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FNCUW2022-0002 - SilverRockPermit Details City of La Quinta Description: PENDRY - CONDOMINIUMS - PRIVATE FIRE MAIN Type: FIRE NEW COMMERCIAL Subtype: UNDERGROUND WATER (WEB) Status: REVISIONS REQUESTED Applied: 8/2/2022 ECON Approved: 9/14/2022 KHET Issued: Finaled: Expired: Parcel No: 777490046 Site Address: TBD, Subdivision: Block: Lot Sq Ft: 0 Building Sq Ft: 0 Valuation: $220,000.00 Occupancy Type: No. Buildings: 0 No. Stories: 0 Lot: Zoning: Construction Type: No. Unites: 0 Details: REVISED THE SURFACE FEATURES AND STORM DRAIN Applied to Approved ADDITIONAL SITES _ CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT Kevin Heinichen 3551 Fortuna Ranch Road Encinitas CA 92024 (760)634-6543 kevin@therobertgreen company.com BILL TO The Robert Green Company 3551 Fortuna Ranch Road Encinitas CA 92024 (760)634-6543 kevin@thegreencompn ay.com OWNER THE ROBERT GREEN COMPANY 3551 FORTUNA ROAD ENCINITAS CA 92024 (760)634-6543 FINANCIAL INFORMATION Printed: Friday, March 03, 2023 3:51:58 PM 1 of 3 CRWSYSTEMS Permit Details PERMIT NUMBER City of La Quinta FNCUW2022-0002 Aa DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID CLTD BY FIRE NEW COMMERCIAL UNDERGROUND WATER 101-0000-42421 0 $500.00 $0.00 FIRE NEW COMMERCIAL UNDERGROUND WATER PC 101-0000-42420 0 $417.00 $0.00 Total Paid for FIRE FEES: $917.00 $0.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $0.00 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $0.00 ENHANCEMENT FEE TECHNOLOGY 502 0000 43611 0 I $5.00 $0.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 TOTALS: $933.00 $0.00 INSPECTIONS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH (1 DAY) AARON HICKSON 8/2/2022 8/3/2022 8/3/2022 COMPLETE ADDED PARCEL RECORD PER FIRE 1ST FIRE (2 WK) KOHL HETRICK 8/2/2022 8/16/2022 9/14/2022 REVISIONS REQUIRED SEE ATTACHMENTS BOND INFORMATION Printed: Friday, March 03, 2023 3:51:58 PM 2 of 3 CRWSYSTEMS Permit Details City of La Quinta PERMIT NUMBER FNCUW2022-0002 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/2/2022 Etrakit Contractor 1ST SUBMITTAL PLANS 2502 Private Fire SET 2022 08 02.pdf 1 DOC 8/2/2022 Etrakit Contractor 1ST SUBMITTAL APPLICATION 2502 LQRC REVISED PVT FIRE APPLICATION 2022- 07-28.pdf 1 DOC 9/14/2022 KOHL HETRICK FNCUW2022-0012 - 1ST REVIEW - FIRE PLAN COMMENTS.pdf FNCUW2022-0012 - 1ST REVIEW - FIRE PLAN COMMENTS.pdf 1 Printed: Friday, March 03, 2023 3:51:58 PM 3 of 3 CRWSYSTEMS Oa - AVENUE e SITE — VICINITY MAP ABBREVIATIONS LUTH WEST LEGEND -- 0 ER EIS' 22TE.Em. TV CABLE TELEVISION EDGE OF PAVEMENT INVERT LINE CONSTRUCTION NOTES 0 ay.'natorn ALEss M ON PI°A° r' PIPE 157 0 Oro 2 1 /T DI BENDw/THR LNoLH 1 EA C) RNISH AND INSTALL X 451 DI BEND w/«ORJoRDLOHE3-1N I/ENT TR KRESTRAIwa EETAON SHEET s C) FURNISH E VI/TRUST BLOCK OR RESTRAINED ,DINTS PER DETAIL OR SHEET 3 C) FINNISH AND INSTALL e. DI CROSS VURRUST B.. OR RESTRNED JOINTS PER DUAL ON SHEET 3 SD CO IT LA 12LA ZZ17; 7. �AELL"Ej°Lavx °;21 AA°�R°fcC'NWTLR°VEACToxi oAI °. B oI A ° 5 EA E RO NOTE TO CONTRACTORS QUANTITY ESTIMATE 0 PROP. STORM D.IN PRO, PRIVATE SEWER MAN PROP, PRIVATE WATER MAIN PRO, PRIVATE FIRE LINE PROP. PRIVATE FIRE SERVICE LINE PROP. FIRE HYD.NT ASSEMBLY PRO, GATE VALVE OR BUTTERFLY VRVE EC WATER WON EC SEWER MAIN EX. UTILITIES, GAS. TELEPHONE. TV. ETC. PROP. WAT. SERVICE PRO, SEVIER LATERAL AIR/VACUUM RELIEF 0200E PROP. DETECTOR CHECK PROP. CL.N OUT PROP. MANHOLE PROP. WATER SERVICE W. EUCKfLOW DEVICE PRO, REDUCER VALVE AND BLOW -OFF ASSEMBLY PROP. REDUCER PROP. STORM DRAIN MANHOLE BOUNDARY CENTERLINE NE BWACY/COUNTY BOUNDARY MMus OLE FTC POINT ON CURVE PRC raF081614F6REVERSE CURVE "`" mOHT DF 4AY EMENT TOP OEFEMEANHOLE VITRIFAC CLAY PIPE EVEETBARREL QUANTITY UESTIIMATEOR (FOR PEIT IT 5.LL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN OUANTITY EST1AATE FOR CON.RUOTION OR COST A E THE THE OF CONSRUnIOu. UTILITIES IRRI.TION COACHELLA V.L. WATER DISTRICT (760) 3ee-2651 WATER COACHELLA VALLEY WA.R DISTRICT 760) 3B DISTRICTSEWER CO.HELLA VALLEY WATER (760) See 2651 ELECTRIC EDSON (780) 2024291 CAS THE .S COMPANY 760) 323-1651 TELEPHONE TROTTER COMMUNICATIONS (BOO) 921-6104 CABLE .v. TIME WARNER CABLE - SPECTRUM (800) 892-4.357 USA UNTEROROUND SERVICE ALERT NOTE TO CONTRACTOR. EXISTING UTILITIES RPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ...ON OF ANA CONSULTING. INC. THE NOTE SR RrnslOxs ARE evvRovED.TO CONTRACTOR. SITE CONDITIONS CONSULTING. Inc. NOTE TO CONTRACTOR. CONSTRUCTION OBSERVATION ixm[ ouwxs wmE PREPARED BY 11. mE wmw.crms mwisM) 'I nox IS cpwLOm Ix ACCORwxcE IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SILVEROCK RESORT LO RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 6, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN PREPARED FOR. SILVEROCK DEVELOPMENT COMPANY 79-179 AHMANSON LANE LA QUINTA, CA 92253 (780) 634-6643 kiln e111101111 �p qV � -1mIhi ie +ll!lfn IBba; i:, iH - ♦ ilw Ire INDEX MAP SCALE I-=I00' SHEET INDEX SHEET DESCRIPTION 2-5 6-7 COVER SHEET PLAN VIEW SIGNAGE AND STRIPING UNDERGROUND REQUIREMENTS DIG ALERT Dig ISefely DIAL TOLL FREE 1-8 -2600 "TuDEBGM°-227AM BENCHMARK M #430 ELEVATION .467' (NAVOSS) PROJECT ELEVATION AT BM 430 TION OOf LA °UINTA NM OM PRIT 1-1/E a"WD D STANPEO F AVENUE 54 MID ej)METuPEMONUMENT. ORATION (RAYONS) AT EN f4.30 = REV. 3.003' 10 OMR PROJECT ELEVATIONS IN WOMB DA 98 PENSIONS A REVISED SURFACE FEATURES DRAWN BY CD ORECKRO BY MTC It is necessary for the system designerto provde the Hydraulic modeling for required flows b.ed on perceived demands of the Fire Sprinkler systems. 7.somced installing contractor would late only need to resubmit the to -be approved plans with their int'om,ation added to me provided box (all sheets) and the manuf .. spec sheets for all materials to be used, This will bereviewed 40IY for final wmplianw, n end, card issuance. a*LQ 0FM has not received the CV WD off-site/on-she public water main and Pre hydrant flow modeling yet, as is required. This modeling shallilutify that the meet hydraulically remotedemanding fine hydrant is able to provide a fire flow of 1,625 gem at 20 psi residual curve pressure. a. Kohl Hetrick FNCUW2022-0012 SHEETTHIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED REVISIONS ',CLOUDED. AND APPROVED 10/55/2020 AND IS IDENNCAL EiCEPT FOR THOSE REASIOX t£s ^ O D NBA CConau�TRlnq'0 na. ® MSA CONSULTING, NC. 11oiEngineetinog - Lartl Surveyirg . Larasrpe Arctllcenum a� I p xVII nmaxca sawna, . Dly unldycwlm x.cls REPARED UNDER THE Ll���r-mod DIRECT SUPERNSION OR 06/01/202.2 RIVERSIDE tOUNTY FIRE DEPARTMENT PRIVATE FIRE MAIN NOTES1. THE Of THE ON -SITE WATER SYSTEM S.LL COMPLY W. AR REQUIREMENTS Of THE CURRENT EornoN OF NEPA zc EN z2wNIHzt (csL x-r + NOE EIR 2 ALL BRE FLOW REOUIREMENTS. HATNANT TYPE. NUMBER OF HYDRANTS. AND SPACING OF HYDRANTS SHALL BE PROVIDED AS PER THE 3. 80".EUME.ES°VACT2NE8UPPLY FOR FIRE PROTECTION. EITHER TEMPO.. OR PERMANENT. SW. BE MADE AVALABLE A TABLE D STANCE AS SOON AS COMBUSTBLE MATERIAL ARRIVES ON THE JOE SITE. THIS WATER SUPPLY SHALL BE APPROVED BY ENE RIVERSIDE' COUNT( FIRE DEPARLATENT - OFFICE OF THE FIRE MARSHAL. 54. WET -SIGNED STAMP SEAL 5.LL BE PLACED ON THE PLANS. 