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HomeMy WebLinkAboutS_5262_S.. CITY OF COSTA MESA PRO JECT LOCA TION CITY OF IRVINE / ,~-i ·\ ·--, . / WATER AND SEWER IMPROVEMENT PLAN NEWPORT TRACT NO . NT2005-004 (TEN TATI VE TRACT MAP NO . 16882) CITY OF NEWP OR T BEACH, CALIFORNIA GENERAL NOTES: ALL WORK DUA/LEO ON TN£S£ PLANS TO 8£ PERFORMED UNDER CON/RACT SHAU 8[ CONSTRUCTED IN ACCORDANC[ WITH ff/£ "STANDARD SPET!FICA TIONS FOR PUBLIC WORKS CONSTRUCT/ON", 2003 EDITION AND SUPPLCMENTS TO DATE, EXCEPT AS OTHEf:WISE SIA/ED IN if-it CITY'S SIANDARD SP!:CIAL PROVISIONS, OR IN iHIS CONTRACT'S SPECIAL PRO\IIS!ONS, 2, EXISTING UNDERGROUND UTIL!T/[S ARE SHOWN AS PER AVAILAR/I RFCOROS, TH[ CCI/TRACTOR SHALL ~[ RESPONSIBLE FOR VERIFYING /Hf ACTUAL LOC/1f!O/J AND fl.EVAT/ON IN T,'-/[ F!ELD PRIOR TO BEGINNING CONSTRUCTION, J, ALL EXPOSED CCNCRE.TE 5U,R0~CES S,'IALL CONFORM !N URADC COLOR, D!MCNSICN, AND '71//SH TO ADJ0/11/IJG IMPROV[M[NTS. 4, P.CC. SHALL BE CLASS 560 -C-3250 5. CONTRACTOR Sf-1ALL ADJ'UST C(!Y UT:LITIES (9.~'-WATER VAL.VFS, SCO, SURVC'f MCNUMENTS; SEW£!? AND STORM DRAIN MANHOLES) rRAMES AND COVERS TO FINISHED GRADE, ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRAD[ BY CT!IERS, 6. PROPOS[O PAV[MENT ANO CURB ANO GUTTEJI SHALL JOIN ANO MA,C'·I LINC ANO Gf/AOE OF EX/STING !MPROVE.MCNTS UNLCSS !ICTCO CT!IERW!SE.. 7, ANY DISCREPANCY IN THE DF:A Vll'IGS OR SP[C/F!C/,T/QNS SH~LL BE CNLED TO THE ATTENTION c!F TH[ [NG/NEER, FAILURE TO DO so WILL PLACE R[SPONS/Bl!!TY ON TH[ CONTRACTOR ro,q CORRECTION. 8, Alff WORK NOT !NDiCATEO ON THE DRAW/I/GS BUT C/1LLED ,DR IN Tl 1E SPECIFICATIONS, OR !//CE-VERSA, SHALL BE FU,~N/S//£D ANO PE,Y!ORMEO AS !hOUG'!-/ SPECIFICALLY INDICATED AND CALLED roe IN BOTH, ANY WORK NOT !NSTALLEC ACCORDING ro DRA WINGS MID SPECIFICATIONS OR ORDINANCES ANO LAWS SHALL 8£ !?[PL/CED AT CONTRACTCR'S [XPENSC SEWER NOTES: i . TI/F CONSTeUCT/ON or ALL ,0 UBL!C IMPROVEMENTS S!IALL CONFORM TC TN[ RCQJ!REMENTS or Tl![ NEWPORT B[ACN CONSTRUCT/ON STANDARDS, STANDARD SPECIAL PRO/IS/CNS, DESIGN CR/Tf.RiA, STANDAF:O CRAW!NGS NID Tl-/[ "ST,41/CARD SPECIF!CAT!ONS ,OR PUBLIC WORKS CCNSTRUCTICN", :iOOJ COIT/ON AND SUPPLEMENTS. 2, STATIONING RUTHS TO CENTEliUNE OF GRAVITY SE.I/ER, 3, EX/Srt!iG UNDERGROUND U/!L/T/[S MIE SHOWN AS P[R AVAILABLE RECORDS. TN[ CONTFIACTOR SHALL 8[ RESPCNS!BLE FOR VERIFYING TH[ ACTUAL LOCATION AND fl.FVAT!ON IN THE F'!ELD P,'l!OR TO BEGINNING CONSTRUCT/ON. 4, ALL EXPOSED CONCRtTE SURF~CES Si !ALL CON/.01?M IN Gf?AOE, COLOR ANO FINISH TO ALL ADJOINING CURBS ANU 1/IALKS. 5. TH[ CONTeAClOR SHAU REQUEST INSPECT/ON f-,'IOM THE PUBUC WORKS DEPARTMENT 48 . .'/OURS IN AOV.'NCE Of PERFORM/NG ANY WORI< AT 949-644-33/ ;, T'-/£ PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOT!FIE.D AFTER PLACEMENT Of mF:MS AND PRIOR TO PLACEME.NT or AIU CONCRETE so TI-/AT Th[ FOHMS CAN 8[ CN[CK[D FOR LIN[ AND GRADE AND COMPA T!B!L!TY WITH EXISTING CONS/RUCTION, 6, THE W4L LS AND [ACE or ALL EXCAVATIONS GRE!TER THAN fNE (5) ,'UI IN D[PT,'I SI/ALL BE [Ff[CT/Vt LY PHOT[CT£D BY A SHORING SYS /EM, SLOPING OF THE GROUND OR OT,'IEP EOUI\IALENT MEANS, TRENCHES OR EXCAVATIONS LESS THAN F!\E (5) F[CT IN DEPT/! SHALL ALSO BE PROTECTED ~HEN INSPECT/ON INDICATES THAT HAZARDOUS GROUND MO'IEM[NT MAY 8£ EXPECTE D, 7. TH[ CONTT/ACTOR(S) S!1ALL OBTA/1/ A PERMIT TO PERFORM EXCAVATION O.'I T,9£NC!-! WORK, AS DESCRIBED ABOVE, rROM CAL-CSHA. 3, SLOPE ANCH0,9S S/-!ALL B[ PRCV/O[D IN TREIJO!ES IN ACCORDANCE WIT!! CNB STD-314-L. 9, ALL SEW[,9 LINES TO BE OWNED, OPERATED AND MAINTAINED 8'( THE CITY' SNAU BE v'lOEO INSPffTEO AFTFR CLEANING, PUBLIC WORKS NOTES: !. fiN APPROVED ENCROAU/MENT PERMIT IS REQUIRED FcJFI ALL V!ORK ACTIV!TIES W/Ti-f/N Tiff PUBLIC mG,'IT OF WAY 2, A PUBLIC WORKS DEPAr/TMCNT [NCROACl!MCNT P[RM!T !NSP[CT/0/J IS REQUIRED BErORE TN£ BUILDING DEPA,9TMENT PERMIT FINAL CAN BE ISSUED, AT Tl-/£ TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF A!IY or TN[ [XISTING PUBLIC' IMPROV[M[NTS sueROUND!NG THE SITE iS DA MAGED, NEW CONCRETE SIDEWALK, CURB AND GUTT[,9, AND Hi.EY /STREET PAVE.MENT WiLL BE REQUIRED ANO 100% PAiD BY THE 0//NE.R, SAID DUERMINAT/ON AND THE EXTENT OF THC REPAIP WORK SHALL BE MADE AT THE DISCRETION OF THE. PUBLIC WORKS INSPECTOR. 3. ALL WO,RK RELATED TO WA TER IN THE PUBUC R!G,'!T-OF-WAY S,'!ALL BE PE.eFOPME.O BY fl C-34 LICENSED PIPELINE CONTRACTOR OF/ AN A LIC[NSED GEN[,9AL ENGINEERING CONIRACTOR, 4. ALL WOP.K RELATED TO WASTEWe TER IN TNE PUBLIC RIGi-lT -OF-VIA Y SNALL BE PERFORMED BY A C-42 LICENSED SA/JITATION SEW[P CCNTRACTOR OR AN A UCENSED GEN[,RAL ENGINEERING CONTRA :.TO.I?. V ICINITY MAP AIR T[STING AND IJANORILL!NG. ALL VIDEO iNSP[CT!ON SHAU. BE PERFORMED BY Ti/£ CITY UT/UT/CS DEPARTMENT, ANY 5CVIER i.lNE 1CUND TO BE INSTALLED !NCOR,qEC!LY, CEFECT!'I[, DAMAGED DR OTHERWISE COMPROMISED SHALL BC REPAIRF0/,9EPLAC[O AND R[!NSPECTED, INCLUDING AIR TEST, MANDRILL MID VIDEO, PR/OR TO ACCEPTANCE, THE CONTRACTOR SI /ALL PAY THE CURRENT RATE ESTABL!SH[O BY T/1[ CITY FOR AOO!TIONAL V!OCO INSPE.CT/0/15, SY MBOL LEGEND .pp POWER POLE Q SMH SANITARY SEWER MANHOLE 'ti FIRE HYDRANT D WM WATER METER BOX □GM GAS METER --®--VALVF. -x-x-x-FENCE BLOCK WALL 0 TREE ...&L.D,t,..!.ll.-"L ASPH ALT PAVEM ENT ----EXISTING CONSTRuc·noN -----PROPERTY LINE NEW CON STRUCTION ~--1---CENTERLINE --s---· EXISTIN G SEWER LINE --W---EXISTING WATER LINE --G--GAS LINE -OHE -OVERHEAD UTIUTY LINE CJ SIGN UNDERGROUND SERVICE ALERT (;<fOSf If ~"~o U:~~ ~\ Cai/Joi/ FF:E[ ( I , ·~ ~ ) 1 --800 ~/ 422-4133 TWO 'I/OR.KING DAYS BEFORt YOU iJ/G "CAUTiON": Remembe.~ thaf U1e USA Ce nt!:!r notdies only those utiliti~s beionging _lo the cente,~. There could be othe.~ utfld1e: orf!srcnt at the work sifr:. The center will '1nfcrn: .,vou of w.1:om they will notify. NOT TO SCALE ABBREVIATIONS AC ASPHALT CONCRETE AB AGGREGA 1E BASE BC BEGIN CUR VE CATV CABLE TV CMS CRUSHED MISCELLANEOUS BASE CMP CORRU GATED METAL PIPE DIP DUCTILE IRON PIPE DWY DRIVEWAY EC END CURVE FE FLANGED END LF LINEAR FEET MJ MECHANICAL JOINT N NORTH PCC PORTLAND CEMENT CONCRETE PVC POLYVINYL CHLORINE (PIPE) RW RESILIEN T WEDGE R/W RIGHT OF WAY sco SEWER CLEAN OUT SD STORM DRAIN SW SIDEWALK VCP \HRIFIED CLAY PIPE BASIS OF BEARINGS /HE 8£\R1NGS SHOWN di.REON ARE BAS[O ON THE BE/WING fJITWffN 0, CS HORIZONTAL CONTROL STATION CPS NO, 6292 AND STA TION GPS NO, 5295RI BEING N68'25'36"W PER RECORDS ON FIL[ IN THE OfFlC[ Of THE ORANGE COUNTY SURVEYCR. BENCHMARK OHAIIGE COUNTY SURVEYOR BENCf/ MAe.~ NO, TIDAL -1 ELE:1/ATION: 10. 19C DATUM: NAVO 88, 1995 O.C.S. ADJUSTMENT WA7FR NOTES: /. ALL WORK SHA!.L CONFORM TC THE CiTY OF NEWPORT BEAU/ "DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS & STANDA'/{) or,A WINGS FDR PUBLIC WO/iKS CONSTRUCT/,)!