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BPOL2020-0122ADDITIONAL 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 7/30/2020 7/30/2020 NOTIFIED TEAKA MCCARTHY W/ GENSLER THAT PLAN REVIEW IS COMPLETE AND REVISIONS ARE REQUIRED. SENT COMMENTS VIA EMAIL. E-MAIL JAKE FUSON 10/8/2020 10/8/2020 NOTIFIED APPLICANT THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE PENDING RESOLUTION OF CONDITIONS FOR ISSUANCE (SEE CONDITIONS TAB). RESUBMITTAL JAKE FUSON 9/23/2020 9/23/2020 2ND SUBMITTAL RECEIVED 9/22/2020. CONDITIONS Description: SILVERROCK / SHARED SERVICES WATER FEATURES Type: POOL CONSTRUCTION (WEB) Subtype: WATER FEATURE Status: ISSUED Applied: 7/8/2020 ECON Parcel No: 777490014 Site Address: 79179 AHMANSON LN LA QUINTA,CA 92253 Approved: 10/8/2020 JFU Subdivision: PM 33367 Block: Lot: 22 Issued: 10/14/2021 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $268,905.00 Occupancy Type: Construction Type: Expired: 10/14/2022 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: SILVERROCK / (4) DECORATIVE WATER FEATURES AT SHARED SERVICES BUILDING. STRUCTURAL REVIEW AND APPROVAL GRANTED THROUGH BPOL2020-0121. 2019 CALFORNIA BUILDING CODES. Printed: Tuesday, July 19, 2022 10:07:54 AM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0122 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT GENSLER SAN DIEGO 225 BROADWAY STE 100 SAN DIEGO CA 92101 (949)474-2001 teaka_mccarthy@gensl er.com CONTRACTOR R D OLSON CONSTRUCTION INC 400 SPECTRUM CENTER DR. STE 1200 IRVINE CA 92618 (949)474-2001 KCARLISLE@RDOLSON. COM OWNER SilverRock Lodging, LLC 3551 FORTUNA RANCH ROAD ENCINITAS CA 92024 (949)474-2001 stepehen@therobertgr eencompany.com PROJECT MANAGER THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 (949)474-2001 JOSH@THEROBERTGRE ENCOMPANY.COM READY TO ISSUE CHECKLIST JAKE FUSON 10/8/2020 8/12/2021 COMPLETE THE FOLLOWING IS REQUIRED IN ORDER TO ISSUE: -CONTRACTOR -CORRECT PROJECT VALUATION UPDATE: PROJECT VALUATION RECEIVED. CONTRACTOR INFO RECEIVED FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $11.00 $11.00 10/14/21 MR972 1641 CHECK SILVER ROCK PH1 LLC AHI Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $11.00 $11.00 DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $603.75 $603.75 10/14/21 MR972 1641 CHECK SILVER ROCK PH1 LLC AHI WATER FEATURE 101-0000-42404 0 $201.25 $201.25 10/14/21 MR972 1641 CHECK SILVER ROCK PH1 LLC AHI WATER FEATURE PC 101-0000-42600 0 $109.48 $109.48 10/14/21 MR972 1641 CHECK SILVER ROCK PH1 LLC AHI Total Paid for POOL / SPA 2019: $914.48 $914.48 Printed: Tuesday, July 19, 2022 10:07:54 AM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0122 BOND INFORMATION INSPECTIONS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS - ETRAKIT (1 DAY)AJ ORTEGA 7/8/2020 7/9/2020 7/10/2020 COMPLETE THIS IS A COMPLETNESS REVIEW ONLY - VERIFIED ATTACHMENTS, DELETED AND RENAMED AS NECESSARY. REVIEWS MODIFIED FOR ADDITIONAL SCOPE OF WORK AND SITE SPECIFIC ENGINEERING. 1ST BLDG NS – ETRAKIT (2 WK)JAKE FUSON 7/10/2020 7/24/2020 7/30/2020 REVISIONS REQUIRED THIS IS A IN-HOUSE ARCH/MEP REVIEW - REFERENCE PERMIT BPOL2020-0121 FOR STRUCTURAL AND OTHER COMPLETE CONSULTANT REVIEW COMMENTS. SEE 1ST REVIEW COMPLETE CORRECTION LIST (ATTACHED). 2ND BLDG NS – ETRAKIT (1 WK) JAKE FUSON 9/23/2020 9/30/2020 10/8/2020 APPROVED PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 10/14/21 MR972 1641 CHECK SILVER ROCK PH1 LLC AHI Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 10/14/21 MR972 1641 CHECK SILVER ROCK PH1 LLC AHI Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$940.48 $940.48 Printed: Tuesday, July 19, 2022 10:07:54 AM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0122 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 7/8/2020 EtrakitContractor 1ST SUBMITTAL STRUCTURAL CALCULATIONS BPOL2020-0122 - 1ST SUBMITTAL STRUCTURAL CALCULATIONS.pdf 1 DOC 7/8/2020 EtrakitContractor 1ST SUBMITTAL PLAN SET BPOL2020-0122 - 1ST SUBMITTAL PLAN SET.pdf 1 DOC 7/8/2020 EtrakitContractor 1ST SUBMITTAL REFERENCE SET (1 OF 2) BPOL2020-0122 - 1ST SUBMITTAL REFERENCE SET (1 OF 2).pdf 1 DOC 7/8/2020 EtrakitContractor 1ST SUBMITTAL REFERENCE SET (2 OF 2) BPOL2020-0122 - 1ST SUBMITTAL REFERENCE SET (2 OF 2).pdf 1 DOC 9/23/2020 EtrakitContractor 2ND SUBMITTAL - STRUCTURAL CALCULATIONS CBC 2019 Calculations Combined.pdf 1 DOC 9/23/2020 EtrakitContractor 2ND SUBMITTAL - GEOTECHNICAL REPORT 8227-04 - TRGC, La Quinta Supplemental Investigation, Oct 2019.pdf 1 DOC 9/23/2020 EtrakitContractor 2ND SUBMITTAL - REFERENCE DOCUMENTS MONTAGE - (OCC) SHARED SERVICES - FOR REF - BLD RESUBMIT 1.pdf 1 DOC 9/23/2020 EtrakitContractor 2ND SUBMITTAL - PLANS MONTAGE - (OCC) SHARED SERVICES - WATER FEATURE - BLD RESUBMIT 1 DS.pdf 1 DOC 9/23/2020 EtrakitContractor 2nd Submittal - Response letter Shared Services BLD RESUBMIT - BPOL2020- 0122 - Water Features - Response Letter.pdf 1 Printed: Tuesday, July 19, 2022 10:07:54 AM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0122 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/23/2020 EtrakitContractor 2ND SUBMITTAL - ON- GRADE WATER FEATURE SPECIFICATION 13 11 23 ON GRADE WATER FEATURES.pdf 1 DOC 9/23/2020 EtrakitContractor 2ND SUBMITTAL - PUMPED CONCRETE SPECIFICATION 13 11 23.3 PUMPED CONCRETE FOR WATER FEATURES.pdf 1 DOC 9/23/2020 EtrakitContractor 2ND SUBMITTAL - WATERPROOFING SPECIFICATION 13 11 23.4 COLD FLUID- APPLIED WATERPROOFING FOR WATER FEATURES.pdf 1 DOC 9/23/2020 EtrakitContractor 2ND SUBMITTAL - TILING SPECIFICATION 13 11 23.6 TILING FOR WATER FEATURES.pdf 1 DOC 10/8/2020 JAKE FUSON APPROVED PLAN SET BPOL2020-0122 - APPROVED PLAN SET.pdf 1 Printed: Tuesday, July 19, 2022 10:07:54 AM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER BPOL2020-0122 MAIN DRAINS LED LIGHT SKIMMER AUTOFILL JUNCTION BOX FLOW ARROWFLOOR INLET FEATURE NOZZLE 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 2020.02.12 50% CD BID SET 2020.07.03 PERMIT SET 2020.09.22 BLD PERMIT RESUBMIT CODE COMPLIANCE OCC SP.001 SHARED SERVICES WATER FEATURE COVER SHEET SILVERROCK RESORT & SYMBOL KEY SPECIFICATIONS 1.131224 - EXTERIOR WATER FEATURE 2.131226 - PUMPED CONCRETE FOR WATER FEATURE 3.131228 - COLD FLUID-APPLIED WATERPROOFING FOR WATER FEATURE 4.131232 - EXTERIOR WATER FEATURE EQUIPMENT Scale: 1:1 VIEW TITLE1 SECTION REFERENCE: SHEET LOCATION: 1 SP001 DETAIL NUMBER DETAIL SCALE @ FULL PRINT SIZE SHEET NUMBER SECTION LETTER VIEW DIRECTION 1.CONTRACTOR RESPONSIBILITY 1.1.THE FOUNTAIN CONTRACTOR SHALL HAVE CONTROL AND RESPONSIBILITY TO THE GENERAL CONTRACTOR FOR THE WORK REQUIRED TO RESULT IN A FULLY FUNCTIONING COMMERCIAL FEATURE AS DEFINED IN THE CONTRACT DOCUMENTS. 1.2.THE GENERAL CONTRACTOR SHALL NOT SUBCONTRACT ANY PART OF THE SPECIFIED FOUNTAIN CONSTRUCTION OR EQUIPMENT TO ANYONE OTHER THAN A LICENSED SUBCONTRACTOR MEETING ALL REQUIREMENTS OF THIS AND RELATED SECTIONS. 2.CONTRACTOR QUALIFICATION 2.1.FOUNTAIN CONTRACTOR SHALL SUBMIT EVIDENCE OF QUALIFICATIONS TO THE GENERAL CONTRACTOR WITH OR IN ADVANCE OF HIS BID TO THE GENERAL CONTRACTOR SO THAT THE ARCHITECTURAL TEAM AND GENERAL CONTRACTOR CAN BE ASSURED PRIOR TO AWARDING THE CONTRACT THAT THE FOUNTAIN CONTRACTOR COMPLIES WITH THE FOLLOWING QUALIFICATION REQUIREMENTS. 2.2.EVIDENCE OF SUCCESSFUL EXPERIENCE IN THE CONSTRUCTION OF NOT LESS THAN THREE (3) COMMERCIAL PROJECTS OF SIMILAR DESIGN IN THE LAST FIVE (5) YEARS. 2.2.1.NOT LESS THAN 400 SQUARE FEET OF SURFACE AREA. 2.2.2.AUTOMATED CHEMISTRY CONTROL SYSTEMS. 2.3.PROVIDE A LIST OF NOT LESS THAN THREE (3) COMMERCIAL FACILITIES MATCHING 2.2 CRITERIA 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 FACILITY, INCLUDING BUT NOT LIMITED TO DATE OF CONSTRUCTION START AND COMPLETION, WATER SURFACE AREA, TYPE OF RAISED DECK SYSTEM, TYPE AND SIZE OF FILTRATION SYSTEM, TYPE AND SIZE OF WATER TREATMENT SYSTEM, AND TYPE OF AUTOMATIC CONTROL AND INTERLOCK SYSTEMS. 3.WARRANTY 3.1.ALL RELATED WORK SHALL BE WARRANTED AGAINST FAILURE TO HOLD WATER FOR A PERIOD OF ONE (2) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 3.2.ALL EQUIPMENT SHALL BE WARRANTED BY THE MANUFACTURER AND OR POOL CONTRACTOR FOR A MINIMUM OF ONE(2) YEAR FOLLOWING THE DATE OF SUBSTANTIAL COMPLETION. 