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DWG 450-3; CT 03-01-03; LA COSTA RESORT & SPA PHASE 3; 01-04
' ' ' : ' : I ' I ' 1i: i: i' .I '!, •I: '1-. :: . ' 1, ' I ' ' i I ' i; ' ' I ' '' I' ! . I; i I , I ,, ' I ' I; GENERAL NOTES ,. THIS Pl.AN SUP£RS£DES ALL omE;R Pl.ANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAO REGARDING IMPROVEM£N"fS SHOWN ON THIS SU OF Pl.ANS. . . . 2. APPROVAL OF' mis PLAN DOES NOT L£SS£;N OR WAIIIE" ANY PORnON OF TH£ CARLSBAO MUNICIPAL CODE. RESOLUnON OF' CONDmONAL APPROVAL. CITY STANDARDS OR om,R ADDmONAL DOCUMCNTS LISTED Hl;R£0N AS ma MA y PE:RTAIN TO THIS PROJl;CT. TH£ CNGINIIR IN RESPONSIBLE" CHARG£ SHALL REVIS£ THES£ Pl.ANS WHEN NON-CONFORMANC£ IS DISC0Vffi£D. . . . J. CITY APPROVAL OF Pl.ANS DOES NOT R£1.1£11£" THE DEY£1.0Pi;R OR £NGIN£/;R-OF-WORK FROM RESPONSIBILITY FOR THI! CORREcnoN OF £RRORS ANO OMISSIONS DISCOV£R£0 DURING CONSTRUCnO/'/. ALL PLAN R£VISIONS SHALL 8£ PROMPn.Y SUBMl1T£0 ro TH£ CITY £!,IGIN££R FOR APPROVAL. . · · f. A Rl0HT-0F-WAY PE:RMIT FROM TH£ CITY £NGIN£fJi WILL, B/!1 R£QU/R£O FOR ANY WORK IN TH£ PUBLIC RIGHT-OF-WAY. PRIOR TO P£RMJr ISSUANCE, A C£RnFICA T£ OF INSURANCE" MUST BE FIL£0 NAMING TH£ CITY OF CARLSBAO AS AN ADDmONAL INSUR£0 ON m£ P£RM111££'S POLJCY IN TH£ MINIMUM AMOUNT OF 11,000,000.00 FOR £ACH OCCURR£NC£ OF UASILITY. Vi( INSURANCE: COMPANY WR/UNG TH( POLICY MUSr HA"f'. A RAUNG OF'. "A-" QR BITTER AND A SIZE: CATEGORY Of'. QlASS V QR BETUSR AS ESTABLISHED BY "BESTS" KEY 8AT/N(l (,JJ[QE, ; 5. NO WORK SHALL BE COMMl;NC£0 UNTIi. ALL P£RMITS HAVE: 8£/;N OBTAIN£0 FROM TH£ CITY ANO OTH£R APPROPRIAT£ AG£NC/£S, 6. R£VISION OF TH£S£ PLANS MAY 8£ REQUIRED , IF TH£ PROPOSED IMPROVEM/;N"fS ARI! NOT CONSTRUCTED PRIOR TO TH£ Of;A()LJN£ DAT£ ON TH£ IMPROVEMcNT A0R££Mt;NT. • ' · ' , . . 7. NO REVISIONS WILL 8£ MAD£ TO THES£ PLANS WITHOUT TH£ WRITTE:N APPROVAL OF TH£ CITY £NGINITR, NOTED WITHIN THE RfY/SION BLOCK, ON TH£ APPROPRIAT£ SHITT OF TH£ Pl.ANS ANO TH£ Tln .. f !ilf£ET. B. ORIGINAL DRAWINGS SHALL BECOME TH£ PROP£RTY Or THE (;ITY UPON. Sc/NG SIGNED BY Tf£ CITY cNGINffR, 9, THI! ORIGINAL DRAWING SHALL 8£ RIYIS£0 TO Rm£CT AS:._dUILT CONDITIONS BY TH£ l:NGINITR-OF -WORK PRIOR ro FINAi. ACCcPTANCE: OF THE WORK BY TH£ CITY. . . 10. ACCESS FOR FIRE ANO OTH/;R EM/;RG£NCY VEHICL£S SHAU: 8£ MAINTAINED TO THE PROJECT SIT£ AT ALL nM£S DURING CONSTRUCTION. r I, WHcR£ TRENCHES ARC WITHIN CITY l:ASEMl;NTS, A SOILS REPORT COMPRISE{) OF: (A) SUMMA.RY SHW, (B) LAEJQRATORY WORI( SH/;fil ANO (C) COMPACnON CUR~ SHALL 8£ SUBMl1T£0 BY A · PROFcSSIONAL ENGINITR OF TH£ STATE OF CALJFORNIA. PRINCIPALLY DOING SUS/NESS IN Tf£ FIELD OF APPL/£0 SOILS MECHANICS, THC SOILS RcPORT WILL SI! SUSMfTTEO TO THc CITY l;N(;/N£/;RING INSPECTOR WITHIN TWO WORKING DAYS OF TH£ COMPLf:TION OF FIELD TESTS. THE WRl1T£N FIELD COMPAcnoN REPORTS SHALL B/i IMM£01AID.Y SUSMl1T£0 TO THE CITY ENGIN£/;R/NG INSPECTOR UPON COMPL,:TION OF THE Fl£1.0 TESTS. . , ,2. A PRE-CONSTRUCUON WEIT/NG SHALL BE HEID AT ViE $17' PR/OR TQ M BEGJNN{NG OF'. WORK AND SHA/ L Bil A UENDED BY ALL . • REP8fSENTAUVES RESP<JNSIBI.£ FOR CONSTRUCT/ON. INSPECT/ON, SUPERY[S/QN, TESUNG AND NL QViER ASPECTS OF'. ViE WORK TH£ CONTRACTOR SHALL SCH£DULI! TH£ Mi;f:TING THROUGH THE PE:RMIT Cl.£RK (160)438-3891 AT L£AST FlilE" (5) WORKING DAYS PR/OR TO STARTING .CONSTRUCTION. APPROVED DRAWINGS MUST s,: AVAILABLE PRIOR TO SCH£/JULJNG. . . . , r J. All, INSPECTION REQUESTS QViER 77-IAN FOR PR(--CONSTRUCTION MEETINQ WILL BE: MADE: BY CAI LING TH( E;NGINEERING 24-HQUR INSPFCTIQN REQUEST' U/.le Ar (ZBQ)f38-J89 t, INSPECTION REQUES[ MUS[ 8' RECEIVED PR/QR TO 2:0Q eu. ON Vi( DAY BEFORE: TH( /NSPfCTION IS NITDED, INSPi;CnDNS WILL SE MA/Ji; ml! N£XT WORK DAY UNLESS YOU REQUEST OTH!;RWISE, REQUESTS MADE AFT£R 2:00 P.M. WILL SI! SCH/;Dl/L/;O FOR TWO (2) FULL WQRK i.4YS I.Af'R, 14, THE OWN£R AND/OR APPLICANT THROUGH TH/I D/Yl;J..OPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFUY D£V/Ci;S, INCLUDING SHORING, AND SHALL 8£ SOLELY RESPONSIBLI! FOR ,CONFORMING ro ALL LOCAL. STATE AND F£DcRAL W£TY AND Ht:ALTH STANDARDS, LAWS ANO R£GULAnONS. "· 18. THI! CONTRACTOFt SHALL CONFORM TO LABOR CODE S£CnON 6105 SY SUBMITTING A DUAIL PLAN TO THE CITY £NCIN££R AND/OR OONC£RN£D AGENCY SHOWING TH£ DESIGN OF SHORING, BRACING, SLOPING OR OTHl;R PROVISIONS TO BE MA/JE OF WORKER PROTECTION FROM mc HAZARO OF CAVING DURING THE EXCAVAnON OF SUCH TRENCH OR TRf:NCHES OR DURING THE PIPC INSTALLATION TH/;R/;/N, THIS Pl.AN MUST BE PRE:PAR£D FOR ALL TR£NCH£S FIVE: (5) F£ET' OR MORC IN DCPTH AND APPROVED BY THI! CITY /;NG/N£/;R AND/OR CONC/;RNcD AGENCY PRIOR TO £XCAVAnON. IF'. TH( PLAN VARIES FROM ViE SHOR/NG SysTQJ STANDARD$ ESTABI (SHED BY ViE CONSTRUCTION SAFE1Y ORDERS, nn.E B CAIIFORNIA ADM(NISTRATIV( CODE ViE PIAN SHALL BE PRE:PARED BY A REG/STEREO ENGINE& Ar TH( CONTRACTOR'S EXPENSE: A COPY OF THE OSHA E:XCAVAnON P/;RMIT MUST Bl! SUSMl1T£0 TO THE INSPECTOR PRIOR TO E:XCAVAnON, . . ' If'. ANY ARCHAEQL OGICAL RESOURCES ARE: DISCOVERED WITHIN. ANY WORK ZQN£. DURING CONSTRUCnON, OPERATIONS WILL CD\$( IMMEDIATEl,Y, AND mc PE:RMl11£E WILL NOnFY TH£ CITY /;N(;INITR,. OPERATIONS WILL NOT RESTART UNnL THE Pi;RM/17££ HAS R£C(;IVED WRITT/;N AUTHORITY FROM THI! CITY £NGINITR TO DO so. . 