/" 2004 [{)IT/ON, AND WHERE APPLICABLE, THE STANDARD SPEC!F'!CAT!ONS FOR PUBUC /IORKS CONSTRUCT/QI✓ ('G'REENBOOK") LATEST f.DIT/CN ADOPTED BY THE CITY or NU/POHi BEAC!-1, 2, EXISTING IJNOERGROUND UT/UT/ES ARE SHOWN AS PER 1WM.ABLE RECORDS. THE CONTRACTOR SHALL B[ RESPONS!BLC FOR V[RiFYiNG T/i[ ACTUAL LOCATION, ANO ELEVA T!ON IN Tl-/[ FIELD, PH/OR TO BEGINNING CONSTRUCTION. J, 4, 5. 6, 7, 9. STA T!ON/NG REFERS TO C[NTff/UNE OF '::TFICCTS ANO IS PROVIDED FOR .REFE.RENcE ONLY UNLESS NOTED OTHERWISE THE. CONTRACTO.'? SHALL REQUEST INSPECT/ON FROM THE. PUBLIC WORKS ANO UTILITIES O[PAF:TME!ITS 48 HOUHS IN ADVANCE CF ANY WORK IN THE PUBL1C R/W TH£ PUBUC WC.RKS PHONE NUMBER IS (949) 644-331 1 AND T,'![ UT!i..!T!ES DEPARTMENT P,'!ONE NUMBER iS (949) 644 -3077, THE CONTRACTOP SHALL VERIFY AU .. EXIST/NG GRADES COMPARED ro PRO,POSE GRADES PPfOR TO INS)A LLNG WATER MAINS OR POU.Fi/NG CONCRETE. IF' A DISCREPANCY !S APPARENT BEJW[[N F![LD COND!TIONS AND WI-/AT IS 'ND/Ce TED ON iHC PL4NS, 1//E' CO/TRACTOR SHALL CONTACT THE DE.S1GN ENGINEER FOR RESOLUTION. ALL EXPOSED CONCRU[ SU~FAC[S S'!ALL CONFORM IN GRAD[, COLO,R, D!M[NS!ON, ANO FIN/Sil Wm-/ ADJOINING iMPeOVEMENTS ALL REINFOPC!NG Sff[L SHALL Bf G,9ADE 60, EPOXY COATED, CONFORM!/JG TO ASTM A775 A/vD 03963. ALL PIPE SHALL BE BEDDED PER CITY OF NE WPORT BEAC/-/ STD-106-L. ALL SAND FO,R BEDDING SJ/ALL /!AVE. A MINIMUM SE JO. ALL WATE,? MAINS SHALL ,'/AV[ A MINIMUM COVER or 36" FROM FINISHED SURFACC ALL WATEl? MAIN FITTINGS SHALL BE DUCTILE /PON MCC,'!ANICAL JOINTS W/Tli ,9£TA!Nff/ GLANDS UNLESS SP[C/f/£D OTH[RIIIS[, FITTINGS SHALL CONFORM TO AW/IA STANDAl?DS C-104, C-11 0, C-11 i, & C· 753, ALL WATC,9 MAIN FITTINGS SHALL HAVE All 8 MIL LOOS[ POLYCTHYL[NE ENCASEMENT PER SECTION 207-9,2,6 OF T!IE CITY STANDARD SPECIFICAT!DNS, TH,,'UST BLOCKS SHALL BE INSTALLED CN ALL WATER MAIN FITTINGS AND VALVES IN ACC0,90ANC£ WIT/I CITY STD-5/0-L (A,B,C,D&E) AS APPLICABLE, F/EGARDLESS OF Wr/ETl-iEH /HEY APf 51/CW'! ON THE PL/NS. 10, TH[ CQNTRACTOR SHALL NOTIFY Tl-IE CITY or NEWPORT BEACH F!RE OE0ARTMENT 48 HOURS IN ADVANCE or SI/UT DOWN OF ANY F'/RE 1-/YDRANTS. TH[ CONTRACTOR SHALL NO itrY Th[ c,;y FIRE DEPARTMENT 48 HO'JRS IN ADVANCE OF ANY TRAFF!C LAN[ CLOSURES. I I, /H[ CON!IIACTOi? IS TIESPONS!BLE f'O li ALL WATER MAIN DEWA TERING AND DISPOSAL ACCORD/NG TO LOCAL AND REGIONAL PERM/IT/NG REQUIREMEN ! S AND DISCHARGE. ,~[GULi TIONS 12. ALL HARDWARE ,COR FLNIGED JOINTS, HAliNESS ASSEMBLIES, EITTING RESTRAIN TS, TRMIS/TiON COUPLINGS, MECNAN!CAL JOINT HARWARE, AND FASTENERS SHALL BE THFifADED FASTENERS FABRICATED FROM 316 STAINLESS STEEL AND COATED UB[RALLY WIT/! AND APPPOVW ANJ/·SEIZE COMPOUND. /3, ALL FLINGCO JOINTS SHALL 8[ JOINED W!Ti-1 CLOTH REINFORCED BUTA-N RUBBER FULL FP,C[D GASKETS 14, SAN!TA,9Y FACIL!//E.5 Sr/ALL 8[ MAINTA INED ON !HE SITE DURING THE CONSTRUCT/ON PERIOC, /5, WALLS AND FACES OF [XCAVAT!ONS GREATER Tl/AN 5 FEET !N DEPTH SHALL B[ EFFECTIVELY PROTECTED BY A SHORING SYSTEM, SLOPING OF Tl-IE GROUND OR OT!-/ER EOUIVALENT MEANS /RENCH ES OR EXCA 1/A 7/0NS LESS T,'IA N 5 FEET IN DEPTH SHALL BE PF/0 /ECTlD WN[N INSPEC/!CNS !ND/CA TE T,1-/AT NAZAROOUS GROUND MOVEMENT MAY BE EXPECTED, 16. Tl/£ CONTRACTOR SHALL INSTALL 1/1 0 GAUGE !NSULATE.0 TRACER WIRE ON ALL NEVI PVC W4TER MAINS, CONTACT CITY UTILITIES RE.PRESENTAT!VF ALEX SOTC AT {949) 718-3410 FOR /NST.4LLATION INSTRUCTIONS. /7, THF CONTRACTOR SI-/AU CONTACT ALEX SOTO (949) 718 ·,34:0 OF T!/£ UT/UT/CS OCPARTM[NT REGARDING UT/L/T'f POT/-iOL/NG THeOUGHOUT THC DUF/A T!ON OF Ti-IE PROJ[CT, ClfY Rl:Vl[W 6/23/2016 6/23/16 ctLETE 4N 00M£.sr1c WATER srnv1CE/MITER AND ADDED n-vo-r coMcsrrc WATER S£RVi'C[/\.IOERS 5/3/16 NO. DE::SCRIPTION DATE: APPRD. t /0, TNE. CONT:r?AC'TOF? SHALL NO TIFY THE fi,P,E OEPARIMEN! AT 949 -644-3106, 48 HOU.RS IN ADVANCE CF SHUTTING DOWN ANY F/P,£ HYDRANT i 1. THF FiR[ D[PARTMFNT SHAil BE NOTIFIED d8 HOUF?S IN ADVANCE or ALL STREET TRAFFIC LIN[ CLOSURES i 2 If![_ CONfr:ACTOR IS RESPONSIBLE FOR ALL TRENCH DEWA TLR!NG AND DISPOS:4L ACCORDING IO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS, ESTIMATE OF QUANTITIES CONSTRUCTION NOTES: (11-----INSTALL 10" VCP SCWE.R WIT.'! BEDDING, BACKFILL, AND CCNC,9U£ TRENCH RESTORATION PER CiTY STD 105--L---"B AND STD ! 06 --L @--CONSTRUCT 48" DIA. STANDAF:0 MANHOLE PER CIT'l STD, 401-L (~ CONSTRUCT 48" DIA. CROP MANI/OLE PEI! CITY STD, 403-L , '-~y-y-y-y-~ ' ' y-y-y-y-y ~,,y-y-y-y--Y-Y-Y")(f '""'\ // ', 4)---JOIN E1!STING BRICK DROP MANHO/L ,9ECONSTRUCT BASE AND UPS!ZE, SID[ INLET TO /0" p04t,erER, J. ' ·. ~...>,,_>,,,,>-..,>-..,.,,,,,~,~~J.,_),.J,.~_)..J,.,_.A->,,,~~ ®----INSTALL 4" VCP SEWER LITERAL AND CLEANOUT (AT PROPERTY LINE) PER CITY STD~40~L BEDDING, BACKFILL, ~~~~~~~~µ/00~~~~/~0o~·-?L~r~~,~~~~~~~ ;),1' (s)--(!£MOVE !NTE.liFERR!NG POR TI ON OF EXISTING 6" ACP WATERLINE AT NEAREST JOINT AND PFIOPERLY DISPOSE /__ __ : ___ ~",.._,),.,_.,AJ,,J,,J,,,,.,A,,.,A,,.,A,,.,A,,.,A-.A,J,,J,,J,._.)',._.)',._.)',._.)',,__),,__),,__),,__),,,_;,__,;,,__,;,,_;,_;-...,;-...,;,-.,,,,_,;""""""'--"'-""-'"'-'-'"-".,,_,,,, ~ REMOVE INTERFERRING PORTIONS or EXIST. / O" VCP SEWER MAIN, (j)--PLUG ABANDONED 10" S[W[R MAIN. ~ REMOVE INTERFERRINC PORTIONS CF EX/ST, 8" 'ICP SEW[,!? MAIN @---REMDV[ [XIST!NG 11'liTER MUER CAP ANO ABANDON [XIST!NG WATER SERVICE AT MAIN (CORPORATION STOP). ~ REMOV[ EXISTING S[WEe MANI/OLE ,,,,,),1P;;::;::;:=-,,~INSTALL PRIVATE SEWE.R &ACKWATE.,9 VALVE ON PRIVATE PROTERTY (NOT TO BE MAINTAINED BY CITY OF NEWPORT BEACH) ~<Y"Y"'Y"'Y"'Y"'Y,.Y'Y'"•0 ~ NOT USED "\ ~~~~~R~~~~~~~~~~~~~~ 15>---NOT USED r y-v-"{""Y'Y-Y-V-V-""v'"'V'"'V'"",/"'V"'V"'V""v""V-v....,,,_,,,,""V"'v"'o"'o""'V""'V"""V'"'{"Y~Y"". /,\~ ;~:;~~£:•'CM ~C, DOUBLE CHECK DETECTOR ASSEM LY PER CITY STD 517-L , ~ ¥ f;!_?;__>,,_,;,,,_IIJ)!}!E,[_D .~ ~]>----INSTALL 6" PVC AWWA C-.900 CL305, DR14 WATER PIPE. RESTRAIN ALL JOINTS. • (2rl--~~p Vli_,,,12"X6" TA~~GE TA PPING VALVE PER CITY STD, 507-L (~/ • 'NOT USED '{""Y "'Y"Y"Y"" "Y-Y'Y"'Y"YYY"Y~ ',/:;·__ , u~~_,,,_,;,,_;.->. , ~~,_;__) {~ RFMOVf. fX!ST//, P SF!/ R , r, r .,,.,,.,.,,,,,., ~~' ' ,·v-V"'V"'V-V-V"'V-V""V""'V'"'.r,,r'V"''V"-V--V--V-V"'V--'V"""'"'- /1, , 24 ,--INST4LL 6" 22,5' (MJ x MJ) DJ CL-52 BENO, RESTRAIN ALL JOINTS •••••••••••• • ~J.,-A...A,,,A A..A.A . .A,,A.A.A.,A.A..~~.>-.>,J.,, 1 25 INSTALL 6" F!R [ ,'!YORANI ANO S(RVICE PER CITY STD 500-L MODIFIED WITH HOT TAP INSTEAD or✓'c""u"'T""--'111- ~'<"'<"Y'Y"Y'Y"Y~<YY-y-y""\--Y-Y-Y-YY-Y'Y·Y~YY·, L',~S,--NO T USED t(27~ /NST.4LL 2" MULTl,0 LE. l/4TEH PIP[ SU?V/CE P[,9 CITY STD 503-L AND CITY STD, 5 /6~L, -BACKFILL ~ND CONCRCTE TRENCH RESTORATION P[,9 STD, 105-L-B AND STD. 106-L, RESTRAIN ALL JOINTS K0) ~-, '' '' •• " . '~x. -NDAeD 518-L ( @----!NS'fNL 2" .9PPD BACKrLOw ASSEMBLY P[R CITY STD, 520-L -A r \,,.,k,3'' _____ ------4,d,'¾.,,,.l¾...,bt¾/;,,' _, ---&,l;--..,.,,_.,-.,e,-,_;,,_;,,_;,-J,.,,,),._,,,_,._,._,,__,,__AJ._.,, PREPARED BY APPROVED BY TH[ CITY or NEWPORT BEA CH El H U NSAKER & ASSOCIATES IRVINE, NC PLANNING • ENGINEERING • SURVEYING Three Hughes • Irvi ne, CA 9261 8 PH: (949) 583-1010 FX: (949) 583-0759 PHILIP D, DO WT'! 