3.3.WARRANT FINISH SURFACES AND FINISHES FOR (1) YEAR 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 SECTION FOR 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 SCOPE OF WORK THESE DRAWINGS REPRESENT THE WATER FEATURE FEATURE FOR THIS PROJECT ALL DECKING LIMITS, DRAINAGE, WALKWAYS, FENCING DESIGN, BATHROOMS DESIGN, UTILITIES, AND OTHER STRUCTURES SHOWN ON THE PLAN ARE DOCUMENTED BY OTHER DISCIPLINES UNDER SEPARATE BUILDING PERMIT. THE DESIGN CONTRACTED SCOPE OF WORK REPRESENTS THE FOLLOWING: SP SERIES DRAWING SPECIFICATIONS: ·FEATURE TYPE: ON GRADE ·SIZE: PER DESIGN REQUIREMENTS (CALIFORNIA) ·CONSTRUCTION TYPE: NEW ·DECKING SYSTEM: BY OTHERS ·FILTRATION SYSTEM: CARTRIDGE DESIGN PER LOCAL CODE ·SANITATION SYSTEM: CHLORINATOR FEED SYSTEMS ·ACCESSORIES: NONE ·DECK EQUIPMENT: NONE ·DESIGN REQUIREMENTS FOR WATER FEATURE, EQUIPMENT & PIPING. ·WATER FEATURE INSTALLED AS A COMPLETE WORKING SYSTEM. ·COMPLETE FILTRATION AND SANITATION EQUIPMENT. ·ELECTRICAL PANEL WITH CHEMICAL FEED PROVIDED BY MANF. ·INTERCONNECTION OF PIPING TO FILTRATION SYSTEM. (Sch. 80 PVC) ·INTERCONNECTION OF PIPING TO FEATURE SYSTEM (Sch. 80 PVC) ·SAFETY AND TEST EQUIPMENT. ·CONNECTION OF FRESH WATER FILL PROVIDED BY G.C. (PROTECTED) TO AUTOMATIC WATER LEVEL SYSTEM. ·CONTRACTOR RESPONSIBILITIES ·WARRANTY ON FOUNTAIN AND CIRCULATION EQUIPMENT. ·RELATED PERMITTING AND INFORMATION. ·START-UP AND OWNER TRAINING. ·INITIAL CHEMICAL BATCH AND WATER BALANCING. ·OPERATION GUIDE MANUAL. ·CONTRACTOR QUALIFICATIONS SUGGESTED OPERATIONAL WATER CHEMISTRY PARAMETERS. PARAMETER: MINIMUM IDEAL MAXIMUM a.FREE CHLORINE, PPM 1.0 2.0 - 4.0 5.0 b.COMBINED CHLORINE, PPM 0.0 0.0 0.2 c.TOTAL AVAILABLE CHLORINE, PPM 2.0 3.0 6.2 d. pH 7.2 7.4 - 7.5 7.6 e.TOTAL ALKALINITY, PPM 60 80 -100 120 e.TOTAL DISSOLVED SOLIDS, PPM ---- 1500 f. CALCIUM HARDNESS, PPM 150 200 - 400 1000 g.COPPER, PPM NONE NONE 0.1 h.SILVER, PPM/IRON, PPM NONE NONE 0.1 i.CYANURIC ACID 10 20 30 j. ORP 620 700 800 THE OPERATORS SHALL MAINTAIN A WRITTEN RECORD OF THESE DAILY CHEMICAL PARAMETERS AND SUBMIT THE COMPLETED REPORTS TO THEIR MANAGER AT THE END OF EACH WEEK. ALL WATER FEATURES SHALL BE MAINTAINED BY A QUALIFIED WATER TREATMENT OPERATOR FAMILIAR WITH ITS EQUIPMENT. THE OPERATOR SHALL COMPLY WITH ALL RELATED APPLICABLE CODES AND REGULATIONS. ALL STORED CHEMICALS SHALL BE KEPT IN UNOPENED PACKAGES, WITHIN CONTAINERS, AND ENCLOSED WITHIN THE CHEMICAL ENCLOSURE. 1.ENFORCING AGENCY: CITY OF LA QUINTA REQUIREMENTS 2.A PLAN REVIEW AND APPROVAL IS REQUIRED BY THE ENFORCING AGENCY PRIOR TO CONSTRUCTION. 3.THE VAULT SHALL BE EQUIPPED, AT ITS LOWEST POINT, WITH A SUMP PUMP DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 4.RECIRCULATED WATER, THEN FILTRATION AND DISINFECTANT FEED SYSTEMS SHALL BE PROVIDED AS REQUIRED BY THE GUIDELINES LISTED IN PER LOCAL CODE. 5.THE TIME TAKEN TO COMPLETELY RECIRCULATE AND FILTER THE ENTIRE VOLUME OF WATER IN THE SYSTEM ONCE SHALL BE NO GREATER THAN 1 HOUR. 6.A DISINFECTION RESIDUAL SHALL BE MAINTAINED AS SPECIFIED BY LOCAL CODE WATER QUALITY STANDARDS. 7.SURFACES WITHIN THE FEATURE AND ADJACENT DECKS SHALL BE WATERTIGHT, SLIP RESISTANT, AND WITHSTAND DESIGN STRESSES. 8.THE RECIRCULATION PUMP MUST BE IN OPERATION AT ALL TIMES SO THAT THE FEATURE IS PROVIDED WITH (4) TURNOVERS A DAY FOR PROPER DISINFECTION AND FILTRATION. 9.THE WATER FEATURE RESERVOIR SHALL BE CONSTRUCTED OF MATERIALS WHICH ARE CORROSION RESISTANT, NONTOXIC, AND WATERTIGHT SUCH AS CONCRETE, FIBERGLASS, OR STAINLESS STEEL, WHICH CAN WITHSTAND ALL ANTICIPATED LOADS UNDER FULL AND EMPTY CONDITIONS. RESERVOIR FLOORS SHALL BE SMOOTH TO FACILITATE VACUUMING OF SILT AND DEBRIS. 10.A POTABLE WATER SOURCE SHALL BE PROVIDED WITH AN AUTOMATIC WATER LEVEL CONTROLLER TO THE FEATURE. THE MAKEUP WATER SHALL BE INTRODUCED INTO THE SPRAY PAD RESERVOIR THROUGH AN METHOD WHICH WILL PREVENT BACK FLOW AND BACK-SIPHONAGE. 11.THE EQUIPMENT VAULT MUST BE DESIGNED TO HAVE EASY ACCESS FOR CLEANING AND INSPECTION. VAULT SHALL HAVE AT LEAST ONE LADDER ACCESS. LIDS SHALL BE LOCKED OR REQUIRE A TOOL TO OPEN. 12.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. 13.AN OPERATING LOG SHALL BE MAINTAINED AT THE FACILITY. 