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FNCUW2022-0002 Silverrock Pendry ResidencesDescription: PENDRY - CONDOMINIUMS - PRIVATE FIRE MAIN Type: FIRE NEW COMMERCIAL Subtype: Status: REVISIONS REQUESTED Applied: 8/2/2022 ECON UNDERGROUND WATER (WEB) Approved: 9/14/2022 KHET Parcel No: 777490046 Site Address: TBD, Subdivision: Block: Lot: Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $220,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: REVISED THE SURFACE FEATURES AND STORM DRAIN ADDITIONAL CHRONOLOGY • NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT Kevin Heinichen 3551 Fortuna Ranch Road Encinitas CA 92024 (760)634-6543 kevin@the robe rtgreen 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 Printed: Friday, March 03, 2023 3:51:58 PM 1 of 3 WSYSiEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY FIRE NEW COMMERCIAL - 101-0000-42421 0 $500.00 $0.00 UNDERGROUND WATER FIRE NEW COMMERCIAL - 101-0000-42420 0 $417.00 $0.00 UNDERGROUND WATER PC Total Paid for FIRE FEES: $917.00 $0.00 RECORDS 101-0000-42416 0 $11.00 $0.00 MANAGEMENT FEE Total Paid for RECORDS MANAGEMENT FEE: $11.00 $0.00 TECHNOLOGY 502-0000-43611 0 $5.00 $0.00 ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00 TOTALS:00 $0.00 INSPECTIONS REVIEWS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DATE 1ST PERMIT TECH (1 AARON 8/2/2022 8/3/2022 8/3/2022 COMPLETE DAY) HICKSON ADDED PARCEL RECORD PER FIRE KOHL 8/2/2022 8/16/2022 9/14/2022 REVISIONS REQUIRED SEE ATTACHMENTS 1ST FIRE (2 WK) HETRICK Printed: Friday, March 03, 2023 3:51:58 PM 2 of 3 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/2/2022 Etrakit Contractor 1ST SUBMITTAL PLANS 2502 Private Fire SET1 2022-08-02.pdf 2502 LQRC REVISED PVT DOC 8/2/2022 Etrakit Contractor 1ST SUBMITTAL FIRE APPLICATION 2022- 1 APPLICATION 07-28.pdf FNCUW2022-0012 - 1ST FNCUW2022-0012 - 1ST DOC 9/14/2022 KOHL HETRICK REVIEW - FIRE PLAN REVIEW - FIRE PLAN 1 COMMENTS.pdf COMMENTS.pdf Printed: Friday, March 03, 2023 3:51:58 PM 3 of 3 WsYsrEMS € W END UE IN IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RIVERSIDE COUNTY FIRE DEPARTMENT PRIVATE FIRE MAIN NOTES NN yEEIIREF ° SlL VEROCK RESORT E E AID HYrcRANTTYRLPE NDueEAOFIIPHYORAmE ZT ANDEP InMDFM�RNEERGGY'D.A'EEPRDMaEDAI IID`THE AV SITE 53 '' De sre. THIS ware" wPPLr swLL aE APPRovED e, TN E o § LEOEID LO RESORT CONDOMINIUMS pETMExxEM�S rxEGZrvwFINEDp,ANDN . y VICINITY MAP—— e. N WATER now TEsr NLTwroReanwFRFaoDeUID INLANACFrI c or IW rxeen MwsE PxvAa — TRACT MAP NO. 37930 E GlAC HI E0EGI LPTFE ERaR Tw DREDTRaY03PK=µ TMa° EµaPEoEoo °PI DNE W PRIVATE F/RE SERVICE PLAN UNDER "owwAr wxFACEs I— -AA v A MINI.U. cOx OF 3x_INGFEI MEANEU HApn TML TOP M T. LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION B, TOWNSHIP 6 SOUTH, , _ RE uxORECROuxO ununm. mR nIMRR ..LuEF vuME RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN - wunrm CFE wrrs @xa axz u'xzx').D K PREPARED FORS RANrA(e srwiL eE swzPx ) rueL "eoE i"m. a vxnae xxe xmxu�rs sxeu TON ee 0 PIPPROPSILVEROCK DEVELOPMENT COMPANY wNDL E s� rv0T aE LOCATED wmlry w-FEET, DR THE HLDH vE INO ELCw-OFF AssEMELr 79-179 AHMANSON LANE 1PROP REDNI, a 1MVNAET._1:RR FIOR ORD ® CRAIx MANHOLR LA QUINTA, CA 92253 xo MORE THIAL AN FIFE FIE1 APPURTENA . Al *A' AFFEam EY SHUT-OOvm or ANY SIncLE PORTICx or I FIRE ---- (760) 634-6643 , - — D OR wHER NO cUND Is PNOMam INAL EE PROTECTED ar CLAND PCsrs GET IN P.NGNETE X X I cm/Eo W BOUNDARY UM D ANo conoRE,E FILLED. ABBREVIATIONS : s iioriilss IF T°Hµ i�"rc�r oav ix co LERc'a m FIN orr,or rr_s rx.x . ,s-wcH ownrlm " -- �„ \ /''(�� : iaAT"e - .cosy IID—OR YA-C AND IRE DEPARrrAENT wxxm�lorvs. I I'll D OU IRON PL PROPERTY LINE I ESE cDEVE `IGE_rP Rwrr wx R Iry A R PR R AN APIR TH \\ UEs .FIE E m E E DEsc ED aY msTERm oassoxa Exc rvEE D oMED e+ E E'R END EMEnT ',..�', , ' srAIR V"U` ME Rol Y T \\ALL\\ 1 s CF A Oo "m freTl R 5.1 SIR STRYUE ETO TN Fcnrv�` wit ITIT xN(s)E`rEAn IN A- so�olEielcrWir FLY "D y E E"'rANI EA aDTCxEM FIRE D� \W CON �� SHE �z A 1 Tu R "z N of CURB ADD CUTTER MME Z PIPE ' 0 DA Oxs PER MIx REDDIRw AT A MIxIMDM.. D� MErvT CDxxI D WET't _ n w E w R. wATEE xc DR. RDr xD RR H.D. TO:11 DDmDx UIC Rn n M ARXMD,EDTS. F I DREIRx. P R F. xD CONSTRUCTION NOTES QUANTITY ESTIMATE i 1 \ \ \ (FOR PERMn PURPo ouLr) r \ zTOO AN. encxnu NSPEIII RmUIRED PRIOR TO EAcxxumc. aRxlsx AND IEs R ` _ 8 DELETED M 11EEss NWm Cx P°°x) I, \ \ _ D N THE AaDxrvr. PETED\ \\FINAL�a w z I'll. ND wy rtaOn a v rv�'IE"I"F i o1iv�IwirsONo ARG THE Pori �xRED AND "ODES Ix III. Ixce E SERYCe TTAGS. ns o TURNDo wi , \ \\ © FUExlia AND wsreu E x EO OI eEw wy THIRZ DIOREowTT, PER Onuo oxLsxEErHE�S a PRIVATE�WATER RIMPROV"EMENTROPLANS� coxsTRUcn �i ro R wiTxRusr eFOCK OR RFsmuxm aowrs Pm C- Ox sxRRT R / i / J, i \ \ \� - cx (GREEN Dooq `TEST minox, wNFACT s wo RUsANT s 1R u / \t\ zTHAN _ _ caICHSwcrORPTocoxx n I' Pvc `xseo PIPE To RUEo nOwsminKp R srsTRtiaRiF RUINianc �HeEr r \� \ \OR I Puns. u MAxuPAcruRm er IM FALrE, PAcIIc-rhn Do FEI OF AN I ns cLr10NDGDA RccToxi E a RDXT s u \ \ < _PII PC TYDRARTY GHA RE _G AND A n1vRNFNOVm C IIIINI AIR cVwo sr.Nnwo. FIRE E \ \PpeENGNE RR IANDEN . NND- AE MANDP 