420J8 DAT[ Cf T'( E.NGINEE.R DA TF PLOTTED 3v, Julian Castanada DATE, Jul. 26 20 16 SHEET INDEX SH[ET NO, DESCF?IPT/ON TITLE SHEET 2 CARNATION AVENUE PLAN AND PROF/cf WATER AND SEWER PLAN NEWPORT TRACT NO. NT2005-004 (TENTATIVE TRACT MAP NO. 16882) T ITLE SHEET CITY OF NEWPORT BEACH W-XXXX "-! Lr. o:, I "" --~o Lf' -" ,_ C' PU BLIC WORKS DEPARTMEN T SHEET 1 OF 2 ~; 12:59:14 FM Fi LE : F:\ 0 136\Eng ineerin g\ TR 16882\lmp_ WaterSe wer\SHTO 1 ,dwg ~ ~P07flfi ~ T NE ORT N Tl CT P• Nn 168'Bi'"' M ~). • • 'L) ORT BEA CH, C,4L,,JFORNIA \;'(.< '<. "' ·., ~- VIC It-! ITY Mil\P ',, I !===·""''~··, .,,,,~,,=· -==··--~--~-.. ,,•~=----'-'O_T_T_o_r_,c_·A_L_E _ _,_, ________________ Jj I. S'{MBOL LEGEND QSMH SANITARY SEWER MANHOLE ty FIRE HYDRANT D W'M WATER METLR BOX D GM GAS METER Y\LVE ~ £"'\, t) 8LOCl<WALL ASPHALT l'A\/EMENT EXISTING C'.lNS,RIJCTION PROPERTY IJNE NEW CON51RUCTION -. -fi__. -CENTERLINE --S-·-EXISTING Sf:\\IER UNE --G,······· GAS LINE ·····-0: If> ..• OVERHEAD U11LITY LINE '7" SIGR UNOERG.8.Q!Ji'Yll. SERVICE ALERT 71,i/Q WORKiNG' DAYS nr .. YVeL YOU U!G "CAIJT/0!1': i?emember <hni th(: /XiA Center noUfies only those vtifitif-'-'!i hehngim;;_ to the center. Then• coLJIG be oi.her !J,Jfrties pre.sent at tho work ::.,'i(e. The c,~fmter wi!i inform you ot whom they wiff notf(y. ABBRFVIA TIONS -- AC ASPHALT CONCRETE t\8 AGCREGA TE BASE SC BECI N Cl!fNE CMB CRUSHED Ml:SCELLANECUS BASE CMP CORRUGATED M!:TAL PiPE DIP DUCTILE >ROH PIPE DWY EC FE MJ FVC ORiVf:WA'f END CURVE FU,NGED END UNE/\f! FEET MECHANICAL JCliH MORTH PCRTLAND CEMENT CONCRETE PCL YVINYt. CHLORINE {PIPE) RW RES!UENT WEDGE R/W sco VCP RIGHT OF WAY SEWER CLEAN OUT STORM DRAIN SIPEWALK \IJTRiF!ED CLAY FlPE BASIS or B!ARfNGS 1Hf HEi1RINGS SHOWN NE.REON ARE BASED ON THE BEARING BE/l'{ffN O,C,S, NOmZONTAL CONTROL ST1T!ON CPS iVO. 6292 AND STA TION CPS NO, 6295R1 BC/NG N68'25'36~W rrn RCCORDS ON FILE IN THE OFF/CC OF Tl-IE ORANGr J;[;]:if:RAL NOTES: /. ALL wom< DEJA/LED OJ,;' T/-1£SE' Pl.ANS TO · BE PERFORMED UNDFR (;Of{{RACt SHALL BE COtiSTRUC:'EO IN ACCOROANCC WIT!J Tl![ "STANDARD SPEC!F!C4TIO~!S FOR PUBUC ViORKS CONSTF1UCFOI{, 2003 EDITION AND SUPPlLMENiS TO DATE, t:XCEPT AS OT!i£f<WISC STATED !N THC CIT('S ST,4NDARD SPECIAi PROVISIONS, 0°1 IN )HIS CONTRACT'S SPECIAL PROVISIONS. 2, EXISTING UNDERGROUND UT/I.IT/ES ARC SHOWN AS PER A\/4ILABLC RECORDS. T;'![ CONTR4CTOR SNALL DE RESPONSIBLE FOi? VERIFY/NC n!C ACTUAL WCJ>JION AND i;LEY4TION !N Ii!E ,C/E/.D PRIOR TO 81.'G!NNING • COI/SrRUC7lON. 3. ALL EXPOSED CONC/IC/E SUF?fACES SUA/.L CONFOf/M IN GF/ADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, 1. P.C.C. SHALL BE C!ASS 560 C 3250 5. CON!PACTOR SHALL ADJUST CITY UTILITIES (e.g. WA TER VALVES, sea, SUPVEY MONUMENTS, '.iCWE!i AND STOHM OF?A/N ,ltiANliDLES) i-f?AMtS AND COVCPS TO F!N!Sl-!ED Gr?ADE. ALL ())'HER um !TIFS SiiAI I BE ADJUSTED iO GRADE BY OTHEl!S 6. PROPOSED PAV'CMENT ANO CUF1/J ANO GUTT£,? SI/ALL ,/(JIN AND MA!Cr! LINE ANO GRADE or EXiSTINC IMPr-lOVEMENT5 U/1/.[SS NOTED OTl!ERW/Sf 7. ANY DISCREPANCY IN !HE DRA WINGS OF1 SPECIF/CA T/ONS SUALL OE CALLED TO T/iE A !TEN/ION OE THE ENGINEER. FA!UJRE TO DO SO WILL PLACE RESPONSIBILITY ON THE CCNTPACT0/1 FOFI CORIIECT!ON. 8. ANY WORK NOT iNDIC!,T[O ON T/Jf DRAWINGS /JUT CALLi:D fOF/ IN Ti/[ SPECIFICA/)ONS, OR vtc:r-VERSA, SN4LL BE FUf{N/5/IED AND PCF!/-'0/?MEJ) AS fl-iOUGN SPECIFICALLY INDICATED AND CALLED FOR IN BOTH, ANY WORK NOi iNSTA!.LED ACCO/?O/NC TO DliAWINGS AND SPECIF/CATIONS ()19 0/ID/NAI/C[S AND IAWS Sf/AL L BE REP!ACi.D At CONTRACrDR'S EXPENSE. WAJFR NOTES: i. ALL WOF1!( Sc/AU CON"DRM TO Th'E CITY OF NEWPOk'i BfAC/-1 "DESIGN Cfi/TERIA, STA'!DARD SPECIAL PROVISIONS &: ST.ANDARD DRAWINGS EOF1 PUBUC WORKS CONSTPUC/JON' 2004 COIT/ON, AND Wf!E/IC APPUCIIBL[, 7/IC STANDAND SPECIFICATIGN5 FOR PUBLIC WORKS CO/'JSTRUCTrOri (" GIIEENBOOK") LATEST EDITION ADOPIEO SY fliE C!TY OF NEWPORT BEAC:/-1. 2. FXIST!NG UN/JERCROUND UT/UT/ES ARE Sf/OWN AS PER AVAILABLE' (iECORDS. Tl/£' CONTF1ACTOF1 Sr/ALL BF RESPONSIBLE FOFI V[/1/FY/rlC TUE ACTUAL LCCA TION, AND EEVAf!ON IN iNE nao, Pi'/IOF1 TO BEGINNING CONSTRUCTION 3. STAi!ONING ii'EEERS TO C[NTERLINE OF STf/EE/S AND IS PROVIDED FOR REFEi'IENCE ONLY UNLCSS NOTED OTHERVIIS'E, • 4. Tr!E CONT!!ACTOR Si/ALL I/CO/JEST INSPEC7JON FF/OM IH[ PUE/UC WORKS AN!) UrtL!TIES DEPA:':TMENTS 48 !-IOU/IS IN ADVANCE or ANY W0,1K IN /HE PIJ[JUC R/W. Tri[ PUBUC WOR!(S Pl{()N[ NUMBE!? IS (949) 644-3311 AND Tf!E UT!UT!SS DEPARTMENT PHONE NUMBER IS (949) 644 3011. 5, THE CONIRACT0/1 S!-/AU VERIFY A!.L iXISTIN(; GI/ADES COMPARED TO PFIOPOSE GRADES · Pll!OFI TO INSTALLNG WATER MAINS or-? .. POURING CONCRETE. IF A DISCR[PAND'f IS APPARENT BETWE[N Fl£LD CONDITIONS AND WUAT IS INDICATED 011 /HE Pl.ANS, TN[ CON!F:ACTD/\ S/·IALL CONT4CT 1/-/E IJ<'SIGN ENGINECR l'Ol/ F?ESOl.UJ:'GN, 6. ALL EXPOSED CONCRETE SURFAC[S SHALL CONFORM IN GPAOE, COUiR, ()/MENS/ON, AND F!N/81-i wm1 ADJOINING IMPROVEMrNT.S. ALL f1EINFORCING STEfL SI/ALL BE Gt?ADC 60, EPOXY COATED, CONFORMING TO. ASTM Al75 AND 03963. 7, ALL PIPE SHALL OE b'EDUEIJ PEIi C/lY or N[WPORT BEACH STD-106-L. ALL SAND FOP BEDDlNC SHA LL HA VE A MINIMUM SE 30. AU WATER MAINS St/ALL NAVE II MINIMUM COVER OF 36" FROM FINISHED SUF?FACE. 8. ALL WATER MA/Ii F!fTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WIT/·/ f/FIAINEH G/AN!JS UNLESS SPECIFIED OTI/ERW/SE. FITTINGS SHALL CON/COFIM TO AWVIA SJANDARDS C:-104, C-110, C-11 I, & C 153, AI.L WATFR MAIN E/TTINGS SHALL /!AV[ AN 8 WL LOOSE PULYETI/YLCNC ENCASEMENT PER SECTION 207-9.2.6 or TH[ CITY STANDAF?D $PEC!FICATIONS. 9, THRUST BLOCKS SI/ALL BE INSTALLED 0/.! ALL WA T[!? MAIN f/f//NCS AND ¼',LVES IN ACCORDANCE W/T/i err( SlD-510-1. (A,!J,C,D&U AS APPL/CADLE.; RECAROU:.SS ur !IHETNER !HEY ARE SNOWN ON /!IE PLAN'S, 10. Tl-IE CONTk'ACTO!r Sh'ALI. NOTIFY THE CIT)' or N[Wt"(!,'lf F!CACJ✓ FIRE DEPARTME:NT 48 !-/CURS IN ADVANCE CF SF-JUT DOWN or ANY F!Rr HYDRANTS. THC CONTRACTOR SfiALL NOTffY Tf-i[ GI.TY nRC DEPARTMENT 48 /!OURS IN ADVANCE OF ANY TRAFRC LANE GLOSUF1ES. 71. Tl!E CONTRACTOR' IS IIESPONS!BLi:.' FOR ALL WATER MAIN DEWATER/NC AND 0/SPOS/i/. ACCORDING lO LOCAL AND PEGIONAL PEF1Ml!T!NG REOU!IIEMENTS AND DISC!-IARCE F?ECULATIONS. 12. ALL f!AIIDWARE FOFI Fl ANG ED ,JOINTS, UARIIESS ASSEMBUCS; FITTING F1ESTF1AINT5, TRANSiTION COUF'LINGS, MECf/AN!CAL JOINT !i4F/WAF1E, AlvD rASTE,V[FS SI/ALL BE fffl?EAD[D !'ASTE.NE//$ FABRICATED rRDM 376 S!IVNLESS 'STEEL AND COATEO L/BCRA/.LY WIT/-/ AND !1PPPOVED ANTI-SEIZE COMPO UNO, /J. A!.L FLA NGED JOINTS SHALL BE JOINED W/TU CLOT/·! RE/NFORC[D BUTA-N RUfJBE/1 EULL FACED GASKEIS. I 4, SANITARY f.'ACIL/1!!:S SHAU. BE MAINTAINED ON THE S/ff DUii/NG T/JE CONST1?UCTION PE/?