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HomeMy WebLinkAboutDWG 423-9; PIP 04-06; NORTH POINTE TECH CENTER LOT 5; 01-06G£NfRAL NOT£$ I. THIS PLAN SUPERSEDES ALL OTHER PLANS PR£'110USL Y APPROvE:O BY THE CITY or CARLSBAD REGARD/NC IMPROVE!.IFNTS SHOWN ON THIS SET or PLANS. 2. APPROVAL or THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION or THE CARLSBAD MUNICIPAL COO[, RESOLUTION or CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJFCT. TH£ £NC/N££R IN R£SPONS/BL£ CHARGE SHALL R£'1/S£ TH£S£ PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL or PLANS DOES NOT RELIEVE TH£ D£vt:LOP£R OR £NG/N££R- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION or ERRORS AND OMISSIONS DISCOVERED DUR/NC CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PRO!./Pll Y SUBMITTED TO THE CITY ENC/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENC/NEER WILL BE REOIJIRED FOR ANY WORK IN THE PUBLIC RIGHT or WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAM/NC THE CITY or CARLSBAD AS AN ADDITIONAL INSURED ON THE P£R!.IITTEE'S POLICY IN THE !.1/Nl!.IU!.I AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING THE POUCY /JUST HA If" A RA TINC or "A" ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY 'BESTS" KEY RA TING GUIDE 5. NO WORK SHALL BE C0!.11./ENCFO UNTIL ALL P£R!.II TS HA V£ BEEN OBTAINED FROI.I THE Cl TY ANO OTHER APPROPRIA TE A GENCl['S. 6. Rfll/S/ON OF TH£S£ PLANS MAY 8£ R£QIJIR£0 IF TH£ PROPOSED lMPROI/EMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINF DA TE OF THE IMPROV£!.IENT AGREEMENT: 7 NO RE'IIS/ONS WILL BE MAD£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE RE'IIS/ON BLOCK, ON THE APPROPRIATE SHFET OF THE PLANS ANO Till£ SHFFT. 8 ORIGINAL ORA WINGS SHALL BECOME TH[' PROPFRTY or TH[' CITY UPON BE/NC SIGNED 8 Y THE Cl TY ENC/NEER. 9. THE ORIGINAL ORA WING SHALL BE RE'I/SEO TO REFLECT AS-BUil T CONDITIONS BY TH[' ENCINEFR-OF-WORK PRIOR TO FINAL ACCEPTANCE or TH[' WORK BY TH[' CITY. 10. ACCFSS FOR FIR£ ANO OTH['f? FMFRCFNCY V£HICIFS SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DUR/NC CONSTRUCTION. II. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COi.iPR/SEO OF: (A) SUMMARY SHFET, (B) LABORATORY WORK SH['£TS ANO (C} COMPACTION CURlf:S. SHALL BE SUBMITTED BY A PROFESSIONAL £NG/NEER OF THE STATE or CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL 8£ SVBMITTEO TO THE CITY ENC/NEER/NC INSPECTOR It/THIN /WO WORK/NC DA~ or COMPLETION or Fl£LO TESTS. TH£ IW?!TTEN FIELD COMPACTION REPORT(S} SHALL 8£ IMMEOIA TEL Y SUBMITTED TO THE CITY ENC/N££R/NG INSPECTOR UPON COMPLETION or THE FIELD TESTS. 12. A PRECQNSTRUCTIQN 11££1/NG SHALi Bf HELD AT TH[ SI TE PRIOR TQ TH£ 8EGINNINC OF IIVIIK ANO SHALL Bf ATTENDEO BY A/.L R£PRESENTA 77/1£S RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPfRVIS!ON. TEST/NC AND ALL OTHER ASPECTS or TH[ WO/II( TH[' CONTRACTOR SHALL SCHEDULE THE MEET/NC THROUGH THE PERMIT CLERK (760) (438-3634) AT LEAST Fll/£(5) WORKING DA~ PRIOR TO START/NC CONSTRUCT/ON. APPROl/£/J DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHFOULINC. 73. ALL INSPECTION REQUESTS OTHER THAN FOR PR[CQNSTRUCTION MEET/NG Hfll Bf /JADE BY CALLING TH[ ENGINEERING 24-HQUR INSPECTION REQUEST LINE AT (760) 438 3891./NSPECT!ON REQUESTS MUST BE R£CQVED PRIOR TO 2· 00 eu ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAO£ THE NEXT WORK OAY UNLESS YOU REQUEST OTHERl'IISE REQUESTS MADE. AFTER 2.·00 P.M. WILL BE SCH£0UL£0 FOR Tl+V FULL WORKDAYS LATER. 14. THE 0/fNFR ANO/OR APPLICANT THROUGH TH£ OElf:LOPER AND/OR CONTRACTOR SHALL OFSICN, CONSTRUCT ANO MAINTAIN ALL SAFfTY 0£'1/CFS. /NCIUOING SHOR/NC, AND SHALL 8£ SOI.ELY RE.SPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE' AND f['0£RAL SAFETY ANO HEALTH STANDARDS. LAW.S-AND RFGULATIONS. 15. TH£ CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 5705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN or SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MAO£ or WORKER PROTE'CTION FROM THE HAZARD OF CA 'I/NG GROUND OUR/NG THE £XCAVA T!ON OF SUCH TRFNCH OR TRENCHES OR DURING THE PIPE INSTALLA 770N THEREIN THIS PLAN MUST BE PREPARED FOR ALL TRENCHE.S Flff: FEET (5') OR MOR£ IN DEPTH ANO APPROl/£0 BY TH£ CITY £NG/NEER ANO/OR CONCFRNEO AGENCY PRIOR TO EXCAVATION IF TH[ PLAN VARIES FROM THE SHOR/NC SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAF[TY ORDERS. T!Tlf 8 CALIFORNIA ADMINISTRA 771,( COD£, THE PLAN SHALL 8£ PREPARED BY A REC/ST[R[l) [NC/N££R AT THE CONTRACTORS [XPENSE, A COPY OF TH£ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOI.OCICAL RESOURCES AR[ [)!SCQ~R£D 111/'HIN ANY H1?RK ZONE OUR/NC CONSTRUCTION, OPERATIONS It/LL CEASE IMMEDIATELY, ANO TH£ PERM!TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PER!.1/TTE'E HAS RECF/1/£D W/1/TTEN AUTHORITY FROM THE CITY ['NC/NEER TO DO SO. 17 ALL OPERATIONS CONDUCTED ON TH£ SITE OR AOJACFNT THERFTO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION or TRUCKS. £ARTHMO'IING ['OIJ/PMENT, CONSTRUCTION £0U/PM£NT ANO ANY OTHFR ASSOCIATED GRAD/NC £0/J/P!.IENT SHALL BE LIMITE'O TO THE PERIOD BETWEEN 7· 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA YS (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL O[F-S/TE HAUL 80/J'ffS SHALL Bf SUBMITTED BY THE CONTRACTOR TO TH£ CITY [NC/NEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TQ 8£C/NNING or WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS QR DA/JAG£ OCCURRING ALQNC THE HAUL ROUTE OR ADJACENT STREETS AS A RESUL T OF THE GRADING OPERA TIQN. 19. NO BLASTING SHALL BF COMM£NC£0 WITHOUT A CITY ENG/NFER APPROVFO BLASTING PROGRAM 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHO/fN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH Of THE AVAILABLE RFCOROS. ATTENTION IS CALLEO TO TH[' POSS/BL£ FXISTENC[' OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA T!ON DIFFERENT FROM THAT SHOWN ON TH[' PLANS. TH£ CONTRACTOR IS R£QU/R£0 TO TAKE OU£ PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE. PLANS ANO ANY OTHER EXISTING FACILITIES OR STRUCTl!R['S NOT SHOWN 21. THE CONTRACTOR SHALL VFRIFY Tlf[' LOCATION OF ALL FXISTING FAC!Ll77£S (ABOVEGROUND ANO UNOFRGROUND} WITHIN THE PROJECT SITE' SUFFICIFNTl Y AHEAD or THE CONSTRUCTION TO PERMIT TH£ RE'IISIONS OF Tiff CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T!ONS ARE IN CONFLICT WITH TH£ PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST /WO F/Jll WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR' THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPR£SENTATII£ UNDERGROUND SER'IICE ALERT (800)422-4133 SDCJcF (800)660-7343 PACIFIC BELL (800)892-0123 ADELPHIA CABLE COMMUN/CA T!ONS (750)438-7741 CITY or CARLSBAD (STR['['TS ANO STORM DRAIN) (760)434-2980 CITY or CARLSBAD (760)438-2722 (SFWER, WATER & RECLA/MEO WATER) Ct!x CABLE" (lhO)BOb-"180'1 ©2004 O'Day Consultants, Inc. IMPROVEMENT PLANS FOR NORTHPOINTE TECH CENTERtLOT 5} BASIS OF BEARINGS THE BASIS OF BEARINGS FOIi THIS PLAN IS TH[ CFNTFR LIN[ OF [L CAIi/NO R[AL AS SHOWN ON MAP NO 13718 1.£.: NORTli OBV8'55' [AST. SEWER NOTES I. ALL seWEl'i' MAIN AND Al"r'UKnNAl'ICt.S SHALL l!IE CONSTtr!H!T[P AND Tt!.TEP IN ACCORDNICI!' WITH TH! CITY Of Cl'11:tj8Ab £W:,/M~lfll'i!ll'IJl71t1""1 STANDARP!. VOLUME 1, t?€N£trAl P£JIG,N 3TAAll>ARl>5, CfiAl"Tf;/r 11:>, 1'1!i,IC.IJ CRITE/f/lt FOTr 6'RAVITV S£Wt"lf /.IN£'!. AND Arr'l/l'.T~Nlt/llCl!'S AIIP V01.11¥E l I STANDAIW PR.loWI~ AIIP NOTES PATE' 17 JIiiie ,o, 1,.00't. 2. TH£ CONTRACTOR SHALL OBTAIN AN £XCAVA T/ON PFRMIT FROM 77f£ 0/11/S/ON OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA T!ON AND SHALL ADHERE TO ALL PRO'I/S/ONS or THE STA TE CONSTRUCT/ON SAFETY ORDERS. J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-Of-WAY, A CITY RIGHT- OF-WA Y P£R!.IIT SHALL 8£ R£0UIR£0. 4. 8£FOR£ ANY CONNECTION TO THE CITY'S FXISTING SYSTE'M, A WA TE'R/S£WER CONNFCT/ON PERMIT SHALL 8£ 08TAINEO FROM TH£ CIT~ IT I.IUST BE SIGNED ANO APPROl,£0 BY TH£ CITY's FNG/N['['R ANO TH£ PUBLIC WORKS !.IAINTENANC£ AND OPERATIONS DESIGN££ 5. THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD £NG/NEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION {TELEPHONE NO. {760} 438-3891) WATER NOTES 1. WAT£/f' MAJN ANP Al'P1/KTENANCt, IHALl & CONSl'lrlJCTO IN ActlftDMIC! WITH THr UTY If' CAn,t!IAI> tH61C/fElflN6 '1l\NDARDS VIJW~S Z. ANC, '5 I'll'. l"OTAII.E AND REC'ICLEP WATER S1'11NllAll'~ l>ATf I> JVJlle :,o, 'Z.OO'f. 2. TH[' CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFffi' ANO PROV/OF PROOF OF OSHA NOTIFICATION BEFOR[' ANY EXCAVATION ANO SHALL ADHERE TO ALL PRO'IISIONS OF THE. STATE CONSTRUCTION SAFffi' ORDERS. J. BEFORE ANY CONNECT/ON OR SHUT DOWN OF U<IL ITT ON EXISTING C. M. W.D. LINES. A PERMIT SHALL B[' OBTAINED FROM TH[' C.M. w.o. omc£ ANO MUST BE S/CN£0 ANO APPROVFO BY THE CITY OF CARLSBAO's DEPUTY CITY ENGIN££R ANO THE UTILITY OPERATIONS' PUBLIC WORKS MANAGFR. 4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELO A MINIMUM OF 7 DAYS BFFORE CONSTRUCTION BFG/NS. CONTACT THE CITY or CARLSBAD £NG/NEERING INSPECTION DEPARTMENT -TELEPHONE NO (760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY TH£ CITY or CARLSBAD £NGIN££RINC INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPFCTION MAY BE PRO'IIDEO -TELEPHONE NO. (750) 438-3891 6. NO TREES OR STRUCTURES SHALL 8£ ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TR££S AND STRUCTURES SHALL BE RE!.101£0 PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROI.I THE CITY OF CARLSBAD DEPUTY £NG/N££R. 7 All BURIED COPPFR PIPING ANO APPURTENANCES SHALL 8£ PROTE'CTEO BY ME.ANS OF CATHODIC PROTECTION IF DEVELOPER/OWNER CONDUCTS A SOILS T£ST RFPORT ANO 0£!.IONSTRA TES THAT PROTECT/ON CAN 8£ PERFOR!.1£0 IN ANOTHFR MANNER, THE DEPUTY ENGINEER WILL CONSIDER AN ALTERNATIV[' FORM OF PROTE'CTION. 8. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYP£ or MATERIALS OF TH£ FIR[' LINE LOCATFO 8£TW['['N TH£ DETECTOR CHFCK VALVf ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. All RECLA/MEO WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCOROANCF WITH THE "CARLSBAD RFCLAMATION RULFS ANO RFCULATIONS FOR TH£ CONSTRUCT/ON OF RECLA/MEO WATER MAINS -CARLSBAD MUNICIPAL WAT['R OISTRICT7 OCTOBER 1993 OR AS AMENDED. 10. ALL POTABLE WATER ANO RECYCLED WATER SFR'IICFS SHALL 8£ I" ANO ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS) II. ALL WATER METER BOXES SHALL 8£ 17" x JO' x 12" POLYMER CONCRETE AS MANUFACTURED BY AR!.IORCAST OR ['QUAL. 12. 1.1/Nl!./UM SPACING BFTW££N POTABLF WATFR LATERALS ANO SEWER $['RV/CFS SHALL 8£ IO FEET. 13. THE TOP or WAWI METER BOXES SHALL BE FLUSH WITH THE FIN/SH£0 SURFACE GRAD£ I 4. CONSTRUCTION OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO TH£ 'CRITFRIA FOR TH£ SEPARATION OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY THE STATE or CALIFORNIA'S DEPARTMENT or OF HE.AL TH SERVICES. LEGAL DESCRIPTION: LOT 5 or CARLSBAD TRACT NO. 98-01, LINCOLN NORTHPO/NTE, IN TH£ CITY or CARLSBAD, COUNTY Of SAN DIEGO, STATE' OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 13116, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY DECEMBER JI, 1998 SPECIAL NOT£$ I. LOCATION or PR/U<ITE WATER ANO SEWER LATE'RALS ARE APPROXIMATE. COORDINATE WITH PLUMBING PLANS FOR ACTUAL LOCATION 2. PROVIDE SUNTREE TECHNOLOGIFS STORM WATER INSERTS AT ALL AREA ORA/NS, CATCH BASINS & CURB INLETS. CONTACT 8/0CLEAN FNVIRONMFNTAL AT (760) 433-7640. FOR CATCH BASINS ANO ARFA DRAINS. PRO'l/0£ CRATE /NLFT SKIMMER BOX, FOR CURB INLET PRO'l/0£ CURB INLE.T BASKET. 9£F£RENC£ DRAWINGS I. LINCOLN NORTHPO!NTF IMPROVFMENT PLANS DRAWING NO. 365-5 P8QJ£CT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSOR's PARCEL NO 273-100-05. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N ,J;J§ £ J§.i2 CITY OF OCEANSIDE HIGHWAY la PACIFIC OCEAN CITY OF ENCINITAS 0£CLA9ATIQN QF RESPONSIBLE CHARGE I HEREBY O['CLARE THAT I AM THE ENGINEER or WORK FOR THIS PROJECT, THAT I HAV[' EXERCISED RESPONSIBLE CHARGE OVfR TH£ 0£5/CN ON THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COO[, ANO THAT TH£ DESIGN IS CONSISTE'NT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK or PROJECT DRAWINGS ANO SP['C/FICAT!ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, or MY RESPONS/8/LITl['S FOR PROJECT DESIGN. 0 i?AY CONSUL !ANTS, INC. 2710 LOKER AVFNU[' WEST, ST£ 100 CARLSBAD, CALIFORNIA 92008 (_750/ f3_1--11, ,4Ll,l-,. OAT£: I (-4 -t,oo-l MARGARET M\-1.CA,,l._R.~~::::Ol:::L =--- R. C.£. NO. 935 EXP. 9/30/05 OWNER LE'IINE !Nlf:STM£NTS 1702 £ HIGHLAND AVFNU[, SUIT£ 310 PHOENIX, AZ 850 I 6 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS CFNERATFO BY FIELD SURVEY BY O i?AY CONSULTANTS ON JULY 9, 2004 ANO SFPTFMBFR 9, 2004. TOPOGRAPHY SHOWN HERFON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS NOT TO SCALE OF VISTA , , ~ '<-0 CITY OF l~--'I.~ SAN MARCOS VICINITY MAP CARLSBAD MUNICIPAL WATER DISTRICT -t& ·-v ~-c.A L/.2-o/-2£ NO SCALE ROBERT J.7CiK DATE WORK TO BE DONE THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE. TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. /. CARLSBAD MUNICIPAL COO£ 2. CITY or CARLSBAD £NC!N££R/NC STANDARDS J. THIS SET OF PLANS 4. PIP O"l-0~ flAT~D q.,z 1·01/ l'C, "esoi.vr,o~ N,. 'llrfl PAT!O ,.1q . .,. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK} 5. SOILS RE.PORTS ANO RECOM!.IENDA TIONS BY CHRISTIAN WHEELER ENGINEERING DATED AUGUST 31, 2004 7 THE SAN 0/ECO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE 1.100/FIEO BY THE CITY or CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARFO BY 01JAY CONSULTANTS, INC. DATED NOPEMIJlll( 17,J.Oll'f, W0/0 NO. 'f37C3:SIZ'l0 9. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY Oi?AY CONSULTANTS. INC. DATED N1vem/1ER 17, ?ODY. {EG£ND DESCRIPTION 8" P V.C S[WFR (SOR 35), SEWER ACCFSSHOLE SEWER CLFANOUT , 8" S[W[R LATFRAL , 8' P V.C WATER LINE (CLASS 150) 8" GAil" VAL'IE ,t VALi/£ BOX ASS[MBI.Y 8' FIRE H'rVRANT ASS[I.IBL Y , (2 R[LOCAJFS) 2' MAI/UAL AIR RFffAS[ ASS[MBI. Y, 2" AIR-VACUI.IM VAL 'IE ASSY. , DWG. NO. ,C.1.1.W.O. S-5 ,C.11.W.D S-1 , C.1.1.W.D. S-6 ,C.MW.D. S-1 , , ,C.M.W.0. W-16, , C.M.W.0. W-12 , , C.1.1.W.0. W-6 , • C.M.W.0. 11'-1A , SYI.IBOL ---s..._- ---Hf'-"-- • • WATER SER'I/CE W/BACK FLOW PRMNIFR , , , C.11.W.0. W-4, W-20, i----0--+--® (ll[T[R AND WATFR SER'I/CE S/2[ SHOWN ON PW'IS. (MFT[R BY C!.IWO. Sff IRRIGATION PLANS FOR BACK FLOW PRMNT[R) THRUST BLOCK, CIIWO ll'-15 & 11'-/g ~ 00/JBL[ CHFCK VAL 'IE O[T[CTOR ASSEI.IBLY C.M.W.0. W-22 ~® (S/2[ P[R PLAN) RELOCATF [X/ST. 8" PVC STORM DRAIN , (PVT), ,0-80, ----so---- 1t;•~[pSffdft/j'WfA,J'l!,f!'. .ll.-§g/) -~-24" RCP STORM DRAIN ,( V, , :B-80. = =={;O - JO" RCP STORM DRAIN , { f\(r) , ,0-60, ==o TYP[ '.,4-./" Cl FANOUT ,(Pv-r), ,0-9· @] TYPE 'G' C.B. (SEE SPEC/Al NOTE' 2) (M), ,0-8 (1.100.}, □ CONCR[T[ LUG, {NJ') , ,0-83, JI. RF!.IO'IE [XIST. MH , ,C.M.W.D. S-1, ' AS MOOIF/£0 BY CITY OF CARLSBAD STANDARDS FOR PUBLIC II.IPRO'IEMENTS " OUANT!Tl[S SHOWN SHALL 8£ ff:RIF/£0 BY CONTRACTOR TO HIS SATISFACTION 1,i.af ESS IO¾ C~/~~TS DESIGNED BY: T,LG, 0:s,llllSq_<'G DRAWN BY: T.B,. M,P, !If# cp"' 't\ "'J <". -PROJECT MGR.· M.N.C. ~ NO. 46935 r ~ * EXP 09/30/05 * 2710 Loker Aveune Weat Civil Engineering ENGINEER OF WORK: J''-1)) CIVIC (/c.~~ Suite 1 00 ~,:inning Carlebad, California 920D8 Proc-eesi111g UL\_/-~ t OF CALI'(] 760-931-7700 Survey!ng Fax:76D-931-8680 QUANTITY*' SOI LF 3 &A 2 &A 2 &A 9./1 LF ,/ &A J [A J [A I [A I [A 5 &A 2 EA 21~ lf 311 zF /Wit ./99 LF 5FA :5FA 5 EA J [A DATE: AUG. 2004 SCALE: AS SHOWN JOB NO.: 0½-1099 DATE: I ( 1-'Z«>'I I.IAR~ N. CARROLL RCE: 46935 CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENTS ' ,?J;Y,;; NO. OF F.H.(S)2-F.FLOW~ GPM OUT OF_I_F.H.(S). 5-24-of, BLD . SPRINKLEo@/NO ... F.FLOW~G.P.M. EXP. 1/30/07 DATC: -- 1 /,4 !,< I J -, r 51RE MAfSf(AL . ( /JATtl RJ;.V WED BY: I V nf) /.2,\ 01/r,~ DEPUTY CITY ENGINEER R.C.E. 33698 EXP. ~/30/06 INSPECTOR -DATE ' ' BENCHMARK: DESCRIPT ON: BRASS DISK IN WELL MONUI.IFNT (S.D. CO CONTROL PT: R/800-288+89 EC) LOCATION: ON El CAMINO RFAL, 2.53 I.II. NL 'y FROM LA COSTA A lf:NU£ RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: J/1.41 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G· \j,)::is\)OC;'\[14' C''i:)\D4(;')i'.r dwq Mov CJ, :2004 4: 19i=Jm Xr,~fs: 04-JSli DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ' ' I SH;ET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT !AIPHOV£Jlt:HT PLANS FOR: NOHTHPOINTE TECH CENTER LOT 5 APPROVED (1,... _ .1C Ill!;~~ i,V«/r~ LLOYD 8. HUBBS / /~S CITV ENG=;--EER E:23889 EXP,RES 12-31-05 DA~- DWN BY: PROJECT NO. DRAWING NO. CHKC BY: IJ. '-"I 423-9 RVWD BY: ~.&-o,~L PIP 04-06 021005 I ' I t' J- 11, I I liji SH!J 4 suet)(~SI~---\ , LOT 2 - STORM DRAIN A SEE SHEET 5 LOT J I I r---WATERLINE f /' SEE SHEET J r---1---STORM ORliJN £ SEE SH££T6 U6 --, fJOi/NOARY , '·'<·, '', )'. .. \ IN/JEX MAP SCAlI t"= TOO' a' .JS' 100' -ll 50' 200· SCALE: 1 " = 100' KEY LEGENIJ SEWER, , • , , , , , , , , , , , , , , , , , , , . , , , , , , , --s---- ACCESS HOLE, , , , • , , , , , , , • , , , , . , , , , . , . , . 0 WAltR , , , , , , . , , , , , . , , , , , , , , , . , , , , , , , , --w----- GATE VALVE. , •.. , , , , , , , , , , , , , , , , , , , , , , , , -0-- RR£ 1-/YOl?ANT, , , , , , • , , , , , • , , , , , , , , , , , • , , I smRM DRAIN, .• '.' .•. '' '' ' ' • ' •. ' ' ' ' ' ' ' ' SHEET IN/JEX SHEET NO. I 2 3 4 5-6 CAUTION II CONTRACTOH TO l<rH!Fr EXACT LOCA !TON OF £XIS!TNG UlTl/71£S IN TH£ FEILD PRIOR TO CONSTRUClTON. NOT£!! ELECTRONIC OA TA fll£S AH£ FOR REmENC£ ONLY ANO AH£ NOT TO 8£ USED FOR HORIZONTAL OR V£R 71CAL SIJRl£Y CONTROi. ©2004 O'Day Consultants, Inc. !)(Cltll'T/ON 77T/.£ SHEET INDEX MAP, SECTIONS AND DETAILS WATER PLANS 5£'1,fR PLANS STORM DRAIN PLANS ES \I I !::!~ 'i<'z (..::l:2 rrri \;!. NO. 46935 f;J * EXP. 09/30/05 * J'"1J; CIV\\.. fl..