERWAY RENEGADE SKIMMER, SET SKIMMERS TO EXACT SAME ELEVATION SQUARE LID, SEE: HS SP.503 DETAIL 7 MAIN DRAIN CONNECTION (12'-8") (8 ' - 8 " ) (6 ' - 0 " ) CONNECT TO LOWER BASIN NOTE: BASE SHALL PROVIDE A STABLE FRAME TO RECEIVE THE TILE. PROVIDE SHOP DRAWINGS OF FINAL FRAMEWORK CONFIGURATION BY FABRICATION COMPANY 1 1 - 5 / 8 " 3 5 - 5 / 8 " 1 2 " FLUSH MOUNTED S.S. ATTACHMENT EXPANDED METAL FOR TILE SETTING BED LIGHT CABLE PE R S E C T I O N ;IGHT PER KEYNOTE 10" 9" INLET LOOP PER PLUMBING PLAN INTERIOR CUSTOM S.S. SUMP INET COVER WITH TILE INSET CONTRACTOR TO PROVIDE SHOP DRAWING) SEE DETAIL #10 36" MIN.VGB CERTIFIED DRAIN SEE: PLUMBING PLAN FOR PIPE SIZES, CENTER TEE FITTING BETWEEN MAIN DRAINSNOTE: 1.STUB OUT & CAP PIPE FOR HYDROSTATIC TEST TO 50 PSI FOR 30 MIN. KEEP A MIN. OF 25 PSI ON SYSTEM UNTIL AFTER DECKING PHASE. RING OF AQUABOND 224 G.P.M. (WALL) 10.4 SQ.IN. OPENING OUTLET COVER COMPLIES WITH NSF 50/ASME/ANSI A112.19.8a-2008 AND ASTM G154 UV TESTING V.G.B. 2011 COMPLIANT 6" SUCTION OUTLET COVER GRATE 36" MIN.LAWSON AQUATIC 9" SUPER-SUMP VGB CERTIFIED SEE: PLUMBING PLAN FOR PIPE SIZES, CENTER TEE FITTING BETWEEN MAIN DRAINS APPLY A RING OF AQUA BOND UW-5000 AT SHOTCRETE TO SUMP CONNECTION BEFORE INTERIOR INSTALLATION. MANIFOLD BETWEEN SUMPS MUST MATCH THE TRUNK SIZE 12 " 8" SEE SOIL REPORT FOR PREPARATION UNDER POOL NOTE: 1.STUB OUT & CAP PIPE FOR HYDROSTATIC TEST TO 50 PSI FOR 30 MIN. KEEP A MIN. OF 25 PSI ON SYSTEM UNTIL AFTER DECKING PHASE. 2.WET MIX SHOTCRETE SHALL BE VIBRATED AROUND MAIN DRAIN SUMP AND M.D. SUCTION PIPING FOR CONSOLIDATION AROUND FITTING AND PIPE. CAP PORT 3' MINIMUM 3' MINIMUM SEE: PLUMBING KEYNOTES FOR PIPES SIZES, CENTER TEE FITTING BETWEEN MAIN DRAINS MANIFOLD BETWEEN SUMPS TO MATCH TRUNK SIZE - SEE PLUMBING KEYNOTES 224 G.P.M. (WALL) 10.4 SQ.IN. OPENING OUTLET COVER COMPLIES WITH NSF 50/ASME/ANSI A112.19.8a-2008 AND ASTM G154 UV TESTING V.G.B. 2011 COMPLIANT 6" SUCTION OUTLET COVER GRATE WATER LEVEL 10" DECK FILLED SQ. LID VACUUM BREAKER PER KEYNOTE. LEAVE OPEN TO ATMOSPHERE RISER ONE SIZE LARGE THAN V.B. THREAD INTO TOP OF PIPE LOOP INSTALL SUPPLY LOOP ABOVE WATER LEVEL IN BASIN ASSOCIATED WITH SUPPLY LINE CUT BACK SHOTCRETE FLUSH MOUNT WITH HIGH STRENGTH, NONFERROUS, NON-SHRINK GROUT APPLY A RING OF AQUA BOND UW-5000 AS WATER STOP BEFORE GROUT. 2 " SCH 80 TO 40 TRANSITION FITTING 612"278" PLAN VIEW 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.505 SILVERROCK RESORT & RESIDENCES MONTAGE HOTEL AQUATIC DETAILS Scale: 1"= 1FT. SENSOR & FILL LINE (SECTION)9 Scale: 1-1/2"= 1FT. FLOOR INLET (SECTION)5 Scale: 1-1/2"= 1 FT. UNDERWATER LIGHT J-BOX (SECTION)12 Scale: 1"= 1FT. (F-3.1 & F-3.2) MAIN DRAIN & SKIMMER4 Scale: NTS (F-1) WATER FEATURE EQUIPMENT VAULT (SCHEMATIC)13 SPEC'S NOT PROVIDED BY EOR. PROVIDED BY OTHERS. SHEET NOTES THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO EOR/AOR/LA FOR REVIEW AND APPROVAL FOR COORDINATION ONLY - CONTACT VAK PAK FOR FINAL VAULT DESIGN SHOP DRAWINGS Scale: 1" = 1FT. GRAVITY FITTING (SECTION)7 Scale: 1"= 1FT. CUSTOM SUMP INLET COVER (SECTION)10 Scale: 1-1/2" = 1FT. LED FOUNTAIN - WHITE LIGHT (SECTION)11 Scale: 1-1/2"= 1FT. SUMP INLET (SECTION)6 Scale: 1"= 1FT. CIRCULATION MAIN DRAIN (SECTION)1 Scale: 1"= 1FT. BOOSTER MAIN DRAIN (SECTION)3Scale: 1"= 1FT. BOOSTER MAIN DRAIN (SECTION)2 Scale: 3/4"= 1FT. VACUUM BRAKER (SCHEMATIC)8 DETAIL REMOVED 1 Dec 09, 2020 01/26/2021 STAINLESS STEEL ANCHOR BOLTS POOL PIPE SIZE AND SPEC PER PLUMBING PLAN STAINLESS STEEL PIPE CLAMPS GALVANIZED STEEL UNI-STRUT PVC SLEEVE ALL CHEMICAL TUBING AS NEEDED 38" CHEMICAL TUBING NOTE: 1.PIPING & CHEMICAL TUBING COMPONENTS SHALL BE SEISMICALLY BRACED. 2.PIPING & TUBING SHALL BE IDENTIFIED TO INDICATE THE MATERIAL CONVEYED. 3/8" O.D. TUBING SAMPLE OUTLET (CONNECT TO POINT AFTER FILTER BACKWASH VALVE BEFORE CHEMICAL INJECTION POINT) Pr o M i n e n t CONDUIT & POWER WIRE TO CONTROL pH FEED POWER TO pH FEED PUMP ORP FEED POWER TO CHLORINE FEED PUMP 3/8" O.D. TUBING SAMPLE INLET (CONNECT TO POINT AFTER FILTER BEFORE HEATER AND SANITATION EQUIPMENT) 20 AMP, 120V, SEPARATE CIRCUIT TERMINATE IN GANG BOX (GFCI) NOTE: 1.CONSULT MANUFACTURER'S INSTRUCTIONS AND INSTALLATION MANUAL BEFORE INSTALLATION. 2.PANEL NOT DRAWN TO SCALE 3.PROVIDE PRICE FOR WIFI OR HARDWIRE CONNECTION AVAILABLE UNIT MANUAL TEST SAMPLE STREAM CONTROLLER 1" PVC SLEEVE FOR TUBING, SECURE TO WALL, SEE: 503 DETAIL 4 3 8" CHEMICAL TUBING CIRCUIT FROM CHEMISTRY CONTROLLER CHEMICAL TANK PER KEYNOTE EQUIPMENT ROOM FLOOR WEIGHTED SUCTION LINE & STRAINER 3" TAP INJECTION CHECK VALVE INTO POOL SUPPLY SYSTEM AFTER HEATER CHEMICAL PUMPS PER KEYNOTE CIRCUIT FROM CHEMISTRY CONTROLLER SECURING CHAIN OWNER TO PROVIDE ACID FUME SCRUBBER ON ACID TANK - PROMINENT FLUID CONTROLS 3 4" NPT - #P/N 7747090 FLOW PVC UV CHAMBER FROM FILTERS CLEARANCE REQUIRED ABOVE CHAMBER PER MODEL NUMBER NOTE: CONTRACTOR SHALL SUPPLY CIRCUIT FOR UV SYSTEM PER O & M BYPASS VALVE CONTROL BOX STRAINER SPOOL 100% FLOW THROUGH SYSTEM STRUT SUPPORT, WITH 316L HARDWARE POWER CORDS TO LAMPS PRESSURE SWITCH- TAP INTO PUMP DISCHARGE BEFORE FILTER ISOLATION VALVES INLET SIDE OF PUMP BOOSTER PUMP PER KEYNOTE BOILER SPECIFICATION PER KEYNOTE CONDENSATION DRAIN POINTS CHECK VALVE 4" HIGH HOUSEKEEPING PAD BOILER CONDENSATION DRAIN PER MEP SHEETS ELECTRICAL JUNCTION BOX CONNECTION, SEE: ELECTRICAL SHEETS FOR CIRCUIT & STARTER/DISCONNECT NOTE: 1.CONSULT INSTALLATION INSTRUCTIONS BEFORE INSTALLATION. MATCH TO CONNECTION SIZE ON BOILERCPVC PVC PER BOILER NOTES EQUIPMENT ROOM FLOOR STAINLESS STEEL BOILER INTAKE, SEE 131149, COORDINATE ROOF PENETRATION W/ ARCHITECT STAINLESS STEEL BOILER VENTING GAS CONNECTION PER PLUMBING PLANS, SEE ADDITIONAL BOILER NOTES ON SP-0.00 PRESSURE & TEMP GAUGES ON INLET/OULET OF PIPE SEE PLAN VIEW OF EQUIPMENT ROOM FOR FLOW METER LOCATION ON DISCHARGE SIDE OF PUMP MATCH CONNECTION SIZE BUTTERFLY VALVE CEILING CLEARANCE @ 10'3" A.F.F. 10X PIPE DIA. MIN.4X PIPE DIA. MIN. FLOW STRAIGHT PIPE LENGTH FLOW STRAIGHT PIPE LENGTH NOT REQUIRED NOT REQUIRED FLOW FLOW NOTE: USE FLOVIS FOR ANY PIPE @ 2-2/12" NOTE: USE BLUE/WHITE FOR ANY PIPE ABOVE 3" NOT REQUIRED NOT REQUIRED FLOW FLOW NOTE: USE 4" FLOW VIS FOR SLIDE POOL FLOW METER POOL EQUIPMENT FILTER WITH WATER (MAXIMUM WEIGHT = 1050 LBS)INSTALLED PER MANUFACTURES INSTRUCTIONS 6" MINIMUM THICKNESS HOUSE KEEPING PAD 24" MINIMUM SPACING 4' 3 " M A X I M U M T A N K H E I G H T FOUR (4) TREADED ANCHORS WITH S.S. NUTS AND WASHER ATTACHED TO THE EXPANDED GRATING CUSTOM SUPPORT RACK NEW CIRCULATION PUMP PER KEYNOTE DISCHARGE TO FILTER PUMP 1" BALL VALVE (EPDM SEAL) 1" POOL WATER LEVEL DRAIN BYPASS TO BACKWASH RISER, PROVIDE AIR GAP (NOT SHOWN ON EQUIPMENT PLAN) 4" 4" SIMPSON STRONG BOLT (4),-1/2" DIA. +/- WEDGE ANCHORS WITH WASHERS OR EQUAL SIMPSON STRONG BOLT (4),-1/2" DIA. +/- WEDGE ANCHORS WITH WASHERS OR EQUAL 1/2" TUBING WITH 4" LOOP FROM TOP TO BOTTOM CONDENSATE DRAIN BOOT TEE BOILER FLOOR DRAIN PER PLUMBING PLANS CONDENSATE NEUTRALIZATION SYSTEM SECURE TO FLOOR OR HOUSEKEEPING PAD BOILER EXHAUST 4" HOUSEKEEPING PAD SLOP E WEIGHTED SUCTION LINE & STRAINER, PLACE 3" MIN. FROM TANK FLOOR CIRCUIT FROM CHEMISTRY CONTROLLER (2) 3 8" TUBING CHEMICAL TUBING RUN THROUGH WALL WITH SLEEVE TO EQUIPMENT ROOM CHEMICAL TUBING SLEEVE, SEE: SP-506 DETAIL 2 TAP INTO COUPLING OR FLANGE AFTER LAST VALVE POOL OR SPA SUPPLY SYSTEM, SEE: DETAIL 7 & 8 INSIDE WALL OF EQUIPMENT ROOMINSIDE WALL OF EQUIPMENT ROOM CHEMICAL EQUIPMENT ENCLOSURE CHEMICAL TANK CHLORINE CHEMICAL PUMPS, SEE: KEYNOTES AND EQUIPMENT ROOM PLAN FOR LOCATION PUMP MOUNTS PER MANUFACTURER EXPANSION ANCHORS 12" O.D. PVC TUBING 12" FRP MOUNT STRUT 12" O.D. TUBING VENT ACID TANK PER KEYNOTE ACID FUME SCRUBBER CO O R D I N A T E NOTE: 1.CONSULT MANUFACTURER'S INSTRUCTIONS BEFORE INSTALLATION. 2.ALL PIPING SHALL BE SCH. 80 PVC THREADED WITH EPDM SEALS UNLESS OTHERWISE REQUIRED BY COMPONETS. 3 4" MNPT CONNECTION INSTALLING CONTRACTOR TO PROVIDE APPROVED AIR INLET CAP PER MANUFACTURERS INSTALLATION REQUIREMENTS 6" MAX NOTE: DETAIL IS FOR COORDINATION ONLY FINAL DESIGN PER MECHANICAL ENGINEER LOCATION OF A ROOFTOP AIR INLET AND VENT CAPS  THE POINT OF TERMINATION FOR THE COMBUSTION AIR INLET CAP MUST BE AT LEAST 3 FEET (0.91M) BELOW THE POINT OF FLUE GAS TERMINATION (VENT CAP) IF IT IS LOCATED WITHIN A 5 FOOT (1.5M) RADIUS OF THE FLUE OUTLET. USE CARE TO ENSURE THAT THE 90° ELBOW ASSEMBLY IS PROPERLY INSTALLED ON THE AIR INLET PIPE.  