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HomeMy WebLinkAboutDWG 462-8; PD 08-06; CARLSBAD HIGH SCHOOL MODERNIZATION; 01-11.----------------~~~~ ........ -----------------------------( IMPROVEMENT PLANS GENERAL NOTES I. THIS Pi.AN SIJPtRSEOES All O/H£R Pl.ANS PRF:'vl(J(JS/. Y APPROVE:O BY /HE CITY (F CAl/lS8AO RECAROINC IMPROVE:!IENTS SHOIW ON /HIS SET (F PLANS. 2. APPROVAL (F /HIS Pi.AN DOES NOT LESSEN OR WAIi£ ANY POR/ION OF TH£ CAl/lS8AO MUNICIPAL COO£, RESOLUTION (F CONO/TIOI/Al APPROVA~ CITY STANOAROS OR 0/HER AOO//IONAL OOCIJMENTS l/S/cO HEREON AS /HEY MAY PERTAIN TO THIS PRO.EC!. /HE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE /HES£ Pl.ANS WHEN NON-CONFORMANCE IS 0/SCOVE:REO. J. CITY APPROVAL OF PLANS DOES NOT REUEVE: /HE DEVELOPER OR ENG/NEIR- rF-IIOflK FRO/I RESPONSIBILITY FOR /HE CORRECTION (F ERRORS ANO OMISSIONS OISCOVE:REO OUR/NC CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTLY S/JBl,//T/cO TO /Hf CITY ENCIN/Ifl FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FRO/I /Hf CITY ENC/Nfff/ Will BE REQUIRED FOR ANY IIORK IN /Hf PIJBUC RICH[ OF WAY.. PRIOR TO f'tRl,//T ISSIJANCE, A CERTIFICA/c (F INSIJRANCCMUST BE FllEO NAMING /HE CITY OF CARlS8AO AS AN AOO/T!ONAl INSIJREO ON /HE PERl,//T/cE's POLICY IN /HE MIN/MUii AMWNT OF /1, 000. 000. 00 FOR EACH OCCVRRENCE OF l/A8lll TY. THE INS//RANC£ COMPANY W/1/T/Nli /HE PO/,ICY 1,//JST HAI£ A RATING OF "A" OR BETTER ANO A SIZE CA TfCOIIY Cf aAS:S V OR 8[[T[R AS ESTAl!/.ISHfO EIY wsrs· KfY RA TING CU/OE, • 5. NO IIORK SHALL BE COMMENCEO UNTIL All PERMITS HAVE: BEEN 08TA!Nf0 FRO/I /Hf CITY ANO 0/HfR APPROPIIIATE ACE/IC/ES. 5. REVISION OF IHESf Pi.ANS MAY BE REQU!REO IF /HE Pf/OPOSEO !MPROITTIENTS ARE NOT CONSTRUCTEO PRIOR TO /HE OEAOI.INE OA Tc OF /HE !MPROVE:!IENT AGREEMENT. 1. NO REVISIONS Will 8E MAO£ TO IHESf Pi.ANS Hf/HOUT /HE Wf//TIEN APPROVAL OF /HE CITY ENG/NEEi/, NO/cO Hf/HIN /Hf REvlS/ON BLOCK, ON /HE APPROPIIIA Tc SHEET OF /HE Pi.ANS ANO 1/ll.E SHEET. I!. ORIGINAL ORAIIINGS SHAU BECOME /HE PROPff/TY OF /Hf CITY UPON BDNC SICNfO BY /Hf CITY fNG/NEff/. 9. /Hf ORIGINAL Of/AIIING SHALL 8E REV/SEO TO RfFlECT AS-BUILT CONO/T!ONS BY /HE ENG/NEfR-OF-IIORK PRIOR TO FINAL ACCEPTANCE OF /HE IIORK BY /Hf CITY. ,a ACCESS FOR FIRE ANO 0/Hff/ D,(fflGENCY Vf:H!a[S SHALL 8E MA!NTA!N[O TO /Hf PRO.ECT S/Tc AT All TIMES OUR/NC CONSTRUCTION. 