11. Rr ANTRI AN ARK, CLIA. EQUAL NOTE RTO OCONTRACTORRQUANTITYDESTIMATE �1""� \ '' CONSULTING FIED NO �?' E. VALVE SHALL HAVE NPr T1.HRuos ory --IN= sT_ A sZ I'll axoucHT�iC suECEAOE LL` OR rUAL CwNTmm AT THE TIME or GO —RUCTION. PONs'EEE ROR ArvY DE1+AIoxs eEmeEry EsrlMoreD DUArvTTIm AND ./ T T,AND IrvCHEs. STREET Gx EE BROVGHr To su6cRADE ANG 11 ITI UTILITIES E' WATER AND 1EAER wwrvs Ar PERPENDICULAR CNCIIII INALL aE , -moT FR i MNIMUM x,LRL. I DEPARADID FROM PRI-E WATER rC PRWATE SEWER MAINS SHALL eE Er HE , FOOT FROM OUTSIDE WALL TO • _.I CUrsmE III M C VERTICAL sPPE PER FOR wa CM IRRiOAnON CacnI_ vuLEY WATER Olsmlcr (rso) �Ee-zEE, .r-- THERDE wuL ro 1.1 T GATE OF PIPE PER U.P.C. WATER c 'I vuuv WATER DISTRICT °' DDEIMTHE cEErWr DoiEs we w AIUSS°A"a"PgwmEPRTTHPE05MITTE. NEIU- I1.1 . TLENNEricINEERw:`'�°`mlo ... TNNRE PssEus ua MCErEur'Ive T (�soj .'Tee zssi mlDo °oeoi e - Et 2 a �iOaFn�0U1 0 PR EmoIHO AND —All srwL ER NIFFTIIm E A RRa REED a Rnan R PEIOR ro P RMRnT .v. (enoj ens-.EEI rJH KOM1I HEVIck`;,�,,,,m„�a ` wnCE win cvwp nANOARD DRAwwC NC. w-r Ta MOpm' VALVE CORER II s onLY READ ^xArzR DE THE ELETPIT x .x9t II ER AE IMUE IED U,A UNIA= ALI 5 t05t O, p sxulN�x. P DF rESEPxCHE fRONnFN COMM I G. , B, a. ou�umv smuun n A.C. OR cOrvCREIE. NOTE TO CONTRACTOR EXISTING UTILITIES ❑ia nece wDID y TOT we ayatem aeai,mermproMae w„„„„ t u oeTNx ALL NECEss�Y —CAR. AND xVTev ,HEHTE LOCATIONS OF UNDERGROUND UP L7 EP SNGWN ON THE PLANS WERE D ANED PRO. A REOGI OP AAALRELE RECORD Purvs Ix rcrNL wOH THE ExcINEER PRIOR To sr IT MC Hyaraali< modeling for rCgYUGd flows bests wFNCUW2022-0012 , ...I- demands ofthe FIT. SITE]., "5HOWNGULF THE UUNIMCIDR RHALL —ERMINE THE EYACT LGGATUNs CR Au systems a .D HCURs IN AwANCE OF THE amirvulrvc IF cONSIxUcnon OE RE INw� AND RE, ULL AND AND ALL GANANES. .111 RESULT TIM III FAILURE TOV �R�( •R<aDu�ea inar�bnG eono-acmr wDnla lamr r _ - LUC`7 AND LL THE GO DIDoalyncedmrcaabmirrheto-beapproveaplana REsrxurvr sHUL M MEcr. we e<Ee.0 IRox w0RI6, sENEs IEoO eeu RESTRAIxr xARxes A LL RARE REQUIRED DEIGN IMAN.. AND THE'S G11TRAGTQ1RoE`1S`1" I'"OLED ZLL MR1. INCLUDING REPAIRS INDEX MAP wmmdr meam minn sea amm<erowa abn= a RR A MINIM oP E.-UxM am IN —IT DRRmlox oP nTlrvc AND RR rvCH o RR OR (all shears)and me mEUNNCYC reT spacaheNa for DATE LAN AN OCPIG... MwrvRR. THE coxTRACT.1 PURTHEN ACRms TO PURDUE GIUNINTLY THE C.—Iran of all mat<rials w 65 Used. This will be r<vi d C for final wmpliaxu, M., mjob card issuance. i 1-1 U RVIRIOxs All evvROVRO. suLnNC, INC.swu SCPLE I"=100' a'LQ OFM haz m, receivcl the CVWU NOTE IF TO CONTRACTOR- SITE CONDITIONS R R Tm ftn oN-snepUblicwarermamananre , of MN on II PROLECT, EACIPnxs FOR UAEILTY M-e FROM THE SOLE xmuDERCE CF THE owxue oR THI vROR THE UM STE CON -ON OURNG THE COURCE hydrant now mod<Iing ye, as P,gwDd. This RxaxR ER RGGNs AND PRa�RRn. III RR UIRRMRNT AVPLcs moaelinNahalIjN,Ufyt,N,,N, as, byaTammeny remm<a<manaing fx<byarant is INSTALLING CONTRACTOR ACCEPTANCE xe Inc TMls PRoaECT. SHEET INDEX able m P.i afire now of 1,616 �m at xo r11E °.L".YT FZD MLI1 lr SNR10En� oF1eouliceo`�NCGLW1"Lr°rEc,°ro T"IRTHa"TI"rERPE"RORoar:AN�i paireaiaDal<mV<m<aSDrc. NOTE TO CONTRACTOR- CONSTRUCTION OBSERVATION n SHEET DEscRIPnoN ET SOPERsmEs en i NOTE r,w rMSA1 D r CORER SHEET oLSo r�ALPz�slzozaTMn r:a 2-6 PIAN VIEW THIS 0.AN M III PLANMNNEB NO - -NIM"TNLENT THAT TH Moxmwcnox lE cowlETm IN AccoRwxcE wrtn THE 6-] SIGNAGE AND STRIPING RRwsmxs cLoopm ArvU FL PEIVAIT ONLY. 111E INSTAl11N0 ixc amm' REQUIREMENIS IT,RED,HER, CONTRACTOR MUST HOLD A VALID CM L.E.E. THE 1NqjALI,UeE. �CTG III OF 1.1 COxa,RDCTIMN .—ITOR. ON OTHEF THING PAHDES, xOR Is M. REevox .. FOR THEIR nauINn CE, .1;P B— Ex - - SYSTEM MNSINUCTNIN PFAMIT. DIG ALERT M ��° 66 A,ME°.T.CR ` ;•p E "OHIM, MSA rvad r QOINIRTMENT rAOrrlDEcrTHEFIREMAR IN THE CITY OF LA QUINTA CALIFORNIA SHEET g®y .. u� e,� cm eNgmearmg. oAa mvaymg. La�ESC:EaarrnlcanUrR SILVERROCK RESORT - LO RESORT CONDOMINIUMS 1 Lz2Arr9N0 H w R NR xlRxsm,uN oR x azta.a w z-D,. of P.,<ca wPs. o.R. TAKEry �wN cl�,aq pieNlNmg . exV��aNmax,e sarVmeT . oar unl�ryeea�maenax.els u CF u U11 ERA J : 1 ciweOwE1AELO MONDME TRACT MAP NO. 37930 Dig ISefely _IFEIS µo, FFmRwr'+ ELT. U O �Ev {�T {t PERMNoxEor wuaEalllxs«o,am.9.�„ u PRIVATE FIRE SERVICE PLAN OP eT jxNAT THE, FIRECOVER SHEET 8 KFBOOp227F�2B00.11o.I ¢ivAl rynoArsenfaio =. S.soa• H RE ..'n L.ds w ... `" " ^ ,`.," ".F PUcale ccGUE TO oRs mMPL.NCE wnH PORnorvs w ire CF sE __ .. .No sE SHEETS Z w I AVENUE 5U O w Of I w 3�: AVENUE152 c~n Of AVENUE 52 N 0�� O SITE o N O Of bi g o LEGEND I w AVENUE 54 PROP. STORM DRAIN s PROP. PRIVATE SEWER MAIN w PROP. PRIVATE WATER MAIN VICINITY MAP PROP. PRIVATE FIRE LINE NTS ti•l►FS PROP. PRIVATE FIRE SERVICE LINE _ PROP. FIRE HYDRANT ASSEMBLY PROP. GATE VALVE OR BUTTERFLY VALVE - W - EX. WATER MAIN - S - EX. SEWER MAIN - U - EX. UTILITIES: GAS, TELEPHONE, TV, ETC. PROP. WATER SERVICE PROP. SEWER LATERAL nw PROP. AIR/VACUUM RELIEF VALVE PROP. DETECTOR CHECK 0 PROP. CLEAN OUT O PROP. MANHOLE 0 PROP. WATER SERVICE WITH BACKFLOW DEVICE >S> - ® PROP. REDUCER VALVE AND BLOW -OFF ASSEMBLY PROP. REDUCER 0 PROP. STORM DRAIN