THE TERMINATION POINT OF THE COMBUSTION AIR INLET CAP MUST BE INSTALLED AT LEAST 3 FEET (0.91M) ABOVE THE ROOFTOP AND ABOVE NORMAL SNOW LEVELS.  THE VENT CAP ASSEMBLY MUST BE LISTED BY NATIONALLY RECOGNIZED AGENCIES.  COMBUSTION AIR SUPPLIED FROM OUTDOORS MUST BE FREE OF CONTAMINANTS. TO PREVENT RECIRCULATION OF FLUE PRODUCTS IN TO THE COMBUSTION AIR INLET, FOLLOW ALL INSTRUCTIONS IN THIS SECTION.  INCORRECT INSTALLATION AND/OR LOCATION OF THE AIR INLET CAP CAN ALLOW FLUE PRODUCTS TO BE DRAWN BACK INTO THE APPLIANCE. THIS CAN RESULT IN INCOMPLETE COMBUSTION AND POTENTIALLY HAZARDOUS LEVELS OF CARBON MONOXIDE IN THE FLUE PRODUCTS. THIS WILL CAUSE OPERATIONAL PROBLEMS WITH THE APPLIANCE AND IF LEFT UNCORRECTED, WILL 1/4” X 1-3/4” S.S. TAPCONBOLT & WASHER (FIELD SUPPLIED)NOTE: USE HOLE CLOSEST TO UNIT WITH WASHER OVERLAPPING EDGE OF HEATER 3' - 6 " POOL SYSTEM 34" OR 1" PVC SLEEVE FOR TUBING, SECURE TO WALL AS NEEDED TAP INJECTION CHECK VALVE INTO SUPPLY SYSTEM AFTER ALL EQUIPMENT. 120V. 15 AMP MIN. CIRCUIT DAISY CHAIN OUTLETS AT 3" MINIMUM ON CENTER (1) LOW VOLTAGE TRANSFORMER CONNECTION PER CHEMICAL PUMP EQUIPMENT FFE WEIGHTED SUCTION LINE & STRAINER SPA SYSTEM SPA SYSTEM POOL SYSTEM 30 GALLON REVIVEPRO ® ECON-T 120V CHEMICAL PUMP WITH LOW VOLTAGE TRANSFORMER, TWO EACH BODY OF WATER PULSA FEEDER MIXER MONOFILAMENT LINE WITH 14 OZ. LEAD WEIGHT CONTINUE CIRCUIT THROUGH POOL TIME CLOCK TO OUTLET INTERMATIC TIME CLOCK 35 GAL. PULSA TANK 1 8 " M I N . 1 8 " M I N . P E R T A N K C H E M I C A L T A N K S E P A R A T I O N P A R T I O T N NOTE: PARTITION MUST BE CONSTRUCTED OF NON-COMBUSTABLE MATERIALS COVED WITH FIRE RESISTANT DRYWALL. THE PARTITION CAN ATTACHED TO THE SLAB WITH CONCRETE ANCHOR BOLT WITH A 4" MINIMUM EMBEDMENT. COVER EDGES WITH STAINLESS STEEL FLASHING P E R T A N K SIMPSON STRONG BOLT (4),-1/2" DIA. +/- WEDGE ANCHORS WITH WASHERS OR EQUAL 1' - 0 " BUTTERFLY VALVE CHECK VALVE STRAINER BUTTERFLY VALVE 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.506 Scale: NTS POOL PIPE MOUNTING (SCHEMATIC)4Scale: NTS CHEMISTRY CONTROLLER1 Scale: 3/4"= 1 FT. CHLORINE & pH SYSTEM (SCHEMATIC)3 Scale: NTS HEATER INTAKE & VENTING (SCHEMATIC)8 Scale: NTS SECONDARY SANITIZER (SCHEMATIC)9 Scale: NTS FLOW METER PLACEMENTS11 Scale: NTS POOL HEATER (SCHEMATIC)5 Scale: 3/4"= 1 FT. FILTER ANCHOR (SECTION)15Scale: NTS PUMP MOUNTING & HARDWARE13 SILVERROCK RESORT & RESIDENCES MONTAGE HOTEL AQUATIC DETAILS Scale: NTS HEATER DRAIN (SCHEMATIC)6 Scale: NTS CHEMICAL PUMP (SCHEMATIC)2 CHEM PUMP MOUNTING PER MANF. Scale: NTS ACID FUME SCRUBBER16 Scale: NTS HEATER ANCHORS (SECTION)7 Scale: NTS SECONDARY SANITIZER (SCHEMATIC)10 Scale: NTS POOL CHEMICAL SEPERATION WALL12 Scale: NTS 20HP PUMP MOUNTING & HARDWARE14 Dec 09, 2020 01/26/2021 COMMON NAME CHEMICAL NAME % COMP.CAS #FORM QUANT. STORED OPEN/CLOSED SYSTEM STORAGE HAZ. CLASS SIGNS SODIUM HYPOCHLORITE 7681-52-9 SOLID 120 GAL.80 GAL.CHEM. ROOM IRRITANT MSDSSODIUM HYPOCHLORITE 12.5% MURIATIC ACID 7647-01-0 LIQUID NOTE: QUANTITIES OF CHEMICALS DO NOT EXCEED THE QUANTITIES LISTED IN IBC TABLES 307.1 (1) & 307.1 (2) 30 GAL.CORROSIVEHYDROCHLORIC ACID 25%CHEM. ROOM MSDS40 GAL. CHEMICALS RATING EXPLANATION GUIDE 4 3 2 1 0 RATING HEALTH HAZARD FLAMMABILITY HAZARD REACTIVITY HAZARD NOTE: 1.CONFORM SIGNAGE WITH LOCAL FIRE MARSHALL AND/OR BUILDING CODES PRIOR TO INSTALLATION SIGNS SHALL CONFORM TO NFPA 704. 2.SIGNS SHALL BE SIZED AND COLORED PER CODE & MOUNTED @ 60" ABOVE DOOR IN CHEMICAL ROOM. HEALTH HAZARD (BLUE) FLAMMABILITY HAZARD (RED) REACTIVITY HAZARD (YELLOW) SPECIFIC HAZARD (WHITE) LEGEND CAN BE LETHAL CAN CAUSE SERIOUS OR PERMANENT INJURY CAN CAUSE TEMPORARY INCAPACITATION OR RESIDUAL INJURY NO HAZARD CAN CAUSE SIGNIFICANT IRRITATION WILL NOT BURN STABLE IGNITES AT ABOVE 200° F IGNITES AT ABOVE 100°F, BELOW 200° F IGNITIES AT ABOVE 73° F, BELOW 100° F EXTREMELY IGNITIES 73° F, BELOW 100° F MAY EXPLODE AT NORMAL TEMPERATURES & PRESSURES MAY EXPLODE AT HIGH TEMPERATURES OR SHOCK VIOLENT CHEMICAL CHANGE AT HIGH TEMPERATURES OR PRESSURES NORMALLY STABLE, HIGH TEMPERATURES MAKE UNSTABLE TRI-CHLOR 87-90-1 SOLID 15 LBS.CHEM. ROOM IRRITANT MSDSTRICHLORO ISOCYANURIC ACID 98.0%30 LBS. 5' - 6 " VFD BY H2FLOW NOTES: 1.VERIFY ALL ELECTRICAL UNIT DIMENSIONS BEFORE SUPPORT SYSTEM IS CONSTRUCTED. 2.SET FLOW RATE OF EACH PUMP FOR THE BOTH DESIGN FLOW AND MINIMUM TURNOVER RATE BASED ON SHEET SP-001. 3.SET BACKWASH OPTION TO XX GPM FOR INDIVIDUAL FILTER BACKWASH 4. USE H2FLOW "FLOVIS" FLOW METER FOR VFD ADJUSTMENT. UNI-STRUT SUPPORT OR MOUNT TO WALL F.F.E. OF EQUIPMENT ROOM VFD BY-PASS AND CONTROL MOUNT ABOVE OR ON SIDE OF VFD FOR BEST FIT. 1-1/4" WASTE EYE/FACE WASH W/ HAND CONTROL 44" S.S. PULL ROD SHOWER HEAD 1-1/4" ALT. SUPPLY PLUGED 82 ' - 3 / 4 " 46 ' - 1 / 2 " 36 " M A X . 18" MIN. TO WALL 12-7/8" 1- 1 / 4 " 27 " M I N . 6- 3 / 4 " 62 " STRAINER FLOOR FRONT ELEVATION SIDE ELEVATION 28 - 3 / 4 " 1-1/4" IPS SUPPLY 36" MIN. TO WALL 31" PIPE CLAMP CO O R D I N A T E I N F I E L D STRUCTURAL DECK ABOVECONCRETE ANCHOR PIPE SIZE VARIES NOTE: 1.DETAIL IS FOR COORDINATION ONLY, CONTRACTOR TO SUBMIT DESIGN. 2.CONTRACTOR TO SUBMIT DESIGN LOAD SIZING PER FINAL LAYOUT. 3.THE PIPE OR CONDUIT LOADS ON THE TRAPEZE SYSTEM SHOULD BE RELATIVELY UNIFORM AND SYMMETRICAL ALONG THE LENGTH OF THE MEMBER. 4.REFER TO COVER SHEET FOR SUPPORT SPACING 12" LATERAL BRACE COORDINATE FINAL TRAPEZE LENGTH 3- 1 / 2 " 12" Ø EXPANSION BOLT ANCHOR ADJUSTABLE HINGLE HHCS 12" X 5 16" W/ P1010 NUT ROD SIZE AS REQUIRED CLEVIS HANGER LONGITUDINAL & LATERAL BRACE36 " M I N . 6" AIR GAPBACKWASH LINES FROM CIRCULATION FILTERS S.S. UNI-STRUT BRACING PROVIDE 2 COATS OF WATERPROOFING ON TANK INTERIOR (THOROSEAL) TANK DRAIN TO SANITARY OR APPROVED DISPOSAL SYSTEM PER MEP SHEETS F.F.E. 600 GALLON CMU BACKWASH TANK BACKWASH TANK WALL REINFORCEMENT COORDINATE WITH BUILDING STRUCTURAL ENGINEER DRAIN COVER 8" NOTE: ARCHITECT TO PROVIDE (FRP) FIBER REINFORCED PANELS WALL AT WASH DOWN BASIN TO ACHIEVE OPTIMAL WALL PROTECTION, THE FRP WALL PANELS MUST FULLY BOND TO THE WALL'S SURFACE. VOIDS BETWEEN THE FRP AND THE WALL SURFACE WILL NOT BE ACCEPTED CLEANING NOTES: 1.REMOVE THE CARTRIDGE FROM THE FILTER HOUSING FOLLOWING THE MANUFACTURE’S INSTRUCTIONS. 2.USE A GARDEN HOSE WITH A STRAIGHT FLOW NOZZLE TO WASH DOWN THE FILTER ELEMENT. WORK FROM THE TOP DOWN, HOLDING THE NOZZLE AT A 45 DEGREE ANGLE, AND WASH ALL THE PLEATS WITH EMPHASIS BETWEEN PLEATS. 3.RINSE UNTIL ALL DIRT AND DEBRIS IS GONE. 4.FOR ALL CARTRIDGES AND ELEMENTS USED IN SWIMMING POOLS WHERE PERSPIRATION, SUNTAN LOTIONS, AND OTHER OILS ARE PRESENT, SOAK THE ELEMENT FOR AT LEAST ONE HOUR (OVER NIGHT IS MORE EFFECTIVE) IN (1) A COMMERCIAL FILTER CLEANER; OR (2) ONE CUP TRISODIUM PHOSPHATE (TSP) TO FIVE GALLONS WATER; OR (3) ONCE CUP DISHWASHER DETERGENT TO FIVE GALLONS OF WATER. 5.RINSE THE CARTRIDGE AGAIN TO REMOVE OILS AND CLEANING SOLUTION. 6.IF THE FILTER HAS A COATING OF ALGAE, CALCIUM CARBONATE (RESIDUE FROM CALCIUM HYPOCHLORITE), IRON, OR OTHER MINERALS, SOAK THE CARTRIDGE IN A SOLUTION OF ONE PART MURIATIC ACID TO TWENTY PARTS WATER UNTIL ALL BUBBLING STOPS. WARNING: FAILURE TO REMOVE ALL OILS AND CLEANING SOLUTION BEFORE ACID SOAKING WILL RESULT IN A PERMANENT RESTRICTION OF WATER FLOW AND CAUSE PREMATURE CARTRIDGE FAILURE. 7.RINSE THE CARTRIDGE CLEAN AN REASSEMBLE HOUSING. WARNING: WEAR RUBBER GLOVES AND SAFETY GLASSES WHEN CLEANING FILTER SYSTEM. P R O V I D E D B Y M E P W A S H - D O W N B A S I N 3 4" MIN. PVC CONDUIT TO SPA CIRCULATION & BOOSTER PUMP SEE SHEETS SP-503 DETAIL 3 & 4, COORDINATE LOCATION IN FIELD WITH ARCHITECT & OWNER DECK LEVEL COORDINATE CONDUIT RISERS IN STRUCTURE LOCATION WITH G.C. SPA CONTROLLER GFCI POWER CIRCUIT FROM POOL/SPA PANEL TIME CLOCK PER KEYNOTE, LOCATE IN EQUIPMENT ROOM, LIGHTS SHALL BE SET FOR OWNERS DESIRED OPERATION. EQUIPMENT ROOM POWER CONDUIT TO LV TRANSFORMER & J-BOX PROVIDE RPZ ASSEMBLY BETWEEN THE POINT OF THE POTABLE WATER SUPPLY CONNECTION AND THE POOL & SPA AUTOFILL SYSTEM. PLACE GROUND LEVEL AND/OR 12" MIN. ABOVE WATER LEVEL AT POOL 1" (P-5) AUTOFILL C.W. SUPPLY SEE PLUMBING PLANS EQUIPMENT ROOM FLOOR UNION, START OF POOL CONTRACTOR WORK 12 " M I N . NOTE: FINAL FIELD FOR EVALUATION FOR COMPLIANCE WILL BE MADE UPON FINAL REQUEST. EACH BODY OF WATER MUST BE PROTECTED WITH AN APPROVED BACK-FLOW PREVENTOR AND PIPED WITH APPROVED MATERIALS SUITABLE FOR PORTABLE WATER. 