17, ALL OP/;RATIONS CONDUCTED ON THI! SIT£ OR ADJAC/;NT TH/;RE:TO, INCLUDING WARMING UP, R/;PAIR, ARRIVAi.. Di;PARTUR£ OR OPERAnON Or TRUCKS, £ARTHMOVING £QUIPM/;NT, CONSTRUCnoN EQUIPME:NT ANO ANY OTHER ASSOC/A TEO CRAVING /;QUJPME:NT SHALL 8£ LIMITED TO THC PERIOD 8£1Wi;i;N 7:0() A.M, ANO SUNSE:T £ACH DAY, MONDAY THROUGH FRIDAY ANO NO £ARTHMOVING OR GRADING OPERATIONS SHALL /J£ CONDUCTED ON W££KtNDS OR HOLJL,4 rs. (A LIST OF CITY /-IOLIDA YS 1$ AVAILABLE" AT TH£ £NG/N£/;R/NG 0£:PARTM/;NT COUNTl;R.) 18. All OFF-sroc HAUL ROUIFS SHALi. Bl! SUBM/1T£D BY TH£ CONTRACTQB TO me CITY ENGIN££R FOR APPROVAL TWO RILL WORKING A'\ts PRIOR TQ BfGINNING OF WORK, THE CONTRACTOR SHALL Bf RF:SPONSIBLI; FOR ANY DEBRIS OR DAMAGE OCCUR/NG ALONG TH( HAUL ROUTE: OR ADJAC£Nr STREITS AS A RESULr Of THtr GRADING OPERAnON, 19, NO 8/.ASnNG SHALL BE COMM£NC£0 WITHOUT ~ CITY ENG/NE£R APPROVED BLASTING PROGRAM, 20, THI! /;XIST£NCI! ANO LOCATION OF unLITY STRUCTURES ANO FACILJT/£S SHOWN ON TH£ CONSTRUCTION PLANS W£R£ .OSTAIN£0 BY A Sf:ARCH OF TH£ AVAILABLE" RF:CORDS. ATTE:NnON IS CALLEO TO m£ POSSIBLE E:XIS'Tf:NC£ OF OTH/;R U71L/TY FACILln£S OR STRUCTURES NOT SHOWN OR IN A LOCAnoN DIFF£R£NT FROM THAT SHOWN ON THE PLANS. THE" CONTRACTOR IS RcQU!REO TO TAK£ DUE PRECAUTIONARY Mf:ASUR£S TO PROTECT THE Unt.JTl£S SHOWN ON THE PLANS ANO ANY OTHER E:XJSnNG FACILJnES OR STRUCTUR£S NOT SHOWN. . ' 21, ml! CONTRACTOR SHALL Vffi/FY THE LOCAnON OF ALL £:)(/STING (CONTINU£D) GENERAL NOTE (CONnNU£D) . . I FACILITIES (ABO ,GROUND AND UNDERGROUND) w1m1N THI! PROJ£cr SIT£ . SUFF/Cll;Nn..Y AHftV) OF GRADING TO PERMIT TH£ Rl:VISION OF GRADING PLANS IF IT IS FirUND THAT TH£ ACTUAL LOCATIONS AR£ IN CONFLICT . WITH THC PROPO £0 WORf. • ! i ' 22. THE CONTRACTOR' SHALL NOTIFY AFFECTED unLITY COMPANIES (S££ 8£1.0W) AT L£AS,! TWO (2) FULL WORKIN(; DAYS PRIOR TO STARnNG GRADING Nl:AR Tl/£/R FACILITIES AND SH,4LL COOR DINA TE TH£ WORK WITH A COMPANY R£PR£SENTAn~ ' •. . I : UNOCRGROUNO ,RVICE ALERT ' SDGJt.£ I : SBC· i nME WARN/;R (CAfJLI! TV} ! CITY OF CARLSSA!) (STRcf:!S ,t STORM DRAIN) .'CITY: OF CARLSE;l;,0 (WA'Tf:/l ,t R£CLAIM£0 WATER) "$AN D/£GUITO WATER DISTRICT ' ' ' •t.cUCA/JIA WASW:fATER DISTRICT •VALL£CITOS WA~R DISTRICT 'OLIVENHA/N MUNICIPAL WATER DISTRICT •sut::NA SANtTAnd DISTRICT , •AS. APPROPRIA T£ SPECIAi. NOTES (800)422-f r 33 (800)1JIJ0-13fJ (800)892-012-1 (800)872-D204 (11J0)4J4-2980 (11J0)438-2122 (71JO)IJ3J-265() (160)15J-D155 (160)144-0460 (160)15J-6466 (160)726-1340x1374 MULn-UNIT PRIVATE: 1TERAL CCR's R£QU!R£0 FOR LA COSTA R£$ORT -CARLSBAO TRACT. CT.OJ-Of-OJ OMM£RCIAL DWE:L/.ING I/NIT LOTS 38-42 WITHIN THE LEUCADIA WASTEWATER DISTRICT LWIJ), j LA COSTA RESORT AN~ ALL SUSS£QU£NT OWNF;RS OF THI! PROPF;RTY OR ANY POROON OF THI! PRO?f:RTY (O','(Ni;R), ACKNOWLE/JGE, UNDERSTAND, AND ACCi;PT THE FOLLOWING COVEN1,NTS, CONDtnONS AND R£STR/CnONS (CCR:s) CONDmON£0 BY LWO FOR ALLOWANCC o/:. EXCl;pnoNs FOR US£ OF MULn-UNIT S£'N£R I.AT£RALS REQUESTED BY OWNER ON CARLSBAD TRACT (JT OJ-Of-OJ, LOTS 38-42, IN THE CITY OF CARLSBAD, cot' 'NTY OF. SAN DIEGO, $TAT£ OF CALJFORNIA (H£R/;/NAFT£R, iH£ PROPF:RTY"), rn ASS£SS()RS PARCEJ., NUMS£RS INCLUDE: 21/J-123-07 (FUTURE APN: 216-59 -15) CljRR£NT AS OF TH£ SIGNING OF THESE IMPROVEM£NT PLANS, ANO THESE CCR:s SHALL' ALSO APPLY TO ALL SUBS£QU£NT APN's ASSIGN£/} fJY TH£, CQUNTY R£C01D/;R TO r410 TRACT ANO LOTS. 1) OWNERSHIP AND 4(AINT£NANC£ Or ALL INDMDUAL ANO MULn-UN/T S£W£R I.ATE/fALS ("FRIVATE SfW~ FACILIT/£S? .SHALL REMAIN WITH OWNi;R(S). . I , 2) PRIVATE S£W£R F~CtLmES SHALL NOT SI! DEDICATED TO LWO, NOR SHALL LWD ACCEPT OR fl! LIABL£ FOR OWNERSHIP OR MAINTENANCE OR PRIVATE S£W/;R FAC/Ltn£S, , J) t:ACH OWNER IND!VIDUALL/ OR A" OWNERS JO/Nn..Y, ARC LIABLc ANO RESPONSISL£ FO~ DESIGN, CONSTRUCOON, OPERAnON, MAINTENANCE, REPAIR AND RE~CE:MF;~Tl OF PR/VAT£ Sf:W/;R FACILJT/£S. 4) OWN£R SHALL ACl{NOWL£DG£ THAT MULn-UN/T I.ATERALS INH/;Rt:NTLY ALLOW mE POSSIBILITY QF ONE LIVING UNIT CAUSING D<)WNSTR£AM Sf:W/;R LATERAL , BLOCKAGE THAT AfFFCTS OTHE:R UPSTREAM LIV/NO UNITS CONNECTED TO m£ S4MI! LAT£~ ~ OWN/;RS SHALL SE" JOJNn..Y R£SPONSISLI! FOR ANY ANO ALL MAINT£NArNCI! AN(/ DAMAG£ CAUSED BY S£Wf:R LATERAL BLOCKAGE R£GARDL/;SS OF USE. • : ' 1· "" ' ' 5) OWNE:RS INDMDI.J/jLLY AND. JO/Nn..Y SHALL INDEMNIFY LWO SOARD OF' /J/RECTORS, STAA') AND CONSULTANTS FROM ANY .ANO ALL CLAIMS RELATED "{!:,_J;'i!%_AT£ SEW£f FACILl~ES ANO MULn-UNIT LATERALS FOR ANY ANO ALL I I SOURCE OF TOPOGRAPHY I I TOPOGRAPHY SHOWN OJ;I THESI! .PLANS WAS COMP/L/;O SY PHOTOGRAMM£TRIC Mi;THODS, FROM A£R~ PHO.~. OGRAPHY DATE:O 08-D.3-01, SY RICK £NGIN££RING COMPANY. TOPOGRAPHY SHOWN H/;R£0N CONFORMS TO NAnONAL MAP ACCURACY S.TANDARDS. . , DEVELOPED CAMEO HOM/;S 1107 QUAIL ST NEWPORT St:ACH, CA 9 26() 949-955-3832 i BENCHMARK A STREU C£N'Tf:RLJNE l,IONUM£Nr ON El. CAMINO R£AL 0.88 MIL£$ NORTHERLY FRO. M LA ... COSTA AVENUf RCCORO FROM: NORTH COUNTY VERnCAL CONTROL DAT,A, PAGE 18-1 I • E:L£VAT10Ni lliJ.122 A/JJUST£D DA TUM: NIVD 29 PROJECT LOCATION . I THIS PRpJ£CT IS iOCArO WITH/1 ASSESSORS, PARCEL NUMBcR(S) 216-590-19 THE CALIFORNIA COORDl['NATI! IN~ Or THIS PROJECT IS N ~ I! ~ REFERENCE DRA G~ I CITY OF CARLSBAO /JR,'iWING NO!S, 422-6, 422-M 402-28, 402-2C, 402-2£, 402-2F, . 