5. THE FIRE FLOW CALCULATIONS SHALL BE BASED ON WATER ROW TEST INFORM.. CONDUCTED WITHIN ONE YEAR OF THE PRIVATE FIRE MAN P. SUBMITTAL APPLICATION DATE. 6. ANY PIPING NOT SHOWN ON MIS APPROVED P. IS NOT0,46PART Of THIS APT.. B TtNM TnE OTFmS • "014E1174 rot; sERgsN sw M ass A uxcxe'soF g. Ta. [BNDTe 10. ;.3°TiA°01EEEpIL4E.NE3r6SE:E°6/11°D°NG UNTEREERE= S'EAUNMSS SHRL HAVE A MINIMUM COVER OF 35-INCHES M.SURED FROM THE TOP OF 12. FIRE HYDRANTS' THE MINIMUM SIZE fIRE HYDRANTS 024482E X).DEPENDING PaarA0 SHALL 4L2 4•SUPER x z A) un. eL 800E irzm. 20 vx a r,re voxu2rs swu ee • gicK iow svarµvFpxno°wa°lig° vRl niiwrlAi Mattis s�us elisvrzavlolio =r-Ilsio rzw,w vxe C THE PART OF ABOVE- ROASSEMBLIES. LL OF SHE . ERC AOSDa0DE0 SHALL NOT EE LOWED wNHIN .8070E. OR THEMORE APPURTENANCES. SECTIO.L CONTROL VALVES SHALL BE L.AAT D vesT `35.7 a VALVES AND FIRE DEPARTMENT CONNECTORS ALL GUARD POSTS SHRL BE PANTED SAFETY YELLOW. IGH 17. AUTOMATIC FIRE SPRINKLER SYSTEM RISERS SHE. NOT BE OBSTRUCTED IN ANY If A SYSTEM RISER IS TO BE I�s� F��E;°� TMEE �:E=Ix��B,°�B�p�HrMe�Tl��IloEE��°M�Ns DF A DODB rIR: �I:P Mr°�='° �ATTNToH EPARTE RRE BPRIN0DER B0RM RIBER (NOT DN MANIFDIO) RHAEE FF PROVIDED WITH A FIRE DN TO%,7 ZU BB rocq,FD ,;,IN ,D _ SYST.S SERVING 50 GALLONS PERS SHALL BE MINUTE REQUIRED.ZED TD SUPPLY AT A MINIMUM,TEM A 2 X , u. XREQUIREMENTS4DA EN Co NECTOR FACIUTY TESTING. r'ETENUSEIELJECIE PePEON. EVECTTIMEGEVAVEEL.635ACH. AND MCNEILL INSPECTION REQUIRED PRIOR TO BACKFIRING. : ,u1,442EZ2Mng fLITSTrEEEIL AfFSEGETEEDETANEGE IETETIL CLEAR. REQUIRED PRIOR TO CONNECTION OF ANY OVERHEAD PIPING • UNDERGROUND FINAL - A CORY OF THE 'CONTRACTORS ARTERIAL AND TEST CEROFICATE FOR 31.11.ERGROUND PIPING 6.R.31+066E63 - CONTACT PRIVATE TMREOFFICE OFETHE FIRE MARSHAL A MINIMUM Of 48 WATER RIMPROVEMENT DPLANSHOURS IN ADVANCE TO SCHEDULE INSPECTORS. ALL WORKS SHRL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOON) LATEST EDITION. AW.W.A. STANDARDS. UNIFORM PLUMBING CODE .7E5T EDITION AND THESE PLANS. 2. ALL WATER MAINS , THRU 12. SHALL BE C-900 CLASS 200. 1, AND .GER SHALL BE C-905 C.S 150. WATER PIPE RODER y-,pro 07,80 STANow6. FIRE MANUFACTURED EY SPEAR ; MINIMUM covle Jog,srwasen 11,11063A311,61467,16781/6C6E93 S6,143.1.166_880.35. INCHES STREET SHALL BE BROUGHT TO SUBGRADE AND T. THE MIN IN OVER FOR WATER MANS AND WATER SERVICES S.LL BE 35 INCHES. STREET SHALL BE BROUGHT TO SUBGRADE AND a EXTEMINEEIOPTCENVESS,E,16,1104 EATTETNEIETEEE :ATP IgistrilEYTEI MAINS SHALL BE BY ONE 1-FOOT FROM OUTSIDE WRI TO OUTSIDE WALL. MINOAN VER., S16.1,4,4r006N 3786.WAT. AND SEWER .NS AT PERPENDICU. CROSSING SHRL BE l'-FOOT FROM 10. IZEH"EEEELARVEAVREE°11E4PBEETiolViCEE:61`171ACKTILL SHALL BE CERTIFIED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF A.C. OR CONCRETE. II. IT SHALL BE THE WATER CONTRACTOR'S RESPONSIBILITY TO SET WATER VALVE RISER. FRAME AND COVER T066FINISIL 006RAQA66.7.6.Z P6/6C6114,C664133r.CORDANCE WITH CURD STAN.RD DRAWING NO. W-17A MODIFY VALVE COVER TO ONLY READ ATER E,E4LE `COETETEZE01° ITLEL EIT°467°AEL ZalguTTE EtAFELIZsE°E1OREREEEI TEJEEEMS a DETAIL 1.11 THE ENGINEER PRIOR TO START • OTTERMSE NOTED ON PLANS. JOINT RESTRANT SHALL BE 'MEGA LUG. BY EB. IRON WORKS. SERIES 1500 BELL RESOVAINT .RNESS. OR ENGINEER APPROVED EQUR 17. LENGTH Of RESTRAINED PIPE SHALL BE MINIM. Of 54-LINEAL FEET IN .CH DIRECTION Of RTTING B.NCH Of TEE OR AS INDICATED ON PLAY 0111ENOTES =AEI SEPTILEBTPLEAcli LACEEVEIECETENIEEPYDRANTS LOCATED ON THE CENTERLINE Of THE STREET OR DRIVEWAY 20. TIE CONTRACTOR AGREES T.7 HE SH._ ASSUME SOLE AND COMPLETE RESPONSIBILITY6 FOR TOB3SITE 3CONDITIONS DURING ME INSTALLING CONTRACTOR ACCEPTANCE ........................ NOTE. THIS PLAN IS FOR PLANMWS/BLLUNG wwssa PERMIT ONLY. THE INSTALLING CONTRACTOR MUST HOLD A VALID'N°ammr CM LICENSE. THEN SYSTEM CONSTRUCTION PERMIT. LASOUNTA OFFICE OF THE FIRE MARSHAL RIVERSIDE COUNTY FIRE DEPARTMENT DATE IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN COVER SHEET PORTIONS CFI,T4EOFWS I/4O .0 RYE S.B.M. ' AND SE SHEET 1 OF SHEETS 1 Lu 1- AVENUE 52 VICINITY MAP NTS Oz. OW ABBREVIATIONS E N S W NE NW SE SW A/V ASSY. BC BCR BO BV C# C/L C&G C.B. ELEC CO EAST NORTH SOUTH WEST NORTHEAST NORTHWEST SOUTHEAST SOUTHWEST AIR VACUUM ASSEMBLY BEGINNING OF CURVE BEGIN CURB RETURN BLOW -OFF BUTTERFLY VALVE CURVE CENTERLINE CURB AND GUTTER CATCH BASIN ELECTRIC CLEAN OUT D DEFL. DI DWG. DWY EA. EC ECR CAN EP ESMT. EX FH GB GV HZ INV L# LAT. L.F. CONSTRUCTION NOTES LEGEND s w -FS- 0 - W - S - U - I` ICI DEPTH DEFLECTION DUCTILE IRON DRAWING DRIVEWAY EACH END OF CURVE END CURB RETURN CABLE TELEVISION EDGE OF PAVEMENT EASEMENT EXISTING FIRE HYDRANT GRADE BREAK GATE VALVE HORIZONTAL INVERT LINE LATERAL LINEAL FEET FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) DELETED DELETED /vI O 0 MH N.T.S. P/L PCC POC PRC PROP. PUE R/W S/W SER. SWR. TCO TELE TMH TYP. VCP VERT WB WTR. PROP. STORM DRAIN PROP. PRIVATE SEWER MAIN PROP. PRIVATE WATER MAIN PROP. PRIVATE FIRE LINE PROP. PRIVATE FIRE SERVICE LINE PROP. FIRE HYDRANT ASSEMBLY PROP. GATE VALVE OR BUTTERFLY VALVE EX. WATER MAIN EX. SEWER MAIN EX. UTILITIES: GAS, TELEPHONE, TV, ETC. PROP. WATER SERVICE PROP. SEWER LATERAL PROP. AIR/VACUUM RELIEF VALVE PROP. DETECTOR CHECK PROP. CLEAN OUT PROP. MANHOLE PROP. WATER SERVICE WITH BACKFLOW DEVICE PROP. REDUCER VALVE AND BLOW -OFF ASSEMBLY PROP. REDUCER PROP. STORM DRAIN MANHOLE BOUNDARY CENTERLINE PHASE LINE CITY/COUNTY BOUNDARY LIMITS MANHOLE NOT TO SCALE PROPERTY LINE POINT OF COMPOUND CURVE POINT ON CURVE POINT OF REVERSE CURVE PROPOSED PUBLIC UTILITY EASEMENT RIGHT OF WAY SIDEWALK SERVICE SEWER TOP OF CLEAN OUT TELEPHONE TOP OF MANHOLE TYPICAL VITRIFIED CLAY PIPE VERTICAL WET BARREL WATER QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 1573 L.F. FURNISH AND INSTALL 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 6 EA. FURNISH AND INSTALL 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 31 EA. FURNISH AND INSTALL 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 15 EA. FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 5 EA. FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 1 EA. CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 12 EA. CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDING SPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F" 12 EA. CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER 5 EA. FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 6 EA. NOTE TO CONTRACTOR. QUANTITY ESTIMATE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES IRRIGATION WATER SEWER ELECTRIC GAS TELEPHONE CABLE T.V. USA COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT SOUTHERN CALIFORNIA EDISON THE GAS COMPANY FRONTIER COMMUNICATIONS TIME WARNER CABLE - SPECTRUM UNDERGROUND SERVICE ALERT (760) 398-2651 (760) 398-2651 (760) 398-2651 (760) 202-4291 (760) 323-1851 (800) 921-8104 (800) 892-4357 811 NOTE TO CONTRACTOR. EXISTING UTILITIES THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. NOTE TO CONTRACTOR. SITE CONDITIONS CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. NOTE TO CONTRACTOR. CONSTRUCTION OBSERVATION THESE DRAWINGS WERE PREPARED BY MSA CONSULTING, INC. (MSA) USING CURRENTLY ACCEPTED INDUSTRY AND AGENCY STANDARDS. MSA HAS NO CONTROL OVER THE CONTRACTOR'S MEANS OR METHODS; AND UNLESS MSA IS ENGAGED TO PERFORM FULL-TIME, ON -SITE OBSERVATION, MSA CANNOT REPRESENT THAT THE CONSTRUCTION IS COMPLETED IN ACCORDANCE WITH THE APPROVED DRAWINGS OR APPROPRIATE SPECIFICATIONS. UNLESS MSA IS PERFORMING FULL-TIME, ON -SITE OBSERVATION, MSA'S RESPONSIBILITY AS THE CIVIL ENGINEER OF RECORD IS LIMITED TO THE DESIGN AT THE ONSET OF CONSTRUCTION. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY, AND AGREES TO DEFEND, INDEMNIFY AND HOLD MSA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF MSA EMPLOYEES. MSA DOES NOT GUARANTEE THE COMPLETION OR QUALITY OF PERFORMANCE OF CONTRACTS BY THE CONSTRUCTION CONTRACTOR, OR OTHER THIRD PARTIES, NOR IS MSA RESPONSIBLE FOR THEIR ACTS OR OMISSIONS. DIG ALERT DigSafely DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK BM #430 PROJECT ELEVATION ELEVATION 5.467' (NAVD88) AT BM *430 3.903' LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) PROJECT ELEVATION AT BM #430 = ELEV. 3.903' TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. BASIS OF BEARINGS EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: N 0212'49" W IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SIL I/EROCK RESORT LQ RESORT CONDOMIMUMS TRACT MAP NO. 37930 PRIVATE RRE SERVICE PLAN LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN REVISIONS / \ REVISED SURFACE FEATURES PREPARED FOR. SILVEROCK DEVELOPMENT COMPANY 79-179 AHMANSON LANE LA QUINTA, CA 92253 (760) 634-6543 0' dO R� ' INDEX MAP 100' 200' 300' 400' SCALE 1"=100' SHEET INDEX SHEET DESCRIPTION 1 2-5 6-7 8 COVER SHEET PLAN VIEW SIGNAGE AND STRIPING UNDERGROUND REQUIREMENTS APPR. DATE DESIGNED BY MP DRAWN BY CC CHECKED BY MTC © Copyright 2022 MSA Consulting, Inc. All Ri • hts Reserved THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE REVISIONS "CLOUDED" AND LABELED WITH REVISION TRIANGLES. / \ CO T. CELEDIN R.C.E. C75478 EXP 6-30-24 Civil Engineering • Land Surveying • Landscape Architecture Planning • Environmental Services • Dry Utility Coordination • GIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 1760.320.9811MSAConsultinginc.com PREPARED UNDER THE DIRECT SUPERVISION OF: 08/02/2022 DON, R.C. . NO. 75478 DATE RIVERSIDE COUNTY FIRE DEPARTMENT PRIVATE FIRE MAIN NOTES 1. THE INSTALLATION OF THE ON -SITE WATER SYSTEM SHALL COMPLY WITH ALL REQUIREMENTS OF THE CURRENT EDITION OF NFPA 24 AND CALIFORNIA FIRE CODE. INSTALLATION WORK SHALL BE DONE BY FULLY EXPERIENCED AND RESPONSIBLE CONTRACTORS. CONTRACTORS SHALL BE APPROPRIATELY LICENSED IN THE STATE OF CALIFORNIA TO INSTALL PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES (CSLB: C-16, C-34, C-36, CLASS A). JOB CARDS WILL BE ISSUED TO THESE LICENSED CONTRACTORS ONCE ADEQUATE DOCUMENTATION AND APPROVAL FOR THE WORK HAS BEEN OBTAINED BY THE OFFICE OF THE FIRE MARSHAL. 2. ALL FIRE FLOW REQUIREMENTS, HYDRANT TYPE, NUMBER OF HYDRANTS, AND SPACING OF HYDRANTS SHALL BE PROVIDED AS PER THE CALIFORNIA FIRE CODE. 3. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE WITHIN A REASONABLE DISTANCE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE JOB SITE. THIS WATER SUPPLY SHALL BE APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT - OFFICE OF THE FIRE MARSHAL. 4. THE CIVIL ENGINEER OR LICENSED CONTRACTOR WHO DESIGNED THE WATER SYSTEM HEREBY CERTIFIES THAT THIS WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS AS PRESCRIBED BY THE OFFICE OF THE FIRE MARSHAL, THE CALIFORNIA FIRE CODE AND NFPA 24. WET -SIGNED STAMP SEAL SHALL BE PLACED ON THE PLANS. 5. THE FIRE FLOW CALCULATIONS SHALL BE BASED ON WATER FLOW TEST INFORMATION CONDUCTED WITHIN ONE YEAR OF THE PRIVATE FIRE MAIN PLAN SUBMITTAL APPLICATION DATE. 6. ANY PIPING NOT SHOWN ON THIS APPROVED PLAN IS NOT A PART OF THIS APPROVAL. ANY ADDITIONAL PIPING THAT IS TO BE INSTALLED WILL REQUIRE A SEPARATE PLAN SUBMITTAL REQUIRING THE APPROVAL FROM THE OFFICE OF THE FIRE MARSHAL. 7. DUCTILE IRON PIPE SHALL BE INSTALLED WITHIN FIVE FEET OF THE BUILDING. 8. NO JOINTS SHALL BE INSTALLED UNDER THE BUILDING. THE SUPPLY LINE TO THE FIRE SPRINKLER RISER(S) SHALL BE A UL LISTED ONE PIECE SOLID SWEEP. FIRE SPRINKLER RISERS THROUGH FLOOR SLABS SHALL HAVE A SLEEVE WITH A MINIMUM OF 2-INCHES OF CLEARANCES FOR PIPES UP TO 3 36" IN SIZE AND 4 INCHES OF CLEARANCE FOR PIPE SIZES 4 INCHES AND GREATER. 9. ALL METAL MECHANICAL RESTRAINTS, UNDERGROUND BOLTS AND STAINLESS STEEL SWEEPS SHALL BE WRAPPED IN PROTECTIVE PLASTIC OR OTHER APPROVED CORROSION RETARDING MATERIAL. 10. ALL WATERLINES EXTENDING UNDER ROADWAY SURFACES SHALL HAVE A MINIMUM COVER OF 36-INCHES MEASURED FROM THE TOP OF PIPE TO FINISH GRADE. 11. THERE SHALL BE A MINIMUM VERTICAL CLEARANCE OF 12-INCHES BETWEEN FIRE LINES AND ALL OTHER UNDERGROUND UTILITIES. THE 12-INCHES OF CLEARANCE IS MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF OTHER UTILITY. 12. FIRE HYDRANTS: THE MINIMUM SIZE FIRE HYDRANT SHALL BE SUPER FIRE HYDRANTS (6" X 4" X 2 1,6" X 2 1/6"). DEPENDING ON FLOW REQUIREMENTS AN ENHANCED SUPER HYDRANT (6" X 4" X 4" X 2 ,A") MAY BE REQUIRED. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED AND PROVIDED WITH OSFM "NEW" SERVICE TAG AT TIME OF FINAL INSPECTION. 13. BACKFLOW PREVENTION ASSEMBLIES: PRIVATE FIRE MAINS SHALL BE PROVIDED WITH A LISTED BACKFLOW PREVENTER ACCEPTED BY THE PUBLIC WATER AGENCY TO WHICH THE PRIVATE FIRE MAIN IS BEING SUPPLIED AT LEAST ONE INDICATING VALVE SHALL BE INCLUDED AS PART OF ABOVE- GROUND ASSEMBLIES. BACKFLOW PREVENTION ASSEMBLIES SHALL NOT BE LOCATED WITHIN 40-FEET, OR THE HEIGHT OF THE FACING WALL, OF THE BUILDING(S) THAT IT SERVES. 14. SECTIONAL VALVES: WHEN A PRIVATE FIRE MAIN SERVES SIX OR MORE APPURTENANCES, SECTIONAL CONTROL VALVES SHALL BE INSTALLED. CONTROL VALVES SHALL BE INDICATING UNLESS OTHERWISE APPROVED BY THE AHJ. SECTIONAL CONTROL VALVES SHALL BE LOCATED SO THAT NO MORE THAN FIVE FIRE APPURTENANCES ARE AFFECTED BY SHUT -DOWN OF ANY SINGLE PORTION OF THE FIRE SERVICE MAIN. 15. IMPACT PROTECTION: ON SITE FIRE HYDRANTS, POST INDICATOR VALVES AND FIRE DEPARTMENT CONNECTIONS LOCATED LESS THAN THREE FEET BEHIND THE FACE OF CURB OR WHEN NO CURB IS PROVIDED SHALL BE PROTECTED BY GUARD POSTS SET IN CONCRETE TO THE FOLLOWING SPECIFICATIONS: • CONSTRUCTION OF STEEL NOT LESS THAN 4-INCHES IN DIAMETER AND CONCRETE FILLED. • SPACED NOT MORE THAN 3-FEET BETWEEN POSTS ON CENTER. • SET NOT LESS THAN 3-FEET DEEP IN CONCRETE FOOTING OF NOT LESS THAN A 15-INCH DIAMETER. • SET WITH THE TOP OF THE POSTS NOT LESS THAN 3 FEET ABOVE GROUND. • LOCATED NOT LESS THAN 3-FEET FROM THE FIRE HYDRANTS, POST INDICATOR VALVES AND FIRE DEPARTMENT CONNECTIONS. • ALL GUARD POSTS SHALL BE PAINTED SAFETY YELLOW. 16. BACKFILL: BACKFILL SHALL BE WELL TAMPED IN LAYERS OR PUDDLE UNDER AND AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVEL TO A MINIMUM 6-INCHES BELOW AND TO A MINIMUM OF 12-INCHES ABOVE THE PIPE AND SHALL CONTAIN NO ASHES, CINDERS, REFUSE, ORGANIC MATTER, OR OTHER CORROSIVE MATERIALS. OTHER BACKFILL MATERIALS ARE PERMITTED WHERE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVED BY THE ENFORCING AGENCY. 17. FIRE RISER ACCESS: AUTOMATIC FIRE SPRINKLER SYSTEM RISERS SHALL NOT BE OBSTRUCTED IN ANY IF A SYSTEM RISER IS TO BE CONCEALED BY MEANS OF A WALL, SOFFIT, COLUMN, OR OTHER BUILDING CONSTRUCTION, IT SHALL BE PROVIDED WITH EIGHTEEN (18) INCH CLEARANCE TO EACH SIDE AND TO THE FRONT OF THE SYSTEM RISER. ACCESS SHALL BE PROVIDED BY MEANS OF A DOOR WITH THE MINIMUM DIMENSIONS TWO FEET SIX (6) INCHES IN WIDTH BY SIX (6) FEET EIGHT (8) INCHES IN HEIGHT. 