MANHOLE - - - - BOUNDARY - CENTERLINE PHASE LINE CITY/COUNTY BOUNDARY LIMITS ABBREVIATIONS E EAST D DEPTH MH MANHOLE N NORTH DEFL. DEFLECTION N.T.S. NOT TO SCALE S SOUTH DI DUCTILE IRON P/L PROPERTY LINE W WEST DWG. DRAWING PCC POINT OF COMPOUND CURVE NE NORTHEAST DWY DRIVEWAY POC POINT ON CURVE NW NORTHWEST EA. EACH PRC POINT OF REVERSE CURVE SE SOUTHEAST EC END OF CURVE PROP. PROPOSED SW SOUTHWEST ECR END CURB RETURN PUE PUBLIC UTILITY EASEMENT A/V AIR VACUUM CAN CABLE TELEVISION R/W RIGHT OF WAY ASSY. ASSEMBLY EP EDGE OF PAVEMENT S/W SIDEWALK BC BEGINNING OF CURVE ESMT. EASEMENT SER. SERVICE BCR BEGIN CURB RETURN EX EXISTING SWR. SEWER BO BLOW -OFF FH FIRE HYDRANT TCO TOP OF CLEAN OUT BV BUTTERFLY VALVE GB GRADE BREAK TELE TELEPHONE C# CURVE GV GATE VALVE TMH TOP OF MANHOLE C/L CENTERLINE HZ HORIZONTAL TYP. TYPICAL C&G CURB AND GUTTER INV INVERT VCP VITRIFIED CLAY PIPE C.B. CATCH BASIN L# LINE VERT VERTICAL ELEC ELECTRIC LAT. LATERAL WB WET BARREL CO CLEAN OUT L.F. LINEAL FEET WTR. WATER CONSTRUCTION NOTES QUANTITY ESTIMATE O FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (FOR PERMIT PURPOSES ONLY) (42" TYPICAL COVER UNLESS NOTED ON PLAN) 1573 L.F. O2 DELETED - O3 DELETED - ® FURNISH AND INSTALL 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 6 EA. O5 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. O7 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. O9 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 12 EA. 10 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. 11 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. 12 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 COACHELLA VALLEY WATER DISTRICT (760) 398-2651 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 ELECTRIC SOUTHERN CALIFORNIA EDISON (760) 202-4291 GAS THE GAS COMPANY (760) 323-1851 TELEPHONE FRONTIER COMMUNICATIONS (800) 921-8104 CABLE T.V. TIME WARNER CABLE - SPECTRUM (800) 892-4357 USA UNDERGROUND SERVICE ALERT 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. IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SIL VEROCK RESORT 0 RESORT CONDOMINIUMS TRA C T MAP NOw 37930 PRI VA TE FIRE SER VICE PL A N 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 PREPARED FOR- SILVEROCK DEVELOPMENT COMPANY 79-179 AHMANSON LANE LA QUINTA, CA 92253 (760) 634-6543 .OR% . INDEX MAP SCALE 1"=1 •0 SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET 2-5 PLAN VIEW 6-7 SIGNAGE AND STRIPING 8 UNDERGROUND REQUIREMENTS © Copyright 2022 MSA Consulting, Inc. All Riahts 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.O 1 IJ A ` MARCO T. CELEDON R.C.E. C75478 EXP. 6-30-24 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 RISERS) 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 16" X 2 ,A"). DEPENDING ON FLOW REQUIREMENTS AN ENHANCED SUPER HYDRANT (6" X 4" X 4" X 2 ih") 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 BUILDINGS) 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 1A" CONNECTION FOR EACH 250 GALLONS PER MINUTE REQUIRED. AT A MINIMUM, A 2 'AZ" X 2 X" 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. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 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. 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 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. 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 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. 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. 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. 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. 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. TRENCH EXCAVATION, PIPE BEDDING AND BACKFILL SHALL BE CERTIFIED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF A.C. OR CONCRETE. 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. ALL CONNECTIONS MADE TO EXISTING FACILITIES WILL BE AT CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS AND REVIEW THE PLANS IN DETAIL WITH THE ENGINEER PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES UNTIL PROJECT IS COMPLETED. 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. 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. 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. ALL NUTS, WASHERS AND BOLTS SHALL BE STAINLESS STEEL. BLUE DOT MARKERS SHALL BE PLACED ADJACENT TO FIRE HYDRANTS LOCATED ON THE CENTERLINE OF THE STREET OR DRIVEWAY. 