/OD. 15. WAUS AN/J FACES or EXCAVATIONS GREATER 1//AIV 5 FEET IN DEPTH Si1ALL B[ EErECTIVELY Pf10/'ECT/:.D BY A SHOF,'INC S'fSTEM, S'LOP/NG or THE GFiOUND oa OTH[,9 EQU!VALO-i{ MEANS, TRENCHES OF/ EX CAVA T!ONS LESS !HAN 5 FffI iN DEPT!/ SHAi,L BE PROTECTED WHEN /IJSPrCTIONS IND/Ck/£ iHAT NAZ4fi/JOUS GROUN/J MOffMENT MAY BE EXPECTED. 16. TNf CONTRACTOR SHALL INSTALi. #10 C'AUCE INSULATED Tf1ACEP WI/IE ()A/ ALL NEW ?VC WATER MAINS. CDNT4CT CITY UTIUT!ES f/SPF/ESEN/ATI\/C ALEX SOTO AT (949) 718--34/0 rep I/JSTAL!ATION /1/S/IIUC/ IONS. 17. /1/E CONTF1ACTOR SHALL CONlACJ ALEX S0/0 (949) 713-34!0 OF Tl-IE UTiUT/[S DEPARTMENT REG'AIID/N(J U))LfTY POTHOLINU 1/-/,?0UGf/OUT THE DU,?ATiON or T/-1[ PF10JCCT SEWER NOTES: I. 7HE CONSiRUC!ION or AU. PUBLIC IMPIIOVEMENTS SHALL CONFORM TO Tl IC R[OUIREMENTS OE Th'E N[WPO/IT 13[/\Cf-/ CONSTFIUCT/ON STANDAF?DS, STANDARD SPECIAi. Pf10VISIONS, DESIGN Cll!TEF1/A, STANDARD DRAWINGS AND THE "STANDARD SPEDF!CAT!ONS roR Pl/Bl.IC WORKS CONSTl?UC//ON", 200J EDIT/ON A/10 S'UPPU.MENTS. 2. STATIONING REFERS TO GENTERUNE OF GRAVITY SEWER. 3 EXIST/NG UND[RGROUND UTILITIES ARE SHOWN AS Pff1 AVA/iA/3I.E RECOROS. T!-1£ CONTRACTOR Sl/A/L 8£ F/ESPONSIBlE EOF/ VER/Pr/NC Tl!E ACTUAi. LOGA/ION AND CLEI/ATION IN Tl-IE FIE/.D PRIOR TO BEGINNING CONSTRUCTION. 4, ALL tXPOS[D CONCRETE SUF/FAClS Sr/ALL CONFORM IN Gf/.'0£, COl.0,~ AND FINISH /0 ALL ADJOINING' CUl?BS AND WALKS, • 5. !HE CONTRACTOR Si·IALL REQUCST INSPECTION FROM Tr/E PUB/./C WO(?KS DEPARTMENT 48 HOU/IS IN ADVANCE OF F'ERFO(?MING ANY WORK AT 949-644-33/i . Tl!£ PUBLIC WOilkS DEPAPTMENT INSPCCTOF! S/-'IILL ALSO EJC NOTIF'IED AF/ff! P!ACEMENT or FOi/MS AND PWOP TO PLACEMENT or ANY CONC!?ETE so Tr/AT Tl-IE !'ORMS C4N OE CNECKED !"OP LINE AND URAO[ AND COMPAT!B/UTY WllH EXIST/NC CONSTPUCllON, 5. 1/'lt WALLS AI/D FACE OF ALL EXCA 1IAT!ONS G'/iEA!ER THAN nvt (5) FEET IN DEP!H S/-/AI.L BE fff[CT!VELY PPOTECT[D l. 8. Bl' A SNORING SYSTEM, SLOPING OF /JJE Cl?OUND (?R OIHEF1 EOUIVALENT MEANS IRENCHES 01/ EXCAVATIONS LESS T/!AN rwc (5) FEET 11' DEPIH Sr/ALL ALSO BE PROTECT[() WI/EN INSPECTION IN/JICAT[S /HAI HAZ4/?DOUS G!?OUND MOVEMENT MA( BE EXPECTED. !HE CONTRACTOl?(S) SHALL DB!AIN A PEI/MIT TO PEIIFOriM t.XCAVATION 011 rilCNC/-1 WORK, AS D[SCRIBEO ABOVE: niOM CAL-OSHA. 8/0PF ANCl-lC!RS S!·l4U BE PFIOV!OCO !IV TPENC/-/ES IN ACCO,WANCE WIT,'/ CNB SfD .. 314-L AU. SEWE!r L/Nf:.S 10 BE OWNED, OPE//A TED AND MAIN TA.WED BY THE CllY SI/ALL 8[ VIO!:O INSPEC if.D AFTER CLEANING, A/Fl TESTING AND MAND/Ill.UNG. ALL VIDEO !NSPEC7/0N SHALL i3E PEI/FOi/MED BY /HE CITY UT/Lil)ES DEPA/l'TMENT, ANY SE/IE/I LINE rOUND 70 BE INSTALLED INCORRECTLY, DEFECINI:~ DAMA<J[D, OR OT!·IUIW/S[ COMPF/OMISED SHALL E!E REl'AIIIED/fltP/..ACE'D AND REINSPEC)TO, INCLUDING Ai/I TEST, MANDRILL AND VIDEO, P/1/0R TO ACCEPTANCE. Tl-IE CONTRACTOP S!-IALL PAY TI/E CUF!etNI ,'?A/E ESTABUSHEiJ Bl' 71-/C CITY 1011 ADDITIONAL VIDEO INSPECTIONS. /0. TUE CONTPACTOR SHALL NOTIFY THE' PiRE DEPARTMENT _AT 949-644-3106, 48 /{OU!?S Ill ADVANCE or S'/-/UlT/1/C DOWN ANY FlF?E NYDRANT. / 1. Ti!E ,''/1/E DEPARJMEN! Sl'I\LL BE NOT/ViED 48 NOUI/S IN ADVANCE Or ALL SlPEET TRAffiC LANE CUJSUF/£5, / 2, Th'[ CONT/lACTOR IS i/CSPONSIBLE FOR ALL TRENCH DCWATff/lNG A/JD DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERM/71/NC Rf"QU/REMENTS AND D/SCI-/AFICE riFCIJ!ATIONS. , ESTIMATE 01:, QUANTITIES COHSTRUCnO~_J:JJ')[£S: (/\,__ __ INSTALL /0" VCP ."iEWE/1 WIT/-! 8£D0/NG, BACKF/I . .L, AND CONGRE:TC mENC/i RESTO!?AT!ON PER CITY STD 105-L-B AND STD IOB-L 0-· (,)1-:~- (~) (D--- (e)--· CONSIRUCT 48" DIA. STANDARD MANUO/.£ PER CITY STD. 40 1-l CONSTIIUCT 48" DIA DROP MAIJHOLE PER CITY STD. 403-L JOIN EXISTING B!?IC/.( 0(/0P MANHOLE. RECONSTF?UCT BASE ANO Ul'SIZE S/OE !NLE/' re 1 o" DiAMIT7ER.' PLUG EXIST. DROP MANNOLE CONNEC/JON AND NOF1Tr!E,7L Y INLET CONNECTION INSTALL 4" VCP SEW£11 .LAT£f/AL AND Cl.FANOUT (AT PROPERTY LINE) PER CITY SID 40/i~WING, BACKF'ILL, ANO CONCRETE Tf1ENC/I ,1ESTORATION PEF1 CITY STD 705-L-B AND STD 106-L. ~---- REMOIIE /N/£1/fERHING' POR7!0N or [X/STil/G (;" ACP WA Tff/UNE AT NEA!?[ST JOI/{; AND PRCP[,7LY DISPOSE. C4P LNUS or 6'' ACP 1/4TERLINE TO ll[MAiN (?)1----REMOVE INTERFERRING POPT/01/S OF EXIST 10" VCP SEWER MAIN. ,_ (s) PLUG ABANDONED 16" SEWE,? MAIN ( 9 .,___ REMOVE IN TERFER/1/NG PORTIONS or EX/Si. 8" VCP SEWER MAIN. -@--·-l?EMOV[ EXISTING WA/ER METER. CAP AND ABANDON EX/Slll/C WATER SEF1VICE AT MAIN (COPF'OIIArtO/i STOP): ~ REMOVE EXIST/NC .$EWEii MANUOLE @-·--INSTALL N,/VA TC SCWER BACKWATER VALVE 011 PR/VAT[ PI/OTEPTY (NOT TO BE MAINTAINED BY Giff OF NEWPORT BEACH) <i?"----NOT TAP EX!Sl/NC 12" ACP W/ I2"x4"' TAPP/NG ,SLEEVE &: 4" f1£SIL!ENT WEDGE nPPING VALVE t"ER CITY SID. 5()/ .. L @'y--INSTALL 4" LEAD F/l[E DOMESTIC COMPOUND WATER METER PEI' CITY STD. 5i4-L (NEPTUNE TRU-rLO COMPOUND METEP WIT/·/ SCUD BRONZE STF?A/NER AND F/900 7 CUBIC FEET REGISTIIARS. F'URCNASE T!/ROUGf! EQUAP.1/JS WATER WOl?KS (BBB) .253-1 IYi) AND CONCRETE Ti?EIICN NESTORATION PEI? CITY STD /05-·L-B ANO STD 106 ,L @)1----NOT USED (~6)... INSTALL 6" COMPACT DOUBLE CN[CK DETECTOR ASSEMBLY PER CITY STD 517-L (IEBCO MODEL 876V OH CITY APPROVED [QUA!) WITH 2 WAY FDC (T:1----INSTALL 4" eve AWWA C-900 (;L305, D/114 WA/El? PIPE WITH BEDDING, BACKFILL, A/VO CONCRETE TF?ENCN RESTORAi!ON PU/ CITY STD 105-L-B AND STD 106-L ,"![STRAINED JOINTS (Tij)--INST,4LL 4" 90" (MJ x MJ) OJ. CL =52 BEND, 1/ESTRAIN ALL JOINTS @ INSTALL 6" PVC AWWA C-900 CL305, OF/14 WAT[R Pt0E. RESTRAIN HL JOINJS. (?})--/-/OT TAP EXIS't!NG 12" ACP W/ 12"X6" ?APP/NC SU:.EVE & 6" F/ES/LIE/17 WEDGE TAPPING VALVE PEIi CITY STD. (21) INSTALL 4" RP BACKFLOW ASSEMBLY (N·-STYLEj PEP Cir/ STD. 520-L (LEAD ERE£) ....._,,,, .- (.22'--fvOT USEO ,_';/ @)1----REMOI/E EXISTING VCP SEWCI? LA(ERAL @--NOT USED @ INSTALL 6' rth'E /1YDF1ANT AND SERVICE P[!r CITY STD 500-1. MODIFIED WfiH NOT TAP INSTEAD OE CUT-IN 507-L .PUBLIC WORKS NQTf:.S: 1. AN APPROVFB ENCROACHIYICNT PEI/MIT IS F1EOU!f1E!J roR ALL VIORl< ACr!V/!1£'.i W!Tr!IN iHE PUEJLIC ,'1/GHT OE WAY. .2. A PUBLIC WOil/(S DEP4f1/MENT ENCROACHMENT ?EF1M!T INSPECTION IS REQUIRED /3fFOFI[ /r/E /JU/Ll)!NC DEPAI/TMENT PERMIT FINAL CAN BE ISSUED. AT Tl·/[ TIME OF PUB.UC WORKS DE?AR/MENI INSPEC!