11. WHERE l/lENCHES ARE Hf/HIN CITY fASEl,IENTS, A SOILS REPORT COMPf/lSEO OF: (A) SIJMMARY SHEET, (8) LABORATORY IIORK SHEETS ANO (C) COMPACTION CURVf:5; SHALL 8E Sl/81,//TlfO BY A PROFESSIONAL ENGINEER OF /HE STA Tc OF CALIFORNIA, PRINCIPALLY 00/NC BUSINESS IN /HE F/£10 OF APPL!EO SOILS MECHANICS. /HE SOILS REPORT llfll 8E SUBMITTEO TO /Hf CITY ENGINEERING !NSPEC TOR Hf /HIN Tllfi /fORKING OA IS OF COMPLETION OF F/£10 TcS TS. /HE Wf//T/cN F/£10 COMPAC/ION REPORT(S) SHAU BE IMMEO/A Tel Y SIJ8M/T/c0 TO /Hf CITY ENC/NEERING /NSP£CTOR UPON COMPLE/ION OF /HE F/£10 TcSTS. 12. A PRECONSTRIJC/70// 1,/EITINC SHALL 6£ H£l0 AT THE Sil[ PRIOR TO !Hf 8EC!NNINC OF !WIK ANO SHALL 8£AT/f//OEO BY All R£Pfl[SE:NTAT!Vf:SRESPONSl8lffOR CONSTRUCTION, /NSP[CTION. SUPERVISION, TcSTINC ANO All O/H£f/ ASP£CTS OF THE IIOR& /HE CONTRACTOR SHALL SCHEOULE THE MEETING BY CALLING !Hf INSP£CT!ON UN£ AT (160} 438-3891 AT lfAST FIVE:(5) /fORK!NC OAIS PR/Of/ TO STARTING CONSTRUCTION APPROVE:O Of/Alt/NGS MUST BE AVAILABLE PRIOR TO SCl/lOUl!NC. IJ. All INSP[CT!ON RfO()[STS 0/HfR THAN FOR TH£ ?RECONSTRUCTION MEETING llfll BE MAO£ BY CAlUNC THf [N@NEfRINC 21-H()IJf/ INSPECTION REMS[ UN£ AT {16q) 438 3891. INSPECT/ON R£0/JfSTS /,/UST 8£ RECEIVE:O PRIOR TO 2:00 P.1,1, ON TH£ OAY BEFORE /Hf !NSP[CT!ON IS M[EOEO, INSPECTIONS ltlll BE MAO£ /Hf NEXT IIORK OAY UNLESS YO/J REQIJfST O/H£RWSE. REQUESTS MAO£ AF/cf/ 2.· 00 P.M. Will BE SCHfOUl[O FOR TIIO FVll IIORK OA IS LA TEii. 14. /Hf 0/Wff/ ANO/OR APPLICANT IHROI/CH !Hf DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY OEVICES, !NCLUOINC SHORING, ANO SHAU BE SOI.£! Y RESPONSIBLE FOR CONFORM/NC TO All LOCAL, STA Tc ANO fEOERAL SAfETY ANO HEAL TH STANOARD.s; LA~ ANO REGl.llA T!ONS. 15 !Hf CONTRACTOR SHALL CONFOf/11 TO LA80f/ CO/JE SEC/ION 51a5 BY S//81,//TTINC A DETAIL PLAN TO /Hf CITY ENCIN[Ef/ ANO/OR CONCERNEO AC£NCY SHOltlNC /HE DESIGN OF SHORING, BRACING SI.OPE Of/ OTHER PROVISIONS TO 8E MAO£ OF IIORK[f/ PRO/cCT!ON FROM TH£ HAZAf/0 OF CAVINC CRO/JNO OUR/NC /HE EXCAVATION OF SI/CH TRENCH OR TRENCHES OR OUR/NC THE PIP[ !NSTAlLA/ION /HEREIN. THIS PLAN WST 8E PREPAREO FOR All TRENCHES FIVE: FEET (5) OR MORE IN OEPTH ANO APPROVE:O BY THE CITY ENCIN££R ANO/OR CONCERNEO ACE/ICY PRIOR TO EXCA VAT/ON. IF TH£ PLAN VAR/fS FRO/I /HE SHOR/NC SISTDJ STANOAROS ESTABlJSH[O BY THE CONS TR/JC T!ON WfTY Of/OERS, Tl /lf 8 (:Al!FORNIA AOMINISTRA l/V[ CW[, THf PLAN SHAil 8E PREPAREO EIY A RE@SffRfO fNGINEffl AT /HE CONTRACTOR's EXPENSE, A COPY OF THE OSHA EXCAVATION PEf/1,//T WST BE SIJBMIT/cO TO TH£ !NSPEC TOR PRIOR