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. INSTALLING CONTRACTOR ACCEPTANCE BUSINESS ADDRESS: RESPONSIBLE MANAGING OFFICER: LIC EXP DATE: BENCHMARK B M #430 PROJECT ELEVATION BASIS OF BEARINGS DESIGNED BY CASE # - APPROVAL: IN THE CITY OF LA QUINTA CALIFORNIA S H E E T DIG ALERT DATE REVISIONS APPR. DATE OFESSIMSA AT BM @430 EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 MP QR �iy RIVERSIDE COUNTY FIRE DEPARTMENT ELEVATION 5.467 (NAVD88) 3.903 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN 9� • LOCATION BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN 7 28 22AlREVISED SURFACE FEATURES �Q �PQ�OT.CS4,, Fyn/ Civil Engineering •Land Surveying •Landscape Architecture LA QUINTA OFFICE OF THE FIRE MARSHAL SILVERROCK RESORT - LQ RESORT CONDOMINIUMS CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, AS: N 02 12 49 W DRAWN BY m Planning • Environmental Services •Dry Utility Coordination • GIS TRACT MAP NO. 37930 STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF -Cr-C75478 m 34200 Bob Hope Drive Rancho Mirage, CA 92270 1 760.320.9811 1 MSAConsultinginc.com �F ccDATE PRIVATE FIRE SERVICE PLAN Dig Safely AVENUE 54 AND JEFFERSON STREET. �`{ PREPARED UNDER THE DIRECT SUPERVISION OF: DIAL TOLL FREE ELEVATION = 5.467' (NAVD88) s� C / V \ �\Q 1-800-227-2600 PROJECT ELEVATION AT BM #430 = ELEV. 3.903' y THE FIRE DEPT. APPROVAL IS VALID FOR COVER SHEET 8 AT LEAST TWO DAYS BEFORE YOU DIG TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, CHECKED BY TF OF CA`�FOQ 08/02/2022 q, �PPLICABLENE YEAR-SUBJECT TO COMPLIANCE WITH PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE UNDERGROUND SERVICE ALERT ,TS OF SOUTHERN CALIFORNIA ADD 1.564 TO ELEVATIONS SHOWN. MTC MAR 0 T DON, R.C. . N0. 75478 DATE 1 4 OF SEC. 8, T.6S., R.7E., S.B.M. SHEETO w SFF Marcy r2 // \\. PROP. 6" PVC \ / \ / 1 SEWER LINE L \9 \ _ FF 19.27 \ EX. 8" DI FIRE RISER WATER MAIN // / 10 10+97.43 / SD BOP 17.67 6 1 / / \ / FIRE TOP 16.66 1 1 +14.46 SD BOP 16.89 PR P. S/W 5 1 - FIRE TOP 15.65 BLDG 10 SD BOP 17.78 \ SD BOP 16.21 / PRO . URB OS FIRE TOP 16.75 / FF 20.87 5 1 1 +27.13 /. : \ \ \ FIRE TOP 15.21 6 10+ 73 42 10 R �JX � � 10+59.18 / FIRE RISER 1 00 \ 4 1 \ 4 10+39.67 PAVINGALT AMMR \ 6 1 1 +80.37 FIRE BOP 17.28 SWR TOP 15.60 PROP. LINE PVC SEWER LINE SEWER LINE PROP. 6" PVC SD BOP 17. fr \ \ _ CZE / / /� , YASEME SEWER LINE FIRE TOP 16 SD 17.68 \ ` ��\\ � / / 5/ FIRE BOP 16.35 PROP. S W / IRE TOP 16. \ \ / , SWR TOP 14.59 FIRE BOP 16.54/ 10+ BC 0+89.13 EC \ i Z SWR TOP 14.04 11+49.01 5 SEE OETITIL A ��' %/ EX. 12" DI WATER MAIN \ BLDG 11 FF 22.67 FIRE RISER SD BOP 18.92 FIRE TOP 17.87 10 \ 6 12+39.45 FIRE BOP 17.09 SWR TOP 16.05 SD BOP 18.54 \ FIRE TOP 17.54 6 12+20.60.62 PROP. S/W y \ � \ i i W \ `66PARK\N GARAGE 10 / FIRE P 1 .2 J iw / � i� / OP 4.3 i �s / 12 \ PROP. ALT PAVING AMMR 1 /2„ RADIUS \PROP. C&G X.\ 8" PVC \ \ / RED W R MAIN i CA / \ \ /' ADDRESS BUILDING ADDRESS �- / \ / / i / 4H X 8W MINIMUM NUMBER 3" MINIMUM EX. 8" PVC "" \/ (WHITE) s , k SEWER MAIN REFLECTORIZED SIGN CONSTRUCTED OF U GARAGE 11 PORCELAIN STEEL WITH \ BEADED TEXT OR EQUAL \ A9 POST INDICATOR/FIRE DEPT. \ \\ / / � HN\�HtlH' AH �N\HtltlH� \ \ CONNECTION SIGN DETAIL 9N\0 Ntl \ o � o i PROP. 2" PVC i WATER LINE PROP. 3" PVC WATER LINE 0' 20' 40' 60' 80' SCALE 1 "=20' CONSTRUCTION NOTES O FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) O DELETED O DELETED ® FURNISH AND INSTALL 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O FURNISH AND INSTALL 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 © FURNISH AND INSTALL 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 ® FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O9 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 1 p 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" 11 CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER 12 FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 z_ � ADDRESS in r7 PROP. S/W i i CVWD EASEMENT EX. 8" CVWD BACKFLOW DEVICE IN VAULT 4 / / W/ EX. 12" DI WATER MAIN CVWD EASEMENT /w PROP. S/W / DETAIL A 0' 5' 10' 15' 20' SCALE 1 "=5' NTS 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.) INSTALL P.I.V. CHECK VALVE TAMPER SWITCH. z\//\\ SIGN (SEE SIGN INDICATOR POST /�z \ > DETAIL) ``� �/\ Z M I NOTE: 90% RELATIVE %\ \ 23 o � o \%j RECOMPACTION, 95% z M \\j' FINISHED GRADE WHEN TRENCHES ARE \� I WITHIN 10 FEET OF ANY BUILDING 0 o c) 2"/3" DOMESTIC of WATER LINE LO 4"/6"/8" SCH. GALVANIZED STEEL PIPE ``� � \ PROP. IRE GALVANIZED VALVE \ SERVICE SEE PLAN FLANGE SIZES I SEE PLAN FOR SIZES i - - - - \ \ 6„ MIN. CLEAR SEE PLAN FOR SIZES IF REQUIRED DEFLECT TEE WITH FLANGE JOINT DOMESTIC WATER PIPE SIZE PER PLAN 4 AS NEEDED (WITHIN ►i MANUFACTURERS CROSSING DETAIL RECOMMENDATIONS) FIRE SERVICE TO POST INDICATOR/FIRE DEPT. CONNECTION DETAIL 9 DOMESTIC WATER NTS NTS INSTALLING CONTRACTOR ACCEPTANCE THIS SHEET SUPERSEDES THE BUSINESS NAME: PREVIOUSLY APPROVED SHEET 1 APPROVED 10 26 2020 AND IS ADDRESS IDENTICAL EXCEPT FOR THOSE RESPONSIBLE REVISIONS "CLOUDED" AND LABELED MANAGING OFFICER: WITH REVISION TRIANGLES.O SIGNATURE: DATE: © Copyright 2022 T. CELED N LIC #: EXP DATE: MSA Consulting, Inc. R.C.E. C75478 EXP. 6-30-24 All Ri hts Reserved SEAL BENCHMARK B M #430 PROJECT ELEVATION BASIS OF BEARINGS DESIGNED BY INC,SE # - APPROVAL: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET DIG ALERT AT BM @430 EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 DATE REVISIONS APPR. DATE MP QROFESSIO,y _MSA CONSULTING I V RIVERSIDE COUNTY FIRE DEPARTMENT T.ELEVATION 5.467' (NAVD88) 3.903' EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN 9� LOCATION BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN 7/28/22 1 REVISED SURFACE FEATURES & STORM DRAIN �Q �PQ�OI-CE(F�oti Fy1/ Civil Engineering • Land Surveying • Landscape Architecture LA QUINTA OFFICE OF THE FIRE MARSHAL