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HomeMy WebLinkAboutW_5354_SNEWPO,r DIJN£S ~~,- S/T£ 9- ~- '(/ VICINITY MAP LEGEND AB ~MmEGATEDASE AC =A!:Rl,\LTCXNJIETE BLK =CXN:f!ETEll..00( es •11/1,Q(OfSIIBLILK CB =CATl:fiBASIN er =CU!IBFACE CL •CENTERl.1)£ LU =CHAINLl~FENCE CO =CLEAIIOOT OCV=DETECTOllaiECKVAf.Vf. DIP=DlJCTILEll!ffiPIPE DS =ROOl'OOWSPOOT EG "'EDCEOfOOTTER EP =E□GEOF'PAVE1€NT fD •FOUlll FDC =FIRrDEPT.CTUIECTION rF =FINISHEDfLCKII fG •FINISHEDGRADE TH =FIREffr'[lRANT TL =FLOWLINE rs =FlNISIEDSIIIFACE :;::~~MAIN GM =GASILTER GR =TOl'OFGRATI: GV =GASVALVE la> =Hl~HPOIITT HT =HEIGHT ICV=lffRIGATlalCOORa..VALVE IP :IR<lNPIPE ts =llGIITSTmo.\lID MH =~OOLE ~ : ~c:~Cl~l~~INT PB •PIUBDX PCC =CO«:REIE PIV•POSTHlllCATIJIVALVE PL =PRa'ERTYLINE PVC=POtYVl~OILORIDEPIPE R'Ml,.RIDl,OOOH£AOER SCB = SIGN/\t. CONTROi.. BO~ SLH=SEWERI.WlHOI.E Sl'K = Sl'l~E SW =SIDEIW..K TC •TOPOFCU!IB TE =TRi\SHENCLDSL!iE TP =TELEPIQjEP<ll.E TRN4=TRANSITION TIWIS=TRAN!f"IRIER TIM =Tt'f'OFRETAINING\IALL 111 •Tt'f'OFWALL UC •I.HlERGRrull VIIR =VAA1"JlLE II =WASfER Mlf=WOOOFENCE 1111 =WATER!,ETER W ~WATERV/.J.VE r =PROPERTYLINE (!;_ =~LINE R/W=RIGHTIFWAY /J. =DELTA R =RADIUS L •Lfl«lrn T =TN«INT (U1.00}TC=EXISTl!CELEVAIIOO 427.00TC "DESIGNB.EV.iTION -CTV-•CllllITVUNE -E-•B.ECIRICl,LllllE -G-=GASLIIE -GB-Gll-•Gl!A[(IIOXLIRE -R-R-=RIIIG:ll~E -S-=SEIOtlNE -SD-=ST(ffj(Ml~Llll -T-=TEI.El'IOELINE -W-=WA~Llt[ Nol lo Scafe SYMBOLS A 0---0 STREETllliHT oq TRAITIC Sl~AL r-TRAFrlCS!GljALARU&P :¢: LIQHST~ E--GINWIREIA!tCHOR 1:1 WATER\£TER w □ ; ll'ATERVAWE • GASVALVE ,,,, □ " i ~ITT © SEWERW&!OI.E ® STalMORAINIUJt10LE (j) THEFHOI£ r.wtKll..E @) 'fl SEl'IERCLEOOUT "" HAtl~ICM' PARKING STALL (j) ® ® REMO'/EliNDOISPOSEOFrsllt @ ffi PLAN PREPARED FOR THE RELATED COlrlPANIES OF CAIJFORNIA 18201 VON KARMAN AVENUE, SUITE 900 IRVINE, CA 92612 WATER, FIRE WATERLINE & SEWER PLAN FOR GENERAL NOTES 1. ALLl'ftJRKOETAIL.EDONTI-lESEPLANSTOBEPERFOllMEOUNOERCONTRACTSHAll,OCEPTASOTfiERl\lSESTATEDIN Iw=coi1X~JT~~~Es~~::~~~~c2§d~s l~ ~iNBw~c~R~E81i*stRiil5Jg~s,9Bj, i~~~u~rw IN SUPPLEMENTS TO DATE. 2. EXISTINGU/i!lERGROUNDUTILillESARESHOWNASPERAVAIL.ABL£RECORDS. TfiECONTRACTORSl1Al1BERESPONSIBLE F"CR VERIF'r1NG lHE ACTUAL LOCATION ANO ELEVATION IN lHE FIELD PRIOR TO BEGINNING CONSTRUCTION or NEW FACILlllES. J. STATIONING REFERS TO PIPE STATIONS UNLESS