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BPLB2022-0079ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 (760)567-8060 KALEENA@THEROBERT GREENCOMPANY.COM OWNER THE ROBERT GREEN COMPANY 343 4TH AVE SAN DIEGO CA 92101 (760)567-8060 JOSH@THEROBERTGRE ENCOMPANY.COM CONDITIONS Description: SILVERROCK / IFC GAS PLAN: PA02: MONTAGE HOTEL AND SPA Type: PLUMBING (WEB)Subtype: Status: UNDER REVIEW Applied: 5/23/2022 ECON Parcel No: 777490014 Site Address: 79179 AHMANSON LN LA QUINTA,CA 92253 Approved: Subdivision: PM 33367 Block: Lot: 22 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $375,000.00 Occupancy Type: Construction Type: Expired: 11/23/2022 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $15.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $15.00 $0.00 Printed: Tuesday, July 19, 2022 10:03:48 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER BPLB2022-0079 INSPECTIONS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY PERMIT ISSUANCE 101-0000-42404 0 $105.60 $0.00 Total Paid for PERMIT ISSUANCE: $105.60 $0.00 GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $13.89 $0.00 GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $27.79 $0.00 Total Paid for PLUMBING 2021: $41.68 $0.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $0.00 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $0.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $0.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 TOTALS:$178.28 $0.00 Printed: Tuesday, July 19, 2022 10:03:48 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER BPLB2022-0079 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/23/2022 Etrakit Contractor 02_GasPlanSilverRock_I FC_20220513.pdf 1 DOC 7/6/2022 Etrakit Contractor 02_SilverRock_Re- IFC_220701_Signed.pdf 1 DOC 7/15/2022 Etrakit Contractor 02_Silverrock Development Gas Pipeline Calculations 7.15.22.pdf 1 BOND INFORMATION 1ST BLDG NS - ETRAKIT (1 DAY)AJ ORTEGA 5/23/2022 5/24/2022 6/16/2022 REVISIONS REQUIRED These system designs exceed the California Plumbing Code Pipe Sizing Tables and require compliance through an Engineered Design per Section 1215.5. In addition the proposed piping locations for the Montage Hotel extend over property lines which is prohibited per Section 1201.1, gas piping shall be within the property lines of premises. For resubmittal please provide a design by a licensed engineer in accordance with accepted engineering practice and the California Plumbing Code for each gas piping system, each sheet shall have the preparer’s name and telephone number, electronic signature and stamp as prescribed by the California Business and Professions Code. 2ND BLDG NS – ETRAKIT (1 WK)AJ ORTEGA 7/6/2022 7/13/2022 7/8/2022 INCOMPLETE No justification provided from Engineer of Record that the proposed pipe sizing and lengths comply with standard engineering methods per 1215.5, additionally the design still extends over property lines. 3RD BLDG NS – ETRAKIT (1 DAY)AJ ORTEGA 7/15/2022 7/18/2022 Printed: Tuesday, July 19, 2022 10:03:48 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER BPLB2022-0079 52nd AVE I N D I O B L V D JE F F E R S O N S T 50th AVE HIGHWAY 111 WA S H I N G T O N S T MA D I S O N S T JA C K S O N S T AIRPORT BLVD HA R R I S O N S T VA N B U R E N S T INDIAN WELLS LA QUINTA INDIO COACHELLA THERMAL © 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 4/ 1 1 / 2 0 2 2 1 2 : 4 1 : 5 0 P M N: \ 1 9 - 0 0 0 0 6 6 2 \ C A D D \ P O W E R \ I F C R E - I S S U E \ 6 6 2 _ 1 0 0 0 . D W G S1 G00.1000 COVER SHEET 226819-0000626.00 SILVERROCK DEVELOPMENT SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 NONE 2019.11.19 30% REVIEW SET SHEET INDEX SHEET NUMBER SHEET DESCRIPTION G00.1000 COVER SHEET G00.1001 OVERALL SITE PLAN G00.3001 PA2 ENLARGED GAS LINE SITE PLAN G00.3002 PA4 ENLARGED GAS LINE SITE PLAN G00.3003 PA5 ENLARGED GAS LINE SITE PLAN G00.3004 DETAILS GAS LINE ABBREVIATION LIST ABN ABANDONED AC ASPHALT CONCRETE APPROX.APPROXIMATELY ASPH ASPHALT BC, BOC BEGINNING OF CURVE C/L, CENTER LINE CONC.CONCRETE DR DRIVE EC, EOC ENDING OF CURVE EL, ELEV.ELEVATION ELEC.ELECTRICAL ENC ENCASEMENT EX., EXIST. EXISTING FH FIRE HYDRANT F/C FACE OF CURB G GAS MH MANHOLE NTS NOT TO SCALE OH OVERHEAD PE