14.ALL FEATURES SHALL HAVE A FULLY FUNCTIONAL TEST KIT OR EQUIPMENT FOR MEASURING THE pH, FREE AND COMBINED CHLORINE CONCENTRATION EACH STATE OR REGIONAL GOVERNING BODY OUTLINES CODES AND REGULATIONS FOR INTERACTIVE WATER FEATURE CONSTRUCTION AND OPERATION. PLEASE REFER TO THOSE GUIDELINES FOR THE SPECIFIC REGULATIONS AND REQUIREMENTS FOR YOUR PROJECT CONTRACTOR NOTES 1.PROVIDE WATERPROOFING SYSTEM SHALL BE BY THE BASECRETE CORPORATION INTERNATIONAL BETWEEN CONCRETE AND INTERIOR TILE COATING AND INSTALLED PER THE INSTRUCTIONS. 2.SEAL ALL PENETRATIONS THROUGH CONCRETE SHELL WITH AQUABOND UW-5000 EPOXY AT CONNECTION OF PVC TO CONCRETE. WATERPROOFING NOTES 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 FOUNTAIN CONTRACTORS SHALL COORDINATE ALL GROUNDING REQUIREMENTS AND EQUIPMENT ELECTRICAL CONNECTIONS WITH ALL OTHER WORK TO BE COMPLETED WITH CONSIDERED FIELD CONDITIONS. 3.THE GROUNDING TO BE INSTALLED WITHIN THE FOUNTAIN 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.ALL GROUNDING CONNECTIONS SHALL BE CAD-WELDED OR AS OTHERWISE REQUIRED, CAD WELDING SHALL BE COPPER TO COPPER WITH 6% SILVER FOR DUCTILITY. 5.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 AND OTHER REQUIRED ACCESSORIES. BONDING & GROUNDING SHEET INDEX GENERAL NOTES CONSTRUCTION NOTES CONCRETE & REBAR NOTES ABBREVIATIONS GALLONS PER MINUTE POUNDS PER SQUARE INCH NOT TO SCALE MECHANICAL ELECTRICAL PLUMBING AMERICAN CONCRETE INSTITUTE NATIONAL SANITATION FOUNDATION GPM FINISHED FLOOR ELEVATIONFFE PSI NTS MEP ACI NSF BACKFLOW PREVENTER ASSEMBLY DESIGN BY OTHERS BPA DBO pH POTENTIAL HYDROGEN PPM PARTS PER MILLION HERTZ VOLTS UNDERWATER LABORATORY INC.UL PVC POLY VINYL CHLORIDE Hz V GENERAL CONTRACTORGC GROUND FAULT INTERRUPTER CIRCUITGFCI VGB VIRGINIA GRAEME BAKER SAFETY ACT 1.AN ACI CERTIFICATION IS REQUIRED FOR CONCRTE PLACEMENT ON THIS PROJECT. SUBMIT COPY OF CERTIFICATION WITH BID TO GENERAL CONTRACTOR. 2.NO REBOUND OR SPOILS WILL BE PERMITTED IN ANY AREA OF THE FOUNTAIN CONSTRUCTION. 3.STRUCTURAL REINFORCING SHOP DRAWINGS ARE REQUIRED IF THE CONTRACTOR CHOOSES TO CHANGE THE REINFORCING DESIGN OF THE WATER FEATURE, SUBMIT TO THE ARCHITECT AND DESIGN STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 4.CONCRETE SHALL BE PROPORTIONED AND PLACED ACCORDING TO CBC 2019 SECTION 1913, ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS THAN FIVE TO ONE. 5.DESIGN BASED ON 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. TYPE V CEMENT ONLY. IF WATER SOLUBLE SULFATE IN SOIL IS LESS THAN 0.10% BY WEIGHT, THEN MIN. 4,000 PSI CONCRETE CAN BE USED. 6.REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL BENDS SHALL BE SHARP. CBC 2019 SHALL BE USED AS A GUIDELINE. 7.REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE GROUT FACE TO REBAR SHOULD BE A MINIMUM OF "TG" MINUS 3 INCHES. 8.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 CONCRETE) IS MAINTAINED BETWEEN THE PIPE AND ANY PARALLEL REINFORCEMENT PER CBC 2019. 9.IF METAL PIPING IS USED AND IS PLACED IN CONCRETE , IT SHALL BE WRAPPED WITH VISQUEEN OR HEAVY BROWN PAPER, EXCEPT WHERE IT PASSES PERPENDICULARLY THROUGH THE CONCRETE. 10.SOIL SHALL HAVE MINIMUM BEARING VALUE OF 1,500 PSF. CONCRETE SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL. 11.IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE FOUNTAIN EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE. 12.IF CALICHE DEPOSITS ARE ENCOUNTERED, THE SOIL SURROUNDING THE SIDES AND BOTTOM OF THE FOUNTAIN MUST BE OVER EXCAVATED 12" BEYOND THE FOUNTAIN SHELL AND FILLED WITH 95% COMPACTED ENGINEERED FILL. 13.ALL ELECTRICAL SHALL BE SECURELY GROUNDED BEFORE CONCRETE IS PLACED. 14.ALL APPLICABLE STATE AND LOCAL LAWS AND CODES SHALL BE FOLLOWED. 15.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. 16.THE FOUNTAIN SHALL BE MAINTAINED FULL OF WATER EXCEPT DURING CHANGE OF WATER OR SIMILAR SHORT TERM MAINTENANCE ACTIVITIES. 17.PLAN IN COMPLIANCE WITH CBC 2019. 18.WET CURE SHALL BE IN ACCORDANCE WITH ACI-506.2-95 SECTION 3.8 19.CONCRETE SHALL BE AT MINIMUM EQUAL TO 4,000 PSI. AQUATIC DATA 603.5.20 SWIMMING POOLS, SPAS, AND HOT TUBS. POTABLE WATER SUPPLY 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 ELECTRICAL NOTES 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 CONTACT INFORMATION REQUIRED INSPECTIONS 1.