1" TO (P-1) AUTOFILLS 1" TO (P-6) AUTOFILLS 1" TO (P-7) AUTOFILLS 1" TO SPA (2) AUTOFILL 1" TO SPA (3) AUTOFILL WATER LEVEL WATER LEVEL WATER LEVEL CONTROL PANEL W.L. SENSOR @ FOUNTAIN WALL. CONDUIT CONTROL TO SOLENOID VALVE SOLENOID FILL VALVE 1-1/2" FILL MANIFOLD ISOLATION VALVES & Y STRAINER, BRASS MANUAL FILL VALVE, BRASS ANEMOMETER, PLACE ON EQUIPMENT ROOM ROOF SINGLE STAGE WIND CONTROLLER SPLASH PAD BOOSTER PUMP VFD CONTROLLER PULL BOX POWER CIRCUIT PER ELECTRICAL SHEETS 3/4" RIDGE CONDUIT NOTE: CONSULT MANUFACTURES INSTRUCTIONS BEFORE INSTALLATION LEDPS SERIES POWER SUPPLY, CONTROLS MAX (12) LED LIGHTS PER BOX, LOCATE CONTROLLER IN PUMP ROOM 3 4" MIN. PVC ELECTRICAL CONDUITMAX (4) LED FIXTURES PER JUNCTION BOX 120VAC 60Hz (GFCI)CONDUIT RUNS FROM POWER SUPPLY, MAX. 100FT. 3" POOL EQUIPMENT ASSEMBLY (MAX. WEIGHT = 1100LBS. INSTALLED PER MANUFACTURES INSTRUCTIONS (4) SIMPSON STRONG BOLT 2-3/8" DIA. WEDGE ANCHORS OR EQUAL, 2-7/8" EMBEDMENT INTO STRUCTURALLY SOUND CONCRETE 4" MIN. HOUSE-KEEPING PAD MI N . E M B E D PE R M A N U F A C T U R E CLEANING NOTES: 1.REMOVE THE CARTRIDGE FROM THE FILTER HOUSING FOLLOWING THE MANUFACTURE’S INSTRUCTIONS. 2.USE A GARDEN HOSE WITH A STRAIGHT FLOW NOZZLE TO WASH DOWN THE FILTER ELEMENT. WORK FROM THE TOP DOWN, HOLDING THE NOZZLE AT A 45 DEGREE ANGLE, AND WASH ALL THE PLEATS WITH EMPHASIS BETWEEN PLEATS. 3.RINSE UNTIL ALL DIRT AND DEBRIS IS GONE. 4.FOR ALL CARTRIDGES AND ELEMENTS USED IN SWIMMING POOLS WHERE PERSPIRATION, SUNTAN LOTIONS, AND OTHER OILS ARE PRESENT, SOAK THE ELEMENT FOR AT LEAST ONE HOUR (OVER NIGHT IS MORE EFFECTIVE) IN (1) A COMMERCIAL FILTER CLEANER; OR (2) ONE CUP TRISODIUM PHOSPHATE (TSP) TO FIVE GALLONS WATER; OR (3) ONCE CUP DISHWASHER DETERGENT TO FIVE GALLONS OF WATER. 5.RINSE THE CARTRIDGE AGAIN TO REMOVE OILS AND CLEANING SOLUTION. 6.IF THE FILTER HAS A COATING OF ALGAE, CALCIUM CARBONATE (RESIDUE FROM CALCIUM HYPOCHLORITE), IRON, OR OTHER MINERALS, SOAK THE CARTRIDGE IN A SOLUTION OF ONE PART MURIATIC ACID TO TWENTY PARTS WATER UNTIL ALL BUBBLING STOPS. WARNING: FAILURE TO REMOVE ALL OILS AND CLEANING SOLUTION BEFORE ACID SOAKING WILL RESULT IN A PERMANENT RESTRICTION OF WATER FLOW AND CAUSE PREMATURE CARTRIDGE FAILURE. 7.RINSE THE CARTRIDGE CLEAN AN REASSEMBLE HOUSING. WARNING: WEAR RUBBER GLOVES AND SAFETY GLASSES WHEN CLEANING FILTER SYSTEM. CHLORINATOR PER KEYNOTE 1" BALL VALVE (EPDM SEAL) FLOW 1" SOLENOID VALVE (CONNECT TO CHEMISTRY CONTROLLER) 1" BALL VALVE NOTE: CONSULT MANUFACTURER'S INSTRUCTIONS PRIOR TO INSTALLATION TAP INTO ELBOW FLOW 1" BALL CHECK VALVE NOTE: 1.CONSULT MANUFACTURER'S INSTRUCTIONS BEFORE INSTALLATION. 2.PROVIDE GOLD TIPPED PROBES FOR USE WITH SALT SYSTEMS. 3.PANEL NOT DRAWN TO SCALE. 4.CONTROLLER IS NSF-50 APPROVED. INFLUENT (CONNECT TO PRESSURE-SIDE OF PUMP AFTER FILTER AND BEFORE CHEMICAL INJECTION POINT) 10 AMP, 120V, SEPARATE CIRCUIT TERMINATE IN GANG BOX (GFCI) CONDUIT & POWER WIRE TO CONTROL ORP FEED POWER TO CHLORINE FEED PUMP RECEPTACLE EFFLUENT CONNECT TO SUCTION-SIDE OF PUMP 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.507 PRESIDENTIAL SUITE POOL & SPA DETAILS Scale: NTS CHEMICALS & SAFETY EQUIPMENT15 NFPA 704 SIGN TRICHLOR ACID NFPA 704 SIGN SODIUM HYPOCHLORITE CHEMICAL ROOM SIGNS & SAFETY EQUIPMENT POOL CHEMICAL SIGNS PRODUCT OF COMPLIANCY SIGNS: - DANGER - AUTHORIZED PERSONNEL ONLY - #CUSTOM - DANGER - HAZARDOUS POOL CHEMICALS - #ODE-7756 - 704 SIGN - SODIUM HYPOCHLORITE (NaOCl) W/ CAS# - 7681-52-9 - 704 SIGN - MURIATIC ACID ONLY (HCL) W/ CAS# - 7647-01-0 SAFETY EQUIPMENT - RESPIRATOR MASK: U-LINE, 3M HALF-FACE MASK - #H-1081 - SAFETY GLASSES: OTG, CLEAR - #S-17940 - NEOPRENE CHEMICAL RESISTANT APRON: U-LINE - #S-18815 - NEOPRENE CHEMICAL RESISTANT GLOVES: ULINE - #S-11434 SILVERROCK RESORT & RESIDENCES Scale: 3/4"=1' VARIABLE FREQUENCY DRIVE (SCHEMATIC)1 Scale: NTS EYEWASH SHOWER STATION8Scale: NTS PIPE HANGERS & SUPPORTS (SCHEMATIC)7Scale: 1"= 1' FILTER BACKWASH RISER5 Scale: 1-1/2" = 1 FT. FILTER WASH-DOWN BASIN (SCHEMATIC)6 Scale: NTS SPA CONTROLLER (SCHEMATIC)3Scale: NTS LIGHTING TIMER (SCHEMATIC)2 Scale: 1-1/2"= 1 FT. BACKFLOW PREVENTION (SECTION)4 Scale: 1"= 1' WATER FEATURE FILL MANIFOLD13 Scale: NTS ANEMOMETER (SCHEMATIC)14 Scale: NTS WATER FEATURE LIGHTING (SCHEMATIC)12Scale: 3/4"= 1 FT. WATER FEATURE FILTER (SECTION)10 Scale: 3/4"=1' WATER FEATURE CHLORINATOR11Scale: 3/4"= 1 FT. WATER FEATURE CHEMICAL CONTROLLER9 NFPA 704 SIGN MURIATIC ACID 5 # ( ' 6 ; 5 + ) 0 Dec 09, 2020 01/26/2021 DRAIN TO WASTE FILTRATION PUMP SAND FILTER TR-140C 5HP - 190 GPM @ 60 TDH BACKWASH TO WASTE OPTIONAL BYPASS TO FUTURE SOLAR SYSTEMMAIN DRAIN SYSTEM 3" 3" 2"2" 4" FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR 4"4" 4" SKIMMER SYSTEM (6) @ 33 GPM EACH 4" LOOP 2"2"2"2" RETURN SYSTEM 150GPM (18) @ 8.5 GPM EACH CHLORINE TANK ACID TANK CHEMICAL CONTROLLER CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP ORP PH UV SYSTEM SAG 480 4"4" LIGHTING SYSTEM CONTROLLER J-BOX 1" (SPA) 1" (POOL) TIMER 1" (POOL) 1" (POOL) 4" 4" 3" LOOP 2"2" SAND FILTER TR-140C 1" (POOL) 1" (POOL) ASME HEATER CONDENSATE DRAIN 3" 2-1/2" 2-1/2" 3" DRAIN GAS - 2" 1,000,000 BTU BOOSTER PUMP SLURRY TANK AND MIXER BACKWASH TO WASTE 2-1/2"AIR GAP 1-1/2"BACKWASH TANK DRYWELL 2% SLOPE MIN. FS PWR FROM CC PWR FROM CC CHEM PUMP 3" LOOP 2"BEACH ENTRY GUTTER 2" AUTOMATIC FILL 1" 1" 1-1/4" DRAIN TO WASTE FILTRATION PUMP SAND FILTER TR-140C 5HP - 190 GPM @ 60 TDH BACKWASH TO WASTE OPTIONAL BYPASS TO FUTURE SOLAR SYSTEMMAIN DRAIN SYSTEM 2-1/2" 3" 3" 2"2" 4" FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR 4"4" 4" WALL WALL RETURN SYSTEM 150GPM (13) @ 11.5 GPM EACH CHLORINE TANK ACID TANK CHEMICAL CONTROLLER CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP ORP PH UV SYSTEM SAG 480 4"4" LIGHTING SYSTEM CONTROLLER J-BOX 1" (SPA) 1" (POOL) TIMER 1" (POOL) 1" (POOL) BACKWASH TO WASTE 2-1/2"AIR GAP 1-1/2" 4" 2-1/2" LOOP 4" 3" LOOP FLOOR SAND FILTER TR-140C 1" (POOL) 1" (POOL) ASME HEATER CONDENSATE DRAIN 3" 2-1/2" 2-1/2" 3" DRAIN GAS - 2" 1,000,000 BTU BOOSTER PUMP FLOOR RETURN SYSTEM 50GPM (6) @ 8.3 GPM EACH BACKWASH TANK MAIN DRAIN SYSTEM SKIMMER SYSTEM (5) @ 40 GPM EACH 4" LOOP 2"2"2"2"2" PROGRAMMABLE PUMPS (BID ALT.) SLURRY TANK AND MIXER DRYWELL 2% SLOPE MIN. FS PWR FROM CC PWR FROM CC CHEM PUMP 4" 2"BEACH ENTRY GUTTER 2" AUTOMATIC FILL 1" 1" 1-1/4" FILTRATION PUMP 10HP W/ (VFD) SET TO 300 GPM MAIN DRAIN SYSTEM #1 2"2" 8" 8" FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR CHEMICAL CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP ORP PH DRAIN TO WASTE BACKWASH TO WASTE SKIMMER SYSTEM (9) @ 27.5 GPM EACH 2"2" OPTIONAL BYPASS TO FUTURE SOLAR SYSTEM 6" 4" 6" 6" 4" 4" 2" 4" LOOP BACKWASH TO WASTE 2-1/2"AIR GAP 1-1/2" CHLORINE TANK ACID TANK 2" 4"4" 2"2"2"2"2" 6" 6" 6" 6" 8" LOOP ASME HEATER CONDENSATE DRAIN 6" 4" CPVC 4" 6" DRAIN GAS - 2" 1,400,000 BTU BOOSTER PUMP UV SYSTEM SAG 480 WALL WALL RETURN SYSTEM 124GPM (13) @ 9.6 GPM EACH 3" LOOP WALL RETURN SYSTEM 124GPM (13) @ 9.6 GPM EACH WALL3" LOOP 4" LOOP BACKWASH TANK SLURRY TANK AND MIXER PROGRAMMABLE PUMPS (BID ALT.) PWR FROM CC CHEM PUMP CHEM PUMP FS PWR FROM CC DRYWELL 2% SLOPE MIN. LIGHTING SYSTEM CONTROLLER J-BOX 1" (SPA) 1" (POOL) TIMER 1" (POOL) 1" (POOL)LIGHTING SYSTEM CONTROLLER J-BOX 1" (SPA) 1" (POOL) TIMER 1" (POOL) 1" (POOL) MAIN DRAIN SYSTEM #2 FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES SAND FILTER TR-140C SAND FILTER TR-140C SAND FILTER TR-140C AUTOMATIC FILL 1" 1" 1-1/4" 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 SILVERROCK RESORT & RESIDENCES H1 SP.601 MONTAGE HOTEL AQUATIC EQUIPMENT DIAGRAMS Scale: NTS (P-1) POOL EQUIPMENT & PLUMBING (SCHEMATIC)1 Scale: NTS (P-5) POOL EQUIPMENT & PLUMBING (SCHEMATIC)2 Scale: NTS (P-6) POOL EQUIPMENT & PLUMBING (SCHEMATIC)3 1 1 Dec 09, 2020 01/26/2021 DRAIN TO WASTE FILTRATION PUMP 3HP - 150 GPM @ 60 TDH BACKWASH TO WASTE OPTIONAL BYPASS TO FUTURE SOLAR SYSTEMMAIN DRAIN SYSTEM 4" 3" 3" 2"2" 4" 2" LOOP MAIN DRAIN SYSTEM 4" 4" 4"2" 2" JACUZZI JET PUMP 3HP - 150 GPM @ 60 TDH 4" 1-1/2" 1-1/2" 1-1/2" AIRLINE SPA PUMP CONTROLLER RELAY TO SPA PUMPS TIMER & EMO SWITCH FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR LIGHTING SYSTEM CONTROLLERJ-BOX 1" 4"4" 4" 2-1/2"2-1/2" AUTOFILL 1"1" CHLORINE TANK ACID TANK CHEMICAL CONTROLLER CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP ORP PH 2-1/2"2-1/2" TIMER UV SYSTEM SAG 480 SAND FILTER TR-100C SAND FILTER TR-100C ASME HEATER CONDENSATE DRAIN 2" 2" 3" DRAIN GAS - 1-1/2" 500,000 BTU BOOSTER PUMP 3" WALL RETURN SYSTEM 150GPM (8) @ 18.75 GPM EACH SKIMMER SYSTEM (2) @ 75 GPM EACH JET RETURN SYSTEM 150GPM (8) @ 18.75 GPM EACH PROGRAMMABLE PUMPS (BID ALT.) SLURRY TANK AND MIXER BACKWASH TO WASTE 2-1/2"AIR GAP 1-1/2"BACKWASH TANK DRYWELL 2% SLOPE MIN. PWR FROM CC CHEM PUMP CHEM PUMP FS DRAIN TO WASTE FILTRATION PUMP 3HP - 150 GPM @ 60 TDH BACKWASH TO WASTE OPTIONAL BYPASS TO FUTURE SOLAR SYSTEMMAIN DRAIN SYSTEM 4" 3" 3" 2"2" 4" 2" LOOP MAIN DRAIN SYSTEM 4" 4" 4"2" 2" JACUZZI JET PUMP 3HP - 150 GPM @ 60 TDH 4" 1-1/2" 1-1/2" 1-1/2" AIRLINE SPA PUMP CONTROLLER RELAY TO SPA PUMPS TIMER & EMO SWITCH FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR LIGHTING SYSTEM CONTROLLERJ-BOX 1" 4"4" 4" 2-1/2"2-1/2" AUTOFILL 1"1" CHLORINE TANK ACID TANK CHEMICAL CONTROLLER CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP ORP PH 2-1/2"2-1/2" TIMER UV SYSTEM SAG 480 SAND FILTER TR-100C SAND FILTER TR-100C ASME HEATER CONDENSATE DRAIN 2" 2" 3" DRAIN GAS - 1-1/2" 500,000 BTU BOOSTER PUMP 3" WALL RETURN SYSTEM 150GPM (8) @ 18.75 GPM EACH SKIMMER SYSTEM (2) @ 75 GPM EACH JET RETURN SYSTEM 150GPM (8) @ 18.75 GPM EACH PROGRAMMABLE PUMPS (BID ALT.) SLURRY TANK AND MIXER BACKWASH TO WASTE 2-1/2"AIR GAP 1-1/2"BACKWASH TANK DRYWELL 2% SLOPE MIN. PWR FROM CC CHEM PUMP CHEM PUMP FS DRAIN TO WASTE FILTRATION PUMP 2HP - 105 GPM @ 60 TDH BACKWASH TO WASTE OPTIONAL BYPASS TO FUTURE SOLAR SYSTEMMAIN DRAIN SYSTEM 3" 2-1/2" 3" 2"2" 3" 2" LOOP MAIN DRAIN SYSTEM 4" 4" 4"2" 2" JACUZZI JET PUMP 3HP - 150 GPM @ 60 TDH 4" 1-1/2" 1-1/2" 1-1/2" AIRLINE SPA PUMP CONTROLLER RELAY TO SPA PUMPS TIMER & EMO SWITCH FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR 3"4" 4" JET SYSTEM 2-1/2"2-1/2" CHLORINE TANK ACID TANK CHEMICAL CONTROLLER CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP ORP PH 2-1/2"2-1/2" UV SYSTEM SAG 480 SAND FILTER TR-140C ASME HEATER CONDENSATE DRAIN 2" 2-1/2" DRAIN GAS - 1-1/2" 500,000 BTU BOOSTER PUMP 2-1/2" 2"SKIMMER SYSTEM (2) @ 52.2 GPM EACH JET RETURN SYSTEM 150GPM (8) @ 18.75 GPM EACH WALL RETURN SYSTEM 105GPM (6) @ 17.5 GPM EACH PROGRAMMABLE PUMPS (BID ALT.) SLURRY TANK AND MIXER AUTOFILL 1"1" BACKWASH TO WASTE 2-1/2"AIR GAP 1-1/2"BACKWASH TANK DRYWELL 2% SLOPE MIN. PWR FROM CC CHEM PUMP CHEM PUMPPWR FROM CC FS LIGHTING SYSTEM CONTROLLERJ-BOX 1" TIMER DRAIN TO WASTE FILTRATION PUMP SAND FILTER TR-140C 5HP - 190 GPM @ 60 TDH BACKWASH TO WASTE OPTIONAL BYPASS TO FUTURE SOLAR SYSTEMMAIN DRAIN SYSTEM 3" 3" 2"2" 4" FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR 4"4" 4" CHLORINE TANK ACID TANK CHEMICAL CONTROLLER CONTROLLER TO BE ELECTRICALLY INTERLOCKED WITH CIRCULATION PUMP ORP PH UV SYSTEM SAG 480 4"4" AUTOMATIC FILL 1" 1" 1-1/4" LIGHTING SYSTEM CONTROLLER J-BOX 1" (SPA) 1" (POOL) TIMER 1" (POOL) 1" (POOL) BACKWASH TO WASTE 2-1/2"AIR GAP 1-1/2" 4" SAND FILTER TR-140C 1" (POOL) 1" (POOL) ASME HEATER CONDENSATE DRAIN 3" 2-1/2" 2-1/2" 3" DRAIN GAS - 2" 1,000,000 BTU BOOSTER PUMP BACKWASH TANK MAIN DRAIN SYSTEM SKIMMER SYSTEM (5) @ 40 GPM EACH 4" LOOP 2"2"2"2"2" PROGRAMMABLE PUMPS (BID ALT.) SLURRY TANK AND MIXER 2"BEACH ENTRY GUTTER DRYWELL 2% SLOPE MIN. FS PWR FROM CC CHEM PUMP RETURN SYSTEM 200GPM (12) @ 16.5 GPM EACH 4" 3" LOOP 3" LOOP 2" CHEM PUMP 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 SILVERROCK RESORT & RESIDENCES Scale: NTS (P-7) POOL EQUIPMENT & PLUMBING (SCHEMATIC)1 Scale: NTS (SP-1) SPA EQUIPMENT & PLUMBING (SCHEMATIC)2 Scale: NTS (SP-2) SPA EQUIPMENT & PLUMBING (SCHEMATIC)3 H1 SP.602 MONTAGE HOTEL AQUATIC EQUIPMENT DIAGRAMS Scale: NTS (SP-3) SPA EQUIPMENT & PLUMBING (SCHEMATIC)4 1 Dec 09, 2020 01/26/2021 MAIN DRAIN SYSTEM 200 GPM (3) @ 67 LIGHTING CONTROL PANEL 1.5" CONDUIT VFD 2-1/2" CART FILTER 2-1/2" CHLORINE SYSTEM 1" 2-1/2" 2-1/2" (8) LED04001 (LOWER BASIN) 1" FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR MAIN DRAIN SYSTEM 75 GPM (LOWER BASIN) 2-1/2" 2-1/2" 2-1/2" 1" FILL SOLENOID 24VAC AVQ100 INLET IEA-150 (FLOOR MOUNTED) WIND CONTROL (ANM) WATER LEVEL TRIPLE SENSOR EPS-300 D E F O C A N A D A ESP-100 FILL SOLENOID 24VAC AVQ100 S FILL MANIFOLD WATER LEVEL CONTROL PANEL ECL 300 WIND CONTROL PANEL ECW 100 4" BOOSTER PUMP 5HP - 200 GPM @ 60 TDH 4" UPPER BASIN 2-1/2" LOOP FLOOR RETURN SYSTEM 200GPM (8) @ 25 GPM EACH 4" LOOP 2-1/2" 2-1/2" 2-1/2" LOWER BASIN FILTRATION PUMP 1HP - 75 GPM LOWER BASIN FLOOR RETURN SYSTEM 75GPM (4) @ 25 GPM EACH 2" LOOP KEY SWITCH FIRE BOWLFIRE BOWL FIRE BOWLS (PER LANDSCAPE PLANS) GAS KEY VALVE GAS KEY VALVE 80,000BTU GAS CONNECTION 80,000BTU GAS CONNECTION GRAVITY DRAIN SYSTEM UPPER BASIN LOWER BASIN 1-1/2" GRAVITY PIPE X4 (4) LED04001 (UPPER BASIN) 1.5" CONDUIT FILTRATION PUMP MAIN DRAIN SYSTEM (3) @ 233 (LOWER BASIN) LIGHTING CONTROL PANEL 1.5" CONDUIT VFD 1HP - 75 GPM 2-1/2" CART FILTER 2-1/2" CHLORINE SYSTEM 1" 2-1/2" 2-1/2" 8" (8) LED04001 (LOWER BASIN) 1" POWER TO LINE SIDE OF CONTROL PANEL BY BASE BUILDING CONTRACTOR (FULL LOAD AMPS, BREAKER TO BE SIZED ACCORDING TO LOCAL CODES) UPPER BASIN FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR 8" BOOSTER PUMP 15HP - 700 GPM @ 60 TDH 2-1/2" LOOP FLOOR RETURN SYSTEM 700GPM (30) @ 23.3 GPM EACH MAIN DRAIN TO SKIMMER SYSTEM (1) @ 75 GPM EACH (LOWER BASIN) 6" 6" LOOP 2-1/2" LOOP 4" 4" 4" 2-1/2" 2-1/2" 2-1/2" 2-1/2" 1.5" CONDUIT (7) LED04001 (LOWER BASIN) 1" FILL SOLENOID 24VAC AVQ100 INLET IEA-150 (FLOOR MOUNTED) UPPER BASIN WIND CONTROL (ANM) WATER LEVEL TRIPLE SENSOR EPS-300 D E F O C A N A D A ESP-100 FILL SOLENOID 24VAC AVQ100 S FILL MANIFOLD WATER LEVEL CONTROL PANEL ECL 300 WIND CONTROL PANEL ECW 100 CATCH BASIN FLOOR RETURN SYSTEM 50GPM (4) @ 18.75 GPM EACH 2" LOOP SET VFD @ 650 GPM FILTRATION PUMP MAIN DRAIN SYSTEM 1000 GPM (4) @ 250 (LOWER BASIN) LIGHTING CONTROL PANEL 1.5" CONDUIT VFD 1HP - 75 GPM 2-1/2" CART FILTER 2-1/2" CHLORINE SYSTEM 1" 2-1/2" 2-1/2" 8" (8) LED04001 (LOWER BASIN) 1" UPPER BASIN FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM AS PER LOCAL CODES FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR 8" BOOSTER PUMP 20HP - 1000 GPM @ 60 TDH 2-1/2" LOOP FLOOR RETURN SYSTEM 1000GPM (43) @ 23 GPM EACH MAIN DRAIN TO SKIMMER SYSTEM (1) @ 75 GPM EACH (LOWER BASIN) 6" 6" LOOP 2-1/2" LOOP 4" 4" 4" 2-1/2" 2-1/2" 2-1/2" 2-1/2" 1.5" CONDUIT (7) LED04001 (LOWER BASIN) 1" FILL SOLENOID 24VAC AVQ100 INLET IEA-150 (FLOOR MOUNTED) UPPER BASIN WIND CONTROL (ANM) WATER LEVEL TRIPLE SENSOR EPS-300 D E F O C A N A D A ESP-100 FILL SOLENOID 24VAC AVQ100 S FILL MANIFOLD WATER LEVEL CONTROL PANEL ECL 300 WIND CONTROL PANEL ECW 100 4" CATCH BASIN FLOOR RETURN SYSTEM 50GPM (4) @ 18.75 GPM EACH 2" LOOP SET VFD @ 850 GPM POWER TO LINE SIDE OF CONTROL PANEL BY BASE BUILDING CONTRACTOR (FULL LOAD AMPS, BREAKER TO BE SIZED ACCORDING TO LOCAL CODES) FILTRATION PUMP VFD 1HP - 75 GPM 2-1/2" CART FILTER 2-1/2" CHLORINE SYSTEM 1" 2-1/2" 2-1/2" 8" 1" FILTRATION, RECIRCULATION AND WATER TREATMENT SYSTEM LOCATED IN VAULT FS DIVERTER VALVE BALL VALVE GCFI POWER FLOW SWITCH FLOW METER VAC/PRESSURE SOLENOID VALVE SCHEDULE BACKFLOW PREVENTOR 6" BOOSTER PUMP 10HP - 475 GPM @ 60 TDH 6" 2-1/2" 1" FILL SOLENOID 24VAC AVQ100 INLET IEA-150 (FLOOR MOUNTED) UPPER BASIN FILL MANIFOLD MAIN DRAIN SYSTEM 350 GPM (4) @ 87.5 GPM (LOWER BASIN) 2-1/2" 2-1/2" WATER LEVEL TRIPLE SENSOR EPS-300 D E F O C A N A D A ESP-100 FILL SOLENOID 24VAC AVQ100 S WATER LEVEL CONTROL PANEL ECL 300 SEE: SP-505 DETAIL 13 2-1/2" 2-1/2" S SET VFD @ 350 GPM MAIN DRAIN SYSTEM 75 GPM (CATCH BASIN) 6" CARTRIDGE FILTER WASH-DOWN BASIN 1-1/2" 2-1/2" LOOP FLOOR 3"4" LOOP 4" UPPER BASIN RETURN SYSTEM 175GPM (5) @ 35 GPM EACH CATCH BASIN FLOOR RETURN SYSTEM #1 37.5GPM (3) @ 12.5 GPM EACH 1-1/2" LOOP 3"3"3"3" 4" 3" 4" 3"3"3"3" 4" 1-1/2" CATCH BASIN FLOOR RETURN SYSTEM #2 37.5GPM (3) @ 12.5 GPM EACH UPPER BASIN RETURN SYSTEM 175GPM (5) @ 35 GPM EACH 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 SILVERROCK RESORT & RESIDENCES H1 SP.603 MONTAGE HOTEL AQUATIC EQUIPMENT DIAGRAMS Scale: NTS (F-1) SCRIM WATER FEATURE VAULT EQUIPMENT & PLUMBING (SCHEMATIC)1 Scale: NTS (F-2) TWO TIER - WATER FEATURE EQUIPMENT & PLUMBING (SCHEMATIC)2 Scale: NTS (F-3) POOL WATER WALL #1 - WATER FEATURE EQUIPMENT & PLUMBING (SCHEMATIC)3 Scale: NTS (F-3) POOL WATER WALL #2 - WATER FEATURE EQUIPMENT & PLUMBING (SCHEMATIC)4 WATER FEATURE REMOVED WATER FEATURE REMOVED 11 Dec 09, 2020 01/26/2021 P- 5 ( P O O L ) 19 0 G P M ELECTRICAL WALL WITH PANEL, TIMERS & CONTROLLERS SP - 1 ( S P A ) 15 0 G P M P- 7 ( P O O L ) 19 0 G P M SP - 3 ( S P A ) 10 5 G P M F- 2 ( W A T E R F E A T U R E ) 70 G P M SP - 2 ( S P A ) 15 0 G P M P- 6 ( P O O L ) 19 0 G P M P-1 (POOL) 300GPM (2 ) 2 " (C O L D W A T E R F I L L MA N I F O L D S ) BACKWASH TANK 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 Scale: 1/4" = 1' (H1) RESORT SPA BUILDING - LAP POOL - (PLAN)1 H1 SP.701 MONTAGE HOTEL AQUATIC EQUIPMENT ROOM V1.PRESSURE-VACUUM GAUGES: PRODUCT OF MILJOCO CORPORATION. MODEL #PLF2598LZ004SS, INDUSTRIAL GAUGE WITH 2.5-INCH DIAL, 316 STAINLESS STEEL CASE, GLYCERIN FILLED FOR LONG LIFE. RANGE OF 0-60 PSI FOR PRESSURE, AND 0-30 INCHES OF MERCURY FOR VACUUM. (QTY. PER PLAN) V2.PRESSURE/TEMPERATURE GAUGE: PRODUCT OF MILJOCO CORPORATION. INSTALL AFTER HEATER MODEL# PB300804-2-50 (QTY. 7) V3.3" - 4" BALL VALVES: HAYWARD POOL PRODUCT. MODEL TYPE: TRUE UNION, WITH VITON SEALS AND TEFLON SEATS. (QTY. AS NEEDED) V4. 3" - 8" BUTTERFLY VALVE: PRODUCT OF ASAHI, TYPE 57 , PVC, LEVER, EPDM SEALS, POOL CONTRACTOR TO PROVIDE FLANGES & S.S. HARDWARE (QTY. PER PLAN) V5. 3" - 8" CHECK VALVE: WAFER TYPE, PRODUCT OF ASAHI, TYPE 57 , PVC, EPDM SEALS, POOL CONTRACTOR TO PROVIDE FLANGES & S.S. HARDWARE (QTY. PER PLAN) PROVIDE ON ALL PUMP DISCHARGERS V6.FLOW METER VALVE: H2FLOW, FLOWVIS, WWW.H2FLOW.NET 2" - 4" USED FOR FLOW CONTROL ON SYSTEM. ON ALL CIRCULATION SYSTEMS AFTER EXIT OF FILTER. SEE SHEET: H1 SP.506, DETAIL 11 V7.(P-1) FLOW METER: BLUE WHITE INDUSTRIES. MODEL: F-300 SERIES. 6" WWW.BLUE-WHITE.COM. NEOPRENE GASKET, ACRYLIC BODY, SADDLE CONNECTION SEE: SHEET H1 SP.506, DETAIL 11 (QTY. PER PLAN). VALVES & GAUGESV E1.TIME CLOCK - POOL & SPA LIGHTS: PRODUCT OF INTERMATIC. MODEL #PE153, 120V - 60HZ, DIGITAL CONTROL & PENTAIR PS-300 TRANSFORMER - SEE: SHEET H1 SP.507, DETAIL 2 & 3. (QTY. 7) E2. COMMERCIAL SPA CONTROL SYSTEM - PENTAIR POOL PRODUCTS: LX8202 SEE: SHEET H1 SP.507, DETAIL 4 (QTY. 3) E3. VARIABLE FREQUENCY DRIVE - H2 FLOW CONTROLS, 20 HP CUSTOM, EF-C-31-12-4 COND, SEE: SHEET H1 SP.507, DETAIL 1 (QTY. 1 - REMOVED) E4. VARIABLE FREQUENCY DRIVE - H2 FLOW CONTROLS, 15 HP CUSTOM, EF-C-26-12-4 COND, SEE: SHEET H1 SP.507, DETAIL 1 (QTY. 1 - REMOVED) E5.WATER FEATURE LIGHT CONTROLLER: CRYSTAL FOUNTAINS, SEE: SHEET 120V, 20 AMPS, H1 SP.507, DETAIL 12 (QTY. 1) E6.WATER FEATURE AUTO FILL SYSTEM: CRYSTAL FOUNTAINS, MODEL: #ELC-100 (CONTROL PANEL) #AVR-100 (MANIFOLD) SEE: SHEET H1 SP.507, DETAIL 10 - 1" & ESP-300 WATER LEVEL SENSOR - MEP TO PROVIDE PROTECTED CW CONNECTION, (QTY. 1) E7.WATER FEATURE WIND CONTROL SYSTEM: CRYSTAL FOUNTAINS, MODEL #ECW100 MEP TO 120V 10 AMPS, SHEET H1 SP.507, DETAIL 11 (QTY. 1) ELECTRICALE EQUIPMENT ELEMENTSST ST1.PIPE HANGERS: STAINLESS STEEL UNI-STRUT WITH 1/2" S.S NUT AND SQUARE WASHERS. SEE: SHEET H1 SP.507 DETAIL 7. ST2.EQUIPMENT SUPPORT RACK: CUSTOM DESIGN, UNISTRUT FABRICATED WITH 4 HOLE SINGLE POST BASE AND SUPPORT GRATE: MCNICHOLS, FIBERGLASS, MOLDED & PROTRUDED, 1" HEIGHT, 1-1/2" PATTERN, CUT TO FIT. ST3. PIPE SLEEVING FOR CHEMICAL TUBING: 1-1/2" MIN PVC OR CONDUIT. SEE: SHEET H1 SP.506, DETAIL 4. ST4. POOL CHEMICAL SIGNS; PRODUCT OF COMPLIANCY SIGNS: DANGER - AUTHORIZED PERSONNEL ONLY - #CUSTOM DANGER - HAZARDOUS POOL CHEMICALS - #ODE-7756 704 SIGN - SODIUM HYPOCHLORITE (NaOCl) W/ CAS# - 7681-52-9 704 SIGN - MURIATIC ACID ONLY (HCL) W/ CAS# - 7647-01-0 ST5.SAFETY EQUIPMENT RESPIRATOR MASK: U-LINE, 3M HALF-FACE MASK - #H-1081 SAFETY GLASSES: OTG, CLEAR - #S-17940 NEOPRENE CHEMICAL RESISTANT APRON: U-LINE - #S-18815 NEOPRENE CHEMICAL RESISTANT GLOVES: ULINE - #S-11434 POLY CHEMICAL CABINET: ULINE - #H-5660 SANITATION EQUIPMENTS S1.CHEMISTRY CONTROLLER - SPA POOL - PROMINET, MODEL DCM51 WITH PPM SENSOR. SEE: SHEET H1 SP.506, DETAIL 1. (QTY. 7) S2.CHLORINE FEED PUMP: PRODUCT OF STENNER PUMP COMPANY. MODEL #85MP3, UP TO 40 GALLONS PER DAY. SEE: SHEET H1 SP.506, DETAIL 2 & 3. (QTY. 7 & 2 BACK-UPS) S3.ACID FEED PUMP: PRODUCT OF STENNER PUMP COMPANY. MODEL #85MP3, UP TO 40 GALLONS PER DAY. SEE: H1 SP.506, DETAIL 2 & 3. (QTY. 7 & 2 BACK-UPS) S4.CHLORINE FEED CHEMICAL TANKS: PROVIDED BY OWNER CHEMICAL DELIVERY COMPANY, 35 GALLON. SEE: SHEET H1 SP.506, DETAIL 2 & 3. (QTY. 3) S5.CHLORINE FEED CHEMICAL TANKS: PROVIDED BY OWNER CHEMICAL DELIVERY COMPANY, 35 GALLON. SEE: SHEET H1 SP.506, DETAIL 2 & 3. (QTY. 3) S6.SECONDARY SANITIZER; API: E-Z POOL: CONTRACTOR TO SUPPLY THE FOLLOWING: 20 LB. EZP20 WITH 30 GALLON CHEMICAL TANK AND CHEMICAL FEED PUMPS (7), WITH FLANGED MOUNT MIXER PN# 42821. SEE SHEET H1 SP.506, DETAIL 10. (QTY. 1) S7.BACKWASH TANK: PROVIDE DRAINAGE PIPE @ SIZE AND SLOPE EQUAL TO MAX, BACKWASH RATES SEE: SHEET H1 SP.507, DETAIL 5. S8.CARTRIDGE FILTER WASH-DOWN BASIN: PROVIDED BY MEP SEE: SHEET H1 SP.507, DETAIL 6. S9.BACKFLOW PREVENTION DEVICE PER MEP SHEETS. SEE SHEET H1 SP.507, DETAIL 9 S10.EYEWASH/SHOWER - BY MEP SEE SHEET H1 SP.507, DETAIL 8 (QTY. 2) S11.CHLORINE FEEDER - FOUNTAINS: PENTAIR. RAINBOW, MODEL #HC-3330, 30LBS. TRICHLOR, SEE: SHEET H1 SP.506, DETAIL 12. (QTY. 1) S12.POOL VAC: WATER CO - MODEL: ULTRA-VAC PORTABLE 3/4H1, PN# 16V1275 (QTY. 1)53 ' - 9 " 24'-8"6'-0" (P-1) POOLCA CA1.(P-1) CIRCULATION PUMP: PENTAIR POOL PRODUCT, MODEL - EQK-750, #340022, 7.5H1, 208-230V, 20.4-18.2 FULL LOAD AMPS, 3-PHASE, PORT SIZE: 6 INCH X 4 INCH. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) CURVE (E) CA2.(P-1) SAND FILTERS: PENTAIR POOL PRODUCT, TR140C, #140316, 7.06 SF, BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT. MODEL #263080, PVC FULL LOW XF, 2-INCH. SEE: SHEET H1 SP.506, DETAIL 14 (QTY. 3) CA3.(P-1) HEATER: CAMUS DYNAFORCE. MODEL #DR(H)1400, INPUT RATING OF 1,400,000 BTU/HR, NATURAL GAS. 120V, 20.0 AMPS, WATER CONNECTION: 2-INCH NPT, GAS CONNECTION: 1-INCH NPT. SEE: SHEET H1 SP.506, DETAIL 5, 6, 7, & 8 (QTY. 1) CA4.UV SANITIZER - LAP POOL (P-8): PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; SAG 480APVC. 120V, 10 AMP CIRCUIT, INCLUDES 4" IN/OUT UNIONS. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) (P-5) POOLCB (P-6) POOLCC (P-7) POOLCD (SP-1) SPACE (SP-2) SPACF (F-2) FOUNTAINF2 CB1.(P-5) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO XF, XFK-20, #022019, 5 HP, 480V, 6.6 AMPS, 3ɸ, PORT SIZE: 3" X 3". SHEET H1 SP.506, DETAIL 13 (QTY. 1) CURVE (G) CB2.(P-5) SAND FILTERS: PENTAIR POOL PRODUCT, TR140C, #140316, 7.06 SF, BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT. MODEL #263080, PVC FULL LOW XF, 2-INCH. SEE: SHEET H1 SP.506, DETAIL 14 (QTY. 2) CB3.(P-5) HEATER: CAMUS DYNAFORCE. MODEL #DR(H)1000, INPUT RATING OF 1,000,000 BTU/HR, NATURAL GAS. 120V, 20.0 AMPS, WATER CONNECTION: 2-INCH NPT, GAS CONNECTION: 1-INCH NPT. SEE: SHEET H1 SP.506, DETAIL 5, 6, 7 & 8 (QTY. 1) CB4.(P-5) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; SAG 240APVC. 120V, 10 AMP CIRCUIT, INCLUDES 3" IN/OUT UNIONS. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CC1.(P-6) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO XF, XFK-20, #022019, 5 HP, 480V, 6.6 AMPS, 3ɸ, PORT SIZE: 3" X 3". SHEET H1 SP.506, DETAIL 13 (QTY. 1) CURVE (G) CC2.(P-6) SAND FILTERS: PENTAIR POOL PRODUCT, TR140C, #140316, 7.06 SF, BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT. MODEL #263080, PVC FULL LOW XF, 2-INCH. SEE: SHEET H1 SP.506, DETAIL 14 (QTY. 2) CC3.