4' CMWD 7381 i BASIS OF BEARING~ · . . . • I THE BASIS OF St:ARING(l FOR Tf!IS SURVEY IS THI! CALIFORNIA COORDINAT£ SYS'Tf:M ~ 198:J, ZON£ \,f, 19~1.35 EPOCH, NORTH AMERICAN DATUM OF 198-1 (NAO 83), GRID Bf:ARINGS 8£TW£E;N STAnON CLS0-02J AS SAID COORDINATES ARE PUSLJSH£!) IN THE CITY OF CARLSf]AO SURVEY CONTROL NETWORK ESTASLJSliCD BY RECORD OF SURV£Y MAP NO. 172~1, FILED IN THE OFFIC£ OF TH£ SAN DIEGO COUNTY R£CORDE:R ON FEBRUARY 8, 20p2. ' HUNSAKER IMPORTANT NOTICE LE, ,CAD/A WASTEWATER DISTRICT & ASSOCIATES SAN OIECO. INC PLANNING 10179 Huennekeru Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858}558-450D· FX(858)558•141• ' " ' . SECTION 4216/4217 OF 77-IE GOVERNMENT CODE REQUIRES A D/GALF;RT IDENTIFICATION NUMB/;R BE ISSUED BEFORE A PERMIT TO EXC4VAT£ WILL 8! VALID. FOR YOUR OIGALERT 1.0. NUMBER C4LL · UNPD?GROIJN(} SERVICE ALERT Al: ' TOLL FREE 1-800-422-4133 7W9 WORKING DAYS BEFORE YOIJ DIG R:\D731\&Eng\lmprovemenl•\0731 IAD1,dwg[ O]Moy-17.'..2007:09:49 · 1 · I P BLIC • SEWER SYSTEM APPROVAL Af!,PROVED : LWD DISTRICT ENGINED? ~6rtff s,--/zs/47 R.C.I:. DATE' ,,;~,loi' EXP. DAT£ I ; ' ' ' WORK TO BE DONE SEWER & WATER IMPROVEMENT PLANS TH£ IMPROVE:Mi;NT WOF,'K SHALL 8£ P£RFORME:0 IN ACCORDANCE WITH THE FOLLOWING OOCUME:NTS, CURR/;NT AT TH£ nM£ OF CONSTRUCOON, AS DIRECTED SY TH£ CITY £NGIN££R. I. CARLSBAO MUNICIPAL COD£ LA COSTA RESORT PHASE 3 & SPA 2. CITY OF CARLSBA/J STANDAR/JS :J. THIS SU Or PLANS 4, PLANNING COMMIS"SION RESOLUnONS NO. 5102 ,t 510-1, DATED AUGUST 18, 2004, AND PC RESO 5236 DATED JANUARY 1'7, 2007. 5. TH£ STANDARD SP£CIF/CAT/ONS FOR PUBLIC WORKS CONSTRUCOON (0RITNBOOK), KEY MAP LEGEND SUBDIVISION BOUNDARY RIGHT OF WAY /;X/STING FIR£ HYDRANT PROPOSED FIRC HYDRANT SHEET INDEX COV£R SHW, NOTES, K£YMAP ADDITIONAL NOTES, DETAILS IMPROVEMcNTS -sew£R. !N.f'/IOVJ!ME~ -WArelt ~ . I ---------- t>O<l DECLARATION OF RESPONSIBLE CHARGE SHEET NO, , 2 :J + I H£RF:BY DCCLAR£ THAT I AM ml! /;NG/N£/;R OF WORK FOR THIS. PROJECT, THAT I HA\lll" E:XE:RCIS£0 R/;SPONSIBL£ CHARGE OVE:R THE Di;S/GN OF THE PROJECT AS DUIN£0 IN S£CnDN 610-1 OF THE BUSINESS ANO PROF£SSIONS CODI; ANO THAT THE DESIGN IS CONSISTENT WITH CURRF;NT STANDARDS. I UNDF;RSTAND THAT m£ CHECK OF PROJECT DRAWINGS ANO SPcCIF/CATIONS BY TH£ CITY OF CARLSBAD DOES .NOT R£l1£V£ ME, AS £NG/N/;/;R OF WORK, OF MY RE:SPONSIS/Un£S FOR PROJECT DE:SIGN. FIRM: A/J/JR£SS: HUNSAKF;R ,t ASSOC/A T£S 9107 WAPL£S STRE:U SAN D/£00, C4 92r21 """"~ "'8)'58-- BY,: ~¼?~~ ~NOL.MARTIN R.C.E. NO. 48670, E:xP. 6/30/08 WATER LINE S£W£R LINE (L W/J) .. L.A ENGINEER OF WORK r;~~~;?.£ RAY NDLMARTIN R.C.E, NO, 48670 EXP, 8/30/08 SCALE: 1 "-80' 6. GE:OTECHNICAL IN\1£snGAnON PROPOSED RESORT VILLAS LA COSTA RE:SORT "' SP,A, DATED NOVEMBER 11, 200J, BY Sl.AD/J£N cNGIN£/;R/NG, UPDATE:0 SEPT ti, 2006. i 7. THE SAN DIE:GO ARcA RcGIONAL STANDARD DRAWINGS AND AS A«Y 8£ MODIF/£0 BY TH£ CITY OF CARLSBAD STANDARDS. 8. E:IWIRONMENTAL APPROVAL DOCUM£NTS, DATED S£PTEM8£R 21, 2004 {PC RESO 5691) 9. STORM WATER POLLunoN PR£V£NnON Pl.AN (SWPPP) PRE:PAR£0 ff/: RBF' CONSULT/NG, DATED: JUN£ 1 D, 2005. WD/0 NO.: 9 37C34QB.,Z, 10, STORM WATER MA'NAG£McNT PLAN (SWMP) PREPARED SY: HUNSAKl;R ,t ASSOC/A'/FS. tNC,, DATEO: JULY 2006. I I, CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATE:R 8'Sr A/ANAG/;M/;NT PRACTICE, HANDBOOK; ANO ml! STAT£ OF CAI.JFORNIA /JEPARTMl;NT OF TRANSPORTAnON CONSTRUCTION SITE BEST MANAGl;M£NT PRACnC£S (BMP) MANUAL LEGEND DESCRIPTION STD. DWG, SYMBOL QUANTITY KEY MAP SCALE: I•-80' - - --w-- - - - - - cJrY Or CAF!LSBAD SUSDNISION BOUNDARY LOT LINC £ASDl£NT LINE EXISTING SOUND WALL RETAINING WALL (P£R S£PARA TE PcRM/1) TYP/i 11 CURB ,t GUTTi;R (PE:R GRADING PLANS} E:X PCC SIDEWALi< PCC SIDf;WALf< TR/;NCH RESURFACING SAWCUT E:XISTING PVMT. RJt.R /;X/STING CURS. GU1T£R .t S/D£WALK 0-Aai'HA4/.'. 8" PVC WATER MAIN FIRE HYDRANT 2" Bl.OW OFF 2• MAR 2" WATER S/;RV/CE W/ 2" M£T£R ,t BACKFLOW PR£V£NTER 2" IRRIGAnON SERVICE W/ 2" McTER .t BACKFl.OW PR£V£NTER £X FIRE HYDRANT £X ~'Tf:R MAIN 6" FIR/! S/;RVICE W//JcTECTOR CHECK THRUST BLOCK /;NO CAP ASS/;/JBLY 12" (;AT£ VAi.YE" S" GATE VALV6 PROTECTION posr ifW-Z. •w-12 •w-,s •w-6 •w-4, W-.2/J 'W-4, W-2() "W·.21, VW:1$ •W-16 .-!f-lf1 .,v-11.-t 6" PVC S£Wf:R LATERAL '••"S-11,S-l(I S£Wf:R CL£AN OUTS PRIVATE STREU LJGHT E:X SEWER MAIN EX STORM DRAIN • CITY OF CARL.SSAD/CMWO STANDARD DRAWING 1• . SAN DIEXJO REGIONAL STANDARD DRAWINGS N~#' IJI.ICAD~ WASTE WArtcH D/$Tf(ICT PRuJECr ' "" "S-fJ, s-, ----------- 117 SF 414-SF 41J6' I.F l@0a llf SF ----w-----317 LF 1· """ ~ I fil ---9--:l, fil ------2 '.;4 @'Q)-.~---~· ""''\ ... \4 J fil F---·~: , fil e,, , /;A ► 3 .J /;A w , fil -3 .z /;A J /;A @ . EA ® 400 LF g , fil , ~·-~ ~ ~--·=·r-~,~, .,,,-~·~c-.. ;.l'.UI! ===:.:::.½Ci9a SITE = COSTA CITY OF ENCINITAS VICINITY MAP NTS CARLSBAD MUNICIPAL WATER DISTRICT DJil-:!;io7 DAVID A. HAUS& DEPUTY CITY ENGINEER R.C.£ 33081 EXP. 6/30/08 s-6,:a.lo1 • DATE INITIAL DATE REVISION DESCRIPTION ENGINEER Of WOR SUSMP PROJECT PRIORITY: HIGH C4RLSBAO FIRE DEPARTMENT "AS BUILT" REQUIREMENTS: N/11,/fJfll OF F.H. '.S'_,_ F,R.OW 1500 t;.P.M. 0/JT OF .1-F.H. '.S' RCE EXP, O.._TE Bl 'I SPR/NKLED2 ...k....NQ__ F.Fl.()W 2250 G.P.M. REVIEWED BY: I --c _ "gt/~/c,7 ' ~ f7/i£~ ' 0/,.JF INSPECTOR D.._TE I SH~ET I CITY Of" CARLSBAD' f SH~TS I OAT£ INITIAL CATE INITIAL OTHER APPROVAL CITY APPROVAL ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: IA COSTA RESORT & SPA PHASE3 CARLSBAD, CA APPROVED: O.._VIO "'•t.fY.4/ ~-DEPUTY CITY ENGINEER PE 33081 eLz,,./o? EXP, 6/30/08 -D,\TE OWN av: PROJECT NO, CHK0 BY1 /.:\' ~ RVWD BY: ~ CT 03-01• o.?