18. FIRE DEPARTMENT CONNECTIONS: EACH SEPARATE FIRE SPRINKLER SYSTEM RISER (NOT ON MANIFOLD) SHALL BE PROVIDED WITH A FIRE DEPARTMENT CONNECTION (FDC). THE FDC SHALL BE LOCATED WITHIN 200-FEET OF A PUBLIC OR APPROVED FIRE HYDRANT, WHEN MEASURED AS A HOSE WOULD LAY ALONG AN APPROVED ROUTE. THE FDC SHALL BE LOCATED ON THE STREET SIDE OF BUILDINGS. SYSTEMS SERVING STANDPIPES SHALL BE SIZED TO SUPPLY THE SYSTEM PRESSURE AND FLOW REQUIREMENTS BASED ON ONE 2 1,6" CONNECTION FOR EACH 250 GALLONS PER MINUTE REQUIRED. AT A MINIMUM, A 2 1,6" X 2 4" X 4" FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED. 19. APPLICANT SHALL COORDINATE POINT OF CONNECTION OF UNDERGROUND WATER SYSTEMS WITH APPLICABLE WATER AGENCY. SUCH COORDINATION MAY INCLUDE, BUT NOT BE LIMITED TO: ADDITIONAL FINANCIAL ARRANGEMENTS, FACILITY DESIGN, PLAN REVIEW, AND FACILITY TESTING. 20. INSPECTIONS: THE FOLLOWING INSPECTIONS ARE REQUIRED: • THRUST BLOCK PRE -POUR, RESTRAINT, PIPING MATERIAL, TRENCH, AND BACKFILL INSPECTION REQUIRED PRIOR TO BACKFILLING. • UNDERGROUND HYDROSTATIC TEST PER NFPA 24 FOR 2 HOURS. • UNDERGROUND FLUSH OF ALL AFFECTED PIPING UNTIL CLEAR. REQUIRED PRIOR TO CONNECTION OF ANY OVERHEAD PIPING. • UNDERGROUND FINAL - A COPY OF THE "CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" SHALL BE PROVIDED. VALVE AND CONNECTION SIGNAGE IS IN PLACE. BLUE REFLECTOR HYDRANT MARKERS ARE INSTALLED IN THE ADJOINING ROADWAY. PRIVATE FIRE HYDRANTS ARE PAINTED RED AND PROVIDED WITH OSFM "NEW" SERVICE TAGS. - CONTACT THE OFFICE OF THE FIRE MARSHAL A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. PRIVATE WATER IMPROVEMENT PLANS 1. ALL WORKS SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION, A.W.W.A. STANDARDS, UNIFORM PLUMBING CODE LATEST EDITION AND THESE PLANS. 2. ALL WATER MAINS 4" THRU 12" SHALL BE C-900 CLASS 200, 14" AND LARGER SHALL BE C-905 CLASS 150. WATER PIPE SMALLER THAN 4" SHALL BE SCHEDULE 40 OR SCHEDULE 80 PVC OR CPVC WITH A PRESSURE RATING GREATER THAN 200 PSI UNLESS OTHERWISE INDICATED ON THE PLANS. SIZES AS INDICATED ON THE PLANS. AS MANUFACTURED BY JM EAGLE, PACIFIC -WESTERN MANUFACTURING COMPANY OR ENGINEER APPROVED EQUAL. PIPE 3. FIRE HYDRANTS SHALL BE 6" WET BARREL TYPE WITH ONE 4" OPENING AND TWO 2-1/2" OPENING PER CVWD STANDARD. FIRE HYDRANT SHALL BE JONES MODEL NO. J-3765 OR AVK MODEL CALIFORNIA 24-50 HP OR APPROVED EQUAL. 4. GATE VALVES 4" THRU 12" SHALL BE RESILIENT -SEATED WITH NON -RISING STEMS CONFORMING TO A.W.W.A. C-509-80. VALVES LARGER THAN 12" SHALL BE BUTTERFLY VALVES. VALVES SHALL BE FLANGED X FLANGED. AS MANUFACTURED BY AMERICAN AVK, CLOW, M&H, STOCKHAM, U.S. PIPE, OR ENGINEER APPROVED EQUAL 5. BALL VALVE MATERIAL SHALL BE AS INDICATED ON PLAN. BALL VALVE MATERIAL TO BE EITHER BRONZE BODY OR PVC SCHEDULE 80. BRONZE VALVE SHALL HAVE NPT THREADS ON BOTH ENDS RATED AT 600 PSI AS MANUFACTURED BY CONBRACO INDUSTRIES OR ENGINEER APPROVED EQUAL. PVC VALVE SHALL HAVE NPT THREADS ON BOTH ENDS RATED AT 200 PSI AS MANUFACTURED BY SPEAR OR ENGINEER APPROVED EQUAL. 6. THE MINIMUM COVER FOR WATER MAINS AND WATER SERVICES SHALL BE 36 INCHES. STREET SHALL BE BROUGHT TO SUBGRADE AND SEWER MAIN SHALL BE INSTALLED BEFORE WATER MAIN LINE IS INSTALLED. 7. THE MINIMUM COVER FOR WATER MAINS AND WATER SERVICES SHALL BE 36 INCHES. STREET SHALL BE BROUGHT TO SUBGRADE AND SEWER MAIN SHALL BE INSTALLED BEFORE WATER MAIN LINE IS INSTALLED. 8. MINIMUM HORIZONTAL SEPARATION FROM PRIVATE WATER TO PRIVATE SEWER MAINS SHALL BE BY ONE 1-FOOT FROM OUTSIDE WALL TO OUTSIDE WALL. MINIMUM VERTICAL SEPARATION FOR WATER AND SEWER MAINS AT PERPENDICULAR CROSSING SHALL BE 1'-FOOT FROM OUTSIDE WALL TO OUTSIDE WALL OF PIPE PER U.P.C. 9. THE CONTRACTOR SHALL TEST AND CHLORINATE PROPOSED WATER MAINS AND SERVICES BACTERIOLOGICAL SAMPLES SHALL BE CLEARED BY A CERTIFIED TESTING LAB AND SHALL PROVIDE THE WRITTEN RESULTS TO THE ENGINEER. TESTS ON FIRE SYSTEM SHALL MEET FIRE DEPARTMENT REQUIREMENTS AND S.S.P.W.C. 10. TRENCH EXCAVATION, PIPE BEDDING AND BACKFILL SHALL BE CERTIFIED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF A.C. OR CONCRETE. 11. IT SHALL BE THE WATER CONTRACTOR'S RESPONSIBILITY TO SET WATER VALVE RISER, FRAME AND COVER TO FINISH GRADE AFTER PAVING IN ACCORDANCE WITH CVWD STANDARD DRAWING NO. W-17A MODIFY VALVE COVER TO ONLY READ "WATER" OR "FIRE" AS APPROPRIATE. 12. ALL CONNECTIONS MADE TO EXISTING FACILITIES WILL BE AT CONTRACTOR'S EXPENSE. 13. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS AND REVIEW THE PLANS IN DETAIL WITH THE ENGINEER PRIOR TO START OF CONSTRUCTION. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES UNTIL PROJECT IS COMPLETED. 15. EXISTING UTILITIES MAY OR MAY NOT BE SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND NOTIFY COMPANIES 48 HOURS IN ADVANCE OF THE BEGINNING OF CONSTRUCTION AND CALL U.S.A. UNDERGROUND SERVICE ALERT AT 1-800-227-2600. 16. ALL FITTINGS SHALL BE DUCTILE IRON PUSH -ON BY PUSH -ON EQUIPPED WITH "TYTON" PUSH -ON OR MECHANICAL JOINTS UNLESS OTHERWISE NOTED ON PLANS. JOINT RESTRAINT SHALL BE "MEGA LUG" BY EBAA IRON WORKS, SERIES 1600 BELL RESTRAINT HARNESS, OR ENGINEER APPROVED EQUAL. 17. LENGTH OF RESTRAINED PIPE SHALL BE A MINIMAL OF 54-LINEAL FEET IN EACH DIRECTION OF FITTING AND BRANCH OF TEE OR AS INDICATED ON PLAN. 18. ALL NUTS, WASHERS AND BOLTS SHALL BE STAINLESS STEEL. 19. BLUE DOT MARKERS SHALL BE PLACED ADJACENT TO FIRE HYDRANTS LOCATED ON THE CENTERLINE OF THE STREET OR DRIVEWAY. 20. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOTE. THIS PLAN IS FOR PLANNING/BUILDING PERMIT ONLY. THE INSTALLING CONTRACTOR MUST HOLD A VALID C-16 LICENSE. THE INSTALLING CONTRACTOR SHALL SUBMIT PLANS AND PRESSURE LOSS CALCULATIONS TO FIRE FOR APPROVAL AND A FIRE SYSTEM CONSTRUCTION PERMIT. CASE # - APPROVAL: RIVERSIDE COUNTY FIRE DEPARTMENT LA QUINTA OFFICE OF THE FIRE MARSHAL THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR -SUBJECT TO COMPLIANCE WITH APPLICABLE CODES INSTALLING CONTRACTOR ACCEPTANCE BUSINESS NAME: ADDRESS: RESPONSIBLE MANAGING OFFICER: SIGNATURE: DATE: EXP DATE: IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN COVER SHEET PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEET 1 OF 8 SHEETS g, 7/28/2022 10:52:20 AM, mpompa, MSA Consulting, Inc. 0 N O CN N U c a) a) D c 92 a) • 0 ` c 0 :\2502\ACAD\Improvemen CONSTRUCTION NOTES 10 11 12 SD BOP 17.67 FIRE TOP 16.66 11+14.46 FIRE RISER PROP. 6" PVC SEWER LINE FIRE BOP 16.35 SWR TOP 14.59 FIRE BOP 16.54/ SWR TOP 14.04 1 1 +49.01 11 +58.26 11 +80.37 FIRE BOP 17.28 SWR TOP 15.60 PROP. 6" PVC SEWER LINE BLDG 11 FF 22.67 FIRE RISER SD BOP 18.92 FIRE TOP 17.87 12+39.45 FIRE BOP 17.09 SWR TOP 16.05 SD BOP 18.54 FIRE TOP 17.54 12+20.62 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) DELETED DELETED FURNISH FURNISH FURNISH FURNISH FURNISH AND INSTALL AND INSTALL AND INSTALL AND INSTALL AND INSTALL PROP. S/W PROP. 3" PVC WATER LINE 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDING SPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F" CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 DIG ALERT DigSafely DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK BM #430 ELEVATION 5.467' (NAVD88) PROJECT ELEVATION AT BM *430 3.903' LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) PROJECT ELEVATION AT BM #430 = ELEV. 3.903' TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. PROP. ALT 6 R PAVING AMMR PROP. 6" PV SEWER LINE SD BOP 17. FIRE TOP 16 SD PROP. S/W 0+89.13 EC PROP. 2" PVC WATER LINE 20' 17.68 40' SCALE 1 "=20' GARAGE 11 60' LINE DATA NO. LENGTH BEARING L1 4.00' N20' 09' 06.25"W L2 4.00' N20' 09' 06.25"W L3 4.00' S69' 50' 53.75"W L4 4.00' S69' 50' 53.75"W L5 13.59' S69' 50' 53.75"W L6 84.87' N62' 53' 34.07"W L7 12.80' S72' 06' 25.93"W L8 4.00' S69' 50' 53.75"W L9 4.00' S69' 50' 53.75"W L10 24.37' S69' 50' 53.75"W L11 59.88' S75' 16' 09.36"W BASIS OF BEARINGS EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: N 0212'49" W PROP. 6" PVC SEWER LINE FIRE RISER 10+97.43 SD BOP 16.89 FIRE TOP 15.65 SD BOP 16.21 FIRE TOP 15.21 10+73.42 10+59.18 10+39.67 SEE DETAIL A EX. 8" PVC SEWER MAIN 80' LINE DATA NO. LENGTH BEARING L12 9.25' N59' 43' 50.64"W L13 22.11' S75' 16' 09.36"W L14 40.26' S14' 43' 50.64"E L15 18.83' S75' 16' 09.36"W L16 4.00' N69' 50' 53.75"E L17 10.03' S65' 09' 06.25"E L18 4.00' S65' 09' 06.25"E L19 3.69' S65' 09' 06.25"E L20 19.51' N42' 30' 32.69"E L21 24.02' N62' 53' 26.04"W 7 EX. 8" DI WATER MAIN // // / // PRrP. S/W PRO". 