OTHERWISE INOICA"TEO. 4. THEWALLSANDFACEOFAL1EXCAVATIONSCREAlERlHANFIVE(5)FEUIN DEPTHSl1Al1BEEFFECTiv£l.YGUARDED BYASHORINGSYS1EIA,SLCPINGOFTHEGROONOOROTHEREOUIVAL£NTMEANS. TRENCHESDREXCAVATilllSLESS THANFI\IE(5)FEETINDEPTHSHAL1ALSOBEGUARDED'M-lENEXAldNATIDNINDICATESTI,ATHAZARDOUSGROUND MOIIEMENTMAYBEEXPECTED. BAYVIEW SENIOR AFFORDABLE HOUSING 1121 BACK BAY DRIVE 5. :~:~i:~~~6sm.~l1 OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN N0~01:0 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NE\WORT BEACH S10-106-L, ANO ALL SANO USED FOR BEDOI~,:::• SHALLBEl,HNIMUMJOS.E. 7. :tt ::~ ~z~ ~~~: :~ ::E~~I~~ t~~~r°~gr~~l~~'.M~N~2A::~¥N~\&~~~1:~~~FI*~ STANDARDSf'ECIFlCATION. POI..YETH'r1..ENESHAUBETIGHTLYl'IRAPPEDANOTAPEDTOPIPEWITH1□ffll'rl:'IIN'l1...T'APE.' SOUTHWEST CORNER JAMBOREE ROAD & BACK BAY DRIVE NEWPORT BEACH, CALIFORNIA 13. THRUST BLOCKS 9JAL1 BE INSTALLED ON All WATER IAAIN RTTINGS IN ACCORDANCE WllH 11-lE CHY <D:li(i"f'ORf • .: ' 9. :~~: ::;;i;;-A~ HAVE A Mll1MUIA Cf" JS" OF COVER FROM f!NISHED SURFACE. :.,:,: •::::• 10.lHECONTRACTORSHALLNOTIFYlHEF1REDEPARTMENT48HOORSINADVANCEOFASHUTTINGOFFOFANYFIRE.°••••• HYDRANTSAT(714)6-4-4-J106. •••• 11.11-lECONTRACTORSHAL1NOTIFYTI-lEFIREOEPARTMENT48HOURSINADVANCEOFAL1LANEClOSlJRES. CITY OFNEWPOB.T BEACH UTILlTIES DEPARTMENT FIRI HYDRANTJ!LOW TEST ~~=:=~,.---- TESTNO:=Nl="~--- PROJBCt: SBNIORHOUSINGPRO'IBCT DA'IB: 02AM/2004 11MB: l:SOPlL WBA1Hlll<~CLllAR=~---- PROJECT LOCA110N: 1AMDOllBHANDBACKBAYDRIVR '.)'ESTCONDOCTBDfflR: ~Mlltl!=~SINACOJU==---------------T.l!STPPBFORMHDBY: LOREN LOW, 9TBVB smwARD, GIL OOMBZ TEST wrrN1!SSIID BY: FIELDOIISERVATIONSANDFLOWDATA STATICHYDRANI'#: lOIO l.OCAtJON: 1300BACJ:.BA.YDRIYB FIHMANUFACTURBR: .JONES NUMBBll&.SJZBOJl'OUILEnt-4• 2-2.s~ STA11C P.RBSSURE, ( Pl , psi). PRE-FLOW: c::::Ili:::] RRSIDUALPRBBSUllE, (Pr, plli)PLOWING: ~ FLOWHYDRANTI: 123 LOCATION: llOOBACKBAYDRIVH F/HMANUFACTUBRR: JONES NUMBBR.&.SIZE01C>UILHI11-4" 2-2.S' ::~=~i:.:(INFOONLY,1NOT:ollr::=): ___ _ FLOWL<llll!COl!"1CIEIIT-TIIBl!C-I.0/BU1TC-0.9 ~ PDWOAUGBIU!ADING(p,,.i~ CJL] OBSBRVBDflLOW:nmOBSBJl.'VBDPLOWPROMAHYOllAN'l'0[7n.B'l'ISC6LCULA'IBDPROM'OIB FOIJ..OWJNGBQJATION: Q,=29,1r!(Cd2).