> DRAWING NO. 450-3 W.O NO 25J4-0J /3/N : ---··--------- !,, ' :;, -' ',-.. ,. ' " ., • I .I , .. ] ', ', ii', •.. .i ~.--. ,; ' ' '' ', ', I SEWER NOTES (LWD} ! : a / I , t. LWD APPROVAL OF 'f'HBE: Pl.ANS ()OES NOT RWEVE TH£ APPLICANT, PR/VA TE: ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR TH£ CORRECTION OF G?RORS AND OMISSl()l',S DISCCJV£RED DURING OR N'TeR CONSTRUCTION. • , : ; ' 2. ALL OCSIGN MATF:RW-S, AND CONSTRUCTION WORK SHALL CONFORM TO m£ LEUCAD~ WASn::wATF.:R [)/STRICT LWD ~E:R STANDAROS AND TO THE REOUIREMENTS OF TH£ STANOARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND TH£ REGIONAL STANDARD DRAWINGS, MOST CURRENT ED/Tl()NS. IN THE: EVENT OF CONFLICT TH£ LCWD SEWER STANOARDS GOVERN. . •· . ' . J. OSHA SAFETY ORDE:RS AND OSHA CONRNED SPAC£ ENTRY . , REQUIREMENTS SHALL 8£ FOLLOWF:D AT AU TIMES W/THOj.11 .EXCEPTION, ; ! I +. TH£ CONTRACTOR SHALL HAIi!" A COPY OF THI! SEWER NOTES 2. ,t J, DOCUMENTS ON TH£ JOBS/TE: AT ALL TIMF:S. . . 1 ' ' ) ; ' :S. TH£ CONTRACTOR SHALL GUARANn:E AU WORK FOR A PERIOD OF ONE YcAR AFTF:R TH£ DA Tl! OF FINAL ACCf:PTANCf! 8)'( LWO AND SHALL RePAIR OR RE:PI.ACE: ANY WORK THAT Av\Y PRO',lf: DEFECTIVE IN WORKAv\NSH/P AND/OR Av\TF.:RW-S WITHIN THE ONE l'E)IR PERIOD WITHOUf £XP£NS£ WHATSOEVER TO LWD. . ' ' ' : : ' 11. QUANTIT/fS SHOWN HF:RON AR£ FOR BOND ESnlMTF: PURPOSES ONLY. NF:/THeR THE PR/VATF: eNG/NE/;R NOT LWD GUARANTEJ! THE ACCURACY OR COMPILT£NESS OF THE ~CR QUANT/Tl/;$, . . i ' 7. PRIOR TO CONSTRUCTl()N, TH£ CONTRACTOR SHAU SUBM/r SHOP DRAWINGS OCPRESCNT/NG ALL Av\TF:RW-S AND SUPPLIF:S SATISFACTORY TO LWD. WORK SHALL NOT COMM£NC£ UNTIL SUCH Av\TF.:RIALS ARI! APPROVBJ BY LWD. ' ; · ' 8. PRIOR TO BeGINNING THE: SF;WF:R WORK TH£ LWD INSPECTOR 'SHALL 8£ FVRNISHE:D THRCE sm OF CUT SHeeTS AND SHALL COMPLY WITH LWD STANDARD SPeC SURVEY ReQU/ReME:NTS. · . : i . . 9. PRIOR TO BE:GINNING SE:WE:R' WORK, CONTRACTOff' SHALL SEGUR£ A LWD PERMIT FOR CONSTRUCTl()N AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE: TO LWD PRIOR TO CONSTRUCTION. ! • , 1(}. NO WORK SHALL 8£ COMMC/'ICEO UNTIL ALL PE:RMITS HA\-!' 'iiiE:N OBTAINeD FRO/I TH£ JURISDICTIONAL CITY, COUNTY, AND/OR OTHE:R APPROPRIA Tl: AGE:NCIE:S. ·. • It •. CONTRACTOR SHALL CONFORM TO LABOR COD£ SeCTION 6705 BY SUBMITTING A DUAIL PIAN TO THE DISTRICT eNGINF:ER SHOWING THE: {)£SIGN OF SHORING, BRACING, SLOPING, OR OTHCR PROVISIONS TO 8£ "'40£ FOR PRO"Tf:CTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TReNCH E:XCAVATION ANO PIP£ INSTALLATION THE:RE:IN, . THIS PLAN . MUST 8£ PRePARE:O FOR AU TRENCHF:S FIVE FEIT OR MORI: IN DE:PTH. Ir THE PIAN VAR/fS FROM THI: SHOR/NrJ SYSTF.:M STANDARDS ESTABLISHED BY THE CONSTRUCTl()N SAFETY OROCRS, T/T/_£ 8, CALIFORN~ Af)MINISTRATIVE . CODE, THI: PIAN SHALL BE PRE:PARCD BY A REGISTF:ReD ENG/NIIR. A COPY OF THI! OSHA £XCAVATION PE:RMIT MUST 8£ SUE//,IITTF.:D T() .TH/I LWD INSPECTOR PRIOR TO £XCAVATION. . 1 ' I 2, ALL SEWER FACILITIF:S SHAU. 8£ INSTALLED IN DRY £XCAVATIONS ANO TRt:NCHE:S. CONTRACTOR SHALL DEWATF.:R AND MAINTAIN DEWATF:RING CONTINUOUSLY UNTIL· m£ WORK IS COMPLe7f:0 /NCLUDIN(I PLACEMENT AND COMPACTION OF BACKFILL MATF.:RIALS IN A DRY STAlf!, ALL f/Pe ZONE: .. Av\TERJ,l,J. LOCA"Tf:0 IN WET OR AREAS SUSPECTF.:D T(} B£ WET IN THE FUTURE SHALL BE E:NCASEO IN GEOTEXTILE: Av\TF.:RIAL. SUITABLE GEOTtxTILE: Av\TERIAL SHAU. 8£ SUBMffTED TO THI: DISTRICr £NG/Neefl FOR RE:VIEW AND APPROVAL. CONTRACTOR SHALL OE!TAIN DF:WATF.:R/NrJ PE:RMITS AS NE:CESSARY ANO RETURN OF GROUNDWATF.:R TO THE SE:WE:R SHALL Nor 8£ AUOWE:D. 1:J. m£ E:XIST£NC/! AND LOCATION OF UNDeRGROI./NO UTILITIES SHOWN ON THES/! PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE: . ENG/Nff;R. TO THE Besr QF THE PRIVATc 0/GINE:E:R'S KNOWLEDGE:, THCRE: ARI: NO, £)(/STING UTILITIES E:XCEPr THOSE: SHOWN ON THE:SE Pl.ANS. Arrr:NTION IS CALLEO TO TH/I POSSIBLE: eXIST£NCE OF OTHE:R UTILJTIES OR STRUCTURES Nor SHOWN, OR IN A DIFFEReNr LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTQR SHAU. TAKE DUI: PRE:CAUTIONARY MEASURfS TO PRO"Tf:CT THE: 1./TILITIE:S SHOWN ON TH£ PLANS, /WO OTHCR E:XISTINQ FACIUTIE:S QR STRUCTURES NOT SHOWN, ' ' , ' ' 1 f. APPROVAL OF THIS PLAN BY LWD POES NOT CONSTITUTE: A REPRES£NTATION OF THE ACCURACY OF THE LOCATION OF, OR TH£ E:XISTENCE: QR NON- £XIST£NCI: OF, ANY VNDERCROUND UTILITY, PIPI!. OR STRUCTURE: WITHIN THI: LIMITS OF THIS PROJECT. ' ' ' . 15. CONTRACTOR SHALL NOTIFY UNDF:RGROUND SERVICE ALE:RT (800) ,.22-4133, AS RE:QU/RE:D BY STATE LAW. ALL UTILITY CROSSINGS SHALL 8£ POTHOLE:{) PRIOR TO TRENCHING. ' ' ' 11,. CONTRACTOR JS, ReSPONSIBLE FOR COMPLY/Na WITH ALL LOCAL. STA TE:. AND FEDERAL SAFETY R/IGULATIONS INCLUDING, BUT ('IOT UMl"Tf:D TO, TR£NCH SAFETY AND CONFINCO SPACE: ENTRY. • . '. ; . ' t 7. SOILS REPORTS SI-W-L BE SUBMITTED TO LWO BY A QUAUFIE:O SOILS ENG/NEE:R WHICH CERTIFIES THAT TReNCH BACKFIU WAS COMPACTF.:D AS 0/RE:CTF.:D BY THI: SOILS E:NGINITR IN ACCOR[)ANC£ WITH ON S/Tf; t;ARTHWORK SPECIFICATIONS AND THE LWD STANDARO SPEC.. .