POLYETHYLENE P/L PROPERTY LINE PVMT PAVEMENT RED REDUCER RCP REINFORCED CONCRETE PIPE RD ROAD RFS RETIRED FROM SERVICE R/W RIGHT OF WAY STL STEEL SS, SWR SANITARY SEWER SD STORM DRAIN T.O.P.TOP OF PIPE UNK UNKNOWN WTR WATER SILVERROCK DEVELOPMENT LOW PRESSURE GAS DISTRIBUTION PROJECT SITE PURPOSE AND SCOPE THIS SPECIFICATION OUTLINES THE REQUIREMENTS FOR STANDARD CONSTRUCTION OF A POLYETHYLENE PIPE NATURAL GAS DISTRIBUTION SYSTEM AT SILVERROCK DEVELOPMENT, PA-2 MONTAGE GUESTROOM, MONTAGE HOTEL AND SPA (HS & H1), PA-4 CONFERENCE CENTER (OCC) AND PA5 PENDRY HOTEL (H2). GENERAL INFORMATION THE PROJECT IS DESIGNED AND TO BE INSTALLED PER APPLICABLE SECTIONS OF THE FEDERAL CODE OF REGULATIONS 49 CFR SECTION 192 AS IT PERTAINS TO PLASTIC PIPE INSTALLATIONS. PERSONNEL INVOLVED IN THE INSTALLATION OF POLYETHYLENE PIPE AND TUBING (PE PIPE) SHALL BE INSTRUCTED, TRAINED AND QUALIFIED WITH THE EQUIPMENT AND INSTALLATION PROCEDURES ASSOCIATED WITH PE PIPE. QUALIFIED PERSONNEL USING APPROVED HEAT FUSION JOINING TECHNIQUES OR MECHANICAL FITTING SHALL JOIN PE PIPE AND FITTINGS. MATERIALS 1.CONTRACTOR SHALL PURCHASE ALL MATERIAL REQUIRED IN THE PERFORMANCE OF THE WORK. 2.MATERIALS ORDERS AND MANUFACTURER DATA SHEETS SHALL BE SUPPLIED TO THE ENGINEER PRIOR TO INSTALLATION. 3.THE BRAND NAME OF THE PLASTIC PIPE AND FITTING INSTALLED AT EACH LOCATION AND THE DATE IT WAS MANUFACTURED SHALL BE RECORDED ON THE PLASTIC PIPE STAMP ON THE DRAWINGS. HANDLING 1.PE PIPE SHALL BE HANDLED SO AS TO ELIMINATE THE POSSIBILITY OF DAMAGE DURING LOADING AND UNLOADING OPERATIONS. DURING TRANSPORT, THE PIPE MUST BE SUPPORTED SO AS TO MINIMIZE MOVEMENT. IT SHALL BE PROTECTED AGAINST ROPES OR OTHER SECURING DEVICES. CHAINS SHALL NOT BE USED TO SECURE THE PIPE. SUPPLIES OR OTHER EQUIPMENT SHALL NOT BE PLACED ON TOP OF THE PIPE. 2.THE STRINGING OF COILS OF PLASTIC PIPE MAY BE ACCOMPLISHED BY HAND OR FROM A REEL. COILS SHOULD NOT BE ROLLED OVER SHARP OBJECTS OR PULLED OVER ROUGH SURFACES. STRINGING OF STRAIGHT LENGTHS SHOULD BE DONE BY LIFTING THE PIPE FROM THE TRUCK TO THE GROUND. THE PIPE SHOULD BE PROTECTED FROM ROCKS OR OTHER ABRASIVE MATERIAL DURING THIS OPERATION AND SHOULD NOT BE DROPPED FROM A HEIGHT. 3.COILED PE PIPE IS CONFINED WITH STRAPS AT INTERVALS WITHIN THE COILS. AS THE PIPE IS UNCOILED, ONLY THE OUTSIDE STRAPS SHOULD BE CUT. PRECAUTIONS SHOULD BE TAKEN TO AVOID KINKING THE PIPE. THE PIPE SHOULD NOT BE UNCOILED FASTER THAN THE STRAPS CAN BE CUT. 4.PE PIPE SHALL BE CAREFULLY INSPECTED FOR KINKS, GOUGES, DEEP SCRATCHES, PUNCTURES, AND OTHER IMPERFECTIONS AFTER EACH OF THE HANDLING OPERATIONS. PE PIPE MUST BE REPAIRED OR REJECTED IF DEFECTS OR DAMAGE EXCEED 10% OF THE WALL THICKNESS OF THE PIPE. 5.WELDING SHOULD NEVER BE DONE CLOSE TO PE PIPE WITHOUT PROTECTING THE PIPE WITH A HEAT-RESISTING BAFFLE OR A WET RAG. WELDING ON PIPE CONNECTED AND IMMEDIATELY ADJACENT TO PLASTIC PIPE MUST BE DONE SO AS TO MINIMIZE THE POSSIBILITY OF DIRECTING SPARKS OR HOT MATERIAL INTO THE PLASTIC FROM INSIDE THE PIPE. INSTALLATION 1.THE AGE OF THE PIPE SHALL BE VERIFIED PRIOR TO ITS INSTALLATION. PIPE MORE THAN 3 YEARS OLD SHALL NOT BE INSTALLED. 2.PIPE SHALL BE SHADED AS SOON AS PRACTICABLE AFTER IT IS INSTALLED. TENSILE LOADING CONSIDERATIONS PE PIPE MUST NOT BE INSTALLED SO THAT IT IS UNDER TENSION. ALLOWANCE MUST BE MADE FOR THERMAL CONTRACTION WHEN PE PIPE IS INSTALLED ON A WARM DAY, OTHERWISE THE PE PIPE WILL BE IN TENSION WHEN IT COOLS. THIS IS PARTICULARLY IMPORTANT ON INSERT WORK, SINCE THERE IS LITTLE RESTRAINT ON THE PE PIPE DUE TO LACK OF SOIL LOADING. 1.FOR DIRECT BURIAL WHERE CLEARANCE FROM OTHER FACILITIES IS NOT A PROBLEM, SNAKE THE PIPE WITHIN THE TRENCH TO PROVIDE EXCESS LENGTH. 2.AT TIE-IN LOCATIONS, THE PIPE SHOULD BE CUT LONG SO THAT THE TIE-IN FITTINGS ARE IN COMPRESSION WHEN INSTALLED. WHENEVER POSSIBLE, MAKE THE TIE-INS DURING THE COOLER PART OF THE DAY, AFTER THE PIPE HAS COOLED TO GROUND TEMPERATURE. IT IS RECOMMENDED TO PERMIT THE PIPE TO COOL OVERNIGHT AND TIE-IN IN THE MORNING FOR MAXIMUM EFFECTIVENESS. DIRECT BURIAL 1.PLASTIC MAIN AND SERVICES INSTALLED BY DIRECT BURIAL MUST BE 3 FEET MINIMUM COVER FROM FINISH SURFACE GRADE. BACKFILL THE TRENCH WHEN PIPE IS COOL TO MINIMIZE TENSILE STRESS DUE TO THERMAL CONTRACTION. 