/ON, Jr ANY OF TI/E EXISTING PUBLIC IMPROVEMENTS SU,'IROUND/1/C !HE SITE IS DAMAUED, NEW CONCIIETI. SIUEWALK, cu,qe A/ID GIJTTE/1, AND ALLEY/STREET PAVEMENJ Wli.L BE REQU/!?CD AND /00% F'AID BY TU[ OWNER. SA/0 DETERM!NAI/ON AND TNE EXTENt OE Tf/E REPAIR WORK Si!AU. F!E MADE AT fff[ DISCHETION OF THE PUBLIC WORKS INSFECIOF!, 3. ALL WORK /1£L4T£D TO WATER IN THE PUBLIC F/IG/./T-OE·WAY S/-/ALL BE PEI/FORMED BY A C··34 UClNSED PIPELINE CONTRACTOP Oil AN A UCP/SED GENERAL ENGINEERING CONT!i'ACTOR 4. ALL WOf/1: /IEI.ATfD TO V,4STEWATEII IN Tr/[ PUBLIC PIG/{T·CF ·WAY SHAU BE PEREOF/M[D BY A C-42 LICENSED SANl!A TION SEV!EI/ CONTI/ACTOR OR AN A UCEN~ED GENCPAL FNG!NEERING CON'/RACT0/1, S!iflT_fN[)EJf SHEET NO, DESCF?IPT!ON 1 2 TITiE Sf!rFT CARNAT!ON AVCNUE PLAN AND PRORLE PREPARED BY APPROVED BY THE CITY Of N£WPO !?T BEACH HU.NSAKER & ASSOCIATES R V N E N C Pl.ANNING • ENGINEERING • SURVEYING Three .Hughes ~ lr1ine, CA 92618 ~ PH; (!H9) 583-1010 ~ FX: ,;949) 563 -0759 W-XXXX PLOTTED BY: A.m ondo Coppola DATE : Oct. 23, 201 3 02:51: 19 PM O'\ VCP 5 20 1 D 0 20 40 ----~ GRAPHIC SCA LE 7 "=20' ,.. . ' . • . J. .• .. -1· . . .. -~-·•· .. .,.~,.-~··•·· • •·········+··········· I ·+······· "" . ;,m tc;.::p'..') ~- C''iJ ---. ,. ct: , ; ·~ j_ •• ~······:!· ']'I . .., ....•.. , tx .-G • •,--···l••'-••i·······f~·······<•··· Q " ' ' C j ..... ,.·.,.,.,,,. ;. ... I j ·~[: I 6 -~ ... ~ ... ~ •· ;,m~• .,-....-.,.~-..10 --·· ...... ;. •.r, _::-\I ~''. ... . .. , ...... ,,, .,-f. cc ' < ••••~~-/••••• ···•·•· ... ,., ..... ,.,·+·····l ··········i +·+···•···'I ,+, I ~•W•-•-~~-•J••<V••~i.,,_ • --...<«•.-, 7 OCEAN BL VD CA RNATION A VENUE - ------------t---___ _, "' -z ~ NO. 42038 ~ cnY REVIF_W 6/ZJ/2016 6/23/16 <t-Exp. 3/Jl/18 .:.::, 1 DELETE 4" DOMESTIC 11-:4TER SERVICE/MITER AND /.,ODED TVi'0-2" DOMESTIC WA rER SERVIC[/MfTERS 5/J/i6 NO. DESCRIPTION DATE APPRD, /RR/GA TION NOTES: 0-1 IRRIGA TION SERVICE PER Ci !Y SID sn-L @-=---1" R.P. BACKFLOW DEVICE PER C!1Y STD . 520-L-A I I ---- • I ; J. i . . ' ' * ELEVATIONS SHOWN ARE PER FIELD SURVEY PERFORMED BY H&:A DATED 07/13/2009 · I r-*-*:-'""-:r,:".~::-~:::n:::10::-:Ns:--::sH::--:-o=:'.'.w.:::-'N-:-AR:-::-:E""':A-::-PP::::R:-.:'.ox=1M.:':"~::TE:::-:-AN=o:-:BAS.:-::::ED:--::oN:-:------7 + •1 J AVAILABLE REFERENCE INFORMATION. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTIUTIES PRIOR TO CONSTRUCT/ON AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ELEVATIONS SHOWN ARE BASED ON NAVDBB DATUM. ADD 99.50 TO CONVERT TO nOLD Ctrl' DATUM. EXISTING SID[ INLET CONNECTTON TO BE UPS/ZED (63.02•' /NV- EXISTING BRICK MANHOLE PROTECT-IN-PLACE ' . i l_'--+--, RECHANN[L MANHOLE BASE I MANHOLE DETAIL NOT TO SCALE "''."~"~,..·f"'~•o, ;,. )'"" _L, EXISTING INLET CONNECTION TO BE PLUGGED 62.83• INV-111' CONSTRUCTION NOTES: PROFILE SCALES 0)---INSTALi. 10" VCP SEVIER W'Th' BEDDING, BACKFILL, AND CONCRETE TP[NCH R[STCRATION PU? CITY STD 705-L-B AND STD 105-L (2)--CONS ff/UC! 48" DIA. STANDARD MANHOLE PER Gil: STD. 401-!. HORIZ.: VERl:: fy -CONSTR CT 48" DIA DROP MANHOLE P[fi CITY STD. 403-L ,.\.:!...r;::::;;::::::,r-;r"-.,~~~~~~~r-rY'Y'Y"'~~r<'t~Y-Y~<""'\ / :'• 4 >--JOIN EXISTING BRICK DRCP MANHOLE. RECONSTRUCT BAS[ AND UP.SIZE SIDE INLU TO 7 O" DIAMETER. >.vA::A..A..A-A..A-,;-._ . .,i,._A.J,AA...J-...A..~ . .>-..J"',;.._;.__~._;,. . ._,,.._,,.._,,.'-"'--''-"'-"__.,,, 5 1 INSTALL 4'' VCP SEWER LATERAL AND CLEM/OUT (AT PROPERTY LINE) PER CITY SID 406-L. BEDDING, BACKFILL, ~v~~J;R.,!;II{ sra..~ --vp .. ,5-[Jl .. Jf!firy· ,·~-r?EMCV[ !NTERFT.R"c!NC POF!TIO'.V OF EXISTING~ 6' ACP WAT[RU,,)[ AT N[AREST JOl/~7f.,Yyb~ ' ~A...A..A . ..-',...A..r,..A._A...A...A...A._A~.~"'->~>->-.A..A~~ 20' 4' -12"",~Nx<'("'{~,'<i"I ~-~---~---l~"W- i \ &_J,..---REMOVE INT[FiF[F:Fi!NG PORTIONS OF EXIST. 1 C" VCP SEW[R MAW ©-PLUG ABANDONED 70" SEWE.'? MAIN. 0--=---.9[MC VE INT[PFE.9Fi!NG PORT/CNS Of EY/ST. 8" VCF' SEWE.9 MAIN. @--REMOv[ EXISTING WATE.'i' METER. CAP AND ABANDON EXISTING WATER S[F/VICE l,T MAIN ;CORPORATION STOP). ® EXISTING SEWER LIN£ ··---TQ.J!F:..BE\10V£.[) NOT£: CONTRACTOR TO POT HOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. EXISTING UT/UT/ES SHOWN ARE BASED ON AVAILABLE REFERENCE DRAWINGS PREPARED BY I I a HU NSAKER & ASSOCIATES IRVINE, INC. PLANNING • ENGINEERING • SURVEYING Three Hughes • Irvine, CA 92618 PH: (949) 583-101G • FX: (949} 583-0759 PHILIP . DOWTY 4?CJ38 DATE 4' @ REMOVE EXISTING SEWER MANHOLE /6E·· I -INSTA LL PFIIVATF SEWER BAC.'<V,ATcR VALVE ON PR/VAT[ PROTERTY (NOT TO 8£ MAINTAINED BY CITY 'JF N[WPO.'?T BUCH) / i \ yyy~-··y•y-•,(""'('""{ .. "y~,r~~<'"Y"YY-Y"Y"'r""\ • .. IC ' . INSTAU 6" COMPACT DOUBLE C/IECK DETEC TCP ASSCMBL Y PU(C/.TY .STD 517-L J ~....A...A,..A...),.,._},._~~~.A...A..A..A...A. ,.A.~ ®--INSTALL 6" PVC AWkA C-900 CLJ05, DR/4 WA TER PIPE. R[STPAIN ALL JOINTS. ~, @''>---HOT TAP EXISTING 12" ACP w/ 12"x6" TAPP,NG SLEtVE & 5" ,RES/LIEN, WEDGE TAPPING '(ALVE PER CITY STO. 507-L OF CUT-IN 0 I 8[ARINC/OtL TA RADlUS LENGTH T4NG£NT CJ N 49°23'20" w ------- -2 7.00 ' --0 · rv 40°12 •34'' E -125.00' - WATER DATA TABLE 0 BEARING/DEL TA /7ADIUS LENGTH TANGEN'! G s 49'27'26" E 4.84' @ N 26'57'26" w 18.42' © N 49'27"26' w I ;_35· @ N 49'30"07" w 5.00' © N 71'57'26" w 3.17' 0 N 49'2.J'J0" w 18.34' G N 49"30'01" w 5.00' ·"(-- H w i8 . .,';4 ) ,'. , . ~-~,}_~~----7' ) ' ' . / __ \ ..• N 5i'40'22" w 7.23' N 46'43'58" w 9.90' ~-,..✓• • APPROVED BY THE CITY or NEWPO RT BEACH WATER AND SEWER PLAN CARNATION AVENUE CITY ENGINEER DA TE PLOTTE D BY: Ju lian Costaneda DATE: 26, 2016 FROM OCEAN BLVD TO 180' W/O SEASIDE AVE CITY OF NEWPORT BEACH W-XXXX C"'-.j LC, CQ I CQ .. co "' -,... f-.. C" PUBLIC WORKS DEPARTMENT SIEET 2 0° 2 ~ c 01 :04:46 PM F!LE: F:\ 0 • .36\ Eng ir eerir· g\ TR _' 6882\ Imp_ Wa\e rS2wer\SHT02.dw<; .';'~ CCC n '1 ?fl1 ~~ I ''"1''.. .. ' '.·•-.,•···••-,•· ·:· I· 'l;--, .... , ...... C,'. -~------..,,."'1, .. {5."'0,i~u}!; "'" '""" i .. j. I i , I ,,.=r--·;~ ,!, .. , ... + ,.,---t~~-~-i , , .............. \.............. , ......................... 1 .......... 1 ...... .. 1 ..... ,· ...... , ...... ,, .. , .. -< * ELEV,4TlONS SHOWN ARE PER FIELD SURVEY PERFORMED BY H&A DATED 07 /13/2()09 ** ELEVATIONS SHOWN ARE APPROXIMATE AND BA..,ED ON l + AVAILAf:JLf RlJf:RfNCf INFORMATION. CtJ!lfRACitJR TtJ VfRIJ:Y HORIZONTAL AND VERTICAL LOCATION OF EXISTING ununES PRIOR TO CONSTRUCTION AND NOTIFY £NG/NEER OF ANY DISCREPANCIES. ELEVATIONS SHOWN ARE BASE[) ON NAVD88 DATUM, AOD 99.50 TO CONVERT TO "OLD C/7Y' DATUM. ..... , ....... :,, .... ,..,,1-_;;,~--;--+-+----i-.. , .. +,, .... ,l,, .. ,t.. ..., .. , .. ,+ ,. .. , ... ,~.--t ,,,,, ............. , ,., ............ t--1-.... , .... H ,,,i,,,,I ,,,,,,, ' e e: .... , ,, .. ,, + ... ' .. , ,,,,, ,I,,,,,,,,,,,; .. ,,,+ .. +-,,,,..,,eCc,,,+~,-,,,,0,-+---i-+--+--J..-.,+--l,,,.--;-.. ;,_.j,,, .. ,;.., .... ,.....,, ....... ; .. , .... ;. .,;,; ...... i ,,,1 .. , .. , .... ,, .. ,,.,,,. __ , ...... ,, ..... 1, , .. , .. ;,, ... :,, .. ,,,ii,,.,.j ... ,,,;,, .. ....;." .. ..; .. , I .,-,,. '<) .. "' "" c:, i-"' 5 "i? "P .. '-J/C' c:cA .. E-DT·,/'-\ 'f "!f ,, .J L ~· I ., ----,. ") "' I ,ci· "' I + ' c., 6 CARlvli TlON A VENUE 1 "=20' DAT£ i j 7 111l31GATLON NOTES; 0-/" !RR/CATION SERVICE PER CITY STD .. 