TO EXCA VA TIO/I. 16. IF ANY ARCHAEOl,OCICAl RESQ//RCES ARE 0/SCOVE:REO WTHIN ANY IIOflK ZONE OUR/NC CONSTRUCTION, OPERA 1/0NS Hill ((ASE: IMMEO/A [El Y. ANO !Hf Ptf/1,//T/cf IIIU NOTIFY !Hf CITY ENG/Nff/1. OPERATIONS llfll NOT RESTART UNTIL !Hf PtRM!TffE HAS RECE!W Hf/11/cN AU/HOR/TY FROM THE CITY [NC/NEER TO 00 sa 11. All OPERATIONS CONOUC/cO ON TH£ Sl/c Of/ AOJACENT 1/fff/ETO, /NaUOINC WARMING UP, f/EPAl/1, ARRIVAL, DEPARTURE OR OP[f/A T!ON OF TRUCKS, fARTHMOVINC fQUIPl,/fNT, CONSTRUCTION EQUIPMENT ANO ANY 0/Hff/ ASSOC/A/cO Cf/AO/NC EQUIPMENT SHALL BE UM/TEO TO 111£ Pff//00 BETM:EN 1.·00 A.M. ANO SUNSET EACH OAY, MONOAY THROUGH FRIDAY ANO NO fAf/THMOVING OR GRAOING OPERATIONS SHAil BE CONOUC/cO ON ~[KENOS Of/ HOl.!OA Y'S. (A UST OF CITY HOI.IOA )SIS AVAILABLE AT /HE ENGINEER/NC DEPARTMENT COI/Nlcfl.) 18. All OFF-Slff HAUL RO//lfS SHALL BE SVBMIT/cO BY /HE CONTRACTOR TO TH[ CITY ENG!N[ffl FOR APPROVAL TIIO FVll IIORKING OA IS PRIOR TO BEGINNING OF H!?8K THE CONTRACTOH SHAll BE RESPONSIBLE FOR ANY OE8R!S 08 OAMAt:f QCWRR!Nfi ALONG TH£ HAUL 80/J/c Of/ AOJACENT Sl/lEETS AS A f/ESUl T OF /HE (l!IAOINC OP[RA T!otl, 19. NO BLAST/NC SHALL BE COMMfNCEO ltl/110//T A CITY ENG/N[[f/ APPROVE:O BLASTING PROCflA!,/ ANO BLAST/NC PERl,//f. 2a THE f)({S/ENC£ ANO LOCA/ION OF UTILITY STRUCTURES ANO FACll!T!fS SHOIW ON THE CONSTRUCTION PLANS ~RE 08TA!Nf0 BY A SEARCH OF /HE AVAILABLE RECORDS. AT/fNT!ON IS CAllEO TO !Hf POSS/8££ f)({STENCE rF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOIW Of/ IN A lOCA T!ON 0/FFlJ/ENT Fl/OIi THAT SHOIW ON /HE Pl.ANS. TH£ CONTRACTOR IS RfQIJ!f/EO TO TAKE OU[ PRECAUTIONARY MEASIJRES TO PRO/fCT /Hf UT!l/T![S SHOIW ON 111£ PLANS ANO ANY 0/Hffl [)({STING FAC!l/T!ES Of/ STRUCTURES NOT S/10/IN. 21. THE CONTRACTOR SHALL Vf:f/!FY THE LOCATION OF All EXISTING FACll//lES (A80VE:CRO/JNO ANO UNOEf/CRO/JNO) ltl/11/N TH£ PRO.ECT S/Tc SUFFICIEN!l Y AHEAO (F TH£ CONSTR/JC/ION TO P[f/1,//T THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOi/NO /HAT /HE ACTUAL LOCATIONS ARE IN CONFUCT ltl/11 /Hf PROPOSEO IIORK. 22. THE CONTRACTOR SHAU NOTIFY AFFfC/cO UTILITY COMPANIES (SEE BELOW) AT LEAST Tllfi FVll IIORK!NC OA IS PR/Of/ TO STARTING CONSTRUC/ION NEAR /Hf!R FAC!ll/lES ANO SHAll COOROINA/c /fORK Hf!H A COMPANY REPRESENTATIVE. UNOEf/CRO/JNO SEf/vlCE ALERT SOCM 5BC TIME WARNER CABLE COMMUN/CA T!ONS COX COMMUN/CA /IONS CITY OF CARLSBAD (STR££TS ANO STOf/11 Of/AIN) CITY OF CARLSBAD (SE~//, WA /cf/ & RECYCI.EO