2.THE GAS LINE SHALL HAVE A MINIMUM OF 12" ABOVE OR BELOW ANY CROSS LINES. CONTRACTOR SHALL EXCAVATE DITCHES INSURE PROPER CLEARANCES AND COVER. 3.THE PE PIPE SHOULD BE INSTALLED IN THE TRENCH SO THAT THERE ARE NO BENDS WITH A RADIUS LESS THAN 20 TIMES THE PIPE DIAMETER, AND NO FUSION OR MECHANICAL JOINTS WITHIN THREE FEET OF ANY BEND. 4.PLASTIC PIPE CONTAINING FUSION OR MECHANICAL JOINTS SHOULD BE INSTALLED IN STRAIGHT ALIGNMENT. PLASTIC PIPE INSTALLATIONS WILL BE CONSIDERED TO BE IN STRAIGHT ALIGNMENT IF THE BEND RADIUS OF THE PIPE IS GREATER THAN 150 TIMES THE PIPE DIAMETER. 5.INSTALL LOCATING WIRE IN CLOSE PROXIMITY OF THE GAS LINE. THE LOCATING WIRE MAY BE STRAPPED AT CONVENIENT INTERVALS TO THE PLASTIC LINE WITH POLYETHYLENE BLACK TAPE OR TIE CABLES. PVC TAPES ARE NOT PERMITTED FOR STRAPPING. ALL WIRE SPLICES SHALL BE MADE WITH COMPRESSION FITTINGS AND WRAPPED WITH BLACK TAPE (AQUA SEAL). THE SPLICE SHALL THEN BE WRAPPED WITH ELECTRICAL TAPE. 6.AWG NO 10 COPPER WIRE, HMWPE YELLOW SHALL BE INSTALLED WITH GAS MAINS AND AWG NO 14 COPPER HMWPE YELLOW SHALL BE INSTALLED WITH SERVICES. 7.AT THE END OF EACH SERVICE STUB, THE LOCATING WIRE SHALL BE COILED INTO A TEST LEAD BOX FOR LATER LOCATION. VALVES 1.WHEN INSTALLING VALVES, ALL TWISTING OF THE PLASTIC PIPE MUST BE ELIMINATED SO THAT THE VALVE STEM REMAINS VERTICAL AND THE VALVE IS UNDER NO STRAIN. 2.PROVIDE GOOD BACKFILL SUPPORT UNDER THE VALVE AND AROUND THE PIPE AT BOTH ENDS. DO NOT COMPLETELY BURY THE VALVE PRIOR TO INSTALLING THE VALVE BOX. SPECIAL CARE MUST BE USED TO ENSURE THAT THE VALVE BOX DOES NOT REST OR SETTLE ON THE PLASTIC PIPE OR VALVE. 3.FOR 2" AND LARGER VALVES, A 4' SECTION OF STRAIGHT PIPE SHOULD BE INSTALLED ON EITHER SIDE OF THE VALVE. WHERE THE VALVE BRANCHES OFF A MAIN, A BRANCHING NIPPLE MAY BE SUBSTITUTED FOR THE STRAIGHT SECTION OF PIPE BETWEEN THE BRANCH FITTINGS OR TEE AND VALVE. JOINING ONLY APPROVED METHODS OF HEAT FUSION OR APPROVED MECHANICAL FITTINGS SHALL BE USED TO JOINT PE PIPE. 1.THE METHOD OF JOINING FOR EACH SIZE PIPE IS AS FOLLOWS: TABLE 1 PREFERRED PE PIPE JOINING METHOD ELECTROFUSION COUPLINGS CAN ALSO BE USED FOR JOINING PIPE. MET-FIT OR PERFECTION PERMASERT MECHANICAL FITTING MAY BE USED FOR 1/2" AND 1" PIPING. HOWEVER, DUE TO THEIR HIGHER INSTALLED COST, IT IS RECOMMENDED THAT THEY BE USED FOR REPAIR AND TIE-INS ONLY. 1.HEAT-FUSION JOINING TECHNIQUES REQUIRE THAT JOINTS BE MADE BY QUALIFIED PERSONNEL. THE METHODS OF HEAT-FUSION JOINING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PERSONNEL QUALIFICATIONS FOR INSTALLATIONS PROCEDURES SHALL BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 2.EACH FUSER SHALL PLACE AN IDENTIFICATION NUMBER IN PERMANENT MARKER NEXT TO EACH FUSION AND THE DATE THE FUSION WAS MADE. 3.ENGINEER APPROVED MECHANICAL FITTINGS MAY BE USED TO JOIN PE PIPE. A. PROPER FIT-UP PROCEDURES ARE TO BE USED. THESE INCLUDE SQUARING THE ENDS OF THE PIPE, REMOVING BURNS, AND INSERTING A METAL STIFFENER IN THE PIPE. ALL MANUFACTURER'S INSTRUCTIONS ARE TO BE FOLLOWED. B. INSURE THAT NO JOINS WILL BE UNDER TENSION WHEN THE PIPE COOLS. THIS IS PARTICULARLY IMPORTANT ON INSERT CONSTRUCTION WHERE THE PIPE IS FREE TO MOVE INSIDE THE CASING WITH CHANGES OF TEMPERATURE. C. VERIFY PROPER INSTALLATION OF FITTING. PIPE MUST BE FULLY INSERTED INTO FITTINGS USING PROPER DEPTH MARKINGS AS GUIDELINES. FITTINGS WITH COMPRESSION NUTS MUST BE PROPERLY TIGHTENED. STIFFENER MUST EXTEND PAST AREA UNDER COMPRESSION GASKET. D. MARK INSERTION DEPTH ON ALL FITTINGS TO ENSURE PROPER FIT. E. THE PERFECTIONS "PERMASERT" CHAMFERING AND INSERT GAUGE MUST BE USED TO PROPERLY PREPARE PIPE ENDS WHEN USING "PERMASERT" FITTINGS. PROTECTIVE SLEEVING 1.PROTECTIVE SLEEVES MUST BE INSTALLED ON ALL SERVICE CONNECTIONS WHEN THE FITTING IS SUPPLIED WITH THE SLEEVES. 2.PROTECTIVE SLEEVES MUST BE INSTALLED WHENEVER PE PIPE EXITS A METAL CASING. SERVICE INSTALLATION 1.SERVICES SHALL BE STUBBED UNDERGROUND IN A LOCATION THAT WILL MINIMIZE FUTURE DISRUPTION OF LANDSCAPING. 2.THE SERVICE LINE SHALL BE TAPPED AND EXTENDED TO 3' FROM THE FACE OF THE HOUSE AND 18" TO THE LEFT OF THE HOUSE FUEL GAS PIPING INLET. THIS WILL ALLOW FOR FUTURE INSTALLATION OF A SERVICE RISER AND METER. 