'URB EX. 12" DI WATER MAIN GARAGE 10 CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 5'25'16" 600.00' 56.77' 28.41' C2 5'08'41 " 200.00' 17.96' 8.99' C3 4'11'03" 195.00' 14.24' 7.12' DATE REVISIONS APPR. DATE D7/28/22 / ' \ REVISED SURFACE FEATURES & STORM DRAIN DESIGNED BY MP DRAWN BY CC CHECKED BY MTC YASEME \ 1/2" RADIUS RED PROP. ALT PAVING AMMR 4"H X 8"W MINIMUM REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL 4"/6"/8" SCH. 40 GALVANIZED STEEL PIPE SEE PLAN -\ SIZES ADDRESS \ 010+12.00 ®10+04.00 10+04.00 (N&S)= 10+00.00 (W) CVWD EASEMENT PROP. S/W PROP. 3" PVC WATER LINE WTR BOP 16.32 FIRE TOP 15.57 10+04.00® 10+14.00 10+21.71® PROP. S/W CVWD EASEMENT EX. 8" CVWD BACKFLOW DEVICE IN VAULT EX. 12" DI WATER MAIN BUILDING ADDRESS NUMBER 3" MINIMUM (WHITE) POST INDICATOR/FIRE DEPT. CONNECTION SIGN DETAIL NTS ADDRESS 4"X2.5"X2.5" SIAMESE CONNECTION W/ CLAPPER INTERNAL CHECK VALVE (POTTER-ROEMER # 5731) (LARGER SPRINKLER FLOW WILL REQUIRE ADDITIONAL 2.5" CONNECTIONS. COORDINATE WITH BUILDING SPRINKLER DESIGNER.) �vv/vv/v� TEE WITH FLANGE JOINT SIZE PER PLAN i CHECK VALVE SIGN (SEE SIGN DETAIL) GALVANIZED I# FLANGE INDICATOR POST FINISHED GRADE SEE PLAN FOR SIZES 4' z lo r7 INSTALL P.I.V. TAMPER SWITCH. VALVE - SEE PLAN FOR SIZES POST INDICATOR/FIRE DEPT. CONNECTION DETAIL 9 NTS © Copyright 2022 MSA Consulting, Inc. All Ri hts Reserved MSA CONSULTING, INC. Civil Engineering • Land Surveying • Landscape Architecture Planning • Environmental Services • Dry Utility Coordination • GIS 34200 Bob Hope Drive Rancho Mirage, CA 922701760.320.98111 MSAConsultinginc.com PREPARED UNDER THE DIRECT SUPERVISION OF: MA CO 08/02/2022 � CEDON, R.C.E. NO. 75478 DATE IF REQUIRED DEFLECT DOMESTIC WATER PIPE AS NEEDED (WITHIN MANUFACTURERS RECOMMENDATIONS) o' 5' DETAIL A 10' 15' 20' SCALE 1 "=5' \> ice\> \> \> \> \> \> \> \> \> NOTE: 90% RELATIVE RECOMPACTION, 95% WHEN TRENCHES ARE WITHIN 10 FEET OF ANY BUILDING RECOMPACTION z 2 0 '\\%\\%\\%/\\%\\%/\\%\\%\\%\\' \` 2"/3" DOMESTIC WATER LINE \ PROP. F SERVICE \ \ \ \ \ \ \ 6" MINI T CLEAR \ \ - - - - - / IRE CROSSING DETAIL FIRE SERVICE TO DOMESTIC WATER NTS 7 INSTALLING CONTRACTOR ACCEPTANCE THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE REVISIONS "CLOUDED" AND LABELED WITH REVISION TRIANGLES. R.C.E. C75478 CASE # - APPROVAL: RIVERSIDE COUNTY FIRE DEPARTMENT LA QUINTA OFFICE OF THE FIRE MARSHAL DATE THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR -SUBJECT TO COMPLIANCE WITH APPLICABLE CODES T. CELED•N EXP 6-30-24 BUSINESS NAME: ADDRESS: RESPONSIBLE MANAGING OFFICER: SIGNATURE: DATE: uc #: EXP DATE: SEAL IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN PLAN VIEW PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEET 2 OF 8 SHEETS R:\2502\ACAD\Improvement Plansorivate Fire-endry Residences\2502 Private Fire 02.dwg, 7/28/2022 10:53:46 AM, mpompa, MSA Consulting, Inc. TOP VIEW TOP VIEW THRUST BLOCK BEARING AREA CASE TEE, VALVES, & DEAD ENDS 90' BEND 45' BEND 22-1/2* 11 1/4* 8" 20 S.F. 28 S.F. 15 S.F. 8 S.F. 4 S.F. 12" 42 S.F. 59 S.F. 32 S.F. 17 S.F. 9 S.F. DETAIL A THRUST BLOCK DETAIL N.T.S. GENERAL NOTES FOR THRUST BLOCK. 1. THRUST BLOCK BEARING AREAS ARE BASED ON THE FOLLOWING (NFPA 24): A. TEST PRESSURE: 200 PSI B. COVER: 3 FEET C. SOIL TYPE: SOFT CLAY (1,000 PSF) D. FACTOR OF SAFETY: 1.5 2. CONCRETE THRUST BLOCK SHALL BE CONSTRUCTED OF 450-C-2000 CONCRETE. 3. IN COMPLIANCE WITH NFPA 24. �IC�IC;;�Co TOP VIEW TOP VIEW TOP VIEW RESTRAINED JOINT REQUIREMENTS PIPE SIZE TEE DEAD ENDS 90' BEND 45' BEND 22-1/2' 11 1/4' 6" 81 ET. 99 FT. 41 FT. 17 FT. 8 ET. 4 FT. 8" 111 FT. 129 FT. 53 FT. 22 FT. 11 ET. 6 FT. 12" 164 FT. 182 FT. 73 FT. 31 FT. 15 FT. 8 ET. DETAIL B RESTRAINED JOINT DETAIL N.T.S. GENERAL NOTES FOR RESTRAINED JOINTS. 1. LENGTHS SHOWN ARE BASED ON THE FOLLOWING (NFPA 24): A. TEST PRESSURE: 200 PSI B. COVER: 3 FEET C. SOIL TYPE: SOFT CLAY (ML) (1,000 PSF) D. FACTOR OF SAFETY: 1.5 C. TYPE 3 LAYING CONDITION: PIPE BEDDED IN 4 INCHES MINIMUM LOOSE SOIL. BACKFILL LIGHTLY CONSOLIDATED TO TOP OF THE PIPE. 2. ALL JOINTS WITHIN LENGTH "L" SHALL BE RESTRAINED. 3. RESTRAINED JOINT LENGTHS SHOWN ARE FOR HORIZONTAL INSTALLATIONS ONLY. 4. IN COMPLIANCE WITH NFPA 24. NOTE TO CONTRACTOR RESTRAINED JOINTS. IF PIPELINE IS COMPLETELY RESTRAINED AT ALL JOINTS, THRUST BLOCKS WILL NOT BE REQUIRED. ANY ADDITIONAL THRUST BLOCKS INSTALLED WILL INCREASE THE SAFETY FACTOR OF THE SYSTEM. LINE DATA NO. LENGTH BEARING L1 4.00' S69' 50' 04.28"W L2 4.00' N20' 09' 55.72"W L3 4.00' N20' 09' 55.72"W L4 32.60' N20' 09' 55.72"W L5 61.25' N43' 10' 09.40"W L6 23.03' S46' 49' 50.60"W L7 5.00' S20' 09' 55.72"E L8 4.00' S20' 09' 55.72"E L9 2.00' S20' 09' 55.72"E L10 21.05' S77' 52' 23.12"W CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 6'55'59" 300.00' 36.30' 18.17' CONSTRUCTION NOTES 0 10 11 12 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) DELETED DELETED FURNISH FURNISH FURNISH FURNISH FURNISH AND INSTALL AND INSTALL AND INSTALL AND INSTALL AND INSTALL 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDING SPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F" CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 DIG ALERT DigSafely DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK BM #430 ELEVATION 5.467' (NAVD88) PROJECT ELEVATION AT BM *430 3.903' LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) PROJECT ELEVATION AT BM #430 = ELEV. 3.903' TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. BASIS OF BEARINGS EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: N 0212'49" W • N SD BOP 18.03 FIRE TOP 17.03 SD BOP 18.52 FIRE TOP 17.25 11 +28.89 FIRE RISER SD BOP 18.31 FIRE TOP 17.02 FIRE BOP 16.52 SWR TOP 13.95 BLDG 7 FF 20.97 DATE REVISIONS APPR. DATE D7/28/22 / ' \ REVISED SURFACE FEATURES & STORM DRAIN DESIGNED BY MP DRAWN BY CC CHECKED BY MTC PROP. 6" PVC SEWER LINE PROP. S/W CVWD EASEMENT PROP. C&G EX. 8" PVC SEWER MAIN .010+44.60 SEE DETAIL B 0' EX. 8" DI WATER MAIN PROP. 3" PVC WATER LINE 10+47.30 EC 20' SD BOP 16.56 FIRE TOP 15.47 SD BOP 16.53 FIRE TOP 15.47 10+68.35 FIRE RISER BLDG 8 FF 19.07 40' PROP. 6" PVC SEWER LINE EX. 8" DI WATER MAIN PROP. CURB PROP. S/W 60' 80' SCALE 1 "=20' © Copyright 2022 MSA Consulting, Inc. All Ri • hts Reserved R MSA CONSULTING, INC Civil Engineering • Land Surveying • Landscape Architecture Planning • Environmental Services • Dry Utility Coordination • GIS 34200 Bob Hope Drive Rancho Mirage, CA 922701760.320.98111 