[F-1 WATER FEATURE] PERIMETER:RECTANGULAR - 37 LF. SURFACE AREA:54.5 SQFT. APPROXIMATE VOLUME:654 GALLONS DESIGNED FLOW RATE:18 GPM BOOSTER FLOW RATE:64 GPM 2.[F-2 WATER FEATURE] PERIMETER:RECTANGULAR - 37 LF. SURFACE AREA:54.5 SQFT. APPROXIMATE VOLUME:654 GALLONS DESIGNED FLOW RATE:18 GPM BOOSTER FLOW RATE:64 GPM 3.[F-3 WATER FEATURE] PERIMETER:RECTANGULAR - 37 LF. SURFACE AREA:54.5 SQFT. APPROXIMATE VOLUME:654 GALLONS DESIGNED FLOW RATE:18 GPM BOOSTER FLOW RATE:64 GPM 4.[F-4 WATER FEATURE] PERIMETER:RECTANGULAR - 37 LF. SURFACE AREA:54.5 SQFT. APPROXIMATE VOLUME:654 GALLONS DESIGNED FLOW RATE:18 GPM BOOSTER FLOW RATE:64 GPM 1.AMERICANS WITH DISABILITIES ACT 2.VIRGINIA GRAEME BAKER POOL & SPA SAFETY ACT 3.2019 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 4.GUIDELINES SET FORTH BY THE CITY OF LA QUINTA. CHEMICALS & STORAGE 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. WATER CHEMISTRY H2 SS CC MC PA 4 PA 2 PA 5 PA 10A PA 6 CH R2 R3 H1 GR HS AH R1 NORTH SYMBOL KEY VICINITY MAP SITE INFORMATION WATER FEATURE #1 WATER FEATURE #2 WATER FEATURE #3 WATER FEATURE #4 Scale: 1/16" = 1' SHARED SERVICES - WATER FEATURE (SITE PLAN)1 COMMON PROPERTY NAME: TRICHLOR 3" TABLETS CHLOROISOCYANURATES - N³O³C³CL³ MATERIAL: OXIDIZER CLASS: 1 STORAGE AMOUNT: MAXIMUM STORAGE PER FIRE CODE - 3000 LBS. ON SITE STORAGE: 100 LBS MAX. - STORED IN SEALED CONTAINERS USED IN CLOSED SYSTEM: CHEMICAL USED IN CHLORINATOR CSA REGISTRATION NO: 00087-90-1 WATER FEATURE: 1.OCC SP.001 SHARED SERVICES WATER FEATURE PLAN COVER 2.OCC SP.002 SHARED SERVICES WATER FEATURE CUT-SHEETS 3.OCC SP.003 SHARED SERVICES WATER FEATURE CUT-SHEETS 3.OCC SP.004 SHARED SERVICES WATER FEATURE CUT-SHEETS 4.OCC SP.005 SHARED SERVICES WATER FEATURE LIGHTING SCHEMATICS 5.OCC SP.101 SHARED SERVICES WATER FEATURE VAULT SHOP DRAWING 6.OCC SP.501 SHARED SERVICES WATER FEATURE DETAILS FOR REFERENCE: OCC A02.101 OVERALL CONSTRUCTION PLAN - LEVEL 01 P4-LC1.01 LANDSCAPE CONSTRUCTION PLAN P4-LC5.01 LANDSCAPE CONSTRUCTION DETAILS P4-LPS1.01 LANDSCAPE PLANTING SHRUB PLAN P4-LPT1.01 LANDSCAPE PLANTING TREE & VINE PLAN SHEETS 3 OF 7 PRECISE GRADING PLAN OCC E01.001 OCC-OVERALL SITE POWER PLAN AMMTEC CONSULTANTS 2447 WEST 12TH STREET SUITE #1 TEMPE, AZ 85281 OFFICE: 480-972-9696 CONTACT: ALAN MONEY - P.E. AQUA DESIGN INTERNATIONAL 7534 N. LA CHOLLA BLVD. TUCSON, AZ 85741 OFFICE: 520-219-8929 CONTACT: KEN PAULSON - R.L.A 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.EQUIPMENT VAULT IS WITHIN 150 FT. OF FEATURE 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.ANY GRAVITY DRAINS TO SLOPE MINIMUM 1/4" PER FOOT - MAXIMUM VELOCITY 3 FPS 8.THE MINIMUM FILTRATION TURNOVER FOR THE WATER VOLUME CONTAINED WITHIN AN WATER FEATURE SHALL NOT BE LESS THAN 1 TURNOVER EVERY HOUR. 9.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. 10.CONDUIT SIZES BASED ON NEC CHART FOR THWN WIRE AND RIGID PVC CONDUIT 11.ALL CONDUCTORS AND CAT5E CABLING MUST BE WET RATED FOR USE IN BURIED CONDUIT 12.LOW VOLTAGE LIGHTING CALCULATIONS ARE BASED ON MAXIMUM 12.5, MIN 11.5 VOLTS AT THE LAMP USING MAXIMUM 13.5 VOLT TAP ON THE TRANSFORMER 13.REFER TO FINAL MANUFACTURES SHOP DRAWING FOR OPERATIONAL PARAMETERS 14.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. 15.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. 16.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. 17.ALL ELECTRICAL SYSTEMS MUST BE TESTED AND WORKING PRIOR TO POTTING THE JUNCTION BOXES AND FILLING THE SURGE TANK WITH WATER 18.ALL PIPING SYSTEMS TO BE RUN CONTINUOUSLY FOR A 24 HOUR PERIOD WITH THE FILTRATION SYSTEM OPERATING TO FLUSH OUT DEBRIS AND CLEAN THE WATER PRIOR TO CONNECTING ANY DISPLAY NOZZLES TO THE PIPE WORK 19.THE WATER FEATURE RESERVOIR SHALL BE CONSTRUCTED OF MATERIALS WHICH ARE CORROSION RESISTANT, NONTOXIC, AND WATERTIGHT SUCH AS CONCRETE, FIBERGLASS, OR STAINLESS STEEL, WHICH CAN WITHSTAND ALL ANTICIPATED LOADS UNDER FULL AND EMPTY CONDITIONS. RESERVOIR FLOORS SHALL BE SMOOTH TO FACILITATE VACUUMING OF SILT AND DEBRIS 20.ALL FEATURES SHALL HAVE A FULLY FUNCTIONAL TEST KIT OR EQUIPMENT FOR MEASURING THE pH, FREE AND COMBINED CHLORINE CONCENTRATION. MONTAGE