• 1 : ' 18. SEWER ELEVATIONS SHOWN ARE INVERr ELEVATIQN {r.E) /NSID~ BOTTOM OF PIPe , ··. ' ' ' 19. ALL REVISIONS TO DRAWINGS SHAL/. Be APPROVED IJY THI: I.WO DISTRICT 0/GINITR IN WRITING PRIOR TO CONSTRUCTION, , ' , . ' ' 20, CONTRACTOR IS RESPONSIBLE FOR KITP/NG COMPLETE RECORD OF CHANGE:$ AND SHALL Av\K£ SUCH RECORD AVAILABLE: TO THE PRIVATE 0/GINF:eR. TH£ PRIVATE ENGINECR SHALL PROVIDE: AS-fJVILr DRAWINGS TO LWD FOR OCVIF:',f AND APPROVAL PRIOR TO FINAL ACCE:PTANC/I OF THE PROJECT. ' ! : i 21. L£NGTH OF OPeN TRENCH SHALL El£ LIMl"Tf:O TO 350 Fm', INCLUDING COLLECTORS ANO LATF.:RAL~ UNLCSS OTHG?WISE APPROVE:D IN WRITIN/J BY THE DISTRICT. TRENCH SHALL BE BACKFILLED QR PLA TE:O AT THE CONCLUSION OF 1:ACH DAY OR WORK. ' 22. TH£ CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE: DISTURBED OR DESTROYED, TH£ CONTRACTOR SHAU. RETAIN A L/CeNSeD SURVEYOR TO OC-ESTAE!LISH AND RECORD THI! MONUMENT CHANG/: PER STATc LAW. . . . ' . . ' ' 2:J. A MINIMUM OF I 2 INCHF:S VERTICAL CL£ARANCt SHALL BE , PROVIDeD BETWEEN TH£ SEWER PIPE AND ANY OTHE:R UT!UTIES. . . ' 2f. SePARATION OF SEWE:R/WATF.:R AND ~ER/RECLAIME:D WATF.:fl SHALL COMPLY WITH LWO STD. DWG. S-2 AND WITH ALL COI./NTY AND STA.TE. HEALTH DE:PT Re GULA TIONS. • . . 25. CONNECTIONS TO E:XIST/NG SEWeR PIP£ OR MANHOLF:S sHALl ONLY 8£ DONE IN THI: DIRECT PRESENCE OF TH£ LWD INSPCCTOR. .NEW SEWER SHAU NOT Be CONNEC"Tf:0 OR ALLOWE:D TO fl.OW TO EXIST/Nr; SEWcR UNTIL AFTF.:R FINAL ACC£PTANC£ OF ALL UPSTR£AM WORK BY TH£ .LWO /NSP£CTOR, OR AS . APPROVED BY DISTRICT £:NG/NEER. ' 28. ALL SERVICE: LA"Tf:RALS SHALL 8£ LOCA"Tf:D AT RIGHT AN(;LES. TO TH£ SEWER MAIN UNLESS OTHE:RW/Se SHOWN AS APPROVED BY LWD ON THI: Pl.ANS. ' ' 27. A 2-/NCH HIGH "S" SHALL 8£ INSCRIBED ON THE CURB F(<C/I AT EACH LATF.:RAL LOCATION BY TH£ CONTRACTOR. : , : : (CONTINUCO) i ; i I : ' HUNSAKER & ASSOCIATES S A N DIEGO. lliC. PLANNING 10179 Huennekens Street ENC,INE!RING San Diego, Ca 921;!1 ' SURVEYING PH(858)558-4S00· FX(858)558·1414 I ; ' I R;\0731\&Eng\lmprovements\0731 IA02.dwg( O]Jul~2J-2007;12:01 : : ! Tl I I I' SEWER NOTES LWD (CONTINUED) 28, A. 10 GI\GE SHIEL D COPP/;R W/Re SHALL BE BURIED OVER f;ACH LATE:RAL. THE WIRE SHALL E:)(TF.:NO up; T(} 2" COPPE:R. TAG Tl£() AND SOLDE:RED TO THF: WIRE. THE: TAG 0~ THE SEWE:R MAIN SI/ALL "Tf:RMINATF: 6" ABOVE: PAVING SVBGRAD£ WITH FINAL LOCATION JUST BELOW PAVING. THI: TAG OVER THF: CVSTOMCR eND 0/'1 THE LATF.:RAL SHALL E:XT£ND ABOvl; GRADE UNTIL CONNECTF.:D AND SHALL THEREAFTF.:R 8£ BUR/CO AT THE POINT OF CONNECTION. t , . 29, ALL PIPE SHALL 8 HANDLE() AND INSTALLED SO AS TO PROTECT PIPE, J JOINTS, LINING, AN COATING, THE PIPE SHAU Be CAREFULLY BEDOCD TO PROVIDE CONTINUO(JS BEARING AND PREVENT UNEVEN SEmE:M£NT. PIP/: SHALL Be PROTF.:CT£0 AGI\INST fl.OTATION Ar ALL TIMF:S. O~ E:NDS OF PIPE Slfll:LL BE SEAL£0 Al T ALL TtES WHE:N CONSTRUCTION IS NOr IN PROGRESS. JO, PIP/1 JOINTS SHALL, NOT 8£ DEFI.E:C"Tf:D UNLESS SO DESIGNCD AND SHALL THE:,. N. BE LIMl"Tf:O r LESS Tl-IA. T ONE-HAI/" OF THI: ANGLE: RECOMMeNDeO BY THI! PIP£ MFGR, • ,, ' I Jt. SEWF:R PIP£ ZONE ,AND TRE:NCH BACKFILL SHALL BE P£R THE LWO SEWER STANDAROS, WATF.:RI J£l71N(i SHALL NOT 8£ ALLOWED. . I 32. ALL 1../iTF.:RALS SHA}' 8£ CONSTRUCTF.:O CL£AR OF DRIVEWAYS. 33, JOB M/XIN(J OF CO('ICRETF: i's Nor ALLOWF:D WITHOUT E:XCEPTION. CONCRfil TESTIN(I BY LWD W!LL 8£ Af CONTRACTOR £XPENSe J+. Av\NHOLE BASeS SHALL BE .MONOLITHICALLY PLACE:O, FINISHED, AND COMPLUED AT TIMI! OF P/.1',CEMCNT. GPK PRODUCTS, INC~ OR APPROVE:{) EQUAL, Av\NHOLE: .A,DAPTORS SHALL 8£ SET IN TH£ BASE FOR EACH PIPE CONNECTION. SCfT/NG OF MH RINGS SHALL NOT 8£ ALLOWCO FOR 48 HOURS AFTF.:R CONCRfil ~LACEMEN,T. PR£CAST Av\NHOLE: BASF:S AR£ ACCCPTABLE: FOR USE WITH 8" SEWERS WITH DISTRICT eNG/NeER APPROVAi.-· 35, JOINTS BE:TWITN J 1 11 BASE, 1 S/-IAFTING, CON/I SeCTIONS, AND RING SHAU. HAVE' A 2· BY 2• aum, RUBBeR GASKU PLACeD WITHIN TH£ FULL · C/RCVMFERENC/1. GASKU SHALL 8£ cps~2,rJ BY PRESS-SEAL GI\SKET CORP., OR APPROVED /IQUAL. J8. ALL Av\NHOI.ES sJLL BE J~UVM TES"Tf:D 1) BEFORE: BACK FIL'-, 2) N'Tf:R BACKF/l' I., AND J) ~SU8S/;QU.£NT' ro ANY SUSPE:CTE:D MOVEM£NT OR DAi\t4GE AF!f:R BACKFILi., ' Jl. ALL SEWE:RS AND TF.:RALS SHAU. 8£ WAYNE BALLED, LOW PRCSSURE: AIR TES"Tf:D, AND TELf.V/SE:D AT .THE APPLICANT/CONTRACTORS £XPE:NSE PRIOR TO CONSIDERATION FOR FINAL ACCE:PTANCE: BY LWD. AIR TESr SHAU 8£ DONE: AFTF:R. CONSTRUCTf N OF A(.L OTHE:R UTILITY LA TF.:RALS. J/1, ALL SEWERS AND (.AT£RALS 1 SHAU Be IN PLACE AND SHALL HAVE FINAL APPROVAL BY THI:] LWD INSfE:CTOR PRIOR TO PAVING. J9. Av\NHOLES SHALL 8£ 4-FEfl" DIAMETF.:R FOR PIPE UP TO 15-INCH 0/AMfilR PE:R LWD STO DW(i S-:J. . MANHOLF:S SHALL BE 5-FEET DIAMfilR FOR PIP/: 18:-INCHES AND reR P1R L.WO STD DWrJ S-4. 40. MH'S SHALL 8£ LINED WITH INTEGRALLY LOCKING PVC (r-LOCK) OR A POL YUOCTHANE PRP"Tf:CTIVI!, UN/N(J SYS"Tf:M PF.:R SECT 500-2 OF TH£ · GREENBOOK FOR 1) ALL Nf;:W MH'S/ 2) ALL EXISTING MH'S WITH NEW coNsTRucnoN; JJII ALL £Xlf?TING uNE:D MH'S THAr RE:OUIRE NEW CONCRETE RIS£R RINGS , ' 4,. MAXIMUM DE:PTH Of SEW£1{ FOR SDRJ:S PVC PIPE IS 15'. C900 PIPE IS R£QUIRCD FOR DE:fTH OF ~OVER OVE:R 15'. ,.2, FINAL APPROVAL Of' PLANS BY DISTRICT £NG/NEER IS VALID FOR A PE:RIOO OF TIME NOT TO eXC/;£0 ON/: YcAR FROM APPROVAL DATE TO STARr OF CONSTRUCTION. If THE ON£ YcAR TIME: L/Mlr IS £XP/Re0 P!?