502·-L (~ '-~~-i" tf.P, EJACKFLOP/ D£i17CE PER cnY S7V, 520-L---A '12"W-.. --- 0 DETAIL A ThYCC Hughc5 ~-Irvine, C/\ 92618 ~ PH: (9'19) 513,3 ~1010 " fX: (949) 583-0759 0 H1' /Pl 1) "()"""v [ NO 1, (L , , U nl 1 , 42038 r DATE .. I MAt.JHOLE DETAIL NOT TO .. SCALE PROf1LE SCALES INSlALL iC!" VCP SEWER Wi/H B[DDiNC, BACKFILL, AND CONCRE'/£ TRENCH RES/Of/AT/ON PE}/ CITY STD /05-L -B ANU SID i 06-L CONSTRUCT 48'' DIA Sfr\NDARD MANHOLE PER CITY STU 401-L CONSmucr 48' DIA Df?OP MANNO/[ l'f"R CITY SID. 403-L HOR/Z .. : VERT,: JOIN EXISTING BRICK DROP MANf!OLE RFCONSTR/JCT BASE AND UPS!ZE SIDE IN/ET TO 70" DIAMUER RWG EXIST DROP MANHOLE CONNECTION ANU NORTHERLY INLET CONNECJ)()N f 'z= 20' f'"" 4' INSTALL 4" 'ICP SEWER LATEHAL AND CLEANOUT (AT PHOPERTY UNE) P[t7 CID' STD 406°L Bi:DDING, AND CCNCRfTE TR[NGi! RCSTOIIA//ON PER CITY STD 105-L-B AND SID /06·-L. BACKFILL, (s)-- t/1,__ __ _ REMOVE INTCF/FC,'?!7/NC PO,'?TiON OF EXISTING 6" ACP GAP CNOS OF e" AGP WATERLINE TO ,?£MAIN. W/1T[RL/N[ AT NEAHEST JOINT AND PHOPERL Y DISPOSC !,;[MOVE INTE:RFER/?ING PORTIONS OF EXIST. 1 O" VCP SEWEH MA/N. "-'../ ~ ( !J )'-·· .. •••• P!UG ABAN!X!NEiJ W" SEW£,'? MAIN. (91f----~-' -RSUOVE IN1ERFERR!NG PORTIONS OF EXIST. 8" VGP SEWEH MAIN. _., ,.- \. i O\.__ F/FMO\/E EXISTING WATER M[Tffl. ,~ ,'::} CAP AND ABANDON EXIS/!NG WATER SEf?VICE AT MAIN (CORPORATION STOP). (ii r -~ ... .RC\1QV[ [X/Snf'/G SC:WEH MANHOLE "\]2)--/NS/ALL i;RIVA!E SEWER BACKWAiER VALVE ON .. PII/VA!E f'HOFCR7Y (NOT TO BE MAINTAINED BY CITY OE 1/EWPOr<i BEACH) ~ NOT TAP EXISTING 12" ACP W/ 12'"X4" TAPPING SLEE'/£ & 4" HES/1...lfNT WEDGE TAPPING VALVE PER CITY STC. 507-L " 0-,)--INSTALL 4" !EAD FR[F DOMESTiC COMPOUND WATER MCTER PER CITY sm. 511-L (NEPTUNE mu-FLO COMPOUND • METER w1m SOLID BHONZ[ S)RAINER AND .'?9001 CUBIC FEET REl,/STf/AI/S, PURCHASE rHHOUG/-1 EQ/JAHJUS (iiJ}---~, ii71---\!.,,.,~ 0 (!! v " @ WAiE/1 WORKS (888) 253-1191) AND CONCRETE TRENC/1 HESiONAI/ON PER CITY STD 105-L-B AND STD 106-L INSTALi 6" COMPACT DOUBLE CHECK DETECTOH ASSEMBLY PCf? CITY STD 517-L (IEBCO MODEL 876\1 OR CITY APPROVED EQUAL) Wl7H 2 WAY roe INSTALL 4" P'IC AWWA C-900 CL305, DR14 WA/IR PIPE VI/Ti/ BEDDING, BACKFILL, AND CONCFl[T[ TRFNCH HESTORA))ON PFR CITY STD 105 L B AND STD 106-1 RFSTHAINED JOINTS .. INS/ALL 4" 90' (MJ x MJ) D.!. CL-52 O[ND, F/CSTl?AIN AU. JOINTS !NSTALL 5" PVC A WWA (> 900 C/305, DR! 4 WA /ER Pi PE. HCSTRAIN ALL ,JOIN IS. NOT TAP EXISTING 12" ACP iV,I 12"X6" TAFP!NC SLEE'IE & 6" RESILIENT WEDCE TAPP/NC VALVE PER CITY STD. 507·-/. !NS/ALL 4" RJ'. BACf<rU)W ASSEMBLY (N-·S/YII) PER Cir( STD. 520-i. (LEAD FREE) PCMOVE EX/87/NG 'ICR SEWER iATEr?AL !NS!N.L 5" FIRE NYDRANT AND SU/VICE PEN CITY STD 500-L MODIFIED W/7/·I NOT TAP INSTEAD OF CUh/N SEWER DATA TABLE BEARING/DELTA HAO/US LENGTH TANGENT ·~~----• N 49°23'20" w .. 21.00' - N 4QuJ2'34" [ -125.00 ' --!,,;oe--·==,~ ~=-"'-=="-'=" VVATER DATA TABLE 0 BEAR/NG/DELTA ,'?,40/US LENGTf./ TANGENT (A?'o lCJ N 49"27'26' W 31.33' @ N 40'32',54' [ /55• CITY OF NEWPORT BEACH PUBLIC IJVORKS DEPARTMENT I ?ii lt'. <'a J. 'O er ,--t< l--C: ~ --il:'·-f--:-~ "LOTTED IJY: Arnando Coppo la Di\ff: Oct. 23, 2013 02;51 :45 PM FILE: F:\0136\E11gi11eerirg\TR,_ 16882\lrnp,_WaterSewer\SHT0 .. 2.dwq ,/fa'\:\) SEP O 72016 lli/'1V2013 '\o\ll\' k'~==,.,,_==---=""""""'"'------ ); I ~ I I GENERAL f"JO J"ES 1 A!L WORK SUAU. CONrCRM TO STANDA FW SPECl/'1G4T!ONS roR ?UfiUC WCJ/?KS COUSTF'/UCT!ON AN;'.) THE CIT'! OF NEWPORT BEACH SlANDAfNJ PLANS. 2. !,LL EX/SJ/N G IMPROVEMENTS INCLUDING CURB AND GUTTERS. SIDEWALKS, ASPHAi. T CONCRETE OR P.C.C PAVING, WHICH ARL BEING JO/NfcD OF/ MATCHED IN CONNECTION WITH Tl-f!S PF?O..JECT, SHALL BE ,./OINED OF? MATCl-!ED IN A iv1ANNER SATISFACTORY TO THE CITY [J')G!NEER, INCL UDl/'s/G NCSESS/\F?Y SA WCUTTJNG, F?EMOV4L, REPLACEMENT At,fO CAPPING, J. ANY EXISTING '/RAVEL WAYS /iii WHiC!·! EXCA VATI ON IS MADE IN CON.JUNCTION WITH THIS AND LIGHTED IN CONFORMA/VC[ WITN TFIE STATF MANUAi OF WARNING SIGNS, LIGHTS, AND DEVICES FOR use IN PFRFOF/MANCE or WORK UPON H!G,'!WAYS !N ORDER TO [LIM/NA TE AN\' !!AZARDS, STREETS Si/ALL 8£ SUR/0AC£D W!T!i A M!/\i/MU M OF 4" or AS,0 HALT AT Tl-IE FND OF EA Cl-I WORf<fNG DAY.. 4. THF CONTF?ACTOR S,YAU OP,TAIN ALL NECESSARY PFRM/75 AND SHALL NOTIFY THE C1TY OF AifWPOF/T BEACH FNGINFEF/ AT (949) 644-3055 48 HOURS Pl'?IOR 70 START7NG [AC/-/ PHASE OF CONSTRUCTION AND PRIOR TO REQ UIRING INSPECTION. 6. 7. AL L UT!LiTiZS SHALL BE INSTALLED PF?IQ R TO PAVING OF STRFEJS; Ali. TR[NCI-IES SI-/AU, BE FVLLY CO ivfPAC!ED TO Tl-IE SATJSf"ACT!ON or Tl-It CITY ENGINEER. MANl-10/E AND \,,1/VVE BOX FF/AMES SHALL B[ ADJUSTED TO FINISHED GRADCS AFTER COMPL ETION or CONSTRUCTION. TJ-/E CONTRACTO/i' SF/ALL DETERMINE THE LINE LOCA T/ON CF ANY UNDERGROUND UTILITY F!F:fOP TO !A fJNG A/\!f Lli\/ES Wr!!C H PaE TO CONNECT TO EXISTING SEWERS OR STORM DRA!t\iS. lifE.·_5E,· LINES SHAU_ EJE EXPOSED AND ,.JOINT t'LEVAT!ONS VERIF7EO. ANY' CI-IANGE l,"'! GRADE OP DEV1AT/ON FF?OM T!--/E PL•V\JS MUST BC APPROVED BY TN£ CITY ENG/NEER. A MiN!M/Jivl or !WO WEE!(S AFTER rt-IE COMPLETION OF T!IE A.C. SUR[AQING or, AS 0 /F/FCTED El\" THE CiTY Et!GiNEt.F?, AN ASPHAL"i" EMULSiON SEAL , CCAT, s s1-1-I, S!--fAU_ BE APP!....l[D AT T/-1E APPROXIMATE RA rE· or 0. l CA!_, F'[F,' SQ, YO . 8, S1REET NAME S!Gi\JS AND FRAF-}~tC CON1T-?Oi... S/G.f\iS, fYPE AJ'HJ LOCAlfONS Sl-fALL BE DESIGNATED BY Tr!E CITY ENGINEER. 9. STN<CS FOi? CUfi/] CO NSTRUCJ/ON AFIE TO BE O!TSE( /"ROM FACE or CUFWS. T!IE ENG/NEEF? SUA i.L FURNISH GRADE SHEETS TO 'fl-ft CI/Y INSF'ECTOR /OR CONSi!?UCflON or /.At!,Pl?OVEMCNTS. 10. IF DRIVflV1\Y' DEPRESS/Of\/$ ARE MADE IN ANY' CUF/8, DR!\/EWAY APPl?OACUES AH£ //!EN TO Bl: MADE PART OF Ti'IE IMP/?01/EMENT PLAN ANO SHALL BE CONSTFIUCTEO IN ACCOIWANCE WIT/-/ STANDARD PL AN /\JO. 1209 OF THE CifY STANDAF/D PLANS. 7 7. ADVERTISJ;\JG SiCNS WIL L NOT BF PEF/MITTED WIT!-1 /N STF?EET RiCHT-OF-WAY. 12. TF/E[S SHALL BF: PUWTED W!T!-liN Ti/E STREET f?/GHT-or--WAY IN ACCOF?DANCE WI/I-/ CiiY OF . i\lfWPORT iJD4C'f--f RFX)UlRfJ0EN73. I J. STREET LIGHTS ARF TO OE INSTA/JED dY SOUTH[l'IN CALIFORNIA El)ISON COMPANY F'ER PLAN APPF?OV£0 BY Tt-if CJTY OF NElo/t~·J()f'?F BEACH, 14. STRUCTURAL SECTION Of PAVEJ.-H:7:NT S!--!ALL BE DETEF?MINED BY TflE C!7Y'S SOILS ENGINEER AND Af.)PROVED BY Ti-IE CITY' FN GINEER. 15. PF/IME COAT Sf/ALL CONS/51 OF. MC.-70 UOUID ASPHALT APPLIED AT Ti-IE RATE Of 0.2,5 GAL. Pf:},; SO. YD. AT LEAST 'i2 HOW?S PF/IOF? TO ASP!1ALT PAi/iNG OP£l?ATIONS. 16, ALL EXIST/NG PAVEMENT V!ITI-iiN THI S PF?OJ[CT SJ.!ALL FJTFiEl? BE REMOVED OR S/RUCTUPALLY TES TED TO '/ER/i'Y TN[ STF/IJCTURAL CAPAB!UTIES ArJD THE F/ESUIJS SHALL BC.. APPFi'OVED BY TUE: CIT'( Et--,JGltVEfl"-t i 7 COW'AC l!ON TES TI NG Si-iALL BE PEF?FORMED BY OWNEJI 'S SOILS ENG/NEEF/. 113. INTERIOR AND CXTEF//OF/ Slf?EE T IMPFi'OV[ME.NI S SUALL BE CONSTRUCTED PRIOR TO T!