3.THE SERVICE LINE WILL BE DEAD-ENDED WITH A CAP AND THE LOCATING WIRE SHALL BE BROUGHT TO THE SURFACE IN A SMALL BOX FOR FUTURE LOCATION. THE BOX WILL BE PLACED, AS NEAR AS PRACTICABLE OVER THE END OF THE LINE. 4.ADD READILY-VISIBLE, TEMPORARY POST-TYPE MARKER TO ENDS OF ALL LINES AND SERVICES. BACKFILL 1.PIPE SHALL BE PLACED ON A 6" OF SAND PADDING AND SHADED WITH 12" OF SAND. SAND SHALL MEET SoCalGAS REQUIREMENTS FOR SAND PADDING MATERIALS. 2.THE REMAINDER OF THE DITCH SHALL BE BACKFILLED WITH NATIVE MATERIAL FREE OF DEBRIS AND ROCKS LARGER THAN 1". 3.BEDDING AND BACKFILL INSPECTION, INCLUDING COMPACTION TESTING IS TO BE PROVIDED BY OWNER'S GEOTECHNICAL ENGINEERING CONSULTANT. COORDINATE COMPACTION TEST WITH THE INSPECTOR AND ENGINEER. 4.WHEN TYPICAL TRENCH SECTIONS ARE ADDED TO THE PLANS, VERIFY THAT BACKFILL REQUIREMENTS ARE SHOWN CONSISTENTLY. CATHODIC PROTECTION INSTALL ONE 5LB ZINC ANODE FOR EVERY 1,000' OF LOCATING WIRE. THE ANODE SHALL BE LAID HORIZONTALLY 3' AWAY FROM THE GAS LINE, AND ATTACH TO THE LOCATING WIRE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TEST REQUIREMENTS 1.THE PLASTIC PORTION OF THE SYSTEM SHALL BE TESTED FOR 2 HOURS AT 100 PSIG. THE CONTRACTOR SHALL PROVIDE A RECORDING CLOCK TO VERIFY THE PRESSURE AND TIME. THE CONTRACTOR SHALL PROVIDE THE TIME, DATE, LENGTH OF EACH SECTION TESTED AND PERSON(S) PERFORMING EACH TEST ON THE LINE BACK OF THE RECORDING CHART. AND ON THE MATERIAL TESTING AND VERIFICATION SHEET. 2.THE RECORDING CLOCK SHALL BE CALIBRATED WITHIN SIX MONTHS OF THE TEST AND THE ENGINEER WILL BE PROVIDED CALIBRATION DOCUMENTATION. AS-BUILT DRAWINGS 1.CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A "RED-LINE" SET OF AS BUILT DRAWINGS. THE CONTRACTOR SHALL COMPLETE AN MATERIAL AND TESTING VERIFICATION SHEET AND AS BUILT THE MATERIAL LOCATION SHEET. IN ADDITION, DRAWINGS NEED TO BE COMPLETED INDICATING THE LOCATION OF THE MAIN IN RELATION TO PAVEMENT, LOCATION OF ANGLES IN RELATION TO NEAREST PERMANENT STRUCTURE AND SERVICE INFORMATION, LENGTH OF PIPE, ETC. EACH SERVICE TEE SHALL BE REFERENCED TO THE BUILDING LOCATION AS SHOWN ON PROJECT DRAWINGS. 2.SPECIFIC DIMENSIONS ON THE DRAWINGS SHALL BE CORRECTED AS PART OF THE AS-BUILT DRAWINGS. INSPECTION THE OWNER WILL DESIGNATE A PROJECT INSPECTOR. THE CONTRACTOR WILL ALLOW UNLIMITED ACCESS TO THE INSPECTOR AT ALL TIMES DURING THE COURSE OF THE PROJECT. IN ADDITION, THE CONSTRUCTOR WILL ARRANGE FOR INSPECTIONS TO TAKE PLACE AT SPECIFIC MILESTONES. NO WORK WILL PROCEED UNTIL THE INSPECTOR HAS APPROVED THE INSTALLATION AT THESE MILESTONES. 1.PRE-CONSTRUCTION - THE CONSTRUCTOR WILL MAKE AVAILABLE THE FUSION QUALIFICATIONS FOR ALL INSTALLERS. NO PERSON WILL BE ALLOWED TO JOIN MATERIALS BY FUSION TECHNIQUES UNTIL APPROVED BE THE INSPECTOR. 2.TRENCH AND INSTALLED MATERIAL - NO TRENCH MAY BE BACKFILLED UNTIL THE INSPECTOR HAS APPROVED THE TRENCH, BEDDING AND INSTALLED MATERIALS. 3.WITNESS OF LEAK TEST - THE INSPECTOR WILL WITNESS ALL LEAK TESTS ASSOCIATED WITH THE INSTALLATION. 4.FINAL INSPECTION - PRIOR TO LEAVING THE JOB THERE WILL BE A POST CONSTRUCTION REVIEW. THIS REVIEW WILL ENSURE THAT ALL REQUIREMENTS OF THE CONTRACT HAVE BEEN MET AND WILL INCLUDE BUT NOT LIMITED TO; BACK FILL AND COMPACTION, SITE CLEAN UP AND AS BUILT DOCUMENTATION. SITE LOCATION NO SCALE 1 1000 ROUTINE CONSTRUCTION JOINING METHOD 1/2" & CTS MECHANICAL FITTINGS OR SOCKET FUSION 1-1/4" & 2" IPS SOCKET FUSION 3" IPS & LARGER BUTT FUSION TIE-IN AND REPAIRS 1/4" CTS MECHANICAL FITTINGS 1/2" & 1" CTS MECHANICAL FITTINGS OR SOCKET FUSION 1-1/4" & 2" IPS SOCKET FUSION, ELECTROFUSION, MECHANICAL 3" IPS & LARGER BUTT FUSION & ELECTROFUSION FITTINGS 2020.01.31 CD - PERMIT 3RD CYCLE GAS LINE SYMBOL LEGEND SYMBOL DESCRIPTION PE VALVE PE COUPLING PE SERVICE TEE PE REDUCER PE BOND 5# ANODE WELD CAP PE ELBOW PE TEE FLOW VALVE SQUEEZE FOR CONTROL PROPOSED GAS PIPE GAS LINE DESIGN BY OTHERS LOCATION BY DESIGN RIGHT OF WAY SEWER LINE STORM DRAIN TELECOMM WATER LINE OVERHEAD ELECTRICAL GAS LINE FIBER OPTICS TRAFFIC SIGNAL GAS TRENCH ONLY GAS & ELECTRIC JOINT TRENCH GTO JT ABN ABANDONED AC ASPHALT CONCRETE APPROX.APPROXIMATELY ASPH ASPHALT BC, BOC BEGINNING OF CURVE C/L, CENTER LINE CONC.CONCRETE DR DRIVE EC, EOC ENDING