*~ t Or CALl<c:J 2710 Loker Avl!mue West Suite 100 Corlsbad, California 92008 760-931 -7700 Fox:760-931-8680 . .. STORM DRAIN C -SEE SHEET 5 SlDRM DRAIN B -SEE SHEET 5 SHEET 5 A ~ 6" MIN POUR CONCRETE 2' MIN AGAINST UN- DISTURBED SOIL r CONCRETE THRUST BLOCK (470-C-2000 CONCRtTE) HORIZONTAi. 8£Nl)S 7'fES ANO Q£AI} £NOS -JL 6" MIN SECTION A--A CONCRETE THRUST Lt (FT} BLOCK (470-C-2000 CONCRETE) Lt (FT} THRUST BLOCK lfZi'llQfl BENQS THRUST BLOCK TABLE 22 1/ ' 45' 90' DEAD END & TEE I.D. TEST HOR. 2 VER. HOR. VER. HOR. VER. HOR. VER. INCHES PSI L1 x L2 S.F. L1 X L2 S.F. L1 x L2 S.F. L1 X L2 S.F. 10 225 4.1 2.5 10.J 6.0 J.4 20.4 1.0 5.1 J5.7 6.4 4.0 25.6 NOTE: THIS THRUST BLOCK INFORMAIION IS INTENDED TO COMPLEMENT C.M.W.D. STD. om;. No, W-15, W-19, AND TO 8£ USED IN CONJUNCIION WITH THAT STANDARD. ~-SAND 8£00/NC INSTALL NEW TIP£ II ' CURB INLET TOP TO MATCH FINISH GRADE PER SDRSD owe NO's ----0-1, 0-11 & 0-12 FINISH GRADE EXIST/NC TfPE :4' EX/SIINC FINISH GRADE EXISTING GROUND CURB INLET~==:='., 1 cROUND) - I I ------EXISTING GROUND EXIST/NC GRADE SAW CUT &c REMOVE TOP SECIION EXIST/NC CURB INLET BOX TO REMAIN 1 I -_l..r_--_--, Jj=-::---INSTAL/ REBAR INSTALL REBAR PER DWC. 0-118 (TYP.) IJETAIL tf' NOT TO SCALE PER owe. 0-110 (TfP) OR/LL TO OEPTH OF 12 "-DIAMETERS OF REOUIREO REBAR PER HORIZONTAL REINFORCING SCHEDULE SHOWN IN SORSD owe NO, 0-118 EXIST/NC INLET /ounET PIPES TO REMAIN LOCATION OF SAWCUT EXIST/NC CURB INLET BOX DETAIL '8' NOT TO SCAlI REBAR INSTALLED O DEPTH OF 12"-0IAMETERS OF REQUIRED REBAR PER SDRSO owe D-118 EXISTING INLET /Oun ET PIPES TO REMAIN IJETAILS.· AIJJUSTING EXIST. TYPE i1 ' CURB INLET NOTE: SEE SHEET 6, STORM DRAIN LINE 'E' STA. 10+00 FOR PLAN & PROFILE OF INLET TO 8£ ADJUSTED. Lr (FT} UOOIFl£D '{H8US[ .4NCHQH THRUST ANCHOR CONCRETE THRUST WALL (470-C-2000 CONCRETE) TABLE I.D. TEST DETAIL IMPROV. PLAN L1 x L2 S.F. INCHES PSI SHEET NO. 10 225 A 10 5.2 5.2 21.0 10 225 B 10 4.6 4,6 21.2 10 225 C /0 4.5 4.5 20.3 !JQJf;, THIS THRUST ANCHOR INFORMATION IS INTENDED TO COMPLEMENT C.M.W.D. STD. om;, NO. W-18, W-19, ANO TO 8£ USED IN CONJUNCIION WITH THAT STANDARD. EXISTING UTILITY DATA TABLE Nd OESCRIPTION REFERENCE OWC. I EXIST/NC 8" PVC SEWER owe. No. 365-5 2 EXIST/NC 8" PVC WATERLINE owe. No. J65-5 J EXIST/NC 24" HOP£ PRIVATE S.0. owe. NO, J65-5A TfP. 4 EXIST/NC 8' PRIVATE S.D. PRECISE GRAD/NC PLAN LINCOLN NORTHPOINTE 5 EXIST/NC 24" HOPE PRIVATE S.D. owe. NO. J65-5A 7YP. 6 EXIST/NC EL£CTRICA1 /TELEMETRY CONDUITS NONE 7 EXIST/NC SEWER M.H. R/M-284.84 /E--215.lJ owe. NO. J65-5 8 EXISTING 8" PVC SEWER DWC. NO. 36.5-5 9 EXISTING SEWER M.H. R/M-289.54 l£=274.81 om;, NO. 36.5-5 10 EXIST/NC TfPE '8' C.I. 283.50 TC 211.60 IE PLANS FOR LINCOLN NORTHPOINTE. owe NO. J65 5A II EXIST/NC 18" HOPE PRIVATE S.O. PLANS FOR LINCOLN NORTHPO!NTE. owe NO, J6.5-5A 12 EXISTING 8" 90" ELBOW & T.B. owe. No. 36.5-5 IJ EXISTING 2" 8.0. ASSEMBLY owe. NO. J6.5-5 14 EXIST/NC 8" PVC WATERLINE owe. No. 365-5 15 EXIST/NC 0.0.C. V. 8" PVC PIPE & CATE VALvl: owe. NO. 365-5 16 EXISTING TYPE :4' C.O. R/M-285.80 !E-215.1 I PLANS FOR LINCOLN NORTHPOINTE owe NO J65-5A 11 EXISTING JO" HOPE PRIVATE S.O. PLANS FOR LINCOLN NORTHPOINTE owe NO. 365-5A 18 EXIST/NC JO" HOPE PRIVATE S.O. PLANS FOR LINCOLN NORTHPO!NTE. owe NO. 365-5A 19 EXISTING 5' TYPE ,t' C.I. 271.60 TC. 266.30 /£ PLANS FOR LINCOLN NORTHPOINT£ owe NO, 365-5A 20 EXISTING 18" PRIVATE S.O. PRECISE GRAD/NC PLAN LINCOLN NORTHPOINTE 21 EXISTING TYPE t'' CATCHBASIN PRECISE GRAD/NC PLAN LINCOLN NORTHPOINTE 22 EXISTING 18" PRIVATE S.O. PRECISE CRAOINC PLAN LINCOLN NORTHPO!NTE 23 EXISTING 5' TYPE II ' C. I. PRECISE GRADING PLAN LINCOLN NORTHPO!NTE 24 EXIST/NC JO" R.C.P. PRIVATE S.D. PLANS FOR LINCOLN NORTHPOINTE. owe NO. J65-5A 25 EXISTING HEADWALL & RIP-RAP ENERGY 0/SSIPATOR PLANS FOR LINCOLN NORTHPOINTE. owe NO. J65 5A 26 EXIST/NC 8" PVC SEWER owe. NO. J65-5 27 EXIST/NC FIRE HYDRANT ASSEMBLY DWC. NO. 365-5 28 EXIST/NC 8" CROSS. CATE VALVt3: 8.0. & A. V. owe. NO. J65-5 29 EXIST/NC 8" PVC WATERLINE owe. NO. J65 5 JO EXIST/NC 18" PRIVATE S.0. PRECISE GRADING PLAN LINCOLN NORTHPOINTE JI EXISTING PRIVATE S.0./CATCHBAS/NS PRECISE GRAD/NC PLAN LINCOLN NORTHPOINTE J2 EXIST/NC TfPE 'C' CATCHBASIN PRECISE CRAOINC PLAN LINCOLN NORTHPOINTE JJ EXISTING PVC PRIVATE SEWER LATERAL owe. NO. 36.5-5 J4 EXIST/NC TfPE '!' C.B. R/M-288.15. /£-277.01 PLANS FOR LINCOLN NORTHPO!NTE. owe NO. J65-5A 35 EXISTING B" PVC WATERLINE owe. NO. J6.5-5 36 EXISTING JO" HOP£ PRIVATE S.O. PLANS FOR LINCOLN NORTHPOINTE owe NO. J65-5A 37 EXIST/NC 8" PVC WATERLINE owe. NO. J65-5 J8 EXISTING 0-6J CONCRETE LUC PLANS FOR LINCOLN NORTHPOINTE. owe NO. J65-5A J9 EXISTING JO" HOPE PRIVATE S.D. PLANS FOR LINCOLN NORTHPO/Nlf owe NO, 365-5A 40 EXISTING TYPE 'C-2' C.8. RIM=28B.15. /£=279.19 PLANS FOR LINCOLN NORTHPOINTE. owe NO. 365-5A 41 EXIST/NC 24" HOPE PRIVATE S.O. PLANS FOR LINCOLN NORTHPOINTE, owe NO, 365-5A 42 EXISTING B" PVC WATERLINE owe. NO. 365-5 43 EXISTING 0.0.C.V. 8" PVC PIPE&: CATE VALVE owe. NO. 355-5 44 EXISTING TYPE t'' C.B. RIM=289.00 1£=279.92 PLANS FOR LINCOLN NORTHPOINTE, owe NO, J65-5A 45 EXISTING 24" HOPE PRIVATE S.D. PLANS FOR LINCOLN NORTHPOINT[. owe NO. J65-5A 46 EXIST/NC PRIVATE S.D. PRECISE CRADINC PLAN LINCOLN NORTHPOINTE 47 EXIST/NC PRIVATE C.8. PRECISE GRADING PLAN LINCOLN NORTHPOINTE 48 EXIST/NC PRIVATE S.D. PRECISE GRAD/NC PLAN LINCOLN NORTHPOINTE 49 EXISTING PRIVATE C.B. PRECISE GRAD/NC PLAN LINCOLN NORTHPOINTE 50 EXIST/NC 8" PVC WATERLINE DWC. NO. 365-5 51 EXIST/NC FIR£ HYDRANT ASSEMBLY owe. No. J65-5 52 EXIST/NC 8 • CROSS. CA TE VAL Vt3: B. 0. 3' & A. V. '.5' owe. NO. J65-5 5J EXISTING 8" PVC WATERLINE owe. NO. J6.5-5 54 EXISTING 8" PVC WATERLINE owe. NO. 36.5-5 55 EXISTING 0.0.C.V. B" PVC PIPE & CATE VAL/.f" owe. NO. 36.5-5 56 EXIST/NC WATER SERVICE LATERAL owe. NO. J65-5 57 EXISTING 8" PVC WATERLINE owe. NO. 365-5 58 EXIST/NC 2" 8.0. ASSEMBLY owe. NO. J6.5-5 59 EXIST/NC J'xJ' C.8. R/M-288.55. l£=284.05 PLANS FOR LINCOLN NORTHPOINTE owe NO, 365-5A 60 EXISTING 18" HOPE PRIVATE S.O. PLANS FOR LINCOLN NORTHPOINTE. owe NO, 365-5A 61 EXIST/NC £LECTRICA</!'