(p WHBRE; Q !l'IlmOBSIUI.VJIDFIJ:JT!llNOPM;dlS111Botm.BTDIAMS'I'BRJNO-am!; p IS'l'HBPITOTGAUGE PRBSSUllElNPSJ; .ANDC 1STHBPL0WLOSSCOJDIIIICBNT(C:zl.010R.1LOW'l'Ulll!SANDC=Q.911'01.Bt11T PLCWRBADIHG1). OBSJ!llYED IILOW (Q,, _), Dm]GPM DISa-tD.GBCAI.CS; mBDISCHARGBFOllAGIVBNl'JRBHYDJW(l'C4NBBDBTBRMINBDPROMTimPOLLOWING BQUA'rIONUSINGDmINfflAL(ffATIC)WATBRPRBSSURB.ANDntBRBSlDUAL(DYNAMJC) WA'IBllPRBSSUl.8: (P,-20)..,. Q,•Q, P,-P, '\'IHBBB,; Q (STATICORRBSIDUAL)lST.l:IBPLOWD-fGPM.AND P (STATICORIBSIDUAL)lSnlB PIBSSUABlNPSL HO'ra::AtoPSlDR.OF1SllBQUIRBDJIOR.VAI.ID"1BS'I1 CALCULATED n.ow AT 30 ,-i(Qr, ann): •IMPCJRTANTNGTe" TtlEMMIMUNBTATICDESDIPIIESIURl!~APIRI! IPRINICLER8YSTEMatWJ.BEalP PLAN INDEX SHEET TITLE SHEET WATER & FIRE WATER PLAN .c .. .t,i,~WER PLAN DETAIL SHEET NUM~ER. 2 3 4 12. ALL FLANGE JOINTS SHAlL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASl<ETSSHALLBEFIJLLFACED,ClOlHREINFORCEDBUNA-NRUBBER. 1J. Fl£XAND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL 11-lREADED PARTS ANO JOINING HARDWARE FABRICATED FR<J.1 TYPE 316 STAINLESS STEEL 14. PIPE HARNESS ASSEMBLIES, VALVE ANO ITTTING RESTRAINTS AND SHAO<:L£-Cu.MP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEi. Ali-TI-lREADED ROO, NUTS, BOLTS ANO WASHERS. CLAMPS, SHACKLES ANO OTI-lER: HARDWARE MAY BE CARBON SlEEl.S OR DUCTILE IRON WHERE APPRCPRIATE, llUT MUST BE COATED LIBERALLY WITI-lCORROSIONPROTECTIVEMASTICCOMPOUND. 15. BOLlEDC<JlNECTORSFABRICATEOFROMT'rl'EJ16STAINL£SSSTEB..SHAliHAVEAL1 TI-lREAOEDPARTSCOATEO LIBERAL1Yl'l11HANAPPROVEDANTI-SIEZECOMPOUND. 16. ALL BOLTED ANO lHREAOEO FASTENERS SHALL BE MANUFACTURED IN TliE UNITED STATES Of AMERICA AND SHAlL CONFORM TO lHE MINIMUM REQUIREMENTS FOR STRENGlH, MAlERIAL CONSlRUCTION ANO DIMENSIOO AS ESTABLISHED BYTiiEASTMANDANSISPECIFICATIONS. AllFASTEI-ERSSHAUBEACCOMPANIEDBYWRITTrNCERTIFICATIONFROM lHEMANUFAClUlER. 17.11-lECONTRACTORSHALLREOI.JESTINSPECTIONFROMTI-lEPUBLICWORMSOEPARTMENT4BHOURSINADVANC[DF PERfORMINGANY'I/ORKAT644-JJ11FORPUBI.JC\\\'.lRKS,AN064-4-J011FORUTILITIES. lHEPUBLICWORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEIAENTOF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETEFORCURBANDGUTIERSOTHATTl-lEFORMSCANBECHECKEOFORLINEAi'IDGRADEANDCOMPATIBIUTY WITI-lElCISTINGCOOSTRIJCTION. GENERAL NOTES 18. WATER LINE DISTANCES SHOWN ON lHE PLAN ANO IN lHE ESTIMATED QUANTITES ARE HORIZONTAL DISTANCES. r-------------------~--119. All MECHANICAL JCXNTSSHAU.BEINSTALLED 1'111HRETAINER GLANDS. 1.PRlalTOINSTALL.ATION,ALLREQUIREDPERMITSSHAUBEOBTAINEOFROMlHEBUILDING DEPARTMENT. 