MSAConsultinginc.com PREPARED UNDER THE DIRECT SUPERVISION OF: MA CO 08/02/2022 EDON, R.C.E. NO. 75478 DATE PROP. C&G EX. 8" PVC SEWER MAIN CVWD EASEMENT W PROP. 3" PVC WATER LINE 0' 5' PROP. C&G CVWD EASEMENT DETAIL B 10' 15' EX. 8" CVWD BACKFLOW DEVICE IN VAULT I.VYYU CHJ GIVIGIVI PROP. S/W PROP. C&G 20' SCALE 1 "=5' THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE REVISIONS "CLOUDED" AND LABELED WITH REVISION TRIANGLES. R.C.E. C75478 CASE # - APPROVAL: RIVERSIDE COUNTY FIRE DEPARTMENT LA QUINTA OFFICE OF THE FIRE MARSHAL DATE THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR -SUBJECT TO COMPLIANCE WITH APPLICABLE CODES T. CELEDON EXP 6-30-24 INSTALLING CONTRACTOR ACCEPTANCE BUSINESS NAME: ADDRESS: RESPONSIBLE MANAGING OFFICER: SIGNATURE: DATE: LIC #: EXP DATE: SEAL IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN PLAN VIEW PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEET 3 OF 8 SHEETS R:\2502\ACAD\Improvement Plansorivate Fire-endry Residences\2502 Private Fire 03.dwg, 7/28/2022 10:55:34 AM, mpompa, MSA Consulting, Inc. 10+24.13 CVWD EASEMENT EX. 12" DI WATER MAIN 010+04.00 (N&S)= 10+00.00 (E) / 11 10+00.00 CURVE DATA NO. DELTA RADIUS LENGTH TANGENT Cl 3'44'31" 500.00' 32.66' 16.33' C2 8'16'23" 500.00' 72.19' 36.16' LINE DATA NO. LENGTH BEARING L1 4.00' N 19' 49' 21.12"E L2 3.75' N 19' 49' 21.12"E L3 2.00' N70' 10' 38.88"W L4 4.00' N70' 10' 38.88"W L5 14.92' N70' 10' 38.88"W L6 27.39' S64' 49' 21.12"W L7 55.81' S19' 49' 21.12"W L8 26.96' S64' 49' 16.33"W L9 23.34' N70' 10' 38.88"W L10 2.00' 570' 10' 38.88"E L11 4.00' S70' 10' 38.88"E L12 21.84' S70' 10' 38.88"E L13 13.08' S25' 10' 38.88"E L14 49.54' S19' 49' 21.12"W L15 2.00' 570' 10' 38.88"E L16 4.00' S70' 10' 38.88"E CONSTRUCTION NOTES 0 0 10 11 12 DETAIL C SCALE 1"=5' LINE DATA NO. LENGTH BEARING L17 21.27' S70' 10' 38.88"E L18 23.55' N56' 22' 11.80"E L19 17.86' N 1 1' 22' 1 1.80"E L20 20.44' N33' 37' 48.20"W L21 7.72' N78' 37' 48.20"W L22 4.29' N70' 10' 38.88"W L23 8.00' S19' 49' 21.12"W L24 18.28' S25' 10' 38.88"E L25 4.00' S47° 40' 38.88"E L26 4.00' S2' 40' 38.88"E L27 21.27' S70' 10' 38.88"E L28 21.84' S70' 10' 38.88"E L29 27.39' S64' 49' 21.12"W L30 4.00' S2' 40' 38.88"E L31 18.59' 52' 40' 38.88"E L32 14.44' S19' 49' 21.12"W FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) DELETED DELETED FURNISH FURNISH FURNISH FURNISH FURNISH AND INSTALL AND INSTALL AND INSTALL AND INSTALL AND INSTALL 10+09.75® 10+02.00® 10+02.00® EX. 8" CVWD BACKFLOW DEVICE IN VAULT CVWD EASEMENT PROP. S/W PROP. CURB 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDING SPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F" CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 DIG ALERT DigSafely DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK BM #430 ELEVATION 5.467' (NAVD88) PROJECT ELEVATION AT BM *430 3.903' LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) PROJECT ELEVATION AT BM #430 = ELEV. 3.903' TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. BASIS OF BEARINGS EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: N 0212'49" W SD BOP 19.99 FIRE TOP 18.74 BLDG 5 FF 22.77 FIRE RISER 11+62.17 SD BOP 20.12 FIRE TOP 18.56 SD BOP 18.41 FIRE TOP 17.42 ,--IsROP. 3" PVC WATER LINE )7/28/22 / SD BOP 21.01 FIRE TOP 19.13 11+11.87 \-a PROP. ALT PAVING MR PROP. 3" PVC WATER LINE FIRE RISER 10+75.60 EC CLUBHOUSE FF 22.97 REVISIONS A REVISED SURFACE FEATURES & STORM DRAIN 0+56.06 SD BOP 20.10 FIRE TOP 18.89 1 1 +23.1 1 EC PROP. 3" PVC EE HEET 5 r SEE DETAIL 10+27.27 10+27.84 10+40.92 WR TOP 14.13 90.45 C WATER LINE FIRE RISER SEE DETAIL D PROP. 6" PV\ SEWER LINE PROP. S/W APPR. DATE SCALE 1"=20' DESIGNED BY MP DRAWN BY CC CHECKED BY MTC BLDG 6 FF 22.57 © Copyright 2022 MSA Consulting, Inc. All Ri • hts Reserved PROP. 6" PVC SEWER LINE BLDG 4 FF 22.17 FIRE RISER 1 1 +69.04 SD BOP 19.30 FIRE TOP 17.60 1 1 +61.32 SD BOP 17.T-71 FIRE TOP 16.71 ia 0 1 1 +40.88 hw ' 0 3 PVC 1 1 +23.02 PROP. 3" ATER SERVICE PROP.-8- WTR BOP 18.5 FIRE TOP 17.52 L WATER MAN PROP. 6" PVC SEWER LINE ONIOSVH3 A3 MSA CONSULTING, INC Civil Engineering • Land Surveying • Landscape Architecture Planning • Environmental Services • Dry Utility Coordination • GIS +99.46 FC 34200 Bob Hope Drive Rancho Mirage, CA 92270 1760.320.98111 MSAConsultinginc.com PREPARED UNDER THE DIRECT SUPERVISION OF: 08/02/2022 EDON, R.C.E. NO. 75478 DATE PROP. 6" PVC SEWER LINE ©10+04.29 WTR BOP 19.39 FIRE TOP 18.53 10+12.29 PROP. 3" PVC WATER SERVICE PROP. S/W THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE REVISIONS "CLOUDED" AND LABELED WITH REVISION TRIANGLES. R.C.E. C75478 CASE # - APPROVAL: RIVERSIDE COUNTY FIRE DEPARTMENT LA QUINTA OFFICE OF THE FIRE MARSHAL THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR -SUBJECT TO COMPLIANCE WITH APPLICABLE CODES T. CELEDN EXP 6-30-24 10+30.57 10+34.57 PROP. S/W DETAIL D SCALE 1"=5' 10+00.00 EX. 8" CVWD BACKFLOW DEICE IN VAULT 10+38. 7 EX. 12" I WATER AII\ INSTALLING CONTRACTOR ACCEPTANCE BUSINESS NAME: ADDRESS: RESPONSIBLE MANAGING OFFICER: SIGNATURE: DATE: EXP DATE: IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN PLAN VIEW PORTIONS OF THE SW 1 /4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEET 4 OF 8 SHEETS LINE DATA NO. LENGTH BEARING L1 2.00' S22' 23' 05.58"W L2 2.00' S22' 23' 05.58"W L3 4.00' S22' 23' 05.58"W L4 4.00' S22' 23' 05.58"W L5 3.59' S67' 23' 05.58"W L6 96.65' 589' 53' 05.58"W L7 23.72' S41' 05' 05.01"W L8 4.00' N67' 36' 54.42"W L9 2.00' S22' 23' 05.58"W L10 4.00' S22' 23' 05.58"W L11 4.00' 522' 23' 05.58"W L12 2.37' S67' 23' 05.58"W L13 106.22' 589' 53' 05.58"W L14 32.90' N48' 54' 54.99"W L15 20.55' S89' 53' 05.58"W L16 11.08' N48' 54' 54.99"W L17 25.79' S89' 53' 05.58"W L18 4.00' S67° 36' 54.42"E L19 2.00' S22' 36' 54.42"E L20 4.00' S22' 36' 54.42"E L21 10.46' S22' 36' 54.42"E L22 15.72' S 1 1 ° 47' 27.03"W CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 8'59'19" 200.00' 31.38' 15.72' CONSTRUCTION NOTES FURNISH AND INSTALL 8" C-900, CLASS 200 PVC (42" TYPICAL COVER UNLESS NOTED ON PLAN) DELETED DELETED FURNISH FURNISH FURNISH FURNISH FURNISH AND AND AND AND AND BLDG 1 FF 24.27 PROP. S/W FIRE RISER 12+12.90 PROP. 6" PVC SEWER LINE SD BOP 21.43 FIRE TOP 20.43 SD BOP 21.89 FIRE TOP 20.43 n11+87.11 FIRE BOP 21.39 WTR TOP 20.39 PROP. 3" PVC WATER LINE INSTALL 8" X 22 1/7 DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 INSTALL 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 INSTALL 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDING SPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F" CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 DIG ALERT DigSafely DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK BM #430 ELEVATION 5.467' (NAVD88) PROJECT ELEVATION AT BM *430 3.903' LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) PROJECT ELEVATION AT BM #430 = ELEV. 3.903' TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. CVWD EASEMENT (*ram NO/ i w PARKING/ EVCHARGING EVCHARGING TR BOP 21.6 FIRE TOP 20.68 /ram 1 1 +22.59 FIRE BOP 20.58 SWR TOP 19.57 SD BOP 21.96 FIRE TOP 21.05 11+35.96 FIRE RISER BASIS OF BEARINGS EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: N 0212'49" W BLDG 2 FF 25.07 FIRE BOP 20.14 SWR TOP_ 18.36 'JNINtiVd FIRE e0 SWR TO 18.21 FIRE Bs20 55 SWR *P\18.34 11+00 11+00 0 11+12.24® /PAVING AMMR PROP. 6" PVC SEWER LINE MATCHLINE SEE SHEET 4 