£L£PHON£ UTILITY CONDUITS SOC£ PLANS 6.2 EXIST/NC CASLIN£ SOC£ PLANS 6.J EXISTING SEWER M.H. RIM=285.55 l£=272.17 owe. NO. 365-5 64 EXISTING 8" PVC SEWER owe. NO. J65-5 65 EXISTING SEWER SERVICE LATERAL owe. NO. 365-5 66 EXISTING SEWER M. H. R/M-284. 00 1£-270.83 owe. NO. 365-5 67 EXIST/NC B • PVC WATERLINE DWC. NO. 365-5 68 EXIST/NC FIRE HYDRANT ASSEMBLY owe. NO. J65-5 69 EXIST/NC 8" 90' ELBOW & T.B. owe. NO. J65-5 10 EXIST/NC 8" PVC WATERLINE owe. NO. J65-5 11 EXISTING 8" PM:' SEWER DWC. NO. 365-5 12 EXIST/NC SEWER M.H. RIM=276.J3 !£=268.90 0/lf;. NO. 365-5 13 EXIST/NC 8" 90' ELBOW & T.8. C. V. 8.0. & A. V. owe. NO. J65-5 74 EXIST/NC 8" PVC WATERLINE om;. NO. 365-5 15 EXISTING 8" PVC SEWER •owe. NO. 365-5 EXIST/NC UTILITIES MAY 8£ ABANDONED IN PLACE IF IN ACCORDANCE WITH TH£ SOILS ENCINEER'.5' AND THE CITY'S FIELD RECOMMENDATIONS. CONTRACTOR SHALL REMO/.f" EXIST/NC UTILITY IF DEEMED APPROPRIATE BY SOILS ENC/NEER AND CITY. •REMO//£ WESTERNMOST (DOWNSTREAM END) 51 LF OF PIPE "REMOVE WESTERNMOST (DOWNSTREAM END) 140 LF OF PIPE '*'EXISTING 0.0.C.V. & FIRE HYDRANT TO 8£ RELOCATED,· ALL PIPES, VAL/,f.>, BURYELL, SPOOLS AND OTHER ASSEMBLY MATERIAL SHALL 8£ REPLACED. EASEMENT TABLE 0/SPOSITION REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN (PLUG ABANDONED PIPE HOLE) ABANDON IN PLACE SEE NOTE BELOW ABANDON REMAIN REMAIN REMOVE &: CAP PIPE REMOVE REMOVE REMOvl:/RELOCATE'., REMAIN !PLUG REMOVED PIPE HOLE) REMOVE REMAIN REMAIN (ADJUST RIM TO FG ELEV.} REMAIN REMAIN /ADJUST RIM TO FC ELEV.! REMOVE REMAIN !ADJUST RIM TO FG ELEV.} REMAIN REMAIN A8.JJ(D0N REMOVE/RELOCATE'" REMOVE REMOVE PORTION TO 8£ REMOvl:0' REMAIN REMOVE PORTION TO 8£ REMOVED,. REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMAIN REMOVE REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMOVE & RELOCATE D.D.C. V. /ABANDON PIPE"' ABANDON SERVICE REMAIN REMAIN REMAIN REMAIN REMAIN REMAIN REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE/RELOCATE"' REMOVE & CAP PIPE REMAIN ABANDON IN PLACE-SEE NOTE BELOW REMAIN (PLUG ABANDONED PIPE HOLE} REMAIN REMAIN REMAIN (NO:; DATE REC. DOC. NO. BENEFICIARY NATURE OF EASEMENT DISPOSITION , .. 12 2 99 F /N 1999 0189037 CMWD 20 WATERLINE £&.ll"N " ~ •1µ.i 2 12 JI 98 MAP NO. 13116 tnT J PRIV,A TF ROAD _. UTILIT/f ' 0 "Rll("' "' 0 ' m 11Tr"•IM. J*** 12-JI 98 MAP NO. 13716 CITY OF CARLS!#.0 "'NF0 " "Tl! !TY ,, A PnRT!(W m u, ml/Tl'"/1,/, 4 6 22 2000 f:" /M 'lnnn n 7'>94n 7 LOTS 1-5 1n ORA/NACE P, RT~ , "'fTr •IA/M, 5' 1 6-99 F/N tnnn 04687."" SOC£ PUBLIC UTILITIES. INGRESS/ECRESS T, n, 6 6 22-20,.,, f' /N wmn_ ~ nn407 LOTS I 12 RECIPROCAL PRIVATE ACCESS & UTILITY P, RT/, N ffi DC nt 1/Tr"!"•n 7 6. 22 2000 0/N °'00 'J."'401 LOTS 4 5 LANDSCAPE EASEMENT w T(} 1.,/1,, ,/"ll'fU'I/J/Mt'! 8 6 22 2000 /:"/M onnn •~4n, LOTS I 7 SIJRfACE ORA/NACE P/:.8fffffif "' "' 1/T, 9 6 22-2000 •/N onnn 1 • 4/17 "'T 1 PRIVATE UTILITY •EXACT LOCATION IS NOT DISCLOSED OF RECORD &: CANNOT 8£ PLOTTED HEREON. "PORTION OF EASEMENT C)UITCLAIMED PER PR 04-88, REC. _____ AS F/N ______ _ '"PORIION OF EASEMENT C)UITCLAIMED PER PR 04-90, REC. _____ AS F/N ______ _ ~ CITY OF CARLSBAD I SHE6ETS I 1---!----+----------------+----ll-----i-----+----I l_Lj ENGINEERING DEPARTMENT l----l--+----------------1----+--+----l----l IMPROVDIENT Pl.ANS FOR: Civil Engineering Plonning Processin9 Surveying DESIGNED BY: T.LG. DRAWN SY: T.8., M.P. PROJECT MGR.· M.N.C. ENGINEER Or:K: MAR N. CARROLL DATE: AUGUST 2004 SCALE: I§ SHOWN JOB NO.: 04-1099 DATE,/,~-0 $' RCE: 46935 II AS BUil T" RC 0 9 3 5 EXP '1/30/07 INSPECTOR 5·l4-o(,, DATE Q'] /,q /.,,,.,,c, ~ATE BENCHMARK: DESCRIPT10N: BRASS DISK IN 'M:LL MONUMENT (S.D. CO. CONTROL PT. R/800-288+89 EC} LOCATION: ON EL CAMINO REAL, 2.6J Ml. NL 'y FROM LA COS TA A vl:NUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION J/1.41 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\C411J9S\0499i02.cwg Jcr 03, 2C·D.S 1··~'r1mr Xrefs. D4S9i; O4S9m:ip; O499site; O490ull: O499TP DA TI' INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL NOHTHPO/NTE TECH ClNTEH LOT 5 APPROVED8Y Ac, .L cs~~ ~,6 LLOYD 8. HUBBS '/.:z+5 CITY ENGINEEPE2J~9 EXPIRES 12-31-0SATE PROJECT NO. DRAWING NO. PIP 04-06 423-9 021005 J I I I I I a--+-+--+--t---lt-+-+--t---+---+--+---+,-+---tr-t---t-+-+--+---+--+-+---c-+-,-~ __ +-_-~ .+--+--+--+-+-+.-+---t-t---+--+-+--+---+---+--+-c-+---+---t---+--+---+--+--1~-------c . t-i. I -.I ' . f' . . . 1· J _j_ __ +------~------r------. r-------~-i +----·t-----t----t---t----f·---r-------t---t-·+---t---t---+---t-~+---t----+--~--J I _ , ,, ~ ---j -16 EXISTING TYPE ,1' CO, RIM=285.80 IE=275. II PIANS FOR LINCOLN NORTHPO/NT£. owe NO. 365-5A REMAIN (PLUG REMOVED PIPE HOLE) 1 1 1 1 -1 --+-+-+-----e-----------------___ . _ 18 EXIST/NC JO"' HDPE PR/VAT[ S.D. PLANS FOR LINCOLN NORTHPO!NTE owe NO. J65-5A REMAIN . --' I I ' ----r----·_:_ ____ t---t---t----t-----t----_---,___ ·-,.----t----+---t---+---+----+---t---- i-c-· _ _j_ -1 , --' ' J ! _ I j _ _ _ _ 1 -_ I 27 EXISTING FIRE HYDRANT ASSEMBLY DWC, NO, 365-5 REMOVE/RELOCATE'" -f--~ -j ---I -~ -,__, ------------1 ---,_ --•--, ------~----+--,---t-t--+---_+--+----t---+---+---+---t-------, i: ~~~~z~ ~;.c:~: :U!//1:.%.S: B.O, & AV. ~w:}NSN~oi~~;;OLN NORTHPOINT£. Owe NO, 365-5A ;~i~~ ' I-L ' ' i ----1-~ I __ ~ , -f----- j. j 10 11 1 ' • _ • , ! J ___ ---------1 I J ' . _ I 41 EXISTING 24" HOPE PRIVATE S,D, PIANS FOR LINCOLN NORTHPOINT£. owe NO, 365-5A REMAIN ----• ~ ---- , -t---_ ------~------___ .. _ -t-----+'----t-t---t-+-+--+---+--+-+-+---"---t 43 EXISTING 0,D.C, v.. 8' PVC PIPE & CATE VALVE owe. NO. 365-5 REMAIN I -vr,: , ,,~, ,v t'-1 t1t 1<< Ov, , , re I I 1 -_ -, 50 EXISTING 8" PI-C WATERLINE DWG. NO, 365-5 REMAIN ---• r. IN-" u, l!' --I 52 EXISTING 8" CROSS. CATE VALVES: 8.0. 