2.INSPECTIONSAREREQLJIRED:1)PRIORTOPOORING1HRUSTBLOCKS.2)F"CRH\'DROSTATICTESTING, ANOJ)FORFLUSH.SCHEOULEALLINSPECTIONS24HOURSINADVANCE.CAL1CITYOFNE'IW'ORT BEACHAUTCHATEDLINEAT949-6-4-4-J25JORGOONLINEATHTIP://M'ffl.CITY.NE'IW'ORT.: BEACH.CA.US. J.tlSTAL1ATION,INS!'ECTION,ANDTESTINGSHAL1CONFORMT01999NFf'A1JAN01995NFf'A24. 4.F1REH\'IJRANTSUPPLYPIPINGSHAlLBEAMINIIAUMOF61NCHESINDIAMETER.TttELOWEST OPERATINGNUTSHAU.BEAMINIMUMOF'18"ABOVEGRAOEAND1HEHYllRANTFLANGESHAL1BEA MINIMUM OF 2" ABOVE GRADE. 5.rlREH\'IJRANTSSHALLBEAMINIMUMOF.OFEETFROMAUSTRUCTURES.AKE'tEDGATEVALVE SHALL BE PR0',-1DED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS. 6.ALLPIPES1--IALLBEAPPROVEDFORUSEINF1RESERVll'.I:SYSTEMS(CL.ASS150MINIUUIA).CLASS 200PIPESHALLBEUSEDWllERETl-lEPRESSIJREMAYEXCEED150PSI. 7. Ali FERROUSPIPEANDFITTINGSSHALLBEPROTECTED 'MTI-l ALOOSEB-MILPOLYETI-lYL.ENE"IUBE. 1HEENDSOFlHEl1.IEIEAWSPLICESMADEFOR"l"SOFOTHERPIPINGCOMPONENTSSHALLBE SEAtEDl\lTI-l2"TAPE,APPROVEDFORUNDERGROUNDUSE.GALVANIZINGDOESNOTMEETTI-lE REDUIREt.1ENTSOFTI-llSSECTION.ALLBOllEOJOINT5SHAL1BECLEANEDAl'fOTHOROUGHLYCOATED l\llH ASPHALT OR OlHER CORROSION RETARDING MATERIALArlER ASSEIABLY AND PRIOR TO POLY-TUBE INSTALLAllON. 8.A12"BEDOFCI..EANFll1SANDSlALLBEPROVIDEDBELOl'/ANDABOVETHEPIPE(TOTAL24"). 9. ALLBOLTSUSEDF<l< UNDERGROUND CONNECTIONSSHAlLBE STAINL.ESSSTill. 10. A MINUUM OF JO' OF COVER, FROM FNISH GRADE TO 11--IE TO? Of" 11-lE PIP£, SflAll BE PROVIDED. l'ltlENSURFAl'.I:LOADSAREEXPEC1ED,AMIN[MIJMOFJ6"COVERa!ALLBEPROVIDE0.1 11.lHRUSTBl.OCKS.OROTI,ERAPPRDVEDMETHOOOFTHRUSTRESTRAINT,SHALLBEPROVIDEDWllEREVER PIPE CHANGES DIRECTION. 12.THETRENCHS'rlAllBEEXCAVATEDFORlHRUSTBLOCKSANOINSPECTEDPRIORTOPOOR.Ali CORROSIONPROTECTIONSHALLBEINPL.ACE. 1J.AHYDROSTATICTEST(200PSIFORTWOHOURSOR50PSIOVERMAXIMUMSTATICPRESSURE, 'MilCHE'o£ff IS GREA"TER) SHALL BE WTNESSED BY AN NBFD INSPECTOR. lHE lRENCH SHAll BE BACK-FILLED BEJWEEN 11--IE JOINTS TO PREVENT MOVEMENT OF PIPE. 14.THESYSlEIASHALLBETHOROUGl-!LYFI.USHEDBEFORECONNECTIONISMAOETOO\r£RHEADPIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIPE UNLESS OlHER\ldSE APPROVED BY THE NBFDINSPECTOR. NBFDINSPECTORSHALL\\1TNESS'!liEFl.USH. 15.PRIVATEHYCRANTS,SPRINKLERCONTRa..VALVES,llETECTORCHECKASSEMBUES,POSTINDICAnNG VALVESANDFIREDEPARTMENTCONNECllONSSHALLBEPAINTEDOSHARED, 20. Ca-JTRACTOR SHALL VERIFY DEPTH AND LOCAllON OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT Of Ca-JSTRUCTION. 