OF CURVE EL, ELEV.ELEVATION ELEC.ELECTRICAL ENC ENCASEMENT EX., EXIST. EXISTING FH FIRE HYDRANT F/C FACE OF CURB G GAS MH MANHOLE NTS NOT TO SCALE OH OVERHEAD PE POLYETHYLENE P/L PROPERTY LINE PVMT PAVEMENT RED REDUCER RCP REINFORCED CONCRETE PIPE RD ROAD RFS RETIRED FROM SERVICE R/W RIGHT OF WAY STL STEEL SS, SWR SANITARY SEWER SD STORM DRAIN T.O.P.TOP OF PIPE UNK UNKNOWN WTR WATER B 2020.03.27 CD - GMP 2020.04.03 CD - GMP 2022.05.13 IFC RE-ISSUE 2022.07.01 IFC RE-ISSUE WITH SIGNATURE AND SEAL1 08/17/2022 BPLB2022-0079 PRIVATE GAS SERVICE FROM THE HOTEL BUILDING TO GUESTROOM BUILDINGS AND SPA BUILDING [ENGINEERED] THIS PERMIT DOES NOT INCLUDE INDIVIDUAL BUILDING SERVICES BEYOND REGULATORS AT EACH POC, TO BE INSPECTED ON SEPARATELY ISSUED BUILDING PERMITS PRIOR TO RELEASE OF SERVICE. 2019 CALIFORNIA BUILDING CODES. MH MH MH MH STOP MH MH SIG N A L SIG N A L AH E A D AH E A D MH MH MH MH MH MH MH SP SP SP SP SP MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH STOP MH MH MH MH MHMH 36.90 18 27.75 12 36.23 11 35.21 9 12.73 8 16.28 7 23.35 4 28.32 3 33.76 2 32.23 1 PA2 MONTAGE GUEST ROOMS (SEE SHEET S1 G00.3001) PA2 MONTAGE HOTEL & SPA (HS) EXISTING AHMANSON RANCH HOUSE (N.I.C.) PA2 MONTAGE HOTEL & SPA (H1) (SEE SHEET S1 G00.3001) PA4 CONFERENCE CENTER AND SHARED SERVICES (OCC) (SEE SHEET S1 G00.3002) PA5 PENDRY HOTEL (H2) (SEE SHEET S1 G00.3003) © 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 4/ 1 8 / 2 0 2 2 4 : 1 1 : 0 3 P M N: \ 1 9 - 0 0 0 0 6 6 2 \ C A D D \ P O W E R \ I F C R E - I S S U E \ 6 6 2 _ 1 0 0 1 . D W G S1 G00.1001 OVERALL SITE PLAN 226819-0000662.00 SILVERROCK DEVELOPMENT SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 1" = 200' 2019.11.19 30% REVIEW SET PA2 MONTAGE GUEST ROOMS SILVERROCK WAY AVENUE 52 IRRIGATION CANAL GOLF COURSE N.I.C. GOLF COURSE N.I.C. GOLF COURSE N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. OVERALL SITE PLAN SCALE: 1"=200' 1 1001 2020.01.31 CD - PERMIT 3RD CYCLEB 2020.03.27 CD - GMP 2020.04.03 CD - GMP 2022.05.13 IFC RE-ISSUE 2022.07.01 IFC RE-ISSUE WITH SIGNATURE AND SEAL1 08/17/2022 BPLB2022-0079 S S S S S S JT GT O JT JT JT JT J T JT JT J T G T O G T O NEW 4" PE PIPE NEW 6" PE PIPE NEW 6" PE PIPE NEW 4" PE PIPE 6" GAS DESIGN BY OTHERS GAS METER LOCATION NEW 4" PE PIPE NEW 1" PE PIPE (TYP) EXIST. WATERLINE EXIST. WATERLINE EXIST. ELECTRIC EXIST. ELECTRIC EXIST. WATERLINE EXIST. WATERLINE EXIST. STORM DRAINEXIST. STORM DRAIN EXIST. STORM DRAIN EXIST. WATERLINE NEW 6" PE VALVE NEW 4" PE VALVE NEW 4" PE VALVE 52' 3 9 ' 51 ' 53 ' 58 ' 16' 25' 43 ' 72 ' 56 ' P/ L P/L P/L P/L P/L 7 0 ' 89 3 ' 2 4 6 ' 1099' 7' 6' 12' 46' 9 ' 66' 9 ' 20' 19' 22 ' 20' 7 ' 2 3 ' 51' 14' 41' 28' 51' 40 ' 15' 11 8 ' 22 ' 65 ' 72' 4 8 ' 15 ' 17' 771' P/L 73' 1 0 ' JT G T O J T 14' 50 ' 45 ' 17 ' 249' 17 ' 1 7 4 ' 28 5 ' 168 ' NEW 2" PE VALVE155' 17' 2 0 8 ' EXIST. WATERLINE JT NEW 8" PE PIPE NEW 4" PE VALVE NEW 4" PE VALVE NEW 4" PE PIPE NEW 4" PE PIPE 5' 4/ 1 3 / 2 0 2 2 2 : 3 5 : 2 2 P M N: \ 1 9 - 0 0 0 0 6 6 2 \ C A D D \ P O W E R \ I F C R E - I S S U E \ 6 6 2 _ 3 0 0 1 _ 1 _ 2 8 8 3 0 _ 4 4 0 1 . D W G S1 G00.3001 PA2 ENLARGED GAS LINE SITE PLAN 226819-0000662.00 SILVERROCK DEVELOPMENT SILVERROCK PA2 MONTAGE GUEST ROOMS DEVELOPMENT COMPANY, LLC PA2 MONTAGE HOTEL & SPA (HS) PA2 MONTAGE HOTEL & SPA (H1) 79-179 AHMANSON LANE, LA QUINTA, CA 92253 1" = 50' 2019.11.19 30% REVIEW SET © 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 P/ L 1.CONTRACTOR MUST VERIFY ALL MEASUREMENTS AFFECTING HIS WORK & ASSUME THE RESPONSIBILITY FOR THEIR CORRECTNESS. 2.CONTRACTOR TO REPAIR OR REPLACE CURB, GUTTER, PAVEMENT OR LANDSCAPE AFFECTED BY CONSTRUCTION WORK. 3.CONTRACTOR TO LEAVE PROJECT LOCATION IN EQUAL OR BETTER CONDITION THAN ITS INCEPTION. SEE G00.3004, DETAIL 1 FOR TYPICAL GAS ONLY TRENCH DETAIL. GTO SEE G00.3004, DETAIL 2 FOR TYPICAL GAS & ELECTRIC JOINT TRENCH DETAIL. JT SEE G00.3004, DETAIL 3 FOR TYPICAL 2" PE VALVE ASSEMBLY WITH BOX & COVER DETAILS. SEE G00.3004, DETAIL 4 FOR TYPICAL 1" TAPPING TEE WITH EXCESS FLOW VALVE DETAILS. EV'S CAN BE REPLACED WITH A PE VALVE. PE VALVE SHALL BE IN THE PREFERRED LOCATION OF A SIDEWALK, NOT IN AN ASPHALT AREA. THE PE VALVE SHALL ALSO BE AS FAR AWAY FROM THE STRUCTURE IT IS SERVING AS POSSIBLE TO ALLOW SAFE ACCESS TO SHUT OFF GAS IF NECESSARY. SEE G00.3004, DETAIL 5 FOR TYPICAL 2" PE CAP WITH 5-LB ANODE DETAIL. 