SILVERROCK RESORT - LQ RESORT CONDOMINIUMS CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, AS: N OT12 49W DRAWN BY m Planning • Environmental Services • Dry Utility Coordination • GIS 2 TRACT MAP NO. 37930 Dig Safely AVENUESTAMPED ANDBJ, FLUSH EFFERSONTSTHE TREETENTERLINE INTERSECTION OF CC CC C75478 34200Bob Hope Drive Rancho Mirage,CA922701760.320.98111MSAConsultinginc.com PRIVATE FIRE SERVICE PLAN OF �`{ PREPARED UNDER THE DIRECT SUPERVISION OF: DATE DIAL TOLL FREE ELEVATION = 5.467' (NAVD88) cAJ, p / V � �, ��Q' THE FIRE DEPT. APPROVAL IS VALID FOR PLAN VIEW 8 1-800-227-2600 PROJECT ELEVATION AT BM #430 = ELEV. 3.903' y AT LEAST TWO DAYS BEFORE YOU DIG TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, CHECKED BY T$1 0 08/02/2022 ONE YEAR -SUBJECT TO COMPLIANCE WITH UNDERGROUND SERVICE ALERT OF CA_\FO APPLICABLE CODES PORTIONS OF THE SW 1 /4 OF SEC. 5, AND NW, NE, AND SE SHEETS OF SOUTHERN CALIFORNIA ADD 1.564 TO ELEVATIONS SHOWN. MTC MARCO EDON, R.C.E. NO. 75478 DATE 1 4 OF SEC. 8, T.6S., R.7E., S.B.M. 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 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 CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 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' 1 7.12' TOP VIEW TOP VIEW 1cP, 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. a tt 12" 42 S.F. 59 S.F. 32 S.F. 17 S.F. 9 S.F. S` " �N` 4 DETAIL A PSG THRUST BLOCK DETAIL PROP. 3" PVC N.T.S. WATER LINE 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. TOP VIEW TOP VIEW L V TOP VIEW RESTRAINED JOINT REQUIREMENTS PIPE SIZE TEE DEAD ENDS 90' BEND 45' BEND 22-1/2' 11 1/4' 6" 81 FT. 99 FT. 41 FT. 17 FT. 8 FT. 4 FT. 8" 111 FT. 129 FT. 53 FT. 22 FT. 11 FT. 6 FT. 12" 164 FT. 182 FT. 73 FT. 31 FT. 15 FT. DETAIL B RESTRAINED JOINT DETAIL 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 C1 6'55'59" 300.00' 36.30' 18.17' CONSTRUCTION NOTES O FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) O2 DELETED O3 DELETED ® FURNISH AND INSTALL 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O5 FURNISH AND INSTALL 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 © FURNISH AND INSTALL 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O7 FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 ® FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O9 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 1 p 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" 11 CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER 12 FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 DIG ALERT BENCHMARK BM #430 PROJECT ELEVATION BASIS OF BEARINGS ELEVATION 5.467' NAVD88 AT BM @430 3.903' EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN LOCATION BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, AS: N 02'12'49" W STAMPEDig S a f e l y AVENUED54 AND JEFFERSONTTHE STREETENTERLINE INTERSECTION OF DIAL TOLL FREE ELEVATION = 5.467' (NAVD88) 1-800-227-2600 PROJECT ELEVATION AT BM #430 = ELEV. 3.903' AT LEAST TWO DAYS BEFORE YOU DIG TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ADD 1.564' TO ELEVATIONS SHOWN. CVWD EASEMENT PROP. C&G EX. 8" PVC SEWER MAIN EX. 8" DI WATER MAIN FIRE TOP 17.03 SD BOP 18.52 FIRE TOP 17.25 FIRE RISER J SD BOP 18.31 FIRE TOP 17.02 FIRE BOP 16.52 SWR TOP 13.95 PROP. 6" PVC - XBG 7 SEWER LINE 20.97PROP. S/W FIRE BOP 15.83 SD TOP 14.80 SEE DETAIL B 10+44.60 5won >% PROP. 3" PVC WATER LINE I\ 6 10+47.30 EC SD BOP 16.56 \\ FIRE TOP 15.47 1 SD BOP 16.53 1 FIRE TOP 15.47 1 1 6 10+68.35 1 10 1 1 FIRE RISER BLDG 8 1 FF 19.07 \ 1 1 1 1 PROP. 6" P SEWER LINE ' DATE REVISIONS APPR. DATE ' 7/28/22 1 REVISED SURFACE FEATURES & STORM DRAIN EX. 8" DI WATER MAIN PROP. CURB PROP. S/W SFF SyF� 2 y� 0' 20' 40' 60' 80' SCALE 1 "=20' DESIGNED BY MP QROFESSIoH9� Oo T. CE(Fooy Fyn/ �Q �PQGp Z w C75478 m DRAWN BY CC 9= M 0- V qTF OF CA\-�FOQ CHECKED BY MTC © Copyright 2022 MSA Consulting, Inc. All Riahts Reserved I I I I N I / PROP. C&G EX. 8" PVC SEWER MAIN CVWD EASEMENT 0 DETAIL B OR INSTALLING CONTRACTOR ACCEPTANCE THIS SHEET SUPERSEDES THE BUSINESS NAME: PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS ADDRESS: IDENTICAL EXCEPT FOR THOSE RESPONSIBLE REVISIONS "CLOUDED" AND LABELED MANAGING OFFICER: WITH REVISION TRIANGLES.O SIGNATURE: DATE: 0 T. CELE ON LIC #: EXP DATE: R.C.E. C75478 EXP. 6-30-24 SEAL MSA CONSULTING, N CASE # -APPROVAL: IN THE CITY OF LA QUINTA CALIFORNIA RIVERSIDE COUNTY FIRE DEPARTMENT Civil Engineering • Land Surveying • Landscape Architecture LA QUINTA OFFICE OF THE FIRE MARSHAL SILVERROCK RESORT - LQ RESORT CONDOMINIUMS Planning • Environmental Services • Dry Utility Coordination • GIS TRACT MAP NO 37930 '%4j/ 34200 Bob Hope Drive Rancho Mirage, CA 922701760.320,98111 MSAConsultinginc.com REPAIRED UNDER THE DIRECT SUPERVISION OF: 08/02/2022 t�kA AF460 EDON, R.C.E. NO. 75478 DATE DATE THE FIRE DEPT. APPROVAL IS VALID FOR ONE YEAR -SUBJECT TO COMPLIANCE WITH APPLICABLE CODES 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. CVV DETAIL C 0' 5' 10' 15' 20' Milli SCALE 1 "=5' OR I i ALT PAVING 1 ` AMMR / J SEE DETAIL I SD BOP 21.01 FIRE TOP 19.13 FIRE TOP 18.74 BLDG 5 FF 22.77 / FIRE RISER 10 6 11+62.17 SD BOP 20.12 FIRE TOP 18.56 SD BOP 18.41 FIRE TOP 17.4 \ RP. 3" PVC WATER LINE CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 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' S70' 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' S70' 10' 38.88"E L16 4.00' S70' 10' 38.88"E PROP. 3" PVC WATER LINE RISER CLUBHOUSE FF 22.97 WC4E �"PROP. ALT PAVING MR 38835� E7rH ME T 5 mm TCH IN PROP. 6" PVC SEWER LINE BLDG 4 FF 22.17 FIRE RISER 10 6 1 1 +69.04 SD BOP 19.30 FIRE TOP 17.60 5 1 1 +61.32 SD BOP 17.71 16. FIRE TOP 6.71 1 - 10+27.27 BC 5� 5 0+56.06 �6 �/ /\ PROP. 10+27.84 5 AER SERVICE 2' 4 PROP. 6" PVC SEWER LINE PROP. S/W 2 / c2 s 10+40.92 5 PROP. � h 4 WTR BOP 18.5 A- i FIRE TOP 17.52 WATER MAIN 10+99.46 EC 1 5 10+04.29 6 10+00.0011 \ CVWD // �� // BACKFLOW DE CE s -W- it / /` / �22 IN VAULT t PROP. ALTfor / PAVING �S CVWD EASEMENT w AMMR " EX. 8" PVC / WTR BOP 19.39 F RE BO �. - - sniDavaana awOadware -- - �w�avware -- �wi�ara i SEWER MAIN PROP. C&G PROP. S/W FIRE TOP 18.53 w� 3 WR TOP 14.13 O 0 BOP 20.10 FIRE TOP 18.89 6 1 1 +23.1 1 EC 10 PROP. 3" PVC WATER LINE FIRE RISER SEE DETAIL D BLDG 6 FF 22.57 PROP. 6" PVC SEWER LINE - v1d /C 4-i Ar, 0' 20' 40' 60' 80' SCALE 1 "=20' VO R ONSTR TION NOTES 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 V 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' S2' 40' 38.88"E L32 14.44' S19' 49' 21.12"W O C UC O FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) O2 O3 DELETED DELETED \ ® O5 © FURNISH AND INSTALL 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 FURNISH AND INSTALL 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 FURNISH AND INSTALL 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 \ O7 FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 ® FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O9 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 1 p 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" 11 CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER 12 FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 DIG ALERT ° BENCHMARK BM #430 PROJECT ELEVATION 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 OZ12'49" W DATE REVISIONS APPR. DATE AT BM @430 3.903' ELEVATION 5.467' NAVD88 28 22 7 / / 1 REVISED SURFACE FEATURES & STORM DRAIN LOCATION CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, THE INTERSECTION OF STAMPEDig S a f e l y AVENUED54 AND JEFFERSONTSTREETENTERLINE DIAL TOLL FREE ELEVATION = 5.467' (NAVD88) 1-800-227-2600 PROJECT ELEVATION AT BM #430 = ELEV. 3.903' AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, ADD 1.564' TO ELEVATIONS SHOWN. 11 - PROP. 6" PVC / SEWER LINE 0' 5' 10' 15' 20' SCALE 1 "=5' INSTALLING CONTRACTOR ACCEPTANCE THIS SHEET SUPERSEDES THE PREVIOUSLY APPROVED SHEET 1 APPROVED 10/26/2020 AND IS IDENTICAL EXCEPT FOR THOSE BUSINESS NAME: ADDRESS: REVISIONS "CLOUDED" AND LABELED RESPONSIBLE MANAGING OFFICER: WITH REVISION TRIANGLES.O SIGNATURE: DATE: © Copyright 2022 T. CELED N LIC #: EXP DATE: MSA Consulting, Inc. R.C.E. C75478 EXP. 6-30-24 All Rights Reserved SEAL DESIGNED BY MSA CONSULTING, INC CASE # - APPROVAL:IN THE CITY OF LA QUINTA CALIFORNIA MID Q�OFESS�OH RIVERSIDE COUNTY FIRE DEPARTMENT SILVERROCK RESORT - LQ RESORT CONDOMINIUMS �OPQGOT'CS<Fpy`<C1 Civil Engineering • Land Surveying • Landscape Architecture LA QUINTA OFFICE OF THE FIRE MARSHAL z Planning • Environmental Services • Dry Utility Coordination • GIS TRACT MAP NO. 37930 DRAWN CC BY Uj C75478 M 34200BobHopeDriveRanchoMirage,CA922701760.320,98111MSAConsultinginc.com PRIVATE FIRE SERVICE PLAN DATE PREPARED UNDER THE DIRECT SUPERVISION OF: qTF OF CA`VFOQ� 08/02/2022 THE FIRE DEPT. APPROVAL IS VALID FOR ONE AAPPLICABLESCODEST TO COMPLIANCE WITH PLAN VIEW PORTIONS OF THE SW 1/4 OF SEC. 5, AND NW, NE, AND SE CHECKED BY MTC MARC EDON, R.C.E. NO. 75478 DATE 1 4 OF SEC. 8, T.6S., R.7E., S.B.M. 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' S89' 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' S22' 23' 05.58"W L12 2.37' S67' 23' 05.58"W L13 106.22' S89' 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 O FURNISH AND INSTALL 8" C-900, CLASS 200 PVC PIPE (42" TYPICAL COVER UNLESS NOTED ON PLAN) O2 DELETED O3 DELETED ® FURNISH AND INSTALL 8" X 22 1/2' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O5 FURNISH AND INSTALL 8" X 45' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 © FURNISH AND INSTALL 8" X 90' DI BEND W/ THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O7 FURNISH AND INSTALL 8" DI TEE W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 ® FURNISH AND INSTALL 8" DI CROSS W/THRUST BLOCK OR RESTRAINED JOINTS PER DETAIL ON SHEET 3 O9 CONSTRUCT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION PER DETAIL ON SHEET 2 1 p 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" 11 CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER 12 FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 I — ■ IL © Copyright 2022 MSA Consulting, Inc. All Riahts 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. Al M6RCO T. CELEDON R.C.E. C75478 EXP. 6-30-24 INSTALLING CONTRACTOR