SHARED SERVICES CONSTRUCTION TYPE: VB FIRE PROTECTION: SPRINKLER PER CBC 2019, 903.3.1.1 / NFPA 13 OCCUPANCY: A-3 AND ACCESSORY B (CBC 2019, SECTION 304) BUILDING HEIGHT: 30' HEIGHT – ALLOWABLE 40’ MAXIMUM HEIGHT, WITH AREA INCREASE (CBC 2019, TABLE 504.3) STORIES: 1 STORY – ALLOWABLE 1 STORY, WITH AREA INCREASE (CBC 2019, TABLE 504.3) 22,312 GSF SPA BUILDING – ALLOWABLE 24000 GSF WITHOUT APN:777-490-042 PARCEL:5 OF PM 37207 ADDRESS: 52-150 SILVERROCK WAY LA QUINTA, CA 92253 OWNER CONTACT: BILL ENGLE TELEPHONE: 760.634.6543 EMAIL:bill@therobertgreencompany.com 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 THE SHOTCRETE WORK AS WELL. MASONRY CONSTRUCTION. SPECIAL INSPECTION SHOULD BE PROVIDED FOR ALL MASONRY CONSTRUCTION IN ACCORDANCE WITH SECTION 1705.4. 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 2020.02.12 50% CD BID SET 2020.07.03 PERMIT SET 2020.09.22 BLD PERMIT RESUBMIT OCC SP.002 SHARED SERVICES WATER FEATURE CUT-SHEETS SILVERROCK RESORT & WATER FEATURE SKIMMER WATER FEATURE LIGHT J-BOX J-BOX STUB UP WATER FEATURE NOZZLE WATER FEATURE LIGHT WATER FEATURE LIGHT STAND WATER FEATURE AUTOFILL THREADED SLEEVE FITTING J-BOX CORD SEALS WIND SENSOR (ANEMOMETER)WATER FEATURE CONTROLLER CHANNEL MAIN DRAIN FLOOR INLET FITTING J-BOX POTTING COMPOUND WATER FEATURE ROCK 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 2020.02.12 50% CD BID SET 2020.07.03 PERMIT SET 2020.09.22 BLD PERMIT RESUBMIT OCC SP.003 SHARED SERVICES WATER FEATURE CUT-SHEETS SILVERROCK RESORT & EXTERIOR SURFACE TILE GROUTSEALANT AT DECK SEALANT COLOR OPTIONS BOND BREAK TILE SPECIFICATION TILE COLOR OPTIONS CONCRETE WATER-STOP CONDUIT (SCH. 40/80 PVC)PVC PRIMERSCH 40. PVC FITTINGS PVC CEMENTSCH 80. PVC FITTINGS INTERIOR WATER-PROOFINGEXTERIOR SEALER 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 2020.02.12 50% CD BID SET 2020.07.03 PERMIT SET 2020.09.22 BLD PERMIT RESUBMIT OCC SP.004 SHARED SERVICES WATER FEATURE LIGHTING SCHEMATICS SILVERROCK RESORT & 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 2020.02.12 50% CD BID SET 2020.07.03 PERMIT SET 2020.09.22 BLD PERMIT RESUBMIT OCC SP.005 SHARED SERVICES WATER FEATURE EQUIPMENT VAULT SHOP SILVERROCK RESORT & 15'-0" 3' - 6 " 11 " 15'-0" 11" 3'-0"3'-0"3'-0"3'-0"3'-0' 1' - 6 " 4" NOTE: 18" OVER EXCAVATION UNDER FEATURE WITH 95% COMPACTED ENGINEERED SUB-GRADE PRIOR TO RE-COMPACTION , THE OVER EXCAVATION MUST BE EVALUATED BY THE PROJECT GEO-TECHNICAL CONSULTANT TO OBSERVE IF FURTHER SUB-GRADE IMPROVEMENT IS NECESSARY 3'-6" 11" 3'-6" 11" 1' - 6 " DECK LEVEL NOTE: 18" OVER EXCAVATION UNDER FEATURE WITH 95% COMPACTED ENGINEERED SUB-GRADE PRIOR TO RE-COMPACTION , THE OVER EXCAVATION MUST BE EVALUATED BY THE PROJECT GEO-TECHNICAL CONSULTANT TO OBSERVE IF FURTHER SUB-GRADE IMPROVEMENT IS NECESSARY 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 2020.02.12 50% CD BID SET 2020.07.03 PERMIT SET 2020.09.22 BLD PERMIT RESUBMIT E1.FOUNTAIN LIGHT (WHITE): CRYSTAL FOUNTAINS, LED165, LOW VOLTAGE, 30 WATTS, 12V. 15FT CORD SEE: SHEET OCC SP-5.01, DETAIL 3 (QTY. 16) E2.UNDERWATER JUNCTION BOX (LIGHTS): CRYSTAL FOUNTAINS. MODEL EBJ SERIES, CONNECTION UP TO 6 LIGHTS, CAST BRONZE, EACH WATERPROOF LIGHT CORD FROM LIGHT FIXTURE CONNECTED TO JUNCTION BOX SEE: SHEET OCC SP-5.01, DETAIL 8 (QTY. 4) E2. BONDING: COORDINATE WITH ELECTRICAL. SEE: BONDING NOTES ELECTRICAL IMBED WATERPROOFING DE1.EDGE DETAIL; POURED IN PLACE, SHALL COVER WIDTH OF THE BEAM, MAINTAIN A UNIFORM THICKNESS WITH 1" INCH MIN. OVERHANG. FINAL CONCRETE COLOR SECTION PER LANDSCAPE & ARCHITECT. SEE: SHEET OCC SP-5.01, DETAIL 1 DE2.CONCRETE EXTERIOR FINISH: PER LANDSCAPE, DAYTON SUPERIOR COLOR: NATURAL GRAY, FINISH: TOP-CAST SAND BLAST (#5 LIGHT BLUE), SEALER: SINAK HLQ-125. DE3. 