/OR TO START OF CONSTRUCTION THf DEVELDPCR SHALL ReSUBMIT THI: PLAN CHECK TO THI: DISTRICr £NGIN£eR, FOR AN, UPDA"Tf:D REVIEW AND APPROVAL. ANY CHANGES REQUIRE:D TO THI: Pl.ANS SHALL BE MADI: AT THE: DEVELOPE:RS eXPeNSE AND . APPROVED BY mJ LWD DISTR!Cr £NG/NeER PRIOR TO TH£ START OF CONSTRUCTION. : 4:J. WH~N CONNF:CT/0 TO EXliTIN(J MANHOLES IS NE:CESSARY AND SHOWN ON THE DRAWINGS, THE CQNTRACTOR SHALL CONNeCr TO £)(/STING MANHOLE: STRUCTURES AND_,.CONSTRUC. T THE NEW fl..OW-THROU.GH CHANNELS IN EACH . Av\NHOLE: BAS/: T"! ACCOMMODA"Tf: THE NEW S£WeR LINF:S AS ReQUIREO. .,, SMOOTH TRANSITIONS SHAU BE INSTALLED FROM THE INVERTS Of' THE NEWLY ' INSTALLED PIPF:S TO THE EXISTING Av\NHOLE: STRUCTURE:S. Av\NHOLF:S SHALL 8£ CORE DRILLED~ AND MANHOLE: CONNNECTION FlmNGS SHAU. BE CONNECTF.:0 TO THE: CORE: DR/UCO HOLE: BY LINK-SEAL, OR APPROVE:O E:QUAL. THE FIRSir fl.EX/BL/: JOINT SHALL 8£ LOCATF.:D WITHIN ONE-Foor OF TH£ MANHOLE: BAS/!. JACK HA/,IM/;R/NG SHALL NOT 8£ ALLOWED. • . I ' POLYETHYLENE ENCASEMENT FOR DUCTILE-IRON PIPE SYSTEMS I -1-~ ~-·II ONF: LE:NGTH OF POLYITHj NE: T~BE FOR £ACH LE:NGTH OF PIPE:, OVERW'P£D Af JOINT F!Gf!OC. t, INSTALLAT/0 METHOD A NOTES 4,.J. 1 4,J.2 +.J.2,, INSTALLAT/0 GENF.:RAL. BURIED DUCTILE:-IRON PIPE, FITTINGS, . VALVl:S, AND, OTHF;R APPURTF.:NANCE$ SHALL 8£ INSTALL£0 WITH · POLYETHYl.VIE OICASE:M£NT P£R ANSI/AWWA C10!5/A21.!5-9J STANDARD, FOR INSTALLATIONS BELOW THI: WA"Tf:R TABLE, US/: TUBE- FORM POL Yc{HYl..0/e WITH BOTH /;NOS SEAL/;{) AS TIGH7lY AS POSS/BL/: WITH ADHESIVE TAPE OR PLASTIC TIE STRAPS AT THE: JOINT OVERLAP. 1;.LACE CIRCUMFERENTIAL WRAPS OF TAPE OR PLASTIC Tl£ STRAPS Ar "!-FOOT INTERVALS ALONG m£ BARRE:I. OF THE: PIPE TO HELP MINIMlfE: THE Sf AC£ BETWF:E:N THE POL YETHYLENI: AND THI: P/Pe • PIPE:. MUHOe OF INS 1 TALLA. TION OF •.POLYTHYI..E:NE: /;NCASCMENT ON PUCTILl:-IROJ' PIP/: f;f/ALL BE BY l,(E:THOO A. ME:THOD A ,(R£FER TO FIGURE 1 ): <;VT POI. ITTHYI..ENK TUBE TO A LE:NGTH APPl'IOXIAv\"Tf:LY 2 FEET (0./1 m) LONGeR THAN THAr OF THE · PIP/: SECTIO~. SLIP T/iE TUB/: AROUND THE PIPE:. CENTE:RING Ir TO ,, PROVIDE A ,-FOOT (0. 3 m) OV£RLAP ON EACH ADJAC/;Nr PIPE •. Se CT/ON, AN() BUNCHING IT A(X:ORO/ON FASHION LENGTHWISE: UNTIL . . IT CLEARS THIE: PIPE /;NOS. ' ' LOWF:R THI{ flPE INTQ TH/: TR£NCH AND Av\KI! VP THE P/PF: JOINT WITH THE PRE:CeD/NrJ SECTION OF PIPE. A SHALLOW BELL HO/.£ MUST BE l.(AOF: Ar JOINTS TO FACILITATF: INSTALLATION OF THE 4.J.:S POL YETHYI..Er f{ TUBE:, 1 AFTF.:R ASSE:lr/BUNG THE PIPF: JOINT, Av\KE: TH£ OVERLAP OF THE POL YETHY/..£f'IE TUBE, . PVU THE fJUNCHe/J POL YETHYJ.E;NE FROM THE PRECEDING l,ENGTH OF PIP£, SLIP IT OVER THE E:ND OF NEW LE:NGTH OF PIPE, AN/} S£CURE Ir IN PLACI!. TH£N SUP THE END OF THE . POL YETHYl..£/fE FROM TH£ NEW PIPE: SE:CTION OVE:R THE: E:ND OF THE FIRST WRAP UNTIL ,r OVERLAPS THE: JOINr AT THE E:NO Of' THE ' PRECEDING /,.ENGTH Qr PIPE. SECURE: TH/I OVE:RLAP IN PLACe TAKF: UP THE: SLA(JK WIDTH, Ar THI: TOP OF PIPE TO MAK£ A SNUG sur Nor TIGHT F,IT ALONG THE BARRE:I. OF' THE PIPK. SECURING TH£ FOLD AT QUARTF.:R PQINTS. CUTS, W\RJ, PUNCri;RE:S, OR OTHER DAAv\Ge TO TH£ POLITTHYLENE: · SHAU BE: R(IPAIRE:O AS DESCRIBE:D IN SE:CTION +.J.5. PROCECD · WITH THI! /Nr"ALLATI0 1 N OF TH£ NEXT S£CTl()N OF PIP{{ IN THE SAME .Av\NNeR. , REPAIRS. f?FPAJR CUTS, W\RS, PUNCTUReS, OR DAMAGE TO , POL YETHYLEf'IE WITH A/JHCSIVE: TAPE OR WITH A SHORr LeNGTH OF '. POL ITTHYLE/'le SHE£T OR A TUB£ cur OPE:N, WRAPPED AROUND THE PIP/: TO COrR THE iDAMAGE:D AREA, AND S£CURE:O IN PLACe SEWER LATERAL CONNECTION NOTES (LWD) t. ALL NEW CONNE:CTIONS TO £)(/STING SEWE:R SHALL BE MADE TO £)(/STING WYES OR SHALL BY "'40£ BY INSTALLJN(J NEW Av\NUFACTURCD WYES. STANOARD 8£LL AND SPIGOT OR PI.AIN eND WYES AND PI.AIN END PIPE SPOOLS Av\TCH/N(; THE ADJACENr £XISTING PIPE: Av\Y BE USE:D FOR INSERTING WYES INTO AN £XIST/N(; SEW/;R. 2. IF NeCESSARY DURING THE LATF.:RAL CONN/ICTION WORK, UPSTREAM fl.OW IN TH£ EXIST/NrJ SEWER SHALL E!Y T£MPORARILY PLUGGED AND BYPASSeD BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SE:WE:R. IN LOCATIONS WITH SIGNIFICANT UPSTREAM fl.OW. LWO Av\Y REQU/Re "Tf:MPORARY PROVISION OF DUTY AND BYPASS £QUIPM£NT WITH FULL-TIME Av\NN£0 MONITORING. NO UNMANNE:D BYPASS SHALL B£ ALLOWE:D. 3, FOR CONNECTION OF ALL PI.AIN £ND TO PLAIN ENO PVC SEWeR, Rf:PAIR COUPLINGS SHALL BE MADE OF PVC MA"Tf:RIAL MEETING THE SAME Av\TF.:RIAL ReQU/ReMENTS AND OUTS/0£ DIM£NSIONS AS THF: PIP£ BEING REPAIRED. PVC S£WER REPAIR COUPLINGS SHALL BE RUBBER GI\SKETE:D WITH NO COITF.:R STOP. PIPE ENDS SHALL BE THROUGHLY CLE.ANeO PRIOR TO INSTALLATION OF THE Rf:PAIR COUPLING(S), THE REPAIR COUPUNG SI-W-L BE SL/PPE:D ALL THE WAY ON TO ONE PLAIN ENO PIPE, THCN THF: PIPE ANO ADJOINING PIPES SHALL Be ALIGNE:D TOGETHER AND THE RePAIR COUPLING SLIPPED BACK INTO A POSITION E:QUALLY SPACED BETWEE:N THE TWO PLAIN END PIP£S. PVC SEWE:R RePAIR COUPLINGS SHALL Be AS Av\NUFACTUR£D BY PW PIPE, OR EQUAL APPROVE:D BY THE DISTRICr ENGINE:E:R. 4. PVC OR VITRIFIED CLAY PIPE (VcP) SEWF:R PIP£ AND WYES Av\Y 8£ USE:D TO TIE-IN TO £XIST/N(J VCP. FOR CONNECTION OR Rf:PAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROAv\C INDUSTRIF:S, INC. STYL£ 501, OR APPROVED EQUAL, STRAIGHr OR TRANSITION COUPLING SHALL BE USE:D WITH A GASKU RANGE FOR f:ACH END OF THE: COUPL/N(J TO Av\TCH THE OUTSIDE DIAMfilR OF THE PIPE ON THAr SID£ OF THI: COUPUNG 8£JNG JOINED. THE C£NTF.:R RINGS SHALL BE DUCTILE: IRON PER ASTM A5J6, GRADE 65-45-12 AND SHALL 8£ PROVIDE:D WITH 16 MILS FUSION BONDED f:POXY COLOR CODED TO THE TYPE OF CONNCCTING PIPe GI\SKETS SHALL BE SBR PER ASTM D2000 MBAll 0, COMPOUNDeD FOR WA "Tf:R AND SEWER SG?VICE:. ALL NUTS AND BOLTS SHALL BF: TYPE J 16 STAINLESS STEEL. WATER NOTES (CMWD} t. WATF.:R MAIN AND APPURTE:NANCES SHALL BE CONSTRUC"Tf:O IN ACCORDANCE: WITH THE CITY OF CARLSBAD £NGINE:E:RING STANDARDS VOLUME: 2 POTABLE ANO RECYCLED WATF.:R STANDARDS AND VOLUME: 3 STANDARD DRAWINGS AND NOTF.:S. DATED JUNE JO, 2004 OR LAT£Sr REVISION. 