ACCEPTANCE BUSINESS ADDRESS: RESPONSIBLE MANAGING OF LIC EXP DATE: BENCHMARK B M #430 PROJECT ELEVATION BASIS OF BEARINGS DESIGNED BY CASE # — APPROVAL: I N THE CITY O F L A QUINTA, CALIFORNIA SHEET DIG ALERT AT BM *430 EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 DATE REVISIONS APPR. DATE MP QROFES8/pH RIVERSIDE COUNTY FIRE DEPARTMENT ELEVATION 5MSA CONSULTING, INC. .467 (NAVD88) 3.903 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN LOCATION BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN 7/28/22 1 REVISED SURFACE FEATURES & STORM DRAIN �Q �PQ�OT.CS4,,0 Fyn/ Civil Engineering • Land Surveying • Landscape Architecture LA QUINTA OFFICE OF THE FIRE MARSHAL SILVERROCK RESORT - LQ RESORT CONDOMINIUMS CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, 5 AS: N o2.12 4s W DRAWN BY m Planning •Environmental Services •Dry Utility Coordination • GIS TRACT MAP NO. 37930 5 Dig Safely STAMPEAVENUED54 ANDBJ, FLUSH EFFERSONTSTHE TREETENTERLINE INTERSECTION OF CC CC C75478 34200Bob Hope Drive Rancho Mirage,CA922701760.320.98111MSAConsultinginc.com PRIVATE FIRE SERVICE PLAN OF PREPARED UNDER THE DIRECT SUPERVISION OF: DATE DIAL TOLL FREE ELEVATION = 5.467' (NAVD88) cAJ, p / � � �, ��Q' THE FIRE DEPT. APPROVAL IS VALID FOR PLAN VIEW 1-800-227-2600 PROJECT ELEVATION AT BM #430 = ELEV. 3.903' y AT LEAST TWO DAYS BEFORE YOU DIG CHECKED BY TF FOQ 08/02/2022 8 ONE YEAR —SUBJECT TO COMPLIANCE WITH TS UNDERGROUND SERVICE ALERT TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, CF CA0 APPLICABLE CODES PORTIONS OF THE SW 1 /4 OF SEC. 5, AND NW, NE, AND SE OF SOUTHERN CALIFORNIA ADD 1.564 TO ELEVATIONS SHOWN. MTC MA CO DO NZ R.C.E. N0. 75478 DATE 1 4 OF SEC. 8, T.6S., R.7E., S.B.M. (�(�) VVIVIR/iVIVf[ IV VVIV IVGVI O rVV V-zlVV rlrr IV DUILUIIVU JrrCIIVr\LGrC JIJIGIVI, Ir DUILUIIVU �/ SPRINKLER SYSTEM IS UNAVAILABLE INSTALL 8" DI BLIND FLANGE AND MARKER POST MARKED "F" 11 CONTRACTOR TO CONNECT TO BOTTOM ELBOW OF ABOVE GROUND DOUBLE CHECK DETECTOR ASSEMBLY (DCDA INSTALLED BY PUBLIC WATER CONTRACTOR) AND INSTALL 8" DI REDUCER © Copyright 2022 FURNISH AND INSTALL RAISED BLUE REFLECTIVE PAVEMENT MARKERS MSA Consulting, Inc. PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARD NO. 06-11 All Riahts Reserved LEGEND CONTRACTOR TO PAINT CURB WITH OSHA SAFETY RED SEMI GLOSS. ' A 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 CONTRACTOR TO PAINT "NO PARKING FIRE LANE CVC 22500.1" AT B 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 F PROPOSED 8" FIRE MAIN Fs PROPOSED 8" FIRE SERVICE MAIN PROPOSED HYDRANTS C PROPOSED FDC ® PROPOSED PIV PROPOSED FIRE HYDRANT BLUE REFLECTIVE MARKER INSTALL 14.5' FROM CURB FACE, PERPENDICULAR TO HYDRANT N EMERGENCY FIRE ACCESS LANE — — — — — — — — — — — — ATTACH/FASTEN "NO PARKING/FIRE LANE" SIGN WITH VANDAL PROOF HARDWARE. 'ING "NO PARKING/FIRE LANE" "CVC 22500.1 " SIGN, P vii REFLECTORIZED 12"X18" WITH 3" RED LETTERING pE L9111110 SIMILAR TO CA—MUTCD R26F p " NOTE: ° PLACE SIGN 2' MIN. ° FROM CURB OR 5' ° MIN. FROM EDGE OF PAVEMENT WHERE CURB DOES NOT OCCUR, AT 30—FOOT ° INTERVALS. V) w � 5 ° > z ° ° 2"X2" SQUARE QWIK ° PUNCH POST o O 1 0 N ° VANDAL PROOF N HARDWARE ° SLEEVE ALL SIGN POSTS TO BE INSTALLED IN 560—C-3250 CONCRETE I N'0000� 72 ; �`L. NO PARKING POST DETAIL NTS 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. Al h ' MlQYCO T. CELEDON R.C.E. C75478 EXP. 6-30-24 INSTALLING CONTRACTOR ACCEPTANCE BUSINESS ADDRESS: RESPONSIBLE MANAGING OF LIC EXP DATE: DIG ALERT BENCHMARK B M #430 PROJECT ELEVATION BASIS OF BEARINGS DESIGNED BY CASE # — APPROVAL: I N THE CITY OF LA QUINTA CALIFORNIA SHEET DATE REVISIONS APPR. DATE AT BM *430 � EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 MP QROFESSI �iyMSA , INC RIVERSIDE COUNTY FIRE DEPARTMENT , TI ELEVATION 5.467 (NAVD88) 3.903 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN 91 LOCATION BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN 7/28/22 1 REVISED SURFACE FEATURES �Q �PQ�OT.CE(F�oti Fyn/ Civil Engineering • Land Surveying • Landscape Architecture LA QUINTA OFFICE OF THE FIRE MARSHAL SILVERROCK RESORT - LQ RESORT CONDOMINIUMS CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, AS: N 02'12 49 W DRAWN BY m Planning •Environmental Services •Dry Utility Coordination • GIS— 6 TRACT MAP NO. 37930 Dig Safely AVENUE STAMPEDANDBJEFFERSONTTHE STREETENTERLINE INTERSECTION OF CC � C75478 34200Bob Hope Drive Rancho Mirage,CA922701760.320.98111MSAConsultinginc.com DATE PRIVATE FIRE SERVICE PLAN OF PREPARED UNDER THE DIRECT SUPERVISION OF: DIAL TOLL FREE ELEVATION = 5.467' (NAVD88) s� 0 / � �, ��Q THE FIRE DEPT. APPROVAL IS VALID FOR SIGNAGE AND STRIPING PLAN 1-800-227-2600 PROJECT ELEVATION AT BM #430 = ELEV. 3.903' y NE YEAR— 8 SUBJECT LEAST TWO DAYS BEFORE YOU DIG TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, 1.564' TO ELEVATIONS SHOWN. , CHECKED BY TF OF CA`�FOQ 08/02/2022 UNDERGROUND SERVICE ALERT �PPLICABLESCODES T TO COMPLIANCE WITH PORTIONS OF THE SW 1 /4 OF SEC. 5, AND NW, NE, AND SE SHEETS OF SOUTHERN CALIFORNIA MTC MA CO EDO , R.C.E. NO. 75478 DATE 1 4 OF SEC. 8, T.6S., R.7E., S.B.M. 04 N O (V W (V 