(P-6) HEATER: CAMUS DYNAFORCE. MODEL #DR(H)1000, INPUT RATING OF 1,000,000 BTU/HR, NATURAL GAS. 120V, 20.0 AMPS, WATER CONNECTION: 2-INCH NPT, GAS CONNECTION: 1-INCH NPT. SEE: SHEET H1 SP.506, DETAIL 5, 6, 7 & 8 (QTY. 1) CC4.(P-6) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; SAG 240APVC. 120V, 10 AMP CIRCUIT, INCLUDES 3" IN/OUT UNIONS. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CD1.(P-7) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO XF, XFK-20, #022019, 5 HP, 480V, 6.6 AMPS, 3ɸ, PORT SIZE: 3" X 3". SHEET H1 SP.506, DETAIL 13 (QTY. 1) CURVE (G) CD2.(P-7) SAND FILTERS: PENTAIR POOL PRODUCT, TR140C, #140316, 7.06 SF, BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT. MODEL #263080, PVC FULL LOW XF, 2-INCH. SEE: SHEET H1 SP.505, DETAIL 14 (QTY. 2) CD3.(P-7) HEATER: CAMUS DYNAFORCE. MODEL #DR(H)1000, INPUT RATING OF 1,000,000 BTU/HR, NATURAL GAS. 120V, 20.0 AMPS, WATER CONNECTION: 2-INCH NPT, GAS CONNECTION: 1-INCH NPT. SEE: SHEET H1 SP.506, DETAIL 5, 6, 7 & 8 (QTY. 1) CD4.(P-7) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; SAG 240APVC. 120V, 10 AMP CIRCUIT, INCLUDES 3" IN/OUT UNIONS. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CE1.(SP-1) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-12, #011516, 3 HP, 208/230V, 15.0/13.6 AMPS, 1ɸ PORT SIZE: 2" X 2". SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 2) PUMP CURVE (J) CE2.(SP-1) SAND FILTER: PENTAIR POOL PRODUCT, TR100C, #140315, 4.9 SF, BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT. MODEL #263080, PVC FULL FLOW XF, 2-INCH. SEE: SHEET H1 SP.506, DETAIL 14 (QTY. 2) CE3.(SP-1) HEATER: CAMUS DYNAFORCE. MODEL #DR(H)0500, INPUT RATING OF 500,000 BTU/HR, NATURAL GAS. 120V, 20.0 AMPS, WATER CONNECTION: 1-1/2-INCH NPT, GAS CONNECTION: 1-INCH NPT. SEE: SHEET H1 SP.505, DETAIL 5, 6, & 7 (QTY. 1) CE4.(SP-1) JET BOOSTER PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-12, #011516, 3 H1, 208/230V, 15.0/13.6 AMPS, 1ɸ PORT SIZE: 2" X 2". SEE: SHEET H1 SP.505, DETAIL 13 (QTY. 1) PUMP CURVE (J) CE5.(SP-1) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; SAG 240APVC. 120V, 10 AMP CIRCUIT, INCLUDES 3" IN/OUT UNIONS. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CF1.(SP-2) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-12, #011516, 3 HP, 208/230V, 15.0/13.6 AMPS, 1ɸ PORT SIZE: 2" X 2". SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 2) PUMP CURVE (J) CF2.(SP-2) SAND FILTER: PENTAIR POOL PRODUCT, TR100C, #140315, 4.9 SF, BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT. MODEL #263080, PVC FULL FLOW XF, 2-INCH. SEE: SHEET H1 SP.506, DETAIL 14 (QTY. 2) CF3.(SP-2) HEATER: CAMUS DYNAFORCE. MODEL #DR(H)0500, INPUT RATING OF 500,000 BTU/HR, NATURAL GAS. 120V, 20.0 AMPS, WATER CONNECTION: 1-1/2-INCH NPT, GAS CONNECTION: 1-INCH NPT. SEE: SHEET H1 SP.505, DETAIL 5, 6, & 7 (QTY. 1) CF4.(SP-2) JET BOOSTER PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-12, #011516, 3 HP, 208/230V, 15.0/13.6 AMPS, 1ɸ PORT SIZE: 2" X 2". SEE: SHEET H1 SP.505, DETAIL 13 (QTY. 1) PUMP CURVE (J) CF5.(SP-2) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; SAG 240APVC. 120V, 10 AMP CIRCUIT, INCLUDES 3" IN/OUT UNIONS. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) (SP-3) SPACG CG1.(SP-3) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-12, #011516, 3 HP, 208/230V, 15.0/13.6 AMPS, 1ɸ PORT SIZE: 2" X 2". SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 2) PUMP CURVE (J) CG2.(SP-3) SAND FILTER: PENTAIR POOL PRODUCT, TR100C, #140315, 4.9 SF, BACKWASH VALVE - FILTER: PENTAIR POOL PRODUCT. MODEL #263080, PVC FULL FLOW XF, 2-INCH. SEE: SHEET H1 SP.506, DETAIL 14 (QTY. 2) CG3.(SP-3) HEATER: CAMUS DYNAFORCE. MODEL #DR(H)0500, INPUT RATING OF 500,000 BTU/HR, NATURAL GAS. 120V, 20.0 AMPS, WATER CONNECTION: 1-1/2-INCH NPT, GAS CONNECTION: 1-INCH NPT. SEE: SHEET H1 SP.505, DETAIL 5, 6, & 7 (QTY. 1) CG4.(SP-3) JET BOOSTER PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-12, #011516, 3 HP, 208/230V, 15.0/13.6 AMPS, 1ɸ PORT SIZE: 2" X 2". SEE: SHEET H1 SP.505, DETAIL 13 (QTY. 1) PUMP CURVE (J) CG5.(SP-3) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; SAG 240APVC. 120V, 10 AMP CIRCUIT, INCLUDES 3" IN/OUT UNIONS. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) (F-3.1) FOUNTAINF3 F2A.(F-2) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-4, #011513, 1 HP, 208/230V, 7.8/7.4 AMPS, 1ɸ, PORT SIZE: 2" X 2". SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) PUMP CURVE (G) F2B.(F-2) CIRCULATION FILTER: PENTAIR POOL PRODUCT. MODEL: PLM300, 300SF, SEE: SHEET H1 SP.506 DETAIL 15 (QTY. 1) F2C.(F-2) JET PUMP - WATER FEATURE (F-4): PENTAIR POOL PRODUCT. MODEL: WHISPERFLO XF, XFE-20, #022011, 5 H1, 208/230V, 22.0/23.0 AMPS, 1ɸ PORT: 3" X 3". SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) PUMP CURVE (A) (F-3.2) FOUNTAINF3 32 0 ' - 0 " F3A.(F-3) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-4, #011513, 1 HP, 208/230V, 7.8/7.4 AMPS, 1ɸ, PORT SIZE: 2" X 2". SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) PUMP CURVE (G) F3B.(F-3) CIRCULATION FILTER: PENTAIR POOL PRODUCT. MODEL: PLM300, 300SF, SEE: SHEET H1 SP.506 DETAIL 15 (QTY. 1) F3C.(F-3) JET PUMP: PACO, VERTICAL MODEL, 20 HP, 460V, 3 ɸ, 30.0 AMPS, PORT SIZE: 6-INCH X 6-INCH. CUSTOM H&L STRAINER BY MERMAID F3A*.(F-3) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-3, #011515, 3/4 H1, 208/230V, 7.0/6.4 AMPS, 1ɸ, PORT SIZE: 2" X 2". SEE: SHEET H1 SP.505, DETAIL 13 (QTY. 1) PUMP CURVE (G) F3B*.(F-3) CIRCULATION FILTER: PENTAIR POOL PRODUCT. MODEL: PLM300, 300SF, SEE: SHEET SP-503 DETAIL 2 (QTY. 1) F3C*.(F-3) JET PUMP: PENTAIR POOL PRODUCT, MODEL - EQK-1500, #340024, 15 H1, 208-230V, 40.0-38.0 FULL LOAD AMPS, 3-PHASE, PORT SIZE: 6 INCH X 4 INCH. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) CURVE (E) SEE: H1 SP.601 SCHEMATIC (1) SEE: H1 SP.601 SCHEMATIC (2) SEE: H1 SP.601 SCHEMATIC (3) SEE: H1 SP.602 SCHEMATIC (1) SEE: H1 SP.602 SCHEMATIC (2) SEE: H1 SP.602 SCHEMATIC (3) SEE: H1 SP.602 SCHEMATIC (4) SEE: H1 SP.603 SCHEMATIC (2) 24'-8" 7' - 1 " 6' - 0 " CA1 CA2 CA3 CA4 CB1CB2 CB3 CB4 CA2CA2 CB2 CC1CC2 CC3 CC4 CC2 CD2 CD3 CD1 CD4 CD2 CE1CE2 CE3 CE4 CE5 CE2 CF1CF2 CF3 CF4 CF5 CF2 CG3 CG5 CG1 CG4 CG2 F2A F2B C2C F3A S1 S1 S1 S1 S1 S1 S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S10 S11 S12 V1 V2 V3 V3 V3 V3 V4 V4 V4 V4 V4 V4 V4 V4 V6 V6 V6 V6 V6 V6 V6 V7 E1E2 E5 E6 E7 ST1 ST3 ST4 ST4 ST5 ST2 ST2 ST2 ST2 ST2 ST2 (REMOVED) (REMOVED) ST5 1 1 1 1 1 1 Dec 09, 2020 01/26/2021 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 VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 2019.10.04 50% CD BID SET 2020.07.03 PERMIT SET 2020.12.08 PERMIT RESUBMIT1 H1 SP.702 MONTAGE HOTEL AQUATIC EQUIPMENT ROOM 3D ISOMETRIC #1 Scale: NTS (H1) RESORT SPA BUILDING - EQUIPMENT ROOM #1 - (3D ISO)1 Dec 09, 2020 01/26/2021 NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL ELECTRICAL NOTES ABBREVIATIONS GENERAL NOTES SYMBOL LEGEND - POWERELECTRICAL NOTES SYMBOL LEGEND - LIGHTING SYMBOL LEGEND - LIGHTING CONTROLS H1 SPE.001 ELECTRICAL SYMBOLS, NOTES AND ABBREVIATIONS 01/26/2021 6 6 4 6 6 4 1 1 1 1 1 1 2 2 2 2 2 2 2 2 UTILITYTRANS. 