2. THE CONTRACTOR SHAU OBTAIN AN E:XCAVATION PeRMIT FROM TH£ DIVISION OF /N/JUSTRIAL SAFETY BEFORI: ANY £XCAVATION ANO PROVIDE PROOF OF OSHA NOTIFICATION AND SHAU ADHG?e TO AU PROVISIONS OF THE STATF: CONSTRUCT/ON SAFETY ORDERS. :J. BEFOR/1 ANY CONNECTION OR SHUT DOWN OF VALVE:S ON E:XISTING C.M. W.O. UNES, A PERMIT SHALL B£ OBTAINED FROM THE: C.M. W.IJ. omce: AND Musr BE SIGNED ANO APPROVED BY THE DISTRICr /;NG/NEER ANO DISTRICf SUPERINTF.:ND£NT. +. A PRECONSTRUCTION CONFERE:NC/I MEETING SHAU. BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION 8/;G/NS. THE: CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD eNGINEeR/NG INSPeCTION 48 HOURS PRIOR TO BeG/NNING OF CONSTRUCTION. (TELEPHONE NO. (760)438- 3891) FOR SCHE:OUUNG. 5. NO TReF:S OR STRUCTURES SHALL BE ALLOWl;'D IN THE WATF.:R LIN£ EASEMCNT, ALL £)(/STING TReeS AND STRUCT//RE:S SHAU BE RE:MOVE:D PRIOR TO COMMENCEM£NT OF WORK. ANY E:XCEPTIONS SHALL R£QU/RE WRITTF.:N PE:RMISSION FROM THE DISTRICT ENG/NeeR. 6. THE E:XACr HORIZONTAL AND VE:RTICAL ALIGNMENT ANO TYPE OF Av\TF.:RIALS OF THE: FIOC LINE LOCATE:D BETWffN THE [)[TF.:CTOR CHECK VALVE AND BUILDING SHAU BE DfilRM/N£0 BY THE CfTY OF CARLSBAD FIR£ MARSHALL 7. ALL BURIED COPPER PIP/N(J AND APPVRTF.:NANC£S SHALL BE: PROT£CTE:O E!Y M£ANS OF CATHODIC PRO"Tf:CTION. IF DEVEI.OPER/OWNE:R CONDUCTS SOILS TEST RE:PORT ANO DEMONSTRA"Tf:S THAT PROTF.:CTION CAN Be PERFORMED IN ANOTHeR Av\NNCR. TH£ DISTRICT E:NG/NffR WILL CONS/OCR AN ALT£RNATF: FORM OF PROTECTION, CONSTRUCTION NOTES (CMWD} t. ALL POTABLE: WATF.:R SE:RVIC£S SHALL 8£ I• ANO ALL POTABLE: WATF.:R MfilRS S/-IALL Be 5/8" (UNLESS OTHCRWISE NOTE:D ON PLANS). 2. ALL WATF.:R I.IE:T£R 80X£S SHALL BE 17"xJ0"1<12" POLYMER CONCRfil AS Av\NUFACTURED BY ARMORCASr OR eQUAL J. MINIMUM SPACING BEJWEEN POTABLE WA TE:R LA TF.:RALS ANO SEWER SERVICF:S SHALL BE 10 FEET. +. TH£ TOP OF THE WA TF.:R METF.:R BOXF:S SHALL B£ fl.USH WITH THE FINISHED SURFAC/: GRADE. ENGINEER'S NOTES 1. THE CONTRACTOR SHALL ENFORCI: ALL SAFETY MEASURE:S. m£ CONTRACTOR SHALL [)£SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, /NCLUD/N(J SHORING, AND SHAU BE SOLELY RESPONSIBLE FOR CONFORM/NC: TO ALL LOCAL, STATE ANO FEOCRAL SAFETY AND HEALTH STANOARDS. LAWS AND ReGULATIONS. 2. CONTRACTOR AGR££5 THAr HE SHALL ASSUME: SOLE AND COI.IPLETF RESPONSIBILITY FOR JOBS/Tl!: CONDITIONS DURING TH£ COURSE OF CONSTRUCTION OF THIS PROJ£CT, INCLUDING, SAFETY OF ALL PE:RSONS AND PROPERTY, ANO THAr THIS REQU/REME:NT SHALL APPL y CONTINUOUSLY AND BE LIMl"Tf:D TO NORAv\L WORKING HOURS, ANO THAT THF: CONTRACTOR SHALL OCFENO, INDE:MNIFY ANO HOLD THE OWNF:R AND ENGINEER HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED, IN CONNE:CTION WITH THE: PeRFORAv\NCE OF WORK ON THIS PROJ£CT £XCEPT/N(J L/ABIUTY ARISING FROM THE SOLE N£GLIGENCI: OF THE OWNER OR THE 0/G/NITR. 3. THE CONTRACTOR SHAU. BE: RESPONSIBLE TO INSURE: THAT ALL SLOPES, STR£ETS, UTIUTl/;S, AND STORM DRAINS ARI: BU/Lr IN ACCORDANCE: WITH THESI: Pl.ANS. IF THE:RE ARE ANY QUESTIONS ReGARD/NG THE:SE PLANS OR FIELD STAKE:S, THE CONTRACTOR SHALL R£QUE:ST AN IN"Tf:RPRETATION 8£FORE: OOIN(J ANY WORK BY CALLING THE £NG/NeER OF WORK Ar (760) 771-4013. TH£ CONTRACTOR SHALL ALSO TAKI: THE NF:CESSARY STE:PS TO PRO-rr:cr THE PROJeCT AND ADJACENT PROPERTY FROM ANY /;ROS/ON AND SILTATION THAr MAY RE:SULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALE~ T£MPORARY DESILT/N(J BASIN, DIKES, SHORIN(;, ETC.) UNTIL SUCH TIME THAT THE PROJE:CT IS COMPLETF.:D AND ACCEPTF.:D FOR MAINTENANCE BY WHATEVE'R OWNE:R, AGENCY OR ASSOCIATION IS TO 8£ ULTIAv\"Tf:LY RESPONSIBLE FOR MAINTENANCE. 4. THE LOCATION AND ELEVATION OF £XIST/NG IMPROVEMOITS TO 8£ MET BY WORK TO BE DONE SHALL Be CONFIRMeD BY F/£LD MEASUREM£NTS PRIOR TO CONSTRUCTION OF NEW WORK. /S. THESE Pl.ANS ARE DRAWN SHOWING FULL IMPROVEMeNTS WITHIN SPOT PORTIONS. AREAS BETWF:E:N SPOT PORTIONS SHALL BE CONSTRUCTF.:D TO RE:C£/VE THI: FULL II.IPROVE:M£NTS AS SHOWN IN m£ SPOT PORTIONS. 6. SEWER AND WATF.:R LATF.:RALS SHALL /-/AVE MINIMUM 10' SEPARATION-TYPICAL. 7. FIRE: HYDRANT Av\RKERS SHAU BE Pl.ACCO IN THE STRfil WITHIN m£ LIMITS OF WORK OF THIS PIAN PE:R SDRS owa. M 19. CARLSBAD FIRE DEPARTMENT STANDARD FPB 045 1. PRIOR TO INSTALLATION, ALL REQU/ReO PE:RMITS SHALL Be OBTAINED FROM THE BUILDING AND WAli'R /JePARTME:NTS HAVING JURISDICTION. 2. REQUIRE:O /NSPE:CTIONS ARE: A) PRIOR TO CORROSION PRO"Tf:CTION (GREASE AND SLEEVE) 8) PRIOR TO POURING THRUST BLOCKS, FD WILL MEASURE BEARING ARf:A C) FOR HYDROSTATIC TF.:STING, ANO D) FOR Fl.USH/NG. ALL INSPECTIONS SHALL BE SCHE:DULE:D AT LEAST 48 HOURS IN ADVANCe /NSPE:CTIONS CANCELeD N'Tf:R I P.M. ON THI: DAY BEFOR£ THE: SCH£DVLE/J DATF: WIU BF: SUBJ/;Cf TO A R£-INSP£CTION FEe TO SCHE:DULE AN INSPCCTION CALL (760) 602-466(}. 