-IE 15/SUANCE OF' BUII . .D INC PEF?MITS i-:;i Th'E SATISFACTION or (HE Cl7Y [NGINETR. 19. SEWEP MAI/✓ ANO /A/EF/A!_S S/-iAU. BE CONSTF/UC TED, BACKFILL COMPACTED ANO TESTED PRIOR TO CONS Tfh JCTIO/\! o ,c Ti-1F. CURB AND GIJ7TEF.', 20. T/-/E CU.RB ANO cun·cr? St·/ALL OE "ETCND)" SNOWING LATfPAL LOCATIONS.-"s" Ft.3'R sf wER, "G" r'OR GAS, AND "F~ FOR tLECffHCAL :Zl. DRIVEWAYS SHALL BE LOCATED PEF/ APPF/OVED PLOT PLAN Br' DEVELOPER'S ENG/NEFF-I. STA XFS SHAL L BE SIT Ot✓ CENTERLINE OF Ar'PF-/OACl-1 WIT/-! OVERALL MARKED O~J WITNESS ~ STA!<E, Vil--=BOTTOM OF "X" WIDTh. 22. STF/FET CENTERL/Nf AND INTER. VERTICAL CONffiOL STAKING (GRID FL£ N".S)-SHALL BE F'ROVJDED 8/ DEVELOPEF':'S ENG/NEEF/ AS REQU[ ,ED BY crru 1N!'if!'r:tTO/?. 23 .. TRAFF'IC G/:JN-IROt-U 'D """' t'!'i't "'{3EV!eE-3""5,-, LL BE PLACED AND MAINTAINED ,0 Ei? TN£ STATE OF CALIFDF,N!A OFPA/IT;\AENT or TRANSPOF?TATION, MANUAL OF WARNING SIGNS, UG!-/TS, AND DEV/Ci:.S FOR USE IN PERFORMANCE or WOl?K U,OQ(✓ /iiCHWAYS AND TO THE SA7JSFACTION OF Tf-1£ cn Y £NG!f\lf:[R 24, NOTICE TC CON TRACTORS: EXISTENCE AND LOCA/lONS OF ANY UNDERGRO UND UrtUTY PIPES OR STRUCTUF/ES SHOWN Of THESE PIA/\JS ARE OEilA!NED /JY A SEARCH OF TN£ AVAi/ABLE eECCf?D.)~. APPF?OVAl-OF 1}-!ES'E .PLANS' 8 Y T!--JE CfTY o r NEWPORT BEACH DOES NOT CONSTITUTE A F/EPF/ESENTAT!ON AS TO 7/iE ACCURACY oe COMF'LETENESS OF Th'E' LOCATION OR EX/ST[NCE OR NON-EXISTENCE or ANY UNDUIG/WUN/J UTIL!lY Pif'[ OR STF?UC)VRE WITHIN rHE UM/TS OF THIS PROJECT. THE CONTRACTOF? JS FIEOUIRED TO TAKE AL L our: PRECAUl/ONARY MEA/\S TO PROTECT T!-/E UTILITY L!NFS NOT 0,r RECORD OR NOT SNOVIN ON T!-IESE PLANS. 25_ PR!i/ATE ENCIN[CR'S NOT/CL PR/OF/ TO CONSTRUCTION , SEWER AND WATER CONTRACTORS SHA LL ASCEF/TAIN T/iL COHHECTNESS OF WA TER SERVICES AND SEWFR LATERAL LOCATIONS W!TH THE CJEVEL0{;)£R. ANY DC\1/ATfCN FT(OM LOCATIONS SUOW1V ON TH ESE PLANS SHAU_ BE REPO,RTEO TO THE ENCINCU/ JCOF/ AD,JUSTMENT PRIOR TO CA LUNG f'()f/ ANY-CONSTRUCTION STAX!NG' REQUIRED. 26. TUE FINAL OF/ SUF/FACE LAY!.:{{ OF ASPI /ALT CO NCRETE SHALL NOT BC Pl ACFO UNTIL ALL ON- S/7F l,v!PRC'v'EMEN 7S HAVE BEEN COMPLETED, INCL UDING ALL GRADING AMD UNTIL ALL UNACCEV/ABJ.E CONCRETE WORK /-/AS BEEN REM OVED AND REPLACED UNL CSS APPROVED OTH£RW!SE BY TINIE ENGlNELF, PER PF & F?U StD.;{l 7805, 2 7. STF/EFT LIGHTS SI-/ALL BC A MINIMUM 0/-nvt FEET (5 ') AWAY FROM UT!L!Tl[S (I.E., E'IRE !-ft"ORANTS)- W/0 't,'1'.)R.l<ING l)M 5 EE FOrS:\': YOU Dl{I \:A0T1PN": f<i,,rem:J~;-\11,:it tM ...:SA Csmwr .-,oi_m,m 01,ly lhrm,;, 1,.1t]liti1"a bolor,;iin"? i:o thr, c,:,r,t';O!', Yher(' col!ld be od1c1,· l!c"lifoo:a pn,i,0fl\ ~t t.hc 'M'Ork cite, The .:mr1tiw will inhm1 }'\!H ,;.f ,<;fo,m thlly i,!11 notify IN I PRO VE ENT P N AERIE SHEET I 2 INDEX OF SHEETS DESC F,;I PTION "'~~,-~~N• TITLf SHEFT STORM DRAIN PUN AND PflOF/LE I/NE "Au 2 0 1 CA,r:;;/\JAT/Ol\J AVENUE I CORONA cny OF COSTA MESA PRO,JECT LOCA Ti OH DEL JOHN WAYNE AIRPORT VICIN ITY MAP NOT TO SCALE MA R PURSUANT TO ASSEMBL\' BILL 3019, NO EXCAVATION PfRM/T IS VALID UNLCSS Tf-H£. FOLLOWING JS eEF?FORM[D : i. UNDEF?GROUND SERVICE AU:RT FIAS BEEN CONTACTED AND HAS PROVIDED !NQU/,RY !.O. NUMB[!? 2. TFIE UNDERSIGNED AGF/EES TO CONTACT ANO OBTAIN AN INQUIRY 1 .. D, NUMBER rt?OM UNDERGROUND SERVICE ALERT (1 -800-422-1 133) Al I.EAST !WO WO,RKING DA YS PF/!OR TO COMMENCING EXCAVATION. SIGNED • DATE ---------------- NO TI CE TO CONTRACTOR CONTRACTOF/ S/-/ALL VEF/1/' Y ALL (,'ONOITIONS AND DIMENSIONS AND Sf/ALL F/FPORT ALL DISCREPANCIES TO Tl-IE ENO/NEER FW!OR TO ff/F COMMENCCMENT OF WORK. PRIOR TO CONS TRUCT/ON OF ANY CONCi?ETE STF/UClVf/E, THE CON IRACTOR SHALL VER/,cy WITN THE SOILS ENGINEER, Tr!E TYPE OF C()NCREIE RECOMMENDED. EX/STll,G UNOEr?GROUND STRUCTURES • TI/C EXISTENCE AND i.OCATION OF ANY UNDFl?CF/OUND UTIUTY PIPES OH STRUCTURES OR CONDUITS SifOWN ON THESE PLANS AF/F OBTAINED BY A SF_ARCl-f OF THE AVAILABLE FIECOflDS. IO T/-/E BEST OF OUR KNOWLEDGE', TUFRE AF/F NO EXIS'//NG UTiUT/ES EXCEPT AS Sf/OWN ON THESE PLANS. Tl-IE CONTRACTO,R IS RFQU/RfD TO TAi<E Tl-/[ PRECAUTIONARY MEASURES TO F'RO TECT THE UTIL.ITY LINES SHOWN AND ANY' OTNFFI f. 1 I I I I I \ i l 1 LIN[S NOT OF HECORD OR NOT S/-IO WN ON frlfSE PLANS, IT Sl-!ALL BE THE CONlRACTOF:p; RfSPONS/8/L//Y TO NCH/FY TH [ OWN[F/S o,r THE UTILITIES OP STi?UCTU,RES CONCERNED BEFORE STARTING WOF?K, CONTRACTOR FVl'/T/IER ASSUMES ALL LIABILITY AND RESPONSIBIL!T>' F'Ol'i TNE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES Si-lOWN OR NOT Sr/OWN ON TlifSE PLANS. CONTF/ACTOR AGREES TH1'T ~IE SHALL ASSUME SOLE AND COMPLETE RE$PONSIB/L/T( FOR .JOB SITE CONDITIONS DUF/ING lf-/E COURSE OF CONSTRUCTION or THIS PROJECT, IN CUJDING SAFETY or ALL PEliSONS Al✓D PROPERTY. TNAT THIS REOU!RfMENT SHALL APPLY CONTINUO USLY' AND NOT BE UM/TED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SF/Alf_ !J/~E'FND, INDFMNIF'Y AND HOLD TI/E OWN ER, THE [NGiNFER, AND Thi£ COUNT'( OF Of?ANGE HARML CSS FPOM ANY ANO ALL LIABILITY, REAL OR ALLEGFD, IN CONNECT/ON WIT// TUE PERFOF/MANCE. OF WORK ON Tr/IS PF/Os!ECT, [XC.'YTING ror~ UA/3/LITY ARISING FROM SOL£ N[GL/GfNCE OF OWNER, ENGINE[(/, 01? COUNTY OF ORANG[. ,.,, Q of ESS / \? D. 0 ~ NO, <020:13 ::::1 if.. Exp. 3/31/14' STORM DRAIN NOTES 1. ALL CON CRET E !N R[:f\WORCEO CONCRETE STf<UCTJRES MUST BE 32'.30 P.S.i. IN 28 DAYS , JYPE V PORTL'\N.D CE 111ENT CONCRETE, CLASS A. 2. ALL PIPE LENGTHS AR E HOR IZONITAL FRO,JEOTION S, UNLESS OTI-I El'sWI SE SHOWN. J. FOR TRE:N!CH D<CAVATIONS IN NA,IVE SOIL, Sl•;ORING SHALL BE PROVID ED TO SATISFY STATE OF CALI FOR l,A S/l,FCTY REQU IREMEN~S. -1. Plf'E CO~ISfRUCT ON IN FILL ARE,~ MU ST BE COOR DINATED WITH THE GRADING TO INSURE !HAT WHEN THE FILL OPEf,ATION HAS BEE N COMPLETED AT Gf,AD E .THEF,E IS /.\ i\1 11~.IMU.M OF TWO FEET 0 1' FILL ABOVE l'HE TOP OF P!PE, UNLESS OC-HE RWIS:C: NOTED ON PL/\~iS. 5. ALL WORK MU ST BE l,'J CONFORMAl✓-C E WITH THE GREEN BOOK. 6. THE CONTP.ACTOR SHALL REQUEST INSPECTION FROM C-HE PUB LIC WORKS t,ND UTILITIES DEPARTME NTS 48 HOURS IN ADVANCE OF /\NY WORK IN THE PUBLIC fl/W. Tllf:: PU BLIC WORf<S PHO NE NU MBER IS (949) 544 •• 3:5 11 AND ,HE UTILITIES DEPARTM ENT f'~IONE NUMBER IS (949) .644·<30 11 . • 7. ALL I-ILLS MUST BE COMPACTED TO 9D% RElAnVE COMPACTION AS DETEmAINED BY THE CA U0 0 RNIA n:sT METHOD NO, 2 16, 1978 "PVE LAYER ME!'HOD ", AU_ BAC KFILL MATEfllAL MUST BE FREE OF VEGETABLE MATTER . 