8 INSTALL 168'± - 6" PE PIPE 1 - 6" PE VALVE WITH BOX AND COVER 1 - 6" TEE 1INSTALL 196± - 8" PE PIPE 2 - 8" PE ELBOWS 1 - 8" X 4" PE REDUCEER 1 - 8" TEE 4INSTALL 1099'± - 6" PE PIPE 1 - 6" PE VALVE WITH BOX AND COVER 2 - 6" PE ELBOW 1 - 6" X 4" PE REDUCER 1 - 4" PE TEE 4 INSTALL 285'± - 4" PE PIPE 1 - 4" PE VALVE WITH BOX AND COVER 1 - 4" PE CAP 1 - 5# ANODE 12 INSTALL 893'± - 4" PE PIPE 1 - 4" PE VALVE WITH BOX AND COVER 1 - 4" PE ELBOW 1 - 4" PE CAP 1 - 5# ANODE 9INSTALL 1 - 6" X 4" PE REDUCER 1 - 4" X 2" PE REDUCER 105'± - 2" PE PIPE 1 - 2" PE VALVE WITH BOX AND COVER 1 - 2" PE CAP 1 - 5# ANODE PA2 ENLARGED GAS LINE SITE PLAN SCALE: 1"=50'3001 3 6INSTALL 771'± - 4" PE PIPE 1 - 4" PE VALVE WITH BOX AND COVER 2 - 4" PE ELBOW 1 - 4" PE CAP 1 - 5# ANODE APPLIANCE QUANTITY EQUIPMENT INPUT PER UNIT EQUIPMENT INPUT TOTAL MBTU/Hr. HOTEL & SPA WATER HEATER 2 400 800 WATER HEATER 2 150 300 OVEN 2 105 210 STOCK POT STOVE 1 110 110 FRYER 1 160 160 RANGE/OVEN 1 85 85 BROILER 1 65 65 OPEN BURNER RANGE 1 190 190 GRIDDLE 1 95 95 SALAMANDER 1 30 30 BROILER 1 96 96 OPEN BURNER/REF BASE 1 180 180 POOL HEATERS (P-1)1 1400 1400 POOL HEATERS (P-5, P-6, P-7, P-8)4 1000 4000 SPA HEATERS (SP-1, SP-2, SP-3, SP-4, SP-6 SP-8)6 500 3000 HEATERS - SPACE HEATING 2292 HEATERS - SPACE HEATING 1 300 300 TOTAL 13015 BUILDING TYPE GR1 RANGE 1 65 65 WATER HEATER 2 150 300 FIRE FEATURE 1 75 75 FIRE PIT 1 125 125 FIREPLACE 1 65 65 PATIO SPACE HEATER 1 40 40 POOL HEATER 2 400 800 TOTAL PER BUILDING GR1 1470 TOTAL # OF GR1 = 2 2940 BUILDING TYPE GR2 & GR3 WATER HEATER 2 300 600 FIRE FEATURE 1 90 90 TOTAL PER BUILDING GR2 & GR3 690 TOTAL # OF GR2 & GR3 = 29 20010 BUILDING TYPE GR4 WATER HEATER 2 300 600 TOTAL PER BUILDING GR4 600 TOTAL # OF GR4 = 3 1800 TOTAL H1 GAS METER LOAD 37765 PA 2 - MONTAGE HOTEL (H1) & SPA (HS) 2020.01.31 CD - PERMIT 3RD CYCLEB PA2 HS PA2 GR3 PA2 GR4 PA2 GR1 PA2 GR3 PA2 GR2 PA2 GR3 PA2 GR3 PA2 GR3 PA2 GR3 PA2 GR2 PA2 GR3 PA2 GR2 PA2 GR3 PA2 GR2 PA2 GR2 PA2 GR2 PA2 GR2 PA2 GR2 PA2 GR2 PA2 GR3 PA2 GR3 PA2 GR3 PA2 GR4 PA2 GR3 PA2 GR3 PA2 GR3 PA2 GR2 PA2 GR4 PA2 GR1 PA2 GR3 PA2 GR3 PA2 GR3 PA2 GR3 PA2 GR2 PA2 H1 10 INSTALL 155± - 6" PE PIPE 1 - 6" X 4" PE REDUCER 1 - 4" PE TEE 3INSTALL 208± - 8" PE PIPE 1 - 8" X 6" PE REDUCER 1 - 6" PE TEE 7 INSTALL 1 - 8" X 6" PE REDUCER 1 - 6" X 4" PE REDUCER 249± - 4" PE PIPE 1 - 4" PE VALVE WITH BOX AND COVER 1 - 4" PE ELBOW 1 - 4" PE CAP 1 - 5# ANODE 2020.03.27 CD - GMP 2020.04.03 CD - GMP 2 INSTALL 5± - 4" PE PIPE 2022.05.13 IFC RE-ISSUE APPLIANCE QUANTITY EQUIPMENT INPUT PER UNIT EQUIPMENT INPUT TOTAL MBTU/HR. PLAN 1 RANGE (OVEN/COOKTOP COMBO)1 165 165 DRYER 1 35 35 TANKLESS WATER HEATER 2 200 400 FAU-30 1 60 60 FAU-42 2 80 160 GRILL 1 60 60 HEATER 2 40 80 POOL HEATER 2 400 800 FIRE FEATURE 1 80 80 FIRE PLACE 1 65 65 TOTAL 1905 PLAN 2 RANGE (OVEN/COOKTOP COMBO)1 165 165 DRYER 1 35 35 TANKLESS WATER HEATER 4 200 800 FAU-30 1 60 60 FAU-60 1 120 120 GRILL 1 60 60 POOL HEATER 2 400 800 HEATER 1 40 40 FIRE FEATURE 1 80 80 FIRE PLACE 1 65 65 TOTAL 2225 PLAN 3 RANGE (OVEN/COOKTOP COMBO)1 165 165 DRYER 1 35 35 GRILL 1 60 60 TANKLESS WATER HEATER 4 200 800 FAU-48 1 100 100 FAU-60 1 120 120 HEATER 2 40 80 POOL HEATER 2 400 800 FIRE FEATURE 1 80 80 FIRE PLACE 1 65 65 TOTAL 2335 APPLIANCE QUANTITY EQUIPMENT INPUT PER UNIT EQUIPMENT INPUT TOTAL MBTU/HR. PLAN 4 RANGE (OVEN/COOKTOP COMBO)1 165 165 DRYER 1 35 35 TANKLESS WATER HEATER 2 200 400 FAU-30 1 60 60 FAU-48 1 100 200 HEATER 2 40 80 POOL HEATER 2 400 800 FIRE FEATURE 1 80 80 FIRE PLACE 1 65 65 TOTAL 1885 MONTAGE RESIDENTIAL 11INSTALL 246'± - 4" PE PIPE 1 - 4" PE VALVE WITH BOX AND COVER 1 - 4" PE CAP 1 - 5# ANODE MONTAGE RESIDENTIAL 2022.07.01 UPDATE PIPING LAYOUT1 1 1 1 08/17/2022 BPLB2022-0079 PE CAP 5# ANODE TRACER WIRE NOTE: SEE SHEETS 3001, 3002 & 3003 FOR PIPE AND CAP SIZE. GRADE 3' - 0 " M I N . 12" MIN. 1' - 0 " M I N . SE E N O T E 2 3" B E D D I N G 24" WIDE YELLOW WARNING MESH. SEE GAS STANDARD 184.0050 MINIMUM TRENCH REQUIREMENTS FOR DISTRIBUTION PIPELINES. COMPACT APPROVED SHADING MATERIAL (ZERO SACK), PER MSP 26-10 COMPACT APPROVED PADDING MATERIAL (ZERO SACK), PER MSP 26-10 BACKFILL PER PERMITTING AGENCY STANDARDS 1' - 0 " MI N . GRADE 3' - 0 " M I N . 