DATE D7/28/22 REVISIONS / ' \ REVISED SURFACE FEATURES & STORM DRAIN APPR. DATE GARAGE 1 'Jream A3 'Jream A3 - EX. 12" DI WATER MAIN PROP. ALT _L- DESIGNED BY MP DRAWN BY CC CHECKED BY MTC LL. L_L_L L_L_L L_L-I, PROP. 3" PVC WATER LINE n 10+51.83 PROP. 2" PVC WATER LINE CVWD EASEMENT SD BOP 20.89 FIRE TOP 19.88 10+67.55 FIRE RISER BLDG 3 FF 24.07 SCALE 1 "=20' PROP. 6" PVC SEWER LINE PROP. S/W PROP. CURB © Copyright 2022 MSA Consulting, Inc. All Ri • hts Reserved MSA CONSULTING, INC. Civil Engineering • Land Surveying • Landscape Architecture Planning • Environmental Services • Dry Utility Coordination • GIS 34200 Bob Hope Drive Rancho Mirage, CA 922701760.320.98111 MSAConsultinginc.com PREPARED UNDER THE DIRECT SUPERVISION OF: 08/02/2022 EDON, R.C.E. NO. 75478 DATE PROP. C&G EX. 8" PVC SEWER MAIN PROP. CURB EX. HYDRANT CVWD EASEMENT 10+04.00 10+06.00 + 14.00 @10+16.37 10+00.00 10+04.00 10+12.00® 10+15.59® PROP. 3" PVC WATER LINE DETAIL E SCALE 1 "=5' THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE REVISIONS "CLOUDED" AND LABELED WITH REVISION TRIANGLES. R.C.E. C75478 CASE # - APPROVAL: RIVERSIDE COUNTY FIRE DEPARTMENT LA QUINTA OFFICE OF THE FIRE MARSHAL DATE THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR -SUBJECT TO COMPLIANCE WITH APPLICABLE CODES T. CELEDeN EXP 6-30-24 EX. 12" DI WATER MAIN EX. 8" CVWD BACKFLOW DEVICE IN VAULT 10+02.00 (N&S) = 10+00.00 (W&E) EMENT PROP. S/W 10+20.46® WTR BOP 20.57 FIRE TOP 19.86 INSTALLING CONTRACTOR ACCEPTANCE BUSINESS NAME: ADDRESS: RESPONSIBLE MANAGING OFFICER: SIGNATURE: DATE: LIC #: EXP DATE: (SEAL) IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN PLAN VIEW PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEET 5 OF 8 SHEETS R:\2502\ACAD\Improvement Plansorivate Fire-endry Residences\2502 Private Fire 05.dwg, 7/28/2022 10:59:19 AM, mpompa, MSA Consulting, Inc. DIG ALERT DigSafely DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK BM #430 ELEVATION 5.467' (NAVD88) PROJECT ELEVATION AT BM *430 3.903' LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) PROJECT ELEVATION AT BM #430 = ELEV. 3.903' TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. BASIS OF BEARINGS EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: N 0212'49" W SCALE 1 "=30' CONSTRUCTION NOTES 0 0 0 0 0 0 0 0 0 10 11 FURNISH AND (42" TYPICAL DELETED DELETED FURNISH AND INSTALL FURNISH AND INSTALL FURNISH AND INSTALL FURNISH AND INSTALL FURNISH AND INSTALL INSTALL 8" C-900, CLASS 200 PVC PIPE COVER UNLESS NOTED ON PLAN) 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER PER DETAIL ON SHEET 3 DETAIL ON SHEET 3 DETAIL ON SHEET 3 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDING SPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F" CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 DATE )7/28/22 REVISIONS A REVISED SURFACE FEATURES APPR. DATE DESIGNED BY MP DRAWN BY CC CHECKED BY MTC © Copyright 2022 MSA Consulting, Inc. All Ri • hts Reserved MSA CONSULTING, INC Civil Engineering • Land Surveying • Landscape Architecture Planning • Environmental Services • Dry Utility Coordination • GIS 34200 Bob Hope Drive Rancho Mirage, CA 922701760.320.98111 MSAConsultinginc.com PREPARED UNDER THE DIRECT SUPERVISION OF: 08/02/2022 EDO , R.C.E. NO. 75478 DATE LEGEND ONO PARKING - FIRE LANE - CVC 22500.1 CONTRACTOR TO PAINT CURB WITH OSHA SAFETY RED SEMI GLOSS. CONTRACTOR TO PAINT "NO PARKING FIRE LANE CVC 22500.1" AT 30' INTERVALS. ALL LETTERS AND NUMBERS SHALL BE A MINIMUM OF 3" ON TOP OF CURB OR INSTALL 12" X 18" NO PARKING/FIRE LANE SIGN AT 30—FOOT INTERVALS, PER DETAILS ON THIS SHEET AND RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS IVO PARKING - FIRE LANE - CVC 22500.1 CONTRACTOR TO PAINT "NO PARKING FIRE LANE CVC 22500.1" AT 30' INTERVALS WITH OSHA SAFETY RED SEMI GLOSS. DO NOT PAINT CURB, STENCIL ONLY. ALL LETTERS AND NUMBERS SHALL BE A MINIMUM OF 3" ON TOP OF CURB OR INSTALL 12" X 18" NO PARKING/FIRE LANE SIGN AT 30—FOOT INTERVALS, PER DETAILS ON THIS SHEET AND RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS NO PARKING FIRE LANE CVC 22500.1 , NO PARKING/FIRE LANE SIGN, 12"X18" SEE NO PARKING POST DETAIL FOR POST AND FOOTING INFORMATION SPACING: EVERY 30—FEET PROPOSED 8" FIRE MAIN PROPOSED 8" FIRE SERVICE MAIN PROPOSED HYDRANTS PROPOSED FDC PROPOSED PIV PROPOSED FIRE HYDRANT BLUE REFLECTIVE MARKER INSTALL 14.5' FROM CURB FACE, PERPENDICULAR TO HYDRANT EMERGENCY FIRE ACCESS LANE ATTACH/FASTEN "NO PARKING/FIRE LANE" SIGN WITH VANDAL PROOF HARDWARE. "NO PARKING/FIRE LANE" "CVC 22500.1" SIGN, REFLECTORIZED 12"X18" WITH 3" RED LETTERING SIMILAR TO CA—MUTCD R26F NOTE: PLACE SIGN 2' MIN. FROM CURB OR 5' MIN. FROM EDGE OF PAVEMENT WHERE CURB DOES NOT OCCUR, AT 30—FOOT INTERVALS. 2"X2" SQUARE QWIK PUNCH POST VANDAL PROOF HARDWARE SLEEVE ALL SIGN POSTS TO BE INSTALLED IN 560—C-3250 CONCRETE NO PARKING POST DETAIL THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE REVISIONS "CLOUDED" AND LABELED WITH REVISION TRIANGLES. �R• R.C.E. C75478 T. CELED•N EXP 6-30-24 1 CASE # — APPROVAL: RIVERSIDE COUNTY FIRE DEPARTMENT LA QUINTA OFFICE OF THE FIRE MARSHAL DATE THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR —SUBJECT TO COMPLIANCE WITH APPLICABLE CODES INSTALLING CONTRACTOR ACCEPTANCE BUSINESS NAME: ADDRESS: RESPONSIBLE MANAGING OFFICER: SIGNATURE: DATE: LIC #: EXP DATE: (SEAL) IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN SIGNAGE AND STRIPING PLAN PORTIONS OF THE SW 1 /4 OF SEC. 5, AND NW, NE, AND SE 1 /4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEET 6 OF 8 SHEETS R:\2502\ACAD\Improvement Plansorivate Fire-endry Residences\2502 Private Fire 06.dwg, 7/28/2022 11:00:16 AM, mpompa, MSA Consulting, Inc. DIG ALERT DigSafely DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BLDG 1 BENCHMARK BM #430 BLDG 2 BLDG 5 CLUBHOUSE PROJECT ELEVATION ELEVATION 5.467' (NAVD88) AT BM *430 3.903' LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) PROJECT ELEVATION AT BM #430 = ELEV. 3.903' TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. GARAGE 1 °WWI> ONicunn LL LL . L_ L_ LL L_ LL i L_ L_L_LL_L_L_ LL LL BLDG 6 BASIS OF BEARINGS EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: N 0212'49" W BLDG 3 BLDG 4 )7/28/22 REVISIONS n REVISED SURFACE FEATURES GARAGE 2 GARAGE 3 BLDG 7 APPR. DATE DESIGNED BY MP DRAWN BY CC CHECKED BY MTC GARAGE 6 GARAGE 5 SCALE 1 "=30' © Copyright 2022 MSA Consulting, Inc. All Ri • hts Reserved CONSTRUCTION NOTES 10 11 12 FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) DELETED DELETED FURNISH FURNISH FURNISH FURNISH FURNISH AND INSTALL AND INSTALL AND INSTALL AND INSTALL AND INSTALL 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 CONTRACTOR TO CONNECT 8" PVC C-900 PIPE TO BUILDING SPRINKLER SYSTEM, IF BUILDING SPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F" CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 MSA CONSULTING, 'NIL Civil Engineering • Land Surveying • Landscape Architecture Planning • Environmental Services • Dry Utility Coordination • GIS 34200 Bob Hope Drive Rancho Mirage, CA 922701760.320.98111 MSAConsultinginc.com PREPARED UNDER THE DIRECT SUPERVISION OF: 08/02/2022 EDON, R.C.E. NO. 75478 DATE CASE # — APPROVAL: RIVERSIDE COUNTY FIRE DEPARTMENT LA QUINTA OFFICE OF THE FIRE MARSHAL THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR —SUBJECT TO COMPLIANCE WITH APPLICABLE