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. SEE: SHEET OCC SP-5.01, DETAIL 1 (QTY. SEE PERIMETER). DE4.STRUCTURE; POURED IN PLACE, NATURAL GRAY CONCRETE W/ 4000 PSI, REINFORCING: GRADE 40 #4 REBAR @ 8" O.C.E.W USE WATER STOPS AT ALL GUTTER POURS AND PIPE PENETRATIONS AS NEEDED DE5.INTERIOR FINISH: DALTILE; NATURAL HUES, 3"X6", COLORS: KIWI (QH30) - WATER FEATURE #1, FERN (QH80) - WATER FEATURE #2, SPRING GREEN (QH29) - WATER FEATURE #3, EVERGLADE (QH52) - WATER FEATURE #4, SEE: SHEET H1 SP.503, DETAIL 12 (QTY.SEE PERIMETER) PROVIDE OWNER WITH ADDITIONAL 15 SQFT. OF EACH TILE. DE6. BASIN ROCK: BEACH PEBBLE BUFF, 3"-5" PER LANDSCAPE PLANS, ROCK SHALL COVER ENTIRE BASIN, SUBMIT SAMPLE FOR APPROVAL PRIOR TO INSTALL. DE7. EQUIPMENT VAULT: CUSTOM DESIGNED WITH ALL REQUIRED COMPONENTS TO RUN THE FEATURE, VAK PAK OR EQUAL. SEE: OCC SP.501 DETAIL 9 & 10 FOR VAULT & EQUIPMENT SCHEMATIC I1.CIRCULATION DRAIN: CHANNEL MAIN DRAIN: AQUASTAR, 32" CHANNEL, MODEL #32CDFL101, WHITE - SEE: SHEET OCC SP-5.01, DETAIL 2 (QTY. 4) I2.BOOSTER MAIN DRAIN: CHANNEL MAIN DRAIN: AQUASTAR, 32" CHANNEL, MODEL #32CDFL101, WHITE - SEE: SHEET OCC SP-5.01, DETAIL 2 (QTY. 4) I3.SKIMMER: CRYSTAL FOUNTAINS, AWS SERIES, AWS-150, 1-1/2" SLIP CONNECTION, SEE: SHEET OCC SP-5.04, DETAIL 5 (QTY. 4) I4.WATER LEVEL AUTOFILL: CRYSTAL FOUNTAINS, ACX SERIES, ACX-100, 1" CONNECTION, SEE: SHEET OCC SP-5.01, DETAIL 6 (QTY. 4) I5.FEATURE NOZZLE: CRYSTAL FOUNTAINS, NHC SERIES, NHC 100, 1" CONNECTION, CAST BRONZE, SEE: SHEET OCC SP-5.01, DETAIL 3 (QTY. 16) I6. FLOOR INLET: PENTAIR POOL PRODUCT; MODEL #08417-0005, GRAY. SEE: SHEET OCC SP-5.04, DETAIL 6 (QTY. 4) W1. 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. DESIGN ELEMENTDE Scale: 1/2" = 1' WATER FEATURE - LENGTH (SECTION)3Scale: 1/2" = 1' TYPICAL WATER FEATURE - KEYNOTE & DIMENSION (PLAN)2 CIRCULATION SYSTEM #1 - 18.5 GPM PP1.MAIN DRAIN CIRCULATION SUCTION TRUNK: 2" PVC - 100% FLOW - MAIN DRAIN - 18.5 GPM - 1.9 FPS < 6.0 FPS PP2. CIRCULATION INLET TRUNK: 2" PVC - 100% FLOW THROUGH SYSTEM 18.5 GPM - 1.9 FPS < 8.0 FPS CIRCULATION SYSTEM #2 - 18.5 GPM PP3.MAIN DRAIN CIRCULATION SUCTION TRUNK: 2" PVC - 100% FLOW - MAIN DRAIN - 18.5 GPM - 1.9 FPS < 6.0 FPS PP4.CIRCULATION INLET TRUNK: 2" PVC - 100% FLOW THROUGH SYSTEM 18.5 GPM - 1.9 FPS < 8.0 FPS CIRCULATION SYSTEM #3 - 18.5 GPM PP5.MAIN DRAIN CIRCULATION SUCTION TRUNK: 2" PVC - 100% FLOW - MAIN DRAIN - 18.5 GPM - 1.9 FPS < 6.0 FPS PP6.CIRCULATION INLET TRUNK: 2" PVC - 100% FLOW THROUGH SYSTEM 18.5 GPM - 1.9 FPS < 8.0 FPS CIRCULATION SYSTEM #4 - 18.5 GPM PP7.MAIN DRAIN CIRCULATION SUCTION TRUNK: 2" PVC - 100% FLOW - MAIN DRAIN - 18.5 GPM - 1.9 FPS < 6.0 FPS PP8.CIRCULATION INLET TRUNK: 2" PVC - 100% FLOW THROUGH SYSTEM 18.5 GPM - 1.9 FPS < 8.0 FPS CIRC PLUMBING BOOSTER SYSTEM #1 - 64.5 GPM SP1.MAIN DRAIN BOOSTER SUCTION TRUNK: 2-1/2" - 100% FLOW THROUGH MAIN DRAIN 64.5 GPM @ 4.9 FPS < 6.0 FPS SP2.BOOSTER INLET TRUNK: 2-1/2" - 100% FLOW THROUGH SYSTEM 64.5 GPM @ 4.9 FPS < 8 FPS SP3. BOOSTER INLET LOOP: 2-1/2" - 50% MAX. FLOW THROUGH LOOP 32.5 GPM @ 2.6 FPS < 8 FPS BOOSTER SYSTEM #2 - 64.5 GPM SP4.MAIN DRAIN BOOSTER SUCTION TRUNK: 2-1/2" - 100% FLOW THROUGH MAIN DRAIN 64.5 GPM @ 4.9 FPS < 6.0 FPS SP5.BOOSTER INLET TRUNK: 2-1/2" - 100% FLOW THROUGH SYSTEM 64.5 GPM @ 4.9 FPS < 8 FPS SP6. BOOSTER INLET LOOP: 2-1/2" - 50% MAX. FLOW THROUGH LOOP 32.5 GPM @ 2.6 FPS < 8 FPS BOOSTER SYSTEM #3 - 64.5 GPM SP7.MAIN DRAIN BOOSTER SUCTION TRUNK: 2-1/2" - 100% FLOW THROUGH MAIN DRAIN 64.5 GPM @ 4.9 FPS < 6.0 FPS SP8.BOOSTER INLET TRUNK: 2-1/2" - 100% FLOW THROUGH SYSTEM 64.5 GPM @ 4.9 FPS < 8 FPS SP9. BOOSTER INLET LOOP: 2-1/2" - 50% MAX. FLOW THROUGH LOOP 32.5 GPM @ 2.6 FPS < 8 FPS BOOSTER SYSTEM #4 - 64.5 GPM SP10. MAIN DRAIN BOOSTER SUCTION TRUNK: 2-1/2" - 100% FLOW THROUGH MAIN DRAIN 64.5 GPM @ 4.9 FPS < 6.0 FPS SP11. BOOSTER INLET TRUNK: 2-1/2" - 100% FLOW THROUGH SYSTEM 64.5 GPM @ 4.9 FPS < 8 FPS SP12. BOOSTER INLET LOOP: 2-1/2" - 50% MAX. FLOW THROUGH LOOP 32.5 GPM @ 2.6 FPS < 8 FPS BOOSTER PLUMBING WATER FEATURE #1 WATER FEATURE #2 WATER FEATURE #3 WATER FEATURE #4 M1.LIGHT CONDUIT : (QTY. 1) 1" MIN. - PVC M2.WIND SENSOR CONDUIT : (QTY. 1) 1" MIN. - PVC M3.COLD WATER SUPPLY: 1" LINE (TYPE: RPZ - REDUCE @ AUTOFILL) MISC PLUMBING/CONDUIT DESIGN FLOW RATE 74 GPM Scale: 1/2" = 1' WATER FEATURE - WIDTH (SECTION 1 & 2)5Scale: 1/2" = 1' TYPICAL WATER FEATURE - PLUMBING KEYNOTE (PLAN)4 Scale: 1/8" = 1' WATER FEATURE - PLUMBING KEYNOTE (OVERALL PLAN)1 DE1 3 SP-101 PP7 5 SP - 1 0 1 2-1/2" BOOSTER INLET LOOP E3 DE1 DE2 DE3 DE4 DE1 DE4 DE7 I2I1 I3 I4 I5 I6E2E1 