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 Accepted by approving authorities (names) Address Plans Installation conforms to accepted plans LJ Yes LJ No Equipment used is approved ❑ Yes ❑ No If no, state deviations 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 Instructions Have copies of appropriate instructions and care and maintenance ❑ Yes ❑ No charts been left on premises? If no, explain Location Supplies buildings Pipe types and class Type joint Pipe conforms to standard ❑ Yes ❑ No Underground Fittings conform to standard ❑ Yes If no, explain ❑ No pipes and joints Joints needing anchorage clamped, strapped, or blocked in ❑ Yes ❑ No accordance with standard If no, explain Flushin : Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow -offs. Flush at one of the flow rates as specified in 10.10.2.1.3. Hydrostatic: All piping and attached appurtenances subjected to system working pressure shall be hydrostatically tested at 200 psi (13.8 bar) or 50 psi (3.4 bar) in excess of the system working pressure, whichever is greater, and shall maintain that pressure t5 psi (0.34 bar) for 2 hours. Test Hydrostatic Testing Allowance: Where additional water is added to the system to maintain the test pressures required by 10.10.2.2.1, description the amount of water shall be measured and shall not exceed the limits of the following equation (for metric equation, see 10.10.2.2.6): SDI L = testing allowance (makeup water), in gallons per hour (Ipm) L = S = length of pipe tested, in feet (m) 148,000 D = nominal diameter of the pipe, in inches (mm) P = average test pressure during the hydrostatic test, in pounds per square inch (gauge) (bar) New underground piping flushed according to ❑ Yes ❑ No standard by (company) If no, explain How flushing flow was obtained Through what type opening Flushing ❑ Public water ❑ Tank or reservoir ❑ Fire pump ❑ Hydrant butt ❑ Open pipe tests Lead-ins flushed according to standard by (company) ❑ Yes ❑ No If no, explain How flushing flow was obtained Through what type opening ❑ Public water ❑ Tank or reservoir ❑ Fire pump ❑ Y connection to flange ❑ Open pipe and spigot © 2012 National Fire Protection Association NFPA 24 (p. 1 of 2) FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for Underground Piping. 2016 Edition UNDERGROUND 24-21 Hydrostatic All new underground piping hydrostatically tested at Joints covered test psi (bar) for hours ❑ Yes ❑ No Total amount of leakage measured Leakage gallons (liters) hours test Allowable leakage gallons (liters) hours Forward flow Foward flow test performed in accordance with 10.10.2.5.2: test of backflow ❑ Yes ❑ No preventer Number installed Type and make All operate satisfactorily Hydrants ❑ Yes ❑ No Water control valves left wide open ❑ Yes ❑ No If no, state reason Control valves Hose threads of fire department connections and hydrants interchangeable with ❑ Yes ❑ No those of fire department answering alarm Date left in service Remarks Name of Installing contractor Tests witnessed by Signatures For property owner (signed) Title Date For installing contractor (signed) Title Date Additional explanation and notes 02012 National Fire Protection Association NFPA 24 (p. 2 of 2) FIGURE 10.10.1 Continued © Copyright 2022 MSA Consulting, Inc. All Riahts Reserved 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. Al kof-t,LA T. ELED N R.C.E. C75478 EXP. 6-30-24 INSTALLING CONTRACTOR ACCEPTANCE BUSINESS ADDRESS: RESPONSIBLE MANAGING OF LIC EXP DATE: BENCHMARK B M #430 PROJECT ELEVATION BASIS OF BEARINGS DESIGNED BY CASE # - APPROVAL: IN THE CITY OF LA QUINTA CALIFORNIA SHEET DIG ALERT DATE REVISIONS APPR. DATE OFESSIMSACONSULTING INC AT BM *430 � EASTERLY LINE OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 MP QR oiy � RIVERSIDE COUNTY FIRE DEPARTMENT � ELEVATION 5.467 (NAVD88) 3.903 EAST, S.B.M., AS SHOWN ON PARCEL MAP 37207, ON FILE IN �� 9� LOCATION BOOK 242, AT PAGES 72-87, OF PARCEL MAPS, O.R. TAKEN 7/28/22 1 NO REVISIONS �Q �PQ�OT.CE(F�oti Fyn/ Civil Engineering •Land Surveying •Landscape Architecture LA QUINTA OFFICE OF THE FIRE MARSHAL SILVERROCK RESORT - LQ RESORT CONDOMINIUMS 8 CITY OF LA QUINTA BM #430: 1-1/2" COPPERWELD MONUMENT, AS: N OZ12 4s W DRAWN BY z Planning •Environmental Services •Dry Utility Coordination • GIS TRACT MAP NO. 37930 0STAMPED "LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF w C75478 m 34200 Bob Hope Drive Rancho Mirage, CA 922701760.320.98111 MSAConsultinginc.com OF CC zo DATE PRIVATE FIRE SERVICE PLAN D�9 Safely AVENUE 54 AND JEFFERSON STREET. � �,`{ PREPARED UNDER THE DIRECT SUPERVISION OF: DIAL TOLL FREE ELEVATION = 5.467' (NAVD88) s� p / � � - ��Q THE FIRE DEPT. APPROVAL IS VALID FOR UNDERGROUND REQUIREMENTS 1-800-227-2600 PROJECT ELEVATION AT BM #430 = ELEV. 3.903' CHECKED BY q F C �F 08/02/2022 ONE YEAR —SUBJECT TO COMPLIANCE WITH 8 AT LEAST TWO DAYS BEFORE YOU DIG TO OBTAIN PROJECT ELEVATIONS IN NAVD88 DATUM, P OQ UNDERGROUND SERVICE ALERT F CAS APPLICABLE CODES PORTIONS OF THE SW 1 /4 OF SEC. 5, AND NW, NE, AND SE H OF SOUTHERN CALIFORNIA ADD 1.564 TO ELEVATIONS SHOWN. MTC MA CO EDON, R.C.E. NO. 75478 DATE 1 4 OF SEC. 8, T.6S., R.7E., S.B.M.