3. INSTALLA Tl()N, INSPCCTION, ANO TE:STING SHALL CONFORM TO 1999 NFPA 13 ANO 1995 NFPA 2f. UNDeRGROUND MAINS Av\Y Be CENT/;.R- LOAOCD PRIOR TO VISUAL INSPE:CTION. SO LONG AS ALL DL FlmNG JOINTS AOC L/;FT FULLY £XPOSED. +. FIRE HYDRANTS SHALL BE APPROVBJ WET BARREL STYLE PeR CARLSBAD PUBLIC WORKS STANDARD. THE 4 • oun_u SHALL FACI: m£ FIRE: Df:PARTMeNT ACCESS ROAD. ALL oun_m SHALL BE PROVIDED WITH NATIONAL STANDARD THRJ;ADS {NST), 5. FIRE HYDRANT SUPPLY PIPING SHALL BE: A MINIMUM OF SIX INCHES IN DIAMe7f:R. THE LOWESr OPE:RATING NUT SHALL BE A MINIMUM OF 18" ABOVE GRAD/: AND THE HYDRANT Fl.ANGE SHAU 8£ A MINIMUM OF 2" ABOVE GRAOe B. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM AU STRUCT//RF:S, A KEYED GI\TF: VALvE' SHAU BE: PROVIOCD FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION. VALvES SHALL NOr 8£ LOCATF.:D IN PARKING STALLS OR IN AREAS SUBJECT TO OBSTRUCTION. 7. ALL PIPES SHALL BE APPROVED FOR use: IN FIR£ SE:RVIC£ SYSTF.:MS (CLASS 150 MINIMUM). CLASS 200 PIPE SHAU BE USeD WHF:RE: THE PRE:SSURE Av\ Y /;XC£ED 150 PSI. 8. RIS£R SPOOLS SHALL B£ CEME:Nr-UN£0-MORTAR-COA7f:D WITH WE:LJJeD Fl.ANG/;$, NO £XCEPTIONS. THESE: WOULD OCCUR AT THE: BACl<FI.OW PREVENTION DEVICE: ASSEMBLY AND AT THE E:ND OF LINe 9. ALL BOLTED JOINTS SHALL BE CLfANED ANO THOROUGHLY COATF.:0 WITH NO-OX GREASE OR OTHE:R CORROSION RUARDING Av\TF.:RIAL AFTF.:R ASSEME!LY AND PRIOR TO POLY-TUBE: (SLEEVE) INSTALLATION. 10. ALL FERROUS PIPE AND FlmNGS SHALL BE PROTF.:CTF.:D WITH A LOOSE: 8-MIL POLYETHYl..£NE TUBe THE eNDS OF THE TUB£ AND ANY SPUCF:S "'40£ FOR "r"S OR OTHCR PIPING COMPON£NTS S/-IACL BE SEALED WITH 2• TAP£, APPROVE:{) FOR UNDE:RGROUND use POLYETHYl..£NE ENCASE:MENT (POLY SLE:EVE) IN ACCORDANCE WITH AWWA C-105 MUST BE USED, NO E:XCEPTIONS. COMPLETF DUA/LS SHALL BE: SHOWN ON m£ DRAWINGS. tr. A 12" BED OF CLEAN FIU SAND SHALL BF: PROVIDED BeLOW AND ABOVE' m£ PIPE (TOTAL 24?. ENGINEER OF WORK ~~~aL 3/;,~1 DATE INITIAL DATE REVISION DESCRIPTION ENGINEER or WORI R.C.E. NO. 48670 EXP. 5/30/0B ~ (CONTINUeD 12. ALL BOLTS USeD FOR UNDE:RGROUND CONNCCTIONS S/-IALL BE STAINLESS S"Tf:E:I. (J, 6. I 3. FULL Fl.ANGE GI\SKeTS SHALL BE USED, RUBBER GI\SKETS ARE NOT PERMITTF.:0 1 f. BURY DePTH SHALL BE A MINIMUM OF 311 INCHES IN ALL AR<AS. INCLUDING FINISH£{) GRADE:. . 15. THRUST BLOCKS, OR OTH£R APPROVED MeTHOD OF THRUST RESTRAINT, SHAU. BE PROVIDED AT ALL C/-IANGE:S OF DIRECTION ANO E:Ln'ATION. THRUST BLOCK CA LC ULA TIONS SHALL Be PROVIDED ANO IN ACCOR[)ANCE WITH CMWO STANDARD DWG. WI 9. 16. THE TRE:NCH SHALL Be E:XCA VA TE:D FOR THRUST BLOCKS ANO INSPeCTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL Be IN Ft.Ace 17. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE. WHICHEVER IS GREATER) SHALL 8£ WITNESSED BY A CFO /NSP£CTOR. TH£ TReNCH SHALL Be BACK-F/LLE:D TO PREVENT MOVEMENT OF m£ PIPE. 18. THE SYS"Tf:M SHAU 8£ THOROUGHLY fl.USHE:D BEFOR£ CONNE'.CTION 15 MADI! TO OVERHEAD PIPING. fl.OW SHALL 8£ THROUGH A MINIMUM OF' A f" HOS£ OR PIPK UNLESS OTHERWISE: APPROVED BY THE CFO /NSPeCTOR, A CE:D /NSF£CTOR SHAU WITNESS THE fl.USH. TH£ FOLLOW/NrJ FLUSH CONNECTIONS SHALL BE Av\DE: <4 IN UNDER<,ROUND MAIN -TWO (2) 2,5" COUPLING ct HOS/: f IN UNOCRGROUND AIAJN -ONE (1) +• COUPLING ,t HOS£ II IN VNOCRGROUND MAIN -ONE (1) 4' COUPLING ,t HOS/: 8 IN UNDeRGROUND MAIN -ONE (1) 4' COUPLING ct HOS/: LARGER THAN 8 IN -CONTACT THE FIRE POCVENTION BUREAU NOTF:: -THE fl.USH/N(J OPERATION SHALL 8£ OF sumclE:Nr TIME TO ENSURE THOROUGH CLEANING, THOS/I SYS"Tf:MS GREA TF.:R THAN 4 /NCH£:$ IN DIAI.IE:T£R SHALL R/IQUIR£ THE USE OF A SINGLE LARGI: DIAMfilR HOS/!. ALL fl.USHING SHALL 8£ COORD/NATE:D WITH THE APPROPRIATE WA1lcR AVTHORfTY AND IN ACCORDANCE WITH THE APPROPRIATE "$TORM lll'\TF.:R PROTF.:CTION" OCQU/ReME:NTS OF 'REGIONAL lll'\li'R QVALJTY CONTROL BOAR() -SAN DIE:GO ReGIONS ReQUIREMENTS FOR POTABLE: WATER DISC/-IARG£S -ORDER NO. R9-2002-0020. 19. ALL HYDRANTS, SPRINKLER CONTROi. VALvES, BACK-fl.OW PREVENTION ASSEMBLJF:S, POST INDICATING VAL vES AND FIR£ Df:PARTM£NT CONNECTIONS SHALL Be PAINTED IN ACCORDANCE: WITH LOCAL R£QU/REM£NTS. 2(}. ALL CONTROL VALITT SHALL BE LOCKED IN TH£ OPEN POSITION. VALITT SHAU. 8£ MONITOR/;/J IF THEY SERVE 100 OR MORE SPRINKLER HJ;ADS. 21. PER NFPA 1J CHAPTE:R 8-t, A "CONTRACTOR'S Av\TE:RIAL AND TEST CeRTIFICATF: FOR UNDE:RGROUND PIPING~ S/-/Alt. 8£ COMPLfilO, SIGNeO AND DELIVERCD TO TH£ FIRE PREVENTION BURl;AV PRIOR TO CLEARANCE: FOR OVERHEAD SPRINKLER CONNECTION. "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR < I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ADDITIONAL NOIBS .t DETArui FOR; DATE DAT[ ~ 4 • LA COSTA RESORT & SPA PHASE3 CARLSBAD, CA APPROVED: DAVltl.?W-• 8}?..t./01 DEPUTY CITY ENGINEER PE 33061 EXP. n/3oios ,-DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CT 03-01•0~ 450-3 OTHER APPROVAL CITY APPROVAL CHKD BY: <:If RVWD BY: W.O NO 25.34-0J BIN : i I I ,, I. f ! i I ' ' I' i I I I I PlANNING ENGINEERING SURVEYING I I I ,, V ,If I . • HUNSAKER & ASSOCIATES SAN DIEC~ It-IC. 10179 Huennekens Street San Diego, Ca 92121 PH(658)556-4500· fX(658)556·1414 I I I I R:\(17 31 \&Eng\lmprovements\□7-31 IA0-l.dwg( 0]J~l-2-l'-2007: i 2:0 ! 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