12" MIN. 1' - 0 " M I N . SE E N O T E 2 3" B E D D I N G 24" WIDE YELLOW WARNING MESH. SEE GAS STANDARD 184.0050 MINIMUM TRENCH REQUIREMENTS FOR DISTRIBUTION PIPELINES. COMPACT APPROVED SHADING MATERIAL (ZERO SACK), PER MSP 26-10 COMPACT APPROVED PADDING MATERIAL (ZERO SACK), PER MSP 26-10 BACKFILL PER PERMITTING AGENCY STANDARDS1' - 0 " MI N . REPLACE PER PERMITTING AGENCY STANDARDS GS GS 8", 6", 4" OR 2" PE GAS 8", 6", 4" OR 2" PE GAS POLY GAS VALVE WITH BOX & COVER PE COUPLING PE COUPLING TEMPORARY POST-TYPE MARKER TRACER WIRE NOTE: SEE SHEETS 3001, 3002 & 3003 FOR PIPE AND VALVE ASSEMBLY SIZE. PE TAPPING TEE IPS EXCESS FLOW VALVE PE COUPLING TEMPORARY POST-TYPE MARKER TRACER WIRE PE PIPE NOTE: SEE SHEETS 3001, 3002 & 3003 FOR PIPE , TAPPING TEE & EXCESS FLOW VALVE SIZE. GRADE 3' - 0 " M I N . 12" MIN. 1' - 0 " M I N . SE E N O T E 2 18 " MI N . 24" WIDE YELLOW WARNING MESH. SEE GAS STANDARD 184.0050 MINIMUM TRENCH REQUIREMENTS FOR DISTRIBUTION PIPELINES. COMPACT APPROVED SHADING MATERIAL (ZERO SACK), PER MSP 26-10 COMPACT APPROVED PADDING MATERIAL (ZERO SACK), PER MSP 26-10 BACKFILL PER PERMITTING AGENCY STANDARDS 1' - 0 " MI N . GRADE 3' - 0 " M I N . 12" MIN. 1' - 0 " M I N . SE E N O T E 2 24" WIDE YELLOW WARNING MESH. SEE GAS STANDARD 184.0050 MINIMUM TRENCH REQUIREMENTS FOR DISTRIBUTION PIPELINES. COMPACT APPROVED SHADING MATERIAL (ZERO SACK), PER MSP 26-10 BACKFILL PER PERMITTING AGENCY STANDARDS1' - 0 " MI N . REPLACE PER PERMITTING AGENCY STANDARDS GS 18 " MI N . COMPACT APPROVED PADDING MATERIAL (ZERO SACK), PER MSP 26-10 8", 6", 4" OR 2" PE GAS ES GS ES 8", 6", 4" OR 2" PE GAS LEGEND GS GAS SERVICE ES ELECTRIC SERVICE N: \ 1 9 - 0 0 0 0 6 6 2 \ C A D D \ P O W E R \ I F C R E - I S S U E \ 6 6 2 _ 3 0 0 3 . D W G GAS & ELECTRIC JOINT TRENCH DIAGRAM NO SCALE 2 3004 1.UNLESS SHOWN OR SPECIFIED OTHERWISE, ALL WORK SHALL BE IN ACCORDANCE WITH CIVIL PLANS, THE ELECTRICAL, LOW VOLTAGE, GAS AND OTHER UTILITY PLANS, AND WITH THE LATEST EDITION OF THE COUNTY OF RIVERSIDE. 2.USE MECHANICAL COMPACTION METHODS AS NEEDED FOR 90% MIN. RELATIVE COMPACTION. 2.IN UNPAVED AREAS, PIPE BEDDING MATERIAL AND INITIAL BACKFILL MATERIAL SHALL BE COMPACTED THE SAME AS PAVED AREAS. 3.BEDDING AND BACKFILLING INSPECTION, INCLUDING COMPACTION TESTING, IS TO BE PROVIDED BY OWNER'S GEOTECHNICAL ENGINEERING CONSULTANT. COORDINATE COMPACTION TEST WITH INSPECTOR AND ENGINEER. 4.REPAIR DISTURBED AREA TO A CONDITION AS GOOD AS PRE-PROJECT CONDITION. COORDINATE WITH THE ENGINEER. SEE PLAN AND PROFILE SHEETS FOR FURTHER DETAILS ON REMOVAL AND REPLACEMENT OF SURFACE PAVING SECTIONS. GAS ONLY TRENCH DIAGRAM NO SCALE 1 3004 TYP. PE CAP WITH 5-LB ANODE DETAIL NO SCALE 5 3004 TYP. PE VALVE ASSEMBLY WITH BOX & COVER DETAILS NO SCALE 3 3003 TYP. TAPPING TEE WITH EXCESS FLOW VALVE DETAILS NO SCALE 4 3003 S1 G00.3004 DETAILS 226819-0000662.00 SILVERROCK DEVELOPMENT SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 NONE 2019.11.19 30% REVIEW SET 4/ 1 1 / 2 0 2 2 3 : 1 4 : 0 6 P M N: \ 1 9 - 0 0 0 0 6 6 2 \ C A D D \ P O W E R \ I F C R E - I S S U E \ 6 6 2 _ 3 0 0 3 . D W G © 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 4/ 1 1 / 2 0 2 2 3 : 1 4 : 0 6 P M N: \ 1 9 - 0 0 0 0 6 6 2 \ C A D D \ P O W E R \ I F C R E - I S S U E \ 6 6 2 _ 3 0 0 3 . D W G © 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 2020.01.31 CD - PERMIT 3RD CYCLEB 2020.03.27 CD - GMP 2020.04.03 CD - GMP 2022.05.13 IFC RE-ISSUE 2022.07.01 IFC RE-ISSUE WITH SIGNATURE AND SEAL1 08/17/2022 BPLB2022-0079 Date: 7/15/22 Silverrock Development Gas Loads NV5 Assumptions: Sample Equation: Qh Flow rate 45118 SCFH P1 Upstream Pressure 5 psia P2 Downstream Pressure 4 psia Sg Gas Specific Gravity 0.6 e Surface Roughness (plastic)0.00006 in L Pipe Length 1000 ft µGas Viscosity 7E-06 lb/ft*s D Inner Diameter of Pipeline 7.057 in Gas Gross Heating Value 1020 BTU/scf The IGT Distribution Equation for Natural Gas was used for this model. This equation is as seen below. The Montage Hotel and Spa, Pendry Hotel, Golf Clubhouse and Conference Center can all be supplied at a 5 psig delivery pressure. The 34 guest rooms (GR1, GR2, GR3 and GR4) will