21. THE CONlRACTOR SHALL INSTALL ON NEW PVC WATER MAIN A 10 GAUGE INSULATED TRACING ~RE PER 11-lE INSTRUCT10NSFCRUTILITIESREPRESENTATIVE.LORENLOVE(949)718-3410. 22. All SEWER PIPE SHALL BE BEDDED PER CITY OF NE'M'ORTBEACH ST0-106-L 23. Ali SEWER LINES TO BE OWNED, CPERATED, ANO MAINTAINED BYlHE CITY OF NEWPORT BEACH SHAll BE ',-1DEO INSPECTED AF1ER CONSTRUCTION BY 11-lE CITY. ANY SEi'ER LINE FCX.11-1> TO BE INSTAillD INCDRRECTl.Y, DEFECTIVE, OAMAG£0,0ROTHERl'l1SECOMPROMISEOSHAL1BEREPAIREO/REPL.ACEOANDREINSPECTEDPRIORTOAC~TANCE. CONSTRUCTION NOTES @ ~~Ag; ~~~Wf ~~HIN~~6~□Hg~A~~~r_p1NG SLEEVE AND GATE VALVE PER 0 ~~Ag; t~:iWf rt·~ ~A~~:6 ~,~\!~4~~PL~JJG M&:n\H 0~~1~l ~ ;fR PARAU£L WITl-l BACK Of SIOEWAL.K AND VAULT TO BE 12" CLEAR Of BACK OF WALK. ® ~E5ilAc~TY4~FR~W~fi:A~~sff~~~~tLs%:~J:.Y[_ PREl/cNTION ASSEMBLY~ 6 CONSTRUCTTl-lRUSTBLOCKPERCllYOFNE'M'ORTBEACHSTANDAROSlD.-5\0-L-A. 7 INSTALL4• AlERSHUT-QfFVAL INYAROBOK./n --. In 9 INSTALL4 RESSUREREDUCINGVALVf.ASSEMBLY. IIBE....WAIEB @) INSTALL 10" WATER MAIN TAP INQUOING HOT TAP. TAPPING SLEEVE. AND TAPPING VALVE, ETC. PER CITY Of NEWPORT BEACH STANDARD STll.-507-L. @) ~:A}~J;R~iis9:•J~:Jiirn~A~~:: =ArnrJWT~ M.J. DIP (CLASS 52) FITTINGS fil @ ~fiAM-J;Rfu~~9~\~~~JiiP~fA~E}/~[ ~A~OT~D M.J. DIP (CLASS 52) FITTINGS fil @ ~:A:J~;~~~-gfiHi~~io~T ~~icit~~~E D:~~R~t:?.1/ED M.J. DIP (CLASS 52) FITTINGS.£ @INSTALL WET BARR'c:L FIRE H\'IJRANT ASSEMBLY AND VALVE PER aTY OF NEWPORT BEACH STANDARD STD. 500-L. @CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH STANDARD STll. 510-L-A SHOWN ON SHEET 4 DIPF1RESER',-1CE. I l( S"F.E. £_ ;:i 16.All.CONTROLVAL\JESSHALLBELOCKEOINTHEOPENPOSITION.VAL\o£SSHALLBEMONITIJlEOIF1HEY CHECKBACKFLOWPREVENTIONASSEMBLY ½ SERVE 100 OR MORE S?filNKL£R HEADS. RT BEACH SlD.-517-L SHOWN ON SHEET 4 @1NSTAl1B0 WAFERCHECKVALIIEPEROETAILONSHEET2. I:' 17.CONTRACTORS1iAL1PROVIDETOrlREDEPAR™ENTACOMPl.ETED"CONTRACTOR'S1.4ATERIALAND @1NSTAlLU.LAPPRO'v'EDANDF1REDEPARTMENTAPPROl/cDFlREDEPARTMENTCONNECTION i ~Eg~~~~D~:g?~:u:A::~Gfo :1~~0~;g~~1:;o~: Tit.£ OF FINAL roe AND ON roe, Ali TO THE SATISFACTION OF RRE OEPARThlENT. SIGN TO BE PER QTY STANDARD F-1. :;; 18. PROVllE SIGN ON FOC IN ACCORDANCE 'MTI, NEWPORT BEACH FlRE DEPAR'FMENT STANDARD fF-1 @) ~~:~l~N l~A~~ VALVE PER CITY STANDARDS. ~ 19. EXCAVATIONS IAAY ENOOJNTER ARCHAE<X.OG!C/PALEONTOLOGICAL DEPOSIT SllES. REFER TO ® &°-l?