'S & A,V. 'S owe. NO. 365-5 REMAIN - 12 I 63 EXISTING SEWER M.H. RIM=285.55 IE=272.17 owe. NO. 365-5 REMOVE 64 EXISTING 8" PI-C SEWER owe. NO. 365-5 REMOVE 65 EXISTING SEWER SERWCE /ATERAL DWC, NO. 365-5 REMOVE 67 EXISTING 8" pi,r WATERLINE owe. NO. 365-5 R£MOVF EXISTING UTILITIES MAY BE ABANDONED IN PLACE IF IN ACCORDANCE WITH THE SOILS ENGINEER'S ANO THE CITY'S FIELD RECOMMENDATIONS. CONTRACTOR SHALL REMOVE EXISTING UTILITY IF DEEMED APPROPRIATE BY SOILS ENGINEER ANO CITY. 1 J 14 15 ,,.£XISTINC D.D. C.V. & FIRE HYDRANT TO BE R£LOCATEO; ALL PIPES. VALVES. BUR YELL, SPOOLS ANO OTHER ASSEMBLY MATERIAL SHALL BE REPLACED. I I I , 4 //~-I/ ~ • _ .. -,:XISTING C.'HECK / . I" ,, "" WA Tl"RI /Alt:' 'A, I ,, 1 rr··-----~-.-,"' so--t -----s_..___ _-~-;._,,..,,µ_,_ \.g "vALVETOREMAIN I I i r~:?i~'1t£,JW.v.8"1'APPINGSL££V£.tT.8. 9+53.00 WATERLINE :.4' I l / LOT LINE;\ ✓-'ER CMwu 11'-l,f I EAN 2" MAR RELOCATE & INSTALL 1 EAN 8' DOUBLE r.:HECK ~ ;;c;~-=-~feh.-~-l--~-~L::::O~T~2~~~9~~-7~-~J:.A@'ER..!A~o.SJ~.LL __ -+L~O~T~J8 i.--~'h2:2.::~·EE!tio~we~.?'1-·4~":i3~,.,-~9A¥tq==;:;==t)~u,.,-,-Y/-111,1 .. r.=oi CONNECT To Ex1sr. a· WATERLINE ·c· VALVE ASSEMBLY PER CM.W.O, W-22 I ---.Is-----F ---'-"-'~'L , NO. 04 /)7 -/ -?-1, EMOLl'flrm,;;IL 1 '-.l'l' if ~ -+--+---t----t STA. l3+81.99, SHT 14 1-E,j;/-"l!:/fxp5v.TEE I 1 --=~~~-::~~,,i·~~,~~?~~R~~======~ """"'"'' ' <J ,,ur ~1 "''r;. d'"_, '-I< c"'"" ~ ""0 FOR LOT 2 $t;s;Rl;:~E-I ,/':.-{I] ,, )--[ ~~ "" I " C ~;;:~&SffJ I f j_f __ ~--"~-t-"-1 -t--__ 1 ___ IZil ~ttruL _, lr;-1•-' 1~-1 c:::1-•"-1JifMif_Rf foifi1f.r11- :4RLSBAO om:;, 365-i I-r, -' _ , ,,, "' SEE om:;, NO, 365-5 I ~ 0 --.J, -k-/ -~, / -:::::=@ ~ I 17+58.89WATERL!NE:.4' 11 ' I ~4 ~;,; /NE "~, = ~, -----@I / '---BU/LO/NC LINE-4 41 ◊ I ~ I c·· --/ _,,_ 1---t'===f£{-·-;t~":·;!"':TE,:::l?::--":cSE,=l?""'wc.c"''E=&~BA-:-:C.c-:'Kfi=-zo=w J ~ > q·". 'c!J.!iLsBAD -~ / / 1141--. ...-___J Mt'TERN1frlif/!s}:ft.lES0~r 110+00 WATERLINE' :4'1 " I~ --0 , DWG. 365-5 11 " ( 6fl✓~ /,., ""'° \ -j I -l C. 0 "' WATER DATA -- o' _io' lwJ -- ' -I ! t---+--+---+--+-·--+-'-+--1------+----+--+-+ ·_:>__::__ ' ---·-' I----1---__ .I .. ' ----------- -.ffi,~ 'J": ~; :ilf1 rR --- f--+--+---+--+---+--+-.--t------t----------------r- ' 10 11 40' 20' 80' SCALE: 1" = 40' 1:f:g:11.r &:I I ~I~ i ,@I I~-' j--=,t,lil w------~~ / w--.,-="'= I ~ ---~---,,.--tt-,~":0· ,.rW:4~~z"oc.-~~TE / r:ffk[;~fi~r. ,, <v~ /o'+'-"-"''-1/~ ==--=--?cc ---REMOU;ELOCATEEXIST.OOUif't =0=== ~\';~'6 ;1'. --v---"--'ix'is/oou!ltfcflECK I PER STA. 30+77.21, I I v~ 15 CHECK', VALVE ASSEMBLY-SEE STA. '--Im -I 1f --/ r~~Tj5¾11la5 I SHT 13. om,, 365-5. ,, rn', j 9+53.iO lmTERLINE ~· & GRADING PLAN , ~ WATERLINE :.4' & ~~D,;;;EL:;,;;TA,±1/;;;;IBEA~RIN;,;;G~RA~D:;,;;IU~S ,i,,;LE=NG;,;;TH~=..,,.;R;;;;E~MA;;,;RK;,;;;S;,,.,.,.==l I N 75'01'13' E --123.50' 8' PVC~ CL 150 10+00 WA TERL/NE 'B' REMOVE T.8. &: £LBOW & CONNECT TO EXIST. 8" WATERLINE 'B' STA. 26+07. 18, SHT 12 OF om:;, NO. 365-5 o· _io' ... 40' 20' SCALE: 1" = 40' CAUTION!! 80' I I I 18 --owe N . 423-9A ~-,_., 4ii!===I 11-1, '"=( ~\~1--1---1-1 GRADING PLAN ~ , '--12" f!CP , 1 1 ~- 1 <.., §,1 LOT LINE' "-<> r" 1 --EXIST. 2· WATER ✓-, l,--PER ADJ 0. c\ >, NORTHPO/NTE' TECH CENTER BU/WING S..S SERVI, T TO REMAIN I I ,::, _04-07 I <>, I I L, ; :: @ I LOT 5 ~ j ,, I -,,,10Sz+~B~~-Ol)",-';WA2'/F,'=''fl,-"''Ll,""WE'--":.l+-'' --+~®--II_L] ·~, '-=-~--r--1r"'lv~-_,,:t.. -r.~,.-_r _-__ -_-:..'."'"7Jc''-' --~ '!7ll/TY,. -~ J'fj I 16+62.f/9 WA T[RL/NE :4, INSTALL I EA~ I -1• I ,------------13+7!, {§'W, fr)o.M 'A I i1 ti! :ivlENT , __ I :1-+1, -&Ml--'- 1 --L-lf+----+--+-clN.~S::'!TA~Ll~l~EA":'~~6P. 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SE£ EXISTING UTILITY DA TA TABLE ON SHEET 2 ANO GRADING PLANS (DWC NO. 423-9A) FOR EXISTING IJTILITIES TO BE R£M011['0/RELOCA TEO, PLAN -WATERLINE '8 1 SCALE !"= ,o• CON'TF?ACTOR ro VEl?IFY EXACT LOCATION OF £X/STTNG 1/TILITTES IN TH£ mw PR/Off ro CONSTRVCTION. SCALE 1 •= ,I(}' ~ CITY OF CARLSBAD J SHE6ETS \ 1----+-----+----------------t---1----+---+----1 ~ ENGINEERING DEPARTMENT 1----+-----+----------------+-----<1----+---+----I NOTE!! £LEC'TF?ONIC OA TA FILES ARE FOR R£FERENCE ONLY ANO ARE NOT TO BE //SEO FOR HORIZONTAL OR V£RTTCAL S/IRV£Y CON'TF?Ol ©2004 0'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fax:760-931-8680 Civil Enginearing Planning Processing SuNeyln'il DESIGNED BY: T.LG. DATE: AUGUST 2004 TB MP SCALE', 1' • 40' DRAWN BY:.,,.. _ _ PROJECT MGR.· M.N.C. JOB NO.: 04-1099 (Jl·u V ENGINEER OF WORK: "AS BUil T" 9/30/07 EXP·-=-- 6-'ltf-o{p DATE M] ~( CARROLL nWED BY: DATE/-';•0) 0 C) L£J Q'7 /,., (woe, RCE: 46935 INSPECTOR DATE V BENCHMARK: DESCRIPTION BRASS DISK IN WELL MONUMENT (S.O, CO. CONTROL PT. R/800-288+89 EC} LOCATION: ON EL CAMINO REAL, 2.63 Ml. NL 'y FROM LA COSTA A VENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 DATI: INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G: \D4I C0::-:19\)4S9i03.dw:::i Jan 03, 70C5 11 o,~arn Xrefs: [,4.99i: (,499r1op; 0499site: (,499LtI; C4997 Jtl; Q<..99prf IMPHOV£1,1£NT PLANS FOH: WATERLINES :4' tt '8' APPROVED (I Y ~ " ==-" ~ • -,,, • ' ~ LOYD 8. HUBBS r1 ro5 CITY ENGINEEI?" PE 238"'1 EXPIRES 12-31-05AT DATI: INITIAL CITY APPROVAL DWN BY: CHKD BY:-r"',-,-<..=-"' RVWD BY: .,. PROJECT NO. 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W.O, AO, NO. 04-7 L,,--"i' ~ ~REMOVE EXIST. 8" Pltr STORM DRAIN , / f .!!,o:'.l+~oo~SE=Mi~l?...!Lc:cA!.'c:TER'c.':~"'-L ---11v I I - =JS/'f/rfo,SEWDILINE 'A' "~""" I 24" RCP STOR,\\ J ►~ ,, --1--Sfn•J • , 2 / NO TE: S££ ARCHITEC TIJRAL PLANS FOR CONCRETE BACKFILL BELOW BUILD/NC FOOTINGS, TO KEEP UTILITIES OUTSIDE INFLUENCE ZONE OF BU/LO/NG. I , -,,__ DR IN UN£ z,:"\\ 1_,, ,,;:. \..BU/L/)/,-#'NG LINE O r :,, PORTION OF ¥EXIST./ / ": ~'!;£ SHf:a 6 ,.01A'/ l4 N ml '.£ , ~ 4• SW/? LATERAL -~ ~ "='--_ WI fij~"!t--"'i--J,_&-f!..._W TO B£!f£MOV£D If _ "-• ◊ ~= 51 LF OF EXIST. 