3F T 6 I N 3FT 6IN 4FT 4F T 3FT 6 I N 5FT 4FT 6IN 5FT 3F T 6 I N 3 F T 6 I N 5F T 5F T 4F T 6 I N 4F T 6 I N 4FT 4FT 4F T 4FT 6IN 3F T 6 I N R1 9 ' - 0 1 2" R 2 7 ' - 8 " R2 8 ' - 1 0 12" R3 1 ' - 2 " R1 8 ' - 1 1 12" R3 1 ' - 2 " R2 0 ' - 6 " R41'-612" R20'-2" R19'-10" R29'-10" R11'-01 2" R24'-10" R25'-2" R2 6 ' - 1 0 " R7 9 ' - 1 0 " R 3 0 ' - 2 " R1 9 ' - 1 0 " R 2 0 ' - 2 " R 1 7 ' - 8 12" R19 ' - 2 " R28'-6" R 1 4 ' - 1 0 1 2" R21'-0" R29'-0" R 2 3 ' - 0 " R3 4 ' - 0 " R1 6 ' - 0 " R 2 4 ' - 0 " 2'-5 " 2'- 5 " 3'-0" 3'- 0 " 3'-0" 5FT 5FT 3FT 6 I N 3F T 6 I N 4F T 6 I N 4FT 6 I N 4F T 6 I N 4F T 6 I N 3FT 6 I N 3FT 6 I N 3FT 6 I N 2FT 2FT 1FT 1FT R 3 0 ' - 2 " R3 1 ' - 6 " R 1 2 ' - 0 " R29'- 0 " R 2 2 ' - 0 " R 3 0 ' - 2 " R12'- 0 " R32' - 6 " R12 8 ' - 2 " R26'-43 4" R37'-5" R36'-7" R35'-7" R 7 ' - 0 " R 6 ' - 0 " R 5 ' - 0 " R4 ' - 0 " R6'-9" R5'-9" R4'-9 " R3' - 9 " R 1 6 ' - 0 " R2 5 ' - 0 " R 2 6 ' - 0 " R2 6 ' - 0 " R 1 6 ' - 0 " 2'-5" 2'-5" 3'-0" 3F T 6 I N 4FT 6IN 4FT 6 I N 5FT 5FT 4FT 4FT 3FT 3FT 6IN 3FT 6 I N 2 F T 1F T 2FT 1FT R 3 5 ' - 3 1 2" R 2 4 ' - 7 " R35' - 0 " R9 ' - 0 " R3 6 ' - 0 " R2 7 ' - 0 " R 1 0 ' - 0 " R 2 0 ' - 0 " R1 2 ' - 6 " R4 ' - 0 " R5 ' - 0 " R6 ' - 0 " R 7 ' - 0 " R16'-0" R15'- 01 2" 3' - 0 " R21 ' - 7 " R2'- 0 " R3'-0" R4'-0" R5'-0" 3F T 6 I N 3FT 6IN 3FT 6 I N 3F T 6 I N 3FT 6 I N 3F T 6 I N 3 F T 6 I N 3FT 6 I N 3 F T 6 I N R3'-10" R35 ' - 1 1 2" R3 ' - 1 0 " R31'-6" R3'-10 " R2 8 ' - 6 " R36 ' - 5 1 2" R37 ' - 5 1 2" R38 ' - 5 12" R1 3 ' - 4 " R 1 3 ' - 4 " R3'-10" R3'- 1 0 " R12' - 8 " R 3 ' - 6 " R12 ' - 8 " R 3 ' - 6 " R7 ' - 0 " R7 ' - 0 " R6'-0 " R5'-0" R4'-0" R 6 ' - 0 " R5 ' - 0 " R4 ' - 0 " 3 F T 3FT 6 I N 3F T 6 I N 2F T 1F T 3 F T 1FT 2F T R28'-2" R11'-0" R38'-2 1 2 " R9 ' - 0 " R19'- 1 0 " 3'-0" 16 ' - 2 12" 36 ' - 4 " 25'-8" 18 ' - 3 " 70'-11" R7 4 ' - 0 " R7 4 ' - 8 " 6'- 0 " 23'-11" 12 ' - 1 1 " EQUIPMENT ROOM POOL P-1 POOL P-5 POOL P-7 SPA SP-1 SPA SP-3 WATER FEATURE F-2 WATER FEATURE F-1 1 SPE.105 1 SPE.106 1 SPE.107 1 SPE.112 1 SPE.101 NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL (H1) MONTAGE HOTEL - AQUATIC - (SITE PLAN)1 1/16" = 1'-0"NORTH H1 SPE.002 H2 SS CC MC PA 4 PA 2 PA 5 PA 10A PA 6 CH R2 R3 H1 GR H1 AH R1 3FT NO DIVING OFF 15 O 510 INTERMATIC EMERGENCY POOL MAIN DRAINS HANDRAIL DEPTH MARKERSWALL INLET LED LIGHT SKIMMER AUTOFILL SUCTION FITTING DECK HYDRANT TIMER & SHUT-OFF GFCI OUTLET JUNCTION BOX ADA LIFT & APPROACH FLOW ARROW POOL GRABRAIL SPA MAIN DRAINS SPA JET FLOOR INLET ELECTRICAL BOX Tel 619.557.2500Fax 619.557.2520 1 SP001 DETAIL NUMBER 1 VIEW TITLE Scale: 1:1 REFERENCE NUMBER / SHEET NUMBER WINDOW BOX SYMBOL KEY SYMBOL KEY SHEET LOCATION DETAIL BLOCK REFERENCE MONTAGE SITE PLAN 01/26/2021 3F T 6 I N 3FT 6IN 4FT 4F T 3F T 6 I N 5FT 4FT 6IN 5FT 3F T 6 I N 3 F T 6 I N 5F T 5 F T 4F T 6 I N 4F T 6 I N 4FT 4FT 4F T 4FT 6I N 3 F T 6 I N 5FT 5F T 4F T 6 I N 4FT 6 I N 4F T 6 I N 4F T 6 I N 3FT 6 I N 3FT 6 I N 3FT 6 I N 2FT 2FT 1FT 1F T R 3 0 ' - 2 " R3 1 ' - 6 " R 1 2 ' - 0 " R29'- 0 " R 2 2 ' - 0 " R 3 0 ' - 2 " R32' - 6 " R12 8 ' - 2 " R26'-43 4" R37'-5" R36'-7" R35'-7" R 7 ' - 0 " R 6 ' - 0 " R 5 ' - 0 " R 4 ' - 0 " R 1 6 ' - 0 " R 2 5 ' - 0 " R 2 6 ' - 0 " R2 6 ' - 0 " 2'-5" 3'-0" 3FT 2FT 1FT R 3 5 ' - 3 1 2" R 2 4 ' - 7 " R15' - 0 1 2" R21 ' - 7 " NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL (H1) MONTAGE HOTEL - POOL (P-1) - PLAN13/16" = 1'-0"NORTH H1 SPE.101 ELECTRICAL WATER FEATURE E1.LIGHT POOL; PENTAIR POOL PRODUCT, LED, 400 WATT EQUIVALENT, 120V. 250FT. CORD SEE; SHEET H1 SP.503, DETAIL 13 (QTY. 8) E2.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. (4) CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4'' PVC CONDUIT. SEE: SHEET H1 SP.503, DETAIL 15 & H1 SP.507 DETAIL 2 (QTY. 2) E3.BONDING: SEE: SHEET H1 SP.503, DETAIL 16 WF5.FOUNTAIN LIGHT (WHITE): LED, 20 WATTS, 12V. 15FT CORD SEE: (QTY. 14) WF6.UNDERWATER JUNCTION BOX (LIGHTS): 8 LIGHTS, BRONZE, (QTY. 2) (H1) MONTAGE HOTEL - POOL (P-1) - PLAN 01/26/2021 5 F T 4F T 6 I N 4F T 3 F T 6 I N R25'-2" R 1 4 ' - 1 0 1 2" R21'-0" R29'-0" 5FT 5F T 3FT 6 I N 3F T 6 I N 4F T 6 I N 4FT 6 I N 4F T 6 I N 4F T 6 I N 3FT 6 I N 3FT 6 I N 3FT 6 I N 2FT 2FT 1FT 1F T 4FT 6 I N 5FT 4F T 3FT 2 F T 1F T 2FT 1FT R 3 5 ' - 3 1 2" R 2 4 ' - 7 " R35 ' - 0 " R 9 ' - 0 " R4 ' - 0 " R5 ' - 0 " R 6 ' - 0 " R 7 ' - 0 " R16'-0" R15' - 0 2 3' - 0 " R21 ' - 7 " NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL (H1) MONTAGE HOTEL - POOL (P-5) - PLAN11/4" = 1'-0"NORTH H1 SPE.105 E1.LIGHT POOL; PENTAIR POOL PRODUCT, LED, 400 WATT EQUIVALENT, 120V. 250FT. CORD SEE; SHEET H1 SP.503, DETAIL 13 (QTY. 8) E2.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. (4) CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4'' PVC CONDUIT. SEE: SHEET H1 SP.503, DETAIL 15 & H1 SP.507 DETAIL 2 (QTY. 2) E3.BONDING: SEE SHEET H1 SP.503, DETAIL 16 E4.BEACH ENTRY LIGHTS: PENTAIR POOL PRODUCT, LED, 15 WATT, 12V, 100FT. CORD. (QTY. 2) SEE: SHEET H1 SP.503 DETAIL 15 ELECTRICAL WATER FEATURE WF5.FOUNTAIN LIGHT (WHITE): CRYSTAL FOUNTAIINS, LED, 20 WATTS, 12V. 15FT CORD SEE: (QTY. 14) WF6.UNDERWATER JUNCTION BOX (LIGHTS): 8 LIGHTS, BRONZE, (QTY. 2) (H1) MONTAGE HOTEL - POOL (P-5) - PLAN 01/26/2021 5FT 4FT 6 I N R 2 2 ' - 0 " R 3 0 ' - 2 " R12 8 ' - 2 " R 2 6 ' - 0 " R2 6 ' - 0 " 3'-0" 3F T 6 I N 4FT 6IN 4FT 6 I N 5FT 5FT 4FT 4F T 3FT 3FT 6IN 3FT 6 I N 2 F T 1F T 2FT 1FT R 3 5 ' - 3 1 2" R 2 4 ' - 7 " R35 ' - 0 " R 9 ' - 0 " R3 6 ' - 0 " R2 7 ' - 0 " R 1 0 ' - 0 " R 2 0 ' - 0 " R1 2 ' - 6 " R4 ' - 0 " R5 ' - 0 " R 6 ' - 0 " R 7 ' - 0 " R16'-0" R15' - 0 1 2" 3' - 0 " R21 ' - 7 " R2'- 0 " R3'-0" R4'-0" R5'-0" 3FT 6IN 3FT 6 I N 3F T 6 I N R 1 3 ' - 4 " R 1 3 ' - 4 " R3'-10" R3'- 1 0 " R7'- 0 " R6'-0 " R5'-0" R4'-0" EMERGE N C Y STOP OFF15 O 510 INTERM A T I C NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL (H1) MONTAGE HOTEL - POOL (P-6) - PLAN11/4" = 1'-0"NORTH H1 SPE.106 E1.LIGHT-POOL; PENTAIR POOL PRODUCT, LED, 400 WATT EQUIVALENT, 120V. 250FT. CORD SEE: SHEET H1 SP.503, DETAIL 13 (QTY. 4) E2.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. (4) & (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. SEE: SHEET H1 SP.503, DETAIL 15 & H1 SP.507 DETAIL 2 & 3 (QTY. 2) E3. BONDING: SEE SHEET H1 SP.503, DETAIL 16 E4. BEACH ENTRY LIGHTS: PENTAIR POOL PRODUCT, LED, 15 WATT, 12V, 100FT. CORD. (QTY. 2) SEE: SHEET SP.501 DETAIL 15 ELECTRICAL - POOL P-6 E1.LIGHT-SPA; PENTAIR POOL PRODUCT, LED, 100 WATT EQUIVALENT, 12V. 150FT. CORD SEE: SHEET H1 SP.503, DETAIL 14. (QTY. 1) E2. BONDING: SEE SHEET H1 SP.502, DETAIL 16 E3.15 MINUTE TIMER - SPA: JET PUMP TIMER PRODUCT OF INTERMATIC. 15 MINUTE MAXIMUM TIME CYCLE WITH NO OVERRIDE FEATURE. SEE: SHEET H1 SP.503, DETAIL 4 (QTY. 1) E4.EMERGENCY POWER-OFF SWITCH. SHUTS OFF POWER IN AN EMERGENCY TO SPA CIRCULATION & BOOSTER PUMPS. SHEET H1 SP.503, DETAIL 4 (QTY. 1) E5.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. SEE: SHEET H1 SP.507 DETAIL 3 (QTY.1) ELECTRICAL - SPA SP-2 (H1) MONTAGE HOTEL - SPA (SP-2) - PLAN21/4" = 1'-0"NORTH (H1) MONTAGE HOTEL - POOL (P-6) & SPA (SP-2) - PLANS 01/26/2021 2 2 2 2 2 2 3 F T 6 I N 3F T 6 I N 3 F T 6 I N R12 ' - 8 " R 3 ' - 6 " R12 ' - 8 " R 3 ' - 6 " R 7 ' - 0 " R 6 ' - 0 " R 5 ' - 0 " R 4 ' - 0 " 3 F T 3FT 6 I N 3F T 6 I N 2F T 1F T 3 F T 1FT 2F T NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL (H1) MONTAGE HOTEL - POOL (P-7) - PLAN11/4" = 1'-0"NORTH H1 SPE.107 E1.LIGHT-POOL; PENTAIR POOL PRODUCT, LED, 400 WATT EQUIVALENT, 120V. 250FT. CORD SEE: SHEET H1 SP.503, DETAIL 13 (QTY. 3) E2.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. (4) & (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. SEE: SHEET H1 SP.503, DETAIL 15 & H1 SP.507 DETAIL 2 & 3 (QTY. 2) E3. BONDING: SEE: SHEET H1 SP.503, DETAIL 16 E4. BEACH ENTRY LIGHTS: LIGHTS; PENTAIR POOL PRODUCT, LED, 500 WATT EQUIVALENT, 120V. 100FT. CORD. (QTY. 2) SEE: SHEET SP.503 DETAIL 15 ELECTRICAL - POOL P-7 (H1) MONTAGE HOTEL - SPA (SP-3) - PLAN21/4" = 1'-0"NORTH E1.LIGHT-SPA; PENTAIR POOL PRODUCT, LED, 100 WATT EQUIVALENT, 12V. 150FT. CORD SEE: SHEET H1 SP.503, DETAIL 14. (QTY. 1) E2. BONDING: SEE: SHEET H1 SP.502, DETAIL 16 E3.15 MINUTE TIMER - SPA: JET PUMP TIMER PRODUCT OF INTERMATIC. 15 MINUTE MAXIMUM TIME CYCLE WITH NO OVERRIDE FEATURE. SEE: SHEET H1 SP.503, DETAIL 4 (QTY. 1) E4.EMERGENCY POWER-OFF SWITCH. SHUTS OFF POWER IN AN EMERGENCY TO SPA CIRCULATION & BOOSTER PUMPS. PENTAIR. LX8202 SHEET H1 SP.503, DETAIL 4 (QTY. 1) E5.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. SEE: SHEET H1 SP.507 DETAIL 3 (QTY.1) ELECTRICAL - SPA SP-3 (H1) MONTAGE HOTEL - POOL (P-7) & SPA (SP-3) - PLANS 01/26/2021 3 F T 6 I N 3 F T 6 I N R19'-10" R29'-10" R11'-01 2" R24'-10" R28'-6" R 1 4 ' - 1 0 1 2" R21'-0" 2'- 5 " 3FT 6 I N 3F T 6 I N 4F T 6 I N 3F T 6 I N 3F T 6 I N 3F T 6 I N EMERGENC Y STOP OFF 15 O 510 INTERMATIC NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL (H1) MONTAGE HOTEL - SPA (SP-1) - PLAN11/4" = 1'-0"NORTH H1 SPE.108 E1.LIGHT-SPA; PENTAIR POOL PRODUCT, LED, 100 WATT EQUIVALENT, 12V. 150FT. CORD SEE: SHEET H1 SP.503, DETAIL 14. (QTY. 1) E2. BONDING: SEE SHEET H1 SP.502, DETAIL 16 E3.15 MINUTE TIMER - SPA: JET PUMP TIMER PRODUCT OF INTERMATIC. 