~U~"C:tWE~fr~iD~i ~!Jm_~ETER 'MlH CONCRETE METER BO}( PER & I :;"J: ~~~Tc~~ s_:~Jctg~ ~~ R~: :~bR0':;~~A~~~ ARE TO BE IMMEDIATELY ® INSTAli 2" BACK FLOW ASSEMBLY FOR IRRIGATION. ~ --------.--.---.-------1:=~~""""'""""""""'~=-----------l· PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. ewa Engi,wars .t Land STJ.nJfl'/J(1f'II 265S,ANITADRIVE,SUITE111 ORANOE,CA92868 PHONE:(71-4)935-0265 FAX: (11-4) 935-0106 APP'D. ..... \ITT "' ...., BAYVIEW SENIOR HOUSING WATER. FIRE WATER LINE & SEWER PLAN TITLE SHEET (CLASS52)FITTINCSfr-,_ (CLASS 52) FITTINGS fil P(CLASS52)FITTING~ FF ~TICETOCOKTJU.CTOR Tt1E COIITR.ICTOA Sf~U.~SCllUIINTllE TRUE VERtCALANllHORIMTAllOC.t.TION~DSIZ[Ol"!il ununts,PIPES,A!lD/ORmUCTUllrSAlilSlfAU.IE RC~SlitEFORCAM.1.CEJOl,)('(PUBUCORPruVATI: tmUTIES,SHOWHOl!NOTSHOWNHCROON. 25.00 s j ~f----=-; ~--~-~ ~8!!'!__:~ L-~~~.L ~ - POINTOFCOON£cl-10N _# w w _r:::__ I &, 4i" -GRAPHIC SCALE k.-.-U-J Dale of Design Survey: February 2002 PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil E11ginee-rs &: Lar,d surveyors 265 S, At{ITA DRIVE, SUITE 111 ORANGE, CA 92868 PHONE: (714) 935-0265 FAX: (71-4) 935-0106 Al'P'O. DESIGNED DRil.WN WIT m """" BAYVIEW SENIOR HOUSING WATER & FIRE WATER LINE PLAN CONSTRUCTION NOTES @PLACEB"S00-35PVCSEWERPIPEPERCITYSTANDARDS. @PLACE6'SO!H5PVCSEM:RPIPEPERCITYSTANDARDS. @)INSTALLSEWERCLEANOUTPERCITYOFNEIWORTBEACHSTANOARDST0.406-L. @)INSTALLMANHOLEPERCITYOFNE\\PORTBEAQ-ISTANDAROSTD.401---L. Im.oo) TC =(XISTI~{, ELEVATION '27.COTC =OTSIGNELEVAII~ -CT\'-•CAlllETVLINE -E-=CLECffi'CALLINE -G-=:;,\SUNE -Ql-GB-=GRM)EBRW:LINE SYMBOLS A rmHYDR/Jlr o----0 STREETLIGlff O<! TRAFFICSIGNAL ~rRAFFICSl:;NALARMl<POLE ¢ LIGHT STANDARD E--GUYW'RE&ANCHOR wmRMETER ea □ -R::-R-:~:~;HINE ~ SE'IIER Wl~IIOLE STOR~OOAINl!ANll'.:U TELF-0.El'AfHl.E 1Mlll1~1 F SE\l'cRCLEANO'IT =~= ::;;:~:?F ~ 'fl [i!9 © ® ® ® (j) LAH)SU.PED AiEA PROTECT IN PLACE REIK.lVEl,NDDISfOSEO"FSITE PLaTABLE E~SEIIENT I TE~ No.PER TITLE REPORT -(427.C]-EXIST.CONTOUR ~f---DFSIGNCONill\J!l GRAPHIC SCALE ·~----u--1' ( IN FEET) 1 inct,, -20 ft ~~l 111 If I I [l 11 l·i·mJ filOINV ~-s =========-'_-,--===-=--=-••_, -,.