18" SD TO BE REMOVED I '"---"'J'-'-+-"0"-7, 3,c::4,:_0'"'------- CLEANOUT PER C.M.11(0, S-6 CONNECT TO EXIST. 4' Pltr SEWER LATERAL AS SHOWN ON SHT. 14 == OF=D=WG. NO. 365-5 SCALE: I ' = 40' Nl/HTHPOINTE TECH CENTBI 8/JILO/NG 'v I 2 J 4 5 JjQJ£;_ 1, SEE EXISTING UTILITY DA TA TABLE ON SHEET 2 GRADING (DWG NO. 42J-9A) PLANS FOR EXISTING UTILITIES TO BE REMOVEO/RELOCAtEO, SEWER DATA DELTA/BEARING RADIUS LENGTH N 75'0l '1J' E N 75'0/!J" £ N 2973'14" E N J4'26JI" £ 10.50' 272.66 9214' 126. 74' REMARKS 8" PVC ~ SOR 35 • • • • • 6" Pvt'~ SOR J5 PRIVATE. " PLAN -PRIVATE SEWl."H LA TEHAL £OT 5 SCALE f "= -10' EXISTING UTILITY DATA TABLE Nd DESCRIPTION REFERENCE DWC. DISPOSITION 1 EXIST/NC 8 Pvt' SEWER OWG. NO, J65-5 REMAIN 2 EXIST/NC 8" Pvt' WATERLINE OWG. NO. J65-5 REMAIN 7 EXISTING SfWER M.H. RIM=284,84 /£.-275.73 DWG, NO, J65-5 REM/>JN (PLUG ABANDONED PIPE HOLE) 8 EXIST/NC 8" Pltr SEWER OWG. NO, J65-5 A84NOON IN PLACE-SEE NOTE BELOW 9 EXIST/NC SfWER M.H. RIM=289.54 1£=214.81 OWG. NO. J65-5 ABANOON 14 EXIST/NC 8" Pltr WATERLINE OWG. NO. J65-5 REMOVE 18 EXIST/NC so· HOPE PRIVATE 5.0, PLANS FOR LINCOLN NORTHPOINTE owe NO J65-5A REMAIN 20 EXIST/NC 12" PRIVATE S.O, PRECISE GRAD/NC PIAN LINCOLN NORTH.POINTE REMAIN 24 EXIST/NC JO" R.C,P. PRIVATE S.0. PLANS FOR LINCOLN NORTH.POINT£ OWG No. J65-5A REMAIN 26 EXIST/NC 8" Pltr SfWER OWG. NO, J65-5 ABANDON 29 EXIST/NC 8" Pltr WATERLINE OWG, NO, J65-5 REMOVE 71 EXISTING 8" Pltr SEWER OWG. NO, 365-5 ABANOON IN PLACE-SEE NOTE BELOW 72 EXIST/NC SfWER M.H. RIM=216.JJ /£.-268.90 DWG. NO, 365-5 REMAIN (PL/JC ABANOONEO PIPE HOLE! 74 EXIST/NC 8" Pltr WATERLINE OWG. NO, J65-5 REMAIN 15 EXIST/NC 8 • Pltr SEWER •owe, NO. J65 5 REMAIN EXISTING /JTILITIES M4Y 8£ ABANOONEO IN PLACE IF IN ACCORDANCE WITH THE SOILS £NCIN££R's ANO TH£ CITY's FIELD RECOMMENDATIONS. CONTRACTOR SHALL REMOVE EXISTING UTILITY IF DEEMED APPROPRIATE BY SOILS ENGINEER ANO CITY. --- 0' .lO' M 40' 20' 80' SCALE: 1 ' = 40' CAUTION II CONTRACTOR TO V£RIFY EXACT LOCA170N OF FXISTTNG UTTUTT£S IN TH£ mw PR/r.Y? TO CONSTRUClTON. PLAN -SEWERLINE ~ I 6 7 8 N 14'58'47" W N 26 '50'48" £ N 14'15'40" W N 74'/5'40" W 105.92' 2r1s' 20.00' 152.41' • • PRIVATE. • • PRIVATE. • • PRIVATE. ~ CITY OF CARLSBAD 1---+----+-----------------1-----1----+----+------1 L__i_J ENGINEERING DEPARTMENT I SH6TS I NOTE!! £l£CTRONIC DATA f7L£S ARE FOR RUERENC£ ONLY AND AR£ NOT TO BE USED Fr.Y? HrY?IZONTAl rY? ',fRTTCAl SURVEY CONTROL ©2004 O'Day Consultants, Inc. SCALE t•= ,HJ' 2710 Loksr Avenue West Suite 100 Carlsbl'.ld, California 92006 760-931-7700 F'a,c760-9J1-8680 Ch1il l::ngineerlng Planning Processing Surveyi111g DESIGNED BY: LLG. DRAWN BY: T,8,, M,P, PROJECT MGR: M,N.C, ENGINEER OF WORK: DATE: AUGUST 2004 SCALE: 1 • = 40' JOB NO,: 04-1099 "AS BUil T" iJIA ~ 5-Z4-o(, R;:&9 35 EXP. 9/30/07 DATE 5AED BY: _;fJjJJ'~-)yt:J('~_),;;;,;;::::_______!D~AT~E:l::_z· ;~•,>::-~ -~ ~J:__JiD~£~)=51/'"7n~ cnfrq ~re MARGAR6'1"/N, CARROLL RCE: 46935 INSPECTOR DATE BENCHMARK: DESCRIPTION: BRASS DISK IN WELL MONUMENT (S.D, CO. CONTROL PT. R/800-288+89 EC} LOCATION: ON EL CAMINO REAL, 2.63 Ml. NL 'Y FROM LA COSTA A VENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION: 311.41 1---+----+----------------+---+-----+---+------1 IAIPHOVEJIE'NT PLANS FOIi: SEWEHLINE ~ I APPROVED l1Y' • l---+--+----------------1---t------l---+---I A/4>~,¢111,?• i-t LLOYD 8, HUBBS 1/.:,'-f ... S: CITY ENGfifEER \;if 23889 EXPIRES 12-31-05 DATE' DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C: \04ID99\C499i0t-.dwg Jcr OJ, 2005 11·09rJ'Y1 X-efs: D499i; D499mcp; 0499site: D499ut D4997utl: 0499prf DATE INITIAL CITY APPROVAL OWN BY: CHKD BY: r, < ~ RVWD BY: • ·, PROJECT NO. DRAWING NO. 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Fr, , ,,.,. 6. lfP ~ -1 o, "S v, ~-6 "'S ., -l--l--l---l--l--1--1---l---l----l---l---l-·---i---+--l--l---l---l--l--l---l---i--cl--l--l---l---l---+--l---l----i---+--l--l-,-l'--+--+---ll......,-=I--W.'rFJ'j;i;;l;:;--,+--t--r--i=wA1f;i"7ci T .. ·r·. ,,~., ~oiiff.~'1"'"F"Fl= '~.. ,,~, •. 'ir. :=j""l""f~-H--+-+++++-+1,'--+-+4++++++-+-+--+--HH--+--+--+-+4+++--'---+-'----+--+--+--f--l--+--+--+-+--1 , • -• -I 2.:4'FS ---+-~-+--t---+---i---t----i-f--+-+--+--+--t--t---t---+--t----i-J--+-+-.-+--t--+---+---+--t---+-l--+-.--+---+--t----i-+--+-+--+--+--+---+---+--t-i---1-- --- -I -' 14. " L N v· ,, SD a /17' •• ,,_, ""I" ,.. ... .,,f,J -+---+---+---+----+---+ .. --+ --+---, 10 CAUTlON !! CONTRACTDR TO ',fR/FY EXACT LOCATION OF EXISTING UTILITIES IN THE mw PR/OH TO CONSTRUCTION. NOTE!! El.ECTRON/C DA TA filES AHE FOH HEFmENCE ONLY AND AHE NOT TO 8£ USED FOH HOOZONTAL OH 1£/?TICAL SURVEY CON TRO/. ©2004 O'Doy Consultants, Inc. II 6' SEWER LATF!IAL-......._◊ SEE SHEET 4 '\ 10+00 STORM ORAIN i1' CL Ti'P£ i1-4' C,0. PER SORSO 0-9 CONNECT TO EXIST. JO" HOP£ SO. --.......... ,.,,,~-~ 20' tp' 80' SCALE: 1" = 40' 271 0 Loker Avenue West Suite 100 Corlsbod, Callfornio 9200B 760-931-7700 Fox:760-931-8680 Civil Engineering Plannlng Processlng Sur11eyin,;i ' ' : ' ' 1.. _,. · · -/Jl-1 1 A, 1n . l'Yl' ll!iJl I 111 m: ~ · ? OJ: ~ 'QI t:-n ~4--t---r' A, 'E NO SHOJt{ V 'R~ 7L . f JR CL, RI, Y. t -' -----· .; 'llOJ 1l r".· -• ·~ ,mJ LD'R, IN • t','-----t~-+----+--+--+--'-1 --+-+---t--+--+--- SCAu l"F 4 ~ _ ----+-'+-+--+'---+--➔--➔---1-,---lf--- 10 II 12 IJ PLAN -STORM DRAIN 11: '8 1 <t 1C1 -PRIVATE DESIGNED BY: T.L.G. DRAWN BY: T.8 .. M.P. PROJECT MGR,· M.N.C. DATE, AUGUST 2004 SCALE: 1 ' = 4-0' JOB NO.: 04-1099 SCAIE f •= ,IQ' II AS BUil T" rJ.l1.0--5 -Z<{-o, RC;&)935 EXP.9/30/07 DATE ---A-----------==---'~7-~7•L EuDB 0Y: /"\ DATE: /-;•o) , ~ _L_/ ENG(ff!IN~EER ~F. WORK: cn/,-,/i,.or,. MAR N. CARROLL RCE: 46935 INSPECTOR DATE BENCHMARK: DESCRIPTION: BRASS OISK IN WELL MONUMENT (SO. CO. CONTROL PT. R/800-288+89 E'C) LOCATION: ON El CAMINO REAL, 263 Ml NL 'y FROM LA COSTA A VENUE RECORD FROM: NORTH COUNTY CONTROL OATA ELEVATION: 311.41 I 10+96. 