15 MINUTE MAXIMUM TIME CYCLE WITH NO OVERRIDE FEATURE. SEE: SHEET H1 SP.503, DETAIL 4 (QTY. 1) E4.EMERGENCY POWER-OFF SWITCH. SHUTS OFF POWER IN AN EMERGENCY TO SPA CIRCULATION & BOOSTER PUMPS. PENTAIR. LX8202 SHEET H1 SP.503, DETAIL 4 (QTY. 1) E5.JUNCTION BOX & TRANSFORMER; PRODUCT OF INTERMATIC. (2)CONNECTIONS EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX WITH 3/4" PVC CONDUIT. SEE: SHEET H1 SP.507 DETAIL 3 (QTY.1) ELECTRICAL (H1) MONTAGE HOTEL - SPA (SP-1) - PLAN 01/26/2021 6' - 0 " 23'-11" 12 ' - 1 1 " NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL (H1) MONTAGE HOTEL - WATER FEATURE (F-2) - PLAN11/2" = 1'-0"NORTH H1 SPE.112 E1.FOUNTAIN LIGHT (WHITE): CRYSTAL FOUNTAINS, LED040, LOW VOLTAGE, 20 WATTS, 12V. 15FT CORD SEE: SHEET H1 SP-5.04, DETAIL 4 (QTY. 8) E2.UNDERWATER JUNCTION BOX (LIGHTS): CRYSTAL FOUNTAINS. MODEL EBJ SERIES, CONNECTION UP TO 8 LIGHTS, CAST BRONZE, EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX SHEET H1 SP-3.04, SECTIONS 2 & 3 (QTY. 1) E3. BONDING: SEE: SHEET H1 SP.503, DETAIL 16 ELECTRICAL MONTAGE HOTEL AQUATIC EQUIPMENT ROOM 01/26/2021 P- 5 ( P O O L ) 20 0 G P M 18 0 S Q F T . 1 3 8 A S R ELECTRICAL WALL WITH PANEL, TIMERS & CONTROLLERS SP - 1 ( S P A ) 15 0 G P M 18 0 S Q F T . 1 4 0 A S R P- 7 ( P O O L ) 20 0 G P M 18 0 S Q F T . 1 3 8 A S R SP - 3 ( S P A ) 10 5 G P M 11 0 S Q F T . F- 2 ( W A T E R F E A T U R E ) 70 G P M 11 0 S Q F T . SP - 2 ( S P A ) 15 0 G P M 18 0 S Q F T . 1 4 0 A S R P- 6 ( P O O L ) 20 0 G P M 18 0 S Q F T . 1 3 8 A S R F- 3 ( W A T E R F E A T U R E ) F- 3 . 1 , F - 3 . 2 BO O S T E R P-1 (POOL) 300GPM 180 SQFT. 138 ASR F- 3 ( W A T E R F E A T U R E ) F- 3 . 1 , F - 3 . 2 CI R C U L A T I O N (2 ) 2 " (C O L D W A T E R F I L L MA N I F O L D S ) BACKWASH TANK NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL H1 SPE.701 NORTH (H1) RESORT SPA BUILDING - LAP POOL - (PLAN)1 3/8" = 1'-0"NORTH E1.TIME CLOCK - POOL & SPA LIGHTS: PRODUCT OF INTERMATIC. MODEL #PE153, 120V - 60HZ, DIGITAL CONTROL & PENTAIR PS-300 TRANSFORMER - SEE: SHEET H1 SP.507, DETAIL 2 & 3. (QTY. 7) E2. COMMERCIAL SPA CONTROL SYSTEM - PENTAIR POOL PRODUCTS: LX8202 SEE: SHEET H1 SP.507, DETAIL 4 (QTY. 3) E3. VARIABLE FREQUENCY DRIVE - H2 FLOW CONTROLS, 15 HP CUSTOM, SEE: SHEET H1 SP.507, DETAIL 1 (QTY. 1) E4. VARIABLE FREQUENCY DRIVE - H2 FLOW CONTROLS, 20 HP CUSTOM, SEE: SHEET H1 SP.507, DETAIL 1 (QTY. 1) E5.WATER FEATURE LIGHT CONTROLLER: CRYSTAL FOUNTAINS, SEE: SHEET 120V, 20 AMPS, H1 SP.507, DETAIL 12 (QTY. 3) E7.WIND CONTROL SYSTEM: CRYSTAL FOUNTAINS, MODEL #ECW100 MEP TO 120V 10 AMPS, SHEET H1 SP.507, DETAIL 11 (QTY. 3) S1.CHEMISTRY CONTROLLER - SPA POOL. SEE SHEET H1 SP.506, DETAIL 1. (QTY. 7) S2.CHLORINE FEED PUMP: PRODUCT OF STENNER PUMP COMPANY. SEE SHEET H1 SP.506, DETAIL 2 & 3. (QTY. 7 & 2 BACK-UPS) S3.ACID FEED PUMP: PRODUCT OF STENNER PUMP COMPANY. SEE: H1 SP.506, DETAIL 2 & 3 (QTY. 7 & 2 BACK-UPS) S6.BID ALT - SECONDARY SANITIZER: API AND CHEMICAL FEED PUMPS (7). SEE SHEET H1 SP.506, DETAIL 10. (QTY. 1) S12.POOL VAC: WATER CO - MODEL: ULTRA-VAC PORTABLE 3/4H1, PN# 16V1275 (QTY. 1) CA1.(P-1) CIRCULATION PUMP: PENTAIR POOL PRODUCT, MODEL - EQK-750, #340022, 7.5H1, 480V-3Ø, SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) CA3.(P-1) HEATER: CAMUS DYNAFORCE. NATURAL GAS. 120V, 20.0 AMPS, SEE: SHEET H1 SP.506, DETAIL 5, 6, 7, & 8 (QTY. 1) CA4.MODEL: WHISPERFLO, 3 Hp, 208/230V, 1Ø, 1. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 2) CA5.UV SANITIZER - LAP POOL (P-8): PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; 120V, 10 AMP CIRCUIT. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CB1.(P-5) CIRCULATION PUMP: PENTAIR POOL PRODUCT. 5 Hp, 480V-3Ø, 20.0 AMPS. SHEET H1 SP.506, DETAIL 13 (QTY. 1) CB3.(P-5) HEATER: CAMUS DYNAFORCE. NATURAL GAS. 120V, 20.0 AMPS. SEE: SHEET H1 SP.506, DETAIL 5, 6, 7 & 8 (QTY. 1) CB4.MODEL: WHISPERFLO, 3 Hp, 208/230V, 1Ø. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) CB5.(P-5) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; 120V, 10 AMP CIRCUIT. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CC1.(P-6) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: EQ SERIES, EQ-500, #340021, 5 HP, 480V-3Ø, 20.0 AMPS. SHEET H1 SP.506, DETAIL 13 (QTY. 1) CC3.(P-6) HEATER: CAMUS DYNAFORCE. NATURAL GAS. 120V, 20.0 AMPS. SEE: SHEET H1 SP.506, DETAIL 5, 6, 7 & 8 (QTY. 1) CC4.MODEL: WHISPERFLO, WFE-12, #011516, 3 HP, 208/230V, 1Ø. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) CC5.(P-6) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM. 120V, 10 AMP CIRCUIT. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CD1.(P-6) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: EQ SERIES, EQ-500, #340021, 5 HP, 480V-3Ø, 20.0 AMPS. SHEET H1 SP.506, DETAIL 13 (QTY. 1) CURVE (D) CD3.(P-6) HEATER: CAMUS DYNAFORCE. NATURAL GAS. 120V, 20.0 AMPS. SEE: SHEET H1 SP.506, DETAIL 5, 6, 7 & 8 (QTY. 1) CD4.MODEL: WHISPERFLO, 3 HP, 208/230V, 1Ø, 15.0/13.6 AMPS, 1. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) CD5.(P-6) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; 120V, 10 AMP CIRCUIT. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CE1.(SP-1) CIRCULATION PUMP: PENTAIR POOL PRODUCT. 3 HP, 208/230V, 15.0/13.6 AMPS, 1. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 2) CE3.(SP-1) HEATER: CAMUS DYNAFORCE. NATURAL GAS. 120V, 20.0 AMPS. SEE: SHEET H1 SP.505, DETAIL 5, 6, & 7 (QTY. 1) CE4.(SP-1) JET BOOSTER PUMP: PENTAIR POOL PRODUCT. 3 HP, 208/230V, 1Ø, 15.0/13.6 AMPS, 1. SEE: SHEET H1 SP.505, DETAIL 13 (QTY. 1) CE5.(SP-1) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; 120V, 10 AMP CIRCUIT. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CF1.(SP-2) CIRCULATION PUMP: PENTAIR POOL PRODUCT. MODEL: WHISPERFLO, WFE-12, #011516, 3 HP, 208/230V, 1Ø. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 2) CF3.(SP-2) HEATER: CAMUS DYNAFORCE. NATURAL GAS. 120V, 20.0 AMPS. SEE: SHEET H1 SP.505, DETAIL 5, 6, & 7 (QTY. 1) CF4.(SP-2) JET BOOSTER PUMP: PENTAIR POOL PRODUCT. 3 HP, 208/230V, 1Ø. SEE: SHEET H1 SP.505, DETAIL 13 (QTY. 1) CF5.(SP-2) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; 120V, 10 AMP CIRCUIT. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) CG1.(SP-3) CIRCULATION PUMP: PENTAIR POOL PRODUCT. 3 HP, 208/230V, 1Ø. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 2) CG3.(SP-3) HEATER: CAMUS DYNAFORCE. NATURAL GAS. 120V, 20.0 AMPS. SEE: SHEET H1 SP.505, DETAIL 5, 6, & 7 (QTY. 1) CG4.(SP-3) JET BOOSTER PUMP: PENTAIR POOL PRODUCT. 3 HP, 208/230V, 1Ø. SEE: SHEET H1 SP.505, DETAIL 13 (QTY. 1) CG5.(SP-3) UV SANITIZER: PRODUCT OF CHLOR KING; SENTRY ULTRAVIOLET LIGHT SYSTEM; 120V, 10 AMP CIRCUIT. SEE: SHEET H1 SP.506, DETAIL 9 (QTY. 1) F2A.(F-2) CIRCULATION PUMP: PENTAIR POOL PRODUCT. 1 HP, 208/230V, 1Ø, 7.8/7.4 AMPS, 1. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) FF2C.(F-2) JET PUMP - WATER FEATURE (F-4): PENTAIR POOL PRODUCT. MODEL: WHISPERFLO XF, XFE-20, #022011, 5 H1, 208/230V, 1Ø. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1)) F3A.(F-3) CIRCULATION PUMP: PENTAIR POOL PRODUCT. 1 HP, 208/230V, 1Ø. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) PUMP CURVE (G) F3C.(F-3) JET PUMP: 20 HP, 460V, 3Ø. F3A*.(F-3) CIRCULATION PUMP: PENTAIR POOL PRODUCT. 3/4 HP, 208/230V, 1Ø. SEE: SHEET H1 SP.505, DETAIL 13 (QTY. 1) F3C*.(F-3) JET PUMP: PENTAIR POOL PRODUCT, MODEL - EQK-1500, #340024, 15 H1, 480V-3Ø, LOAD AMPS. SEE: SHEET H1 SP.506, DETAIL 13 (QTY. 1) (P-1) POOL (P-5) POOL (P-7) POOL (SP-2) SPA (SP-3) SPA (P-6) POOL (SP-1) SPA (F-2) FOUNTAIN (F-3.2) FOUNTAIN SANITATION EQUIPMENT ELECTRICAL (F-3.1) FOUNTAIN POOL EQUIPMENT FEEDER SCHEDULE ITEM #DESCRIPTION P-1 POOL P-5 POOL P-6 POOL P-7 POOL SP-1 SPA SP-2 SPA SP-3 SPA F-2 FOUNTAIN F-3.1 FOUNTAIN F-3.2 FOUNTAIN SANITATION EQUIPMENT ELECTRICAL VOLT PH AMPS HP CIRCUIT CONDUIT / WIRE NOTES (H1) MONTAGE HOTEL AQUATIC EQUIPMENT ROOM 01/26/2021 NO: © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 225 Broadway Suite 1600 San Diego, CA 92101 United States VARIES 55.7598.000 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 ER GIS E IONA L T E R E D P R O F SS E I N E ER N G IANROA FILACFOET T S SARAH J. LESKA E15696 ELECTRICAL H1 SPE.702 SPECIFICATIONS 01/26/2021