--,--~---' ===--;=-=-=--=-=-=------s=t:l=~~--,--;;I JAMBOREE ROAD ----------___ ____1 ___________ _ NOTICE IQ CONTRACTOR nrE COIIJIIJ,ClllR SH~Ll ASCE!ITI.IH ffi[ TRIJE: VOOICAL AHD H011ZOKTAL UIC~TIOH AHD ~Z! OF IJJ. =~'Jt'"~111Ill0G\~We~0o;~v.M: UTIL!TltS,S>1DWNCRNOTSHOl'fHHEREON. ------,------•------, ~, ,rF10V,·.,01ssu. iv:_~----0"'·---- DotaofDeslgnSurvey: Februory2002 PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. 11----+--h---------+------I Ci:'-lil. Engineers &: Land Suruey()'l"s 265 S. ANITA DRIVE, SUITE 111 ORANGE, CA 92868 PHONE: (714) 935-0265 FAX: (714) 935-0106 APP'D, DtSIGNfD DRAWN "' ·~ BAYVIEW SENIOR HOUSING PRIVATE SEWER PLAN a, PLAN PREPARED FOR THE RELATED COMPANIES OF CALIFORNIA 18201 VON KARMAN AVENUE, SUITE 900 IRVINE, CA 92612 bo,to,\ffantl ..... 5UHU-I. ,;J,ild-V-OAlaaiofa>n=o-1>0, llno"lloh....,,.J'l<11or, ¼•<loop, ~~,~ ~ _l) ]]ll"'sill------'l, 1__c,-"-'ls ~ ~II ® I_ .. ~-e---------~""',;::::.=•::L-1----- ... p.,.,..,,...pl••- CQNSJRJKJJQN NOT'ES! 0-Cf?-: ::::;;::;::-~~,;.:::;: @ li'~!l,•docriJo-h\dtsnlbory,1"'"'-'"''9 @-;i,,,,hyd,:ncsh;llbel;"'°"' 0',!">21!." Jano,,-,Tlll). Hvdm,I ,lull ho<qu.lppod-1""-0DRIW mcwl,lo<oand1•1W-p0o>llolc~"'<br....Jocon1.-isl&llighdenslly..,,..._•..,b"""" 6"<4">lW'>:lW}<>'IOS~hJd<>Dlor6'"4"M'llM'.lmo>~i,,-,._ @----(1,fl b'""i..hiehf<lo,"'n-~n1~1t.VFC.c.antpaor..-caro~oo,olvcl•n1. @D=k-:1.,.ybcll,,11<1fbngepskoi;6lml,p;t1cem. {i)-c--c..tbrorw:t,p=dh,..1-0Ulk,cap. Fmllcap,are>Ul<llyp,<>hiblled. ©o.-"'-cbl..;.p..-STD.;I0-1.-A. ~: 1.0,p,&opo"""s..J~st<=•hall"'-""'\l."p<ei•llgm,ll~ .. g ..... l.All!i,ng<bol~sliallbe1\'1"'3lli""r,,l°",...i<O>ledWllh•nll-"'"'l''""'d(exc,pl'flloteatherwl,o00<cd).. J. l'li,.Rn,hy<lrantwttblcm1S<l1..i...,1iu..,-oJ766pa1.,_ CITY O!J,~~ BEACH Wet Barrel Fire Hydrant #,,J!fU. n .. ~ STD·SOO·L DETAILS TiiRUST BLOCK BEARING AREAL x HIN SQUARE FEET " " CITY OF NEWPOR,r BEACH Thrust Blocks STD-510-L·R PLAN PREPARED BY: PLANVIEW, nottoscale CITY O!.., NEWPOR£. BEACH Double Check Detector Backflow Pre:ventton Assembly a.a,.,_....!!!!_ ...l..m.~ STD-517-L JOSEPH C. TRUXAW AND ASSOCIATES, INC. 11------l---h----------+-~ Cillil E,,ginelml ct Land Sffl'l/eyors 2.65S.ANITADRIVE:,SUITE111 0RANGE,CA92.868 PH0NE:(714)935-02.65 FAX:(714)935-0106 APP'D. DESIGNED ill -::::• ,::::- .. :. ~ a!YCFNEWFDRTEIEPDalUtUl.lGDEPMlnlENT ~ BAYVIEW SENIOR HOUSING WATER, FIRE WATER LINE & SEWER PLAN DETAIL SHEET il't\3 ~