8. /\LL SUR\/EYl~IG REQUI F,E D 1c·or, VEf<TICAL AND HOR IZONTAL ALI GNMENT MUST BE PRO VID ED BY THE CONTRACTrm OR DEVELOPER AND SUFFICIENT REFERENCE STAv:11,c MUST 8[ IN ACCORDANC E WITH THE REQUEST or· THE CITY OF NEWPORT BEACH INSPEC"OR. 9, UNLESS OTHERW ISE NOTED 01,, F'LANS, AU_ l'<El~lfORCED CO NCRETE PIPE MUST OE BEDDED IN ACCORDANCE WITH f"IP E 3EQC INC DETAIL PER CITY OF NEWPORT GEACH STD. 106-L, 10. PRIOR TO THE PL'ICEMENT OF STORM DRAIN LMl0RO\/EME NTS, THE DEVELOPER'S SO'LS [NGINEER SH,~LL CERTIFY IN WRITlfJG TO THC: CITY OF NEWPO.R I BEACH ENGINE ER THAT TH E STOR M DRAINS' SUBGf,ADE IS OF ADEQUATE STRENGTH TO Sl,0 PORT THE STl'<UG:lJ RES AND ANY ANTICIPATED LOADS. • 11. PR IOR TO THE CO MMENCEMENT OF CONSTF,UCTI ON, THE DEVELCPER 'S CO NTRACTOR SHALL OBTAI N A PC:RMIT FROM TH E STATE DIVISION Of-INDU STRIAL Sr\FETY. A COPY CF THE PERMIT SHAU_ BE KEPT ON THE JOB SITE /1T ALL TIM ES . i 2. WH ENf.V[R J,PPLICABLE, TH E DE✓E LOP E R SHALL OBTAIN A NR~4 1T "ROM THE STATE DEPT. OF FISH ANO Gl14E • 1N ACCORDANCE WITH S E:CTION 16D2 OF TH E CALIFORNIA FISH AN D GAME CO DE PRIOR TO COM MENCEM ENT OF CONSTRUCT IO N. 13. AU .. STEEL THAT IS TO BE c or,TNUOUS SHAI.L BF LAPPED A MINIMU M OF 4.5 BAR DIAMETERS. 14_ ALL MATERIALS TESTli)C FOR THE Di'!AINAGE FACIU IIES SHALL BE PROV DED BY II-I E CO l~TRAC TOR OR DEVE'_OPER lr-s ACCORD/iNCF. WITH THE NUM BE R, l_OCATl<lr✓, i\ND "REQUENCY REQUESTED rlY THE CITY ENGINEER. 15, CHAM FER /\.LL EX.POSED EDGES OF CONC RETE :l /4" MIN, IS. A PE RMIT FOi, WO l,K Wlll llN E)(iSTING STREET RIGHT OF -WAY IS REQUIRED FFW M THE CITY OF NEWPORT BEACII T()R ANY EN CROACH ME'~T NEC ESSAl,Y FOR CONSTRUCTl ot✓ IN PUBLI C RIGHT-OF-WAY. i 7. LEl~GTH. Of' lvlANHOL,E SC-RLJCTURES MAY BE INCREASED TO MEET PIPE El,D,'. AT UPTIO N QF CO NTRACTOR AS LONG AS REINFORCING STEE i IS COl,TINl iED !\S REO UiREll. ANY CHANG": IN SP UI, LOCATION MU ST BE APPROVED BY THE ENGll~E:ER , 18. FLOO R OF MAN l·OLE STRUCTURE SHAcl. BE STEEL F,OWELED TO SPR lhlC UNE. /9. BODY OF MANHOLE STl1 LICTLI RE, INCL UDIN G SP UR, MUST BE PO URED IN ONE CONTI NUOUS OPERATION, EXCEPT THAT CONSTRUCTION JOINT AT THE SP.RIN G LIN E WITH A LONGl'.-UDll~AL KEYWAY IS PERM ITTED. 20. ALL REINFORCING BARS MUST BE EPOXY CO/\TtO AND SECURE I_Y rJE.LD II'! PLACE IN THE FO RMS, TWO -WAY MATS OF STEEL MUST BE WI RED TOGETHER BOTH WAYS AT ALTEF,~JATE INTE RSECTI ONS . 27. STORM DRAIN BACKFILi_ FO '/ AU. FACI LITIES WITHIN STREET RIGl·'T-OF-WAY IS TO BE PLACED ANO. COMPACTED UNOER CITY OF NEWPORT BEAC H NSF0ECTION ANO MEET OR EX'..:EEO CITY MINIMUM STANDARDS, 22, AIL PIP E TO BE BANDED AND GRO UTED. 23. ALL PIP ES SI !ALL CC1Mf"I.Y WITH ALL A.S:T.lvl. APPLI CABLE STM✓DARDS. 24. 26. ALL CATC H BASll,IS AND LOCAL DEPRESSIONS SHAU. BE CONSTRUCTED PER STREET ffvlPROVE ~i E\IT PL/\NS IN ACCORDANCE WITH CITY STANDAR DS. LOCAL. D[PRESSIO~IS AN D DECl<S OF CURB l1~L[TS SHALL 1WT BE POU RED UNTIL AD JAOEhf CURB ,~hlD GUTfER HAS BEEN POLJ l,f:D. AREA DRi\l~J PI PE $HALL BE : A. ACRYLON ITRILE BUT/1DIENE STYRE:t~[ (A [➔.S,) SOLID WALL PIPE CONF'ORM IN G ,o A.S,T.M. D 27!5 1, SDR35 . OR 8, PO l .. 'NINY;_ CHLORIDE PLASTIC (PVC.) PIPE CONFORMING TC1 A.S,T,M. D 3.034, SDR 35. OR C. /\''P'<OVED EQUAL. 27. AN AP PROVED EN CROACHMENT PERMIT IS r,EQU IRED =oR ALL WORK ACTIVITIES Wl1HIN THE PUBLI C F<IGI IT-OF-WIW 28. A PUBLI C WORKS DEPi1RTMEN T ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BU ILDIN G DEPARTME NT PERMIT FINAL Ci\N BE ISS UED, 1\T THE TIM E OF PUBLIC WOR KS DE 0 ART'~E~!T INSPECTION , IF ,\NY OF THE EXISTING PUBLIC IMPROVEMENTS SUl,f,OUNDING THE SITE IS DAMAGED, NEW COtl CRETE SIDEWALK, CURB ,'IND (,UTTER, AW) ALLEY /STREET PAVEMENT WIL.L BE REQUI RED /\ND 100% PAID BY TH E OWN ER . SAlD DETERMINATIOl°>I 1\Nll TH f; EXTE NT OF 7 HE REPAIR WORK SHALL BE f,i,\DE AT THE! DISCR[TIO~I OF THE PUBLIC \\/ORKS INSPECTOR. 29. ALL WORK RELATED TO WATER iri THE PUBLI C r"GH T-Oe0-WAY SHALL BE PERFO R~ffD fJY A C--34 LICENSED PIPELINE CON,RAOTOR OR A LICE NSED GENERAL ENGINEERING CONTRACTOR. 30. THE EXI.STIN G STREET TREE(S) AND Lf\N DSCAl'E SHALL BE PROTECTED IN PLACE. UNAUTHOR ZED TREE 1\ND LANDSCAPE REMOVAL(S) WILL TRIGGU, SUl;JSTANTI AL. PENALTIE,; FOR ALL OF THE PARTIES INVOLVED. \ I • ..9 ~ :z. - --I ~ I I I I I I I ~ ~ ~ r, I I I I I "" ' • < '" • j VER! . ro ' ,a,1'R'/ EX/ST, 10 ' INLET & 24" PIPE PER CITY OF NEV/POl~r BEACH S/ORM DRAIN /MPFWl!EMENT PLANS FOR OCEAN BLVD. AND CAl?NAT!ON AVC EX!Si!NG SIOFN,1, Di?A!N. SEE MON/TOi7!NG NOTES //£RE ON • \ . ,, : __ i \' L MINlivf l)M PIPE 1 gg N 49"23'2(t i I "<· '-i;/) "' . '";./,, f -+- I J/vSL -----·" ~ I CZ)! l __ -.. 1--· 2 ,,, S,',M~M'-'• '••••• •••••-••~~-. ;;;.J) t <O••~• "T N 49~:/3}!0" W ,,;··-·· .----- 8 <S ¼:i' -kL i ~ ·-r-c-•. 1 I ! r ) '---r (~ I -,.-.j~---1--, --:.---<,< " Qj f -er··-----·;:· ~"----··-:-'!-- -.. , .,,,,.. . _, ,Di . 910or 8,.8, 9.f.1,i , ,-,,1,. ,1 .. ,, , . ,.,.,, ;;:l 't;MAX j A 4 fi.p.s; ~ · --1 ,, "'"t'~"" > -~:\· ''''"t CURVE DA TA ,.,,,,,.,,--.,...;, """"""""'""=-8£AR1NG/DEL7A RADIUS 1£NGTH TANCFNT - 50°7 6'.33" 22.50' 2.5.67' 7506' _CON,SJBUCT/ON NOTES INST. 18" R.C.F (SEE PROFJIE FOP D-1.0AD) BEDOINC PER CITY OF NEWPORT BEACH BEAC/-i STO. INST. 24" R.C.F (SEE PROriLE FOR 0--LOAO) fiEDDING PER r:/IY OF NEWPORT BEAC/-1 BEAC/-1 STD, ' CONST. LOCAL DEPRESSION PcR CIIY OF .WPOP.T BEACH STD. 304--L CONST INLET TYPE OL PER CITY EV/PORT BEACH sm. 306-L CONST. JS NO. 1 PER Cl · OF NEWPORT BEACH STD, 310-L @1-- @';)--C£D\--- @)---- @i--- @----CONNEC7!0N TO CtfRB INL ET PER CITY OF NEWPORT BEACH STD. 303-L ~-P.C.C TRENCH RESURF"ACING PU/ CITY or NEWPORT BEACH STD. 303--L-B J.JONfTORING NOTES 1. roLLOW ALL MONITO[IING REQUl!ICMEN!S /ROM Tl-I[ BU/WING OFrtCIAL AND/OR INSPECTOR. 2 Tl-/£ APPLICANT SHALL CONDUCT A CCTV OF Tl-IE STORM DRAIN LINE AF!ER Tl-IE COMPLETION or THE PROJECT (BUILDING) AND PROVIDE A COPY TO THE CITY FOR REVIEW. THE C//Y ALREADY CONDUCTED A CCTV OF Tl!£ STORM DRAIN LIN[ FOR lH[ "BE/CORE:'' Pr?OJECT SCENARIO. 3. IF ti-IE CONSTRUCrlON OR CON/ RAC TOR DAMAGES ANY LENGTH OF STORM DRAIN PIPE TO WHERE IT CANNOT BE RELINED PROPERLY (AS O[TffiMINED BY THE CITY}, THE APPLICANT WILL BE RESPONSIB/.C TO REPLACE THAT SECTION OF THE STORM DRAIN PIPC. ONCE TUE RE PAIRS AR£ MADE, IF ANY, THE APPLICANT CAN MOVE FORWARD Wf/H INSTALL/NC) THE NEW LINER /CROM TOP TO BOTTOM. !Hf NEW LINER SPECIFICATIONS SHALL BE RE'!/FWEO AND APPROVED BY Tl-/£ CITY PRIOR TO THE START OF WORK. 4. IF THE CONSTPUCTION OR CONTI/ACTOR CAUSES ANY /JAi/AGES TO THE STORM DRAIN LINE CONST/JViJNG EMERGENCY REPAIRS, AS DUERMJNED f/Y THE CITY, THE APPLICANT Sl!ALL IMMEDIATELY MAl<E Tl-/[ R£PAIRS TO THE CITY'S SATJSFACT/ON. 106-L 106 -/_ NORMAL DEPTH HYDRA ULIC DATA ~ ... LINE STA to STA ' Q,oa DIA So n De Ve Sc .... ,,, .. "A" 1+00.00 1+41.04 18.4 24" 0.0080 0,013 1.54 7-07 0,0075 .. ~·-· "A" 1 +45.54 2+60.64 9.6 18" 0.0065 0.0 13 r.20 ",. «',/:; 0,, .. ....., 0:0081'! ----••+-1-.. ,-~•« ,.,.,..,., -- "A -1" ---8,8 l 18" 0.0137 0.015 1. 15 6.06 o. 00/J 1 I PLOTTED BY : P,rnanda Coppola DATE: Oct. 23, 2013 11 :06:19 AM Dn Vn Vf I 50 7.30 5.86 FULL ~,-~-· 5.43 0.94 7.56 f98 Sf 0.0066 0.0084 0.0070 .... ------ PROFILE SCALES /" c. 20' 1" = 4' ~