5 SP - 1 0 1 2" CIRCULATION SUCTION TRUNK 2-1/2" BOOSTER SUCTION TRUNK 1-1/2" CIRC INLET TRUNK 1-1/2" SKIMMER TO MAIN DRAIN 2-1/2" BOOSTER INLET TRUNK 1" COLD WATER SUPPLY INLET 1" POWER TO J-BOX NOTE: SEE OCC SP-501 DETAIL 10 - EQUIPMENT & PLUMBING SCHEMATIC I E W PP W1 OCC SP.101 SHARED SERVICES WATER FEATURE PLAN SP DESIGN FLOW RATE 275 GPM DE5 DE5 DE6 COORDINATE ANEMOMETER LOCATION SEE: 0CC SP-101 DETAIL 4 FOR A TYPICAL PLUMBING SCHEMATIC PP8 SP10 SP11 PP1 PP2 SP1 SP2 PP3 PP4 SP4 SP5 SP6SP3 SP9 SP12 M3M3M3 SP8 PP6 PP5 SP7 M2 M3 DE1 DE2 DE3 DE4 W1 6" 1/2" WATER INLET (NPT/BSP FEMALE) ACX-050 AUTOFILL WATERLINE BOND AUTOFILL WITH #6 COPPER WIRE BONDING AT LUG CONNECTING TO COLD WATER SUPPLY (RPZA PROTECTED) NOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTESNOTE: STUB OUT & CAP PIPE FOR HYDROSTATIC TEST PER GENERAL NOTES 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. 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 SYSTEM SUBGRADE PREPARATION PER SOILS REPORT INTERIOR PVC COUPLER 1-1/2" SCH. 80 NIPPLE DTS-100 SLEEVE. BOND TO FOUNTAIN STRUCTURE 1" BRASS NIPPLE, CUSTOM LENGTH NHC100 - COLUMN JET NOZZLE LOOP PER PLAN SHEETS LED165 W/ T-FOOT FITTING UNDERWATER LIGHT EBJ SERIES UNDERWATER J-BOX PER SPEC EPA SERIES STUB-UP CONDUIT TO LIGHT CONTROLLER LIGHT CABLE 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 FILTRATION PUMP VFD 1HP - 74 GPM 2-1/2" CART FILTER 2-1/2" CHLORINE SYSTEM 1" 2-1/2" 2-1/2" 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 BOOSTER PUMP 7.5HP - 250 GPM RETURN SYSTEM 350GPM (4) LINES @ 64 GPM EACH 6" 2-1/2" MAIN DRAIN SYSTEM 250 GPM (4) @ 64 (LOWER BASIN) 2-1/2" 2-1/2" 2-1/2" 2-1/2" WIND CONTROL (ANM) WIND CONTROL PANEL ECW 100 SEE: SP-501 DETAIL 9 CIRCULATION SUCTION SYSTEM 74 GPM (4) WATER FEATURES @ 18.5 2" 2-1/2" 1-1/2" AWS 1-1/2" AWS 1-1/2" AWS 1-1/2" AWS LIGHTING CONTROL PANEL 1" WATER LEVEL HYDRAULIC FILL ACX-150 D E F O C A N A D A ESP-100 WATER LEVEL HYDRAULIC FILL ACX-150 D E F O C A N A D A ESP-100 WATER LEVEL HYDRAULIC FILL ACX-150 D E F O C A N A D A ESP-100 WATER LEVEL HYDRAULIC FILL ACX-150 D E F O C A N A D A ESP-100 WATER FEATURE #1 WATER FEATURE #2 WATER FEATURE #3 WATER FEATURE #4 WATER FEATURE #1 WATER FEATURE #2 WATER FEATURE #3 WATER FEATURE #4 WATER FEATURE #3 (4) NHC100 WATER FEATURE #4 (4) NHC100 WATER FEATURE #1 (4) NHC100 WATER FEATURE #2 (4) NHC100 2-1/2" 2-1/2" 2-1/2" 2-1/2" LOOP 2-1/2" LOOP 2-1/2" LOOP 2-1/2" LOOP WATER FEATURE #1 WATER FEATURE #2 WATER FEATURE #3 WATER FEATURE #4 2" 2" 2" CIRCULATION RETURN SYSTEM 74 GPM (4) WATER FEATURES @ 18.5 1"1"1"1" 1"1"1"1"1"1"1"1" 1"1"1"1" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 6" 2-1/2" LOOP 2-1/2" LOOP 4" LOOP "UNBLOCKABLE" MAIN DRAIN GRATE #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 CAP UNUSED PORTS 2-1/2" PVC FITS OVER PORT (REQUIRES ABS GLUE) SEE: SHEET OCC SP.101 FOR FINAL PLUMBING SIZES 4" M I N . 4 " M I N . VIBRATE CONCRETE AROUND FITTING 11"2" 3" 6" 1' - 6 " POURED IN PLACE FOUNTAIN STRUCTURE GRADE 4" WATER LEVEL #4 BAR @ 8" O.C.E.W NON CONTACT LAP FOR ALL BAR PLACEMENT CONCRETE f'c = 4000 PSI MINIMUM Fy = 40,000 PSI BOND BREAK BASECRETE WP UNDER TILE TILED INTERIOR PER KEYNOTE WATER-STOP 6" 1-1/2" CONNECTION AWS150 SKIMMER WATERLINE BOND AUTOFILL WITH #6 COPPER WIRE BONDING AT LUG CONNECTING CONNECT TO MAIN DRAIN CIRCULATION PORT 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 2020.02.12 50% CD BID SET 2020.07.03 PERMIT SET 2020.09.22 BLD PERMIT RESUBMIT Scale: 1"= 1FT. WATER FEATURE EDGE (SECTION)1 Scale: 1"= 1FT. HYDROLIC FILL (SECTION)6 Scale: 1-1/2"= 1FT. FLOOR INLET (SECTION)4Scale: 1-1/2"= 1FT. NOZZLE & LIGHT (SECTION)3 Scale: 1-1/2"= 1 FT. UNDERWATER LIGHT J-BOX (SECTION)8 Scale: 1"= 1FT. MAIN DRAINS (SECTION)2 Scale: NTS WATER FEATURE EQUIPMENT VAULT (SCHEMATIC)9 Scale: NTS WATER FEATURE EQUIPMENT & PLUMBING (SCHEMATIC)10 Scale: 1"= 1FT. SKIMMER (SECTION)5 OCC SP.501 SHARED SERVICES WATER FEATURE DETAILS Scale: NOT TO SCALE TYPICAL PIPING TRENCH7 SPEC'S NOT PROVIDED BY EOR TO DATE. PROVIDED BY OTHERS. NOTE: SEE OCC SP-005 FOR EQUIPMENT VAULT SHOP DRAWINGS NOTE: SEE OCC SP-004 FOR LIGHT EQUIPMENT PLUMBING/SCHEMATICS