61 smRM DRAIN 'B' CL TYPE 'C-1 C.8. PER SDRSO 0-8 •= ,. lf:.,11 10 II PR/VAT£ STORM DRAIN DATA (NO; DELTA/BEARING RADIUS LENGTH REMARKS I S 14'58'47' E 384.96' 30• RCP ~ 1350-0 W/r/ATER-TIGHT JOINTS 2 • • J 4 5 N 15Vl'IJ" E S 13'40'/5" W S 14'58'4/ E N 75'0l'IJ" E 114.49' 93.65' 95.63' 59.50' 12" RCP ~ 2000 0 W/WA TER TIGHT JOINTS • • 6" PVC ~ SOR 35 6 N 75'01 IJ E 54.20 7 N 75'0I IJ" E 54.20 • NOTES: I, 6" PVC ROOF ORAIN m BE' ST!JBBro OUT 5' FROM BU/LO/NC AT Fl= 281.50. SEE BU/LO/NC PLANS FOR ROOF ORAIN CONTINUATION. EXISTING UTILITY DA TA TABL£ I NCI DESCRIPTION REFERENCE DWG. I 7 EXIST/NC JO• HOPE PR/VA TE S.O. PLANS FOR LINCOLN NORTHPOINTE. owe NO. J65-5A 18 EXIST/NC JO• HOPE PR/VA TE S.O. PLANS FOR LINCOLN NORTHPOINTE. owe NO. J65-5A 26 EXIST/NC 8" PVC SEWER OWC. NO. 365-5 29 EXIST/NC 8" PVC WATERLINE owe, NO. 365-5 JO EXIST/NC 18" PRIVATE SO. PRECISE CRAOINC PLAN LINCOLN NORTHPOINTE 39 EXIST/NC JO" HOPE PRIVATE SO. PLANS FOR LINCOLN NORTHPOINTE. owe NO. J65-5A 41 EXIST/NC 2r HOPE PRIVATE SO. PLANS FOR LINCOLN NORTHPOINTE. owe NO. J65-5A /JO EXIST/NC 18" HOPE PRIVATE SO. PLANS FOR LINCOLN NORTHPOIN/E. owe NO. J65-5A IJ5 EXIST/NC SEWER SERVICE LATERAL OWC. NO. 365-5 DISPOSITION REMOVE REMAIN ABANDON REMOVE PORTION TO 8E REMOVED• REMOVE REMAIN REMAIN REMOVE £X/ST!NC UT/LIT/E'S U4 Y 8£ ABANOON£0 IN PLAC£ IF IN ACCORDANCE' WITH THE' SOILS ENCIN££R 's ANO THE' CITY'S f/ELO RECOMMENDATIONS CONTRACTOR SHALL REMOVE EXIST/NC UTILITY IF OEEMEO APPROPRIATE BY SOILS E'NCIN£E'R ANO CITY. 'REMOVE WE'STERNMOST (DOWNSTREAM ENO) 51 LF OF PIPE ~ CITY OF CARLSBAD I SHE6ETS I t----+-----+-----------------+---1-----+----+----< ~ ENGINEERING DEPARTMENT t-----+---+----------------+---+----+-----+-----1 IMPHOVEIIENT Pl.ANS FOH: APPROVED a r ,4 ....•• ~~.·n LLOYD B, HUBBS ,,,¢.~='-,...A~o=S-- t----+----+-----------------+----+----+----+----< 'en\ ENG~'EERh 23889 EXPIRES 12-31-05 DATE DA 'IE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION omER APPROVAL G: \0£-1 :J99\(,49S·05.cwg Ja'l 03, 2005 11. '7am Xrefs: J499i; 0499rrop; C499site; 0499u:I; D4997utl; 0499prf DATE INITIAL CITY APPROVAL DWN BY: ..cc-.--11 CHKD BY: Tl<'I: RVWD BY:~ --,:-";.e,:c--,r..l~~J. PROJECT NO. DRAWING NO. PIP 04-06 423-9 021005 C :e (i) l 10+00 STORM ORAIN '[J' CL TYPE :4-4 C. 0. PER SORSO D-9 CONNECT TO EXIST. 24' HPOE S.D. 40' -----20' BO' SCALE: 1 " = 40' CAUTION II CONTRACTOR TO VETrlFY EXACT LOCATTON OF EX/SllNG 1/TILITIES IN lH£ F£l1.1) PRlfR TO CONSTl?IJCT!ON. NOTE!! ELECTRONIC DATA flLES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE I/SEO FfR HORIZONTAL fR '>£R11CAL SI/Rl£Y CONTROL ©2004 O'Day Consultants, Inc. 10 @Vo > \\ > ~c, 46935 r;,/ 09/30/05 CIV\\. Of' C~ll~ II 12 ADJ NO. 04-0 6' SEWER LA T£RAL -SEE SHEET 4 - PLAN -STORM DRAIN 'O 1 -PRIVATE 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-9.31-7700 F"ox:760-9.31-8680 SCALE t•= 40' Clvll Engineering Planning Processing Surveyi;ng DESIGNED BY: T.LG. DRAWN BY: T.B .• M.P. PROJECT MGR: M.N,C. ENGINEER OF~ N. CARROU DATE: AUGUST 2004 SCALE: 1 • • 40" JOB NO.: 04-1099 DATE:l•~•O) RCE: 46935 ,_____ INSPECTOR NOTE: 10+00.00 STORM DRAIN t' EXIST. C.1.-AOJIJST INLET TO GRADE (SEE DETAIL SHT. 2) l0+02 STORM DRAIN t' CONNECT NEW 18 RCP S.D. TO EXIST. C.I. 10+09.BJ S.D. '£' BCSD SEE ARCHITECTURAL PLANS FOR CONCRETE BACKFILL BELOW BUILD/NC FOOTINGS. TO KEEP UT/UT/ES OUTSIDE INFLUENCE ZONE OF BUILDING. RETAINING WALL - SEE DWG. 423-9A BUILDING LINE 11 . I i 10 II \ ----t------t------,-t--+-+--+--+--------- 12. 39 lf> 1 • RCP LOT LINE PER ADJ NO. 04-01 2. if 12 IJ PR/VAT£ STORM DRAIN DATA DELTA BEARING RADIUS LENGTH REMARKS N 14'58'47" W 84.0J' 24' RCP ~ 2000-0 W WA T£R TIGHT JOINTS N 15'01 '/J" E 3.92 6" PVC ~ SDR 35 N 00'4648 W 1.BJ' 18" RCP ~ 2000 D L:,. -30'00 00 45.00' 23.56' 18" RCP ~ 2000-0 N 2973'12" E 5:84' 18" RCP ~ 2000 0 L:,. -30'00 00 45.00' 23.56' 18" RCP ~ 2000 0 N 5973'12" E --8.86' 18" RCP ~ 2000-0 N 25'4450 W 125.39 12 RCP ~ 2000 0 W. WA T£R T!CHT JOINTS =34'43 13 !J0.00 54.54 24" RC!' ~ 2000-[) W, WATER 71G'IT JOINTS OESCRIP770N N 49'4206 I . 24 I. 6" Pvt:' ROOF DRAIN TO BE STUBBED OUT 5' FR()I.( BUILDING AT FL= 281.50. SEE BUILDING PLANS Fo.R ROOF DRAIN CONTINUA T!ON. II N /4'S8'47" W 12 N 75'0/ 'fJ E S.1/.57' 3.91 •·· EXISTING UTILITY DA TA REFERENCE owe. OWG. NO. 365-5'1 TYP. ~ 000-/J 'ATE/I 6" PW:-~ SOR JS 6' PIG ~ SOI/ 35 TABLE OISPOSl770N REMAIN 5 EXISTING 24 • HOP[ PR/VA TE S.D. 11 EXISTING JO' HOP[ PRIVATE S.D. PLANS FOR UNCOLN NORTHPOINTE. owe NO. 365 5.-1 REMOVE 22 EXISTING /8' PRl'IATE S.D. 26 EXISTING 8" Pvt:' SEWER 29 EXISTING 8" Pvt:' WATERLINE J5 EXISTING 8" Pvt:' WATERLINE 10 EXISTING 8" Pvt:' WA T£RLINE 11 EXISTING 8" Pvt:' SEWER 14 EXISTING 8" Pvt:' WATERLINE 75 EXISTING 8' Pvt:' SEWER PRECISE GRADING PLAN LINCOLN NORTHPOINTE OWG. NO. 365 5 owe. NO. J65 5 owe. NO. J65 5 owe. NO. J65-5 owe. No. J65 5 owe. NO. J65 5 •owe. NO. J65-5 REMOVE ABANDON REMOVE REMOVE REMAIN ABANDON IN PLACE- REMAIN REMAIN SE£ NOT£ BELOW PLAN -STORM DRAIN '£'-PRIVATE EXISTING UT!LITIES MAY BE A84NOONED IN PLACE IF IN ACCORDANCE WITH THE SOILS ENGINEER 's AN!) THE CIT'rS FIELD RECOMMENDATIONS. CONTRACTOR SHALL REMOVE EXISTING UTILITY IF OE[M[O APPROPRIATE BY SOILS ENGINEER ANO CITY. O' .,10' 40' -----20' 80' SCALE: 1 ' = 40' SCAlE !"= 4()' ~ CITY OF CARISBAD I SHE6ETS I ~====~====~===============================t====±====±====j====j ~ ENGINEERING DEPARTMENT BENCHMARK: DESCRIPTION: BRASS DISK IN WELL MONUM£NT (S.D. CD. CONTROL PT. R/800-288+89 EC} LOCATION: ON EL CAMINO REAL, 263 Ml. NL 'y FROO LA COSTA A VENUE RECORD FROM: NORTH COUNTY CONTROL DATA ELEVATION JI/. 41 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G \041099\0499iC6,dwg Jar 03, 2C05 1 ·: 23cr<1 :<refs: 0499i; 0499,iop; ·J49:,1site; 0499Jtl; QL997utl: 0499prf /AIPROVEAIENT PLANS FOR: STORA/ DRAINS 'O I ,. '£1 APPROVED ar A &4'~~-r ·,< LLOYD B. HUBBS '/9~/.$" CITY ENGi ER~23889 EXPIRES 12 31 05 AT DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL 021005