be individually regulated at each POC which is typical for the industry. Supply pressure at the SCG meter was changed to 10 psig to meet an earlier design, with the current design 10 psig is not required. All new proposed distribution piping is to be 8300 Series PE4710. All load was diversified and modeled on 120% per provided service data. Dimensions and diameters of the existing piping were best determined from drawings. Recommended gas velocities of 10 ft/sec (minimum) and 50 ft/sec (maximum) were maintained. Minimum Operating Pressure of 1 psig was maintained (20% of service pressure). Cover Page Rev: 1 PRIVATE GAS SERVICE FROM THE HOTEL BUILDING TO GUESTROOM BUILDINGS AND SPA BUILDING [ENGINEERED] THIS PERMIT DOES NOT INCLUDE INDIVIDUAL BUILDING SERVICES BEYOND REGULATORS AT EACH POC, TO BE INSPECTED ON SEPARATELY ISSUED BUILDING PERMITS PRIOR TO RELEASE OF SERVICE. 2019 CALIFORNIA BUILDING CODES. 08/17/2022 BPLB2022-0079 Date: 7/15/2022 Silverrock Development Gas Loads NV5 Model Sizing Based on Drawing S1 G00.3001: PA2 ENLARGED GAS LINE SITE PLAN H1 Gas Meter Load Pipe Sizes Area Montage Pool Area Demand 37765 MBTU/Hr 1"SDR11 1.107 in 0.0067 sq. ft.Demand 5400 MBTU/Hr Flowrate 37025 SCFH 2"SDR11 1.943 in 0.0206 sq. ft.Flowrate 5294 SCFH Pipe Size 7.057 in 3"SDR11 2.994 in 0.0489 sq. ft.Pipe Size 3.682 in Velocity 37.9 fps 4"SDR11 3.682 in 0.0739 sq. ft.Velocity 19.9 fps Pressure 5 psig 6"SDR11 5.421 in 0.16028 sq. ft.Pressure 4.6312 psig 8"SDR11 7.057 in 0.27162 sq. ft. 265 ft 382 ft 493 ft 400 ft Pressure 4.613 psig 155 ft Pressure 4.669 psig 168 ft Pressure 4.753 psig Montage H&S Guest Rooms ((1)2,(2)3) Demand 7615 MBTU/Hr Demand 2070 MBTU/Hr Flowrate 7466 SCFH Flowrate 9495 SCFH Guest Rooms ((1)2,(3)3) Pipe Size 3.682 in Pipe Size 3.682 in Demand 2760 MBTU/Hr Velocity 28.1 fps Velocity 35.7 fps Flowrate 2706 SCFH 128 ft Pressure 3.519 psig Pressure 4.042 psig Pipe Size 1.943 in Velocity 36.5 fps Pressure 4.271 psig Guest Rooms ((6)2,(4)3,(1)4) Demand 7500 MBTU/Hr 246 ft Flowrate 16147 SCFH Pipe Size 5.421 in 1384 ft Guest Rooms ((1)1,(2)3,(1)4)Velocity 28.0 fps Demand 3450 MBTU/Hr Pressure 3.956 psig Flowrate 3382 SCFH Pipe Size 3.682 in Velocity 12.7 fps Pressure 4.562 psig 285 ft Guest Rooms ((1)1,(1)2,(5)3,(1)4) Demand 6210 MBTU/Hr Guest Rooms ((2)2,(2)3) Flowrate 6088 SCFH Demand 2760 MBTU/Hr Guest Rooms Total:34 units Pipe Size 3.682 in Flowrate 2706 SCFH Velocity 22.9 fps Pipe Size 3.682 in Pressure 3.371 psig Velocity 4.7 fps 771 ft Pressure 3.909 psig 8" 6" 4" 4" 6"6"4"4" 4" 2" 4" Page 1 of 4 Rev: 1 Date: 7/15/2022 Silverrock Development Gas Loads NV5 Model Sizing Based on Drawing S1 G00.3001: PA2 ENLARGED GAS LINE SITE PLAN 120% Load Case - Each flowrate was increased 1.2X (red text)H1 Gas Meter Load Pipe Sizes Area Montage Pool Area Demand 37765 MBTU/Hr 1"SDR11 1.107 in 0.0067 sq. ft.Demand 5400 MBTU/Hr Flowrate 44429 SCFH 2"SDR11 1.943 in 0.0206 sq. ft.Flowrate 6353 SCFH Pipe Size 7.057 in 3"SDR11 2.994 in 0.0489 sq. ft.Pipe Size 3.682 in Velocity 45.4 fps 4"SDR11 3.682 in 0.0739 sq. ft.Velocity 23.9 fps Pressure 5 psig 6"SDR11 5.421 in 0.16028 sq. ft.Pressure 4.47959 psig 8"SDR11 7.057 in 0.27162 sq. ft. 265 ft 382 ft 493 ft 400 ft Pressure 4.454 psig 155 ft Pressure 4.534 psig 168 ft Pressure 4.654 psig Montage H&S Guest Rooms ((1)2,(2)3) Demand 7615 MBTU/Hr Demand 2070 MBTU/Hr Flowrate 8959 SCFH Flowrate 11394 SCFH Guest Rooms ((1)2,(3)3) Pipe Size 3.682 in Pipe Size 3.682 in Demand 2760 MBTU/Hr Velocity 33.7 fps Velocity 42.8 fps Flowrate 3247 SCFH 128 ft Pressure 2.734 psig Pressure 3.601 psig Pipe Size 1.943 in Velocity 43.8 fps Pressure 3.952 psig Guest Rooms ((6)2,(4)3,(1)4) Demand 7500 MBTU/Hr 246 ft Flowrate 19376 SCFH Pipe Size 5.421 in 1384 ft Guest Rooms ((1)1,(2)3,(1)4)Velocity 33.6 fps Demand 3450 MBTU/Hr Pressure 3.465 psig Flowrate 4059 SCFH Pipe Size 3.682 in Velocity 15.3 fps Pressure 4.380 psig 285 ft Guest Rooms ((1)1,(1)2,(5)3, (1)4) Demand 6210 MBTU/Hr Guest Rooms ((2)2,(2)3) Flowrate 7306 SCFH Demand 2760 MBTU/Hr Guest Rooms Total:34 units Pipe Size 3.682 in Flowrate 3247 SCFH Velocity 27.5 fps Pipe Size 3.682 in Pressure 2.462 psig Velocity 5.6 fps 771 ft Pressure 3.391 psig 8" 6" 4" 4" 6"6"4"4" 4" 2" 4" Page 3 of 4 Rev: 1