CODES LEGEND ONO PARKING - FIRE LANE - CVC 22500.11 CONTRACTOR TO PAINT CURB WITH OSHA SAFETY RED SEMI GLOSS. CONTRACTOR TO PAINT "NO PARKING FIRE LANE CVC 22500.1" AT 30' INTERVALS. ALL LETTERS AND NUMBERS SHALL BE A MINIMUM OF 3" ON TOP OF CURB OR INSTALL 12" X 18" NO PARKING/FIRE LANE SIGN AT 30—FOOT INTERVALS, PER DETAILS ON THIS SHEET AND RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS NO PARKING - FIRE LANE - CVC 22500.1 3" CONTRACTOR TO PAINT "NO PARKING FIRE LANE CVC 22500.1" AT ' 30' INTERVALS WITH OSHA SAFETY RED SEMI GLOSS. DO NOT PAINT CURB, STENCIL ONLY. ALL LETTERS AND NUMBERS SHALL BE A MINIMUM OF 3" ON TOP OF CURB OR INSTALL 12" X 18" NO PARKING/FIRE LANE SIGN AT 30—FOOT INTERVALS, PER DETAILS ON THIS SHEET AND RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS NO PARKING FIRE LANE CVC 22500.1 , NO PARKING/FIRE LANE SIGN, 12"X18" SEE NO PARKING POST DETAIL FOR POST AND FOOTING INFORMATION SPACING: EVERY 30—FEET PROPOSED 8" FIRE MAIN FS PROPOSED 8" FIRE SERVICE MAIN o� PROPOSED HYDRANTS PROPOSED FDC PROPOSED PIV PROPOSED FIRE HYDRANT BLUE REFLECTIVE MARKER INSTALL 14.5' FROM CURB FACE, PERPENDICULAR TO HYDRANT EMERGENCY FIRE ACCESS LANE ATTACH/FASTEN "NO PARKING/FIRE LANE" SIGN WITH VANDAL PROOF HARDWARE. "NO PARKING/FIRE LANE" "CVC 22500.1" SIGN, REFLECTORIZED 1 2"X1 8" WITH 3" RED LETTERING SIMILAR TO CA—MUTCD R26F NOTE: PLACE SIGN 2' MIN. FROM CURB OR 5' MIN. FROM EDGE OF PAVEMENT WHERE CURB DOES NOT OCCUR, AT 30—FOOT INTERVALS. 2"X2" SQUARE QWIK PUNCH POST VANDAL PROOF HARDWARE SLEEVE ALL SIGN POSTS TO BE INSTALLED IN 560—C-3250 CONCRETE NO PARKING POST DETAIL THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE REVISIONS "CLOUDED" AND LABELED WITH REVISION TRIANGLES. / \ R.C.E. C75478 T. CELEDON EXP 6-30-24 INSTALLING CONTRACTOR ACCEPTANCE BUSINESS NAME: ADDRESS: RESPONSIBLE MANAGING OFFICER: SIGNATURE: DATE: EXP DATE: IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN SIGNAGE AND STRIPING PLAN PORTIONS OF THE SW 1 /4 OF SEC. 5, AND NW, NE, AND SE 1 /4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEET 7 OF 8 SHEETS 2 AM, mpompa, MSA Consulting, Inc. 0 0 92 I) 0 0_ N 0 u) i) U c 1) D c N 1) 0 • ` c 0 :\2502\ACAD\Improvemen DIG ALERT DigSafely DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCHMARK BM #430 ELEVATION 5.467' (NAVD88) PROJECT ELEVATION AT BM *430 3.903' LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) PROJECT ELEVATION AT BM #430 = ELEV. 3.903' TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. 24-20 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIRAPPURTENANCES Contractor's Material and Test Certificate for Underground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name Date Property address Plans Accepted by approving authorities (names) Address Installation conforms to accepted plans ❑ Yes ❑ No Equipment used is approved ❑ Yes D No If no, state deviations Instructions Has person in charge of fire equipment been instructed as to location of ❑ Yes ❑ No control valves and care and maintenance of this new equipment? If no, explain Have copies of appropriate instructions and care and maintenance ❑ Yes D No charts been left on premises? If no, explain Location Supplies buildings Underground pipes and joints Pipe types and class Type joint Pipe conforms to standard ❑ Yes ❑ No ❑ Yes ❑ No Fittings conform to standard If no, explain Joints needing anchorage clamped, strapped, or blocked in accordance with standard ❑ Yes ❑ No If no, explain Test description Flushing: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as in 10.10.2.1.3. working pressure shall be hydrostatically tested at 200 psi whichever is greater, and shall maintain that pressure ±5 psi the system to maintain the test pressures required by 10.10.2.2.1, of the following equation (for metric equation, see 10.10.2.2.6): water), in gallons per hour (Ipm) feet (m) pipe, in inches (mm) during the hydrostatic test, in pounds per square inch (gauge) (bar) hydrants and blow -offs. Flush at one of the flow rates as specified Hydrostatic: All piping and attached appurtenances subjected to system (13.8 bar) or 50 psi (3.4 bar) in excess of the system working pressure, (0.34 bar) for 2 hours. Hydrostatic Testing Allowance: Where additional water is added to the amount of water shall be measured and shall not exceed the limits SDI L = testing allowance (makeup L S = length of pipe tested, in - 148,000 D = nominal diameter of the P = average test pressure Flushing tests © 2012 National Fire New underground piping flushed according to standard by (company) ❑ Yes D No If no, explain How flushing flow was obtained ❑ Public water ❑ Tank or reservoir ❑ Fire pump Through what type opening ❑ Hydrant butt ❑ Open pipe Lead-ins flushed according to standard by (company) ❑ Yes ❑ No If no, explain How flushing flow was obtained ❑ Public water ❑ Tank or reservoir ❑ Fire pump Protection Association Through what type opening ❑ Y connection to flange ❑ Open pipe and spigot NFPA 24 (p. 1 of 2) FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for Underground Piping. 2016 Edition BASIS OF BEARINGS EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN AS: N 0212'49" W DATE REVISIONS APPR. DATE D7/28/22 / ' \ NO REVISIONS DESIGNED BY MP DRAWN BY CC CHECKED BY MTC UNDERGROUND REQUIREMENTS 24-21 Hydrostatic test All new underground piping hydrostatically tested at psi (bar) for hours Joints covered ❑ Yes ❑ No Leakage test Total amount of leakage measured gallons (liters) hours Allowable leakage gallons (liters) hours Forward flow test of backflow preventer Foward flow test performed in accordance with 10.10.2.5.2: ❑ Yes ❑ No Hydrants Number installed Type and make All operate satisfactorily ❑ Yes D No Control valves Water control valves left wide open If no, state reason Hose threads of fire department connections and hydrants interchangeable with those of fire department answering alarm ❑ Yes ❑ Yes ❑ No ❑ No Remarks Date left in service Signatures Name of Installing contractor Tests witnessed by For property owner (signed) Title Date For installing contractor (signed) Title Date Additional explanation and notes © 2012 National Fire Protection Association NFPA 24 (p. 2 of 2) FIGURE 10.10.1 Continued © Copyright 2022 MSA Consulting, Inc. All Ri • hts Reserved MSA CONSULTING, INC Civil Engineering • Land Surveying • Landscape Architecture Planning • Environmental Services • Dry Utility Coordination • GIS 34200 Bob Hope Drive Rancho Mirage, CA 92270 1760.320.9811MSAConsultinginc.com PREPARED UNDER THE DIRECT SUPERVISION OF: 1i 08/02/2022 EDON, R.C.E. NO. 75478 DATE 2016 Edition THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE REVISIONS "CLOUDED" AND LABELED WITH REVISION TRIANGLES. T. R.C.E. C75478 CASE # — APPROVAL: RIVERSIDE COUNTY FIRE DEPARTMENT LA QUINTA OFFICE OF THE FIRE MARSHAL DATE THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR —SUBJECT TO COMPLIANCE WITH APPLICABLE CODES INSTALLING CONTRACTOR ACCEPTANCE BUSINESS NAME: ADDRESS: RESPONSIBLE MANAGING OFFICER: SIGNATURE: DATE: LIC #: EXP DATE: (SEAL) IN THE CITY OF LA QUINTA, CALIFORNIA SILVERROCK RESORT - LQ RESORT CONDOMINIUMS TRACT MAP NO. 37930 PRIVATE FIRE SERVICE PLAN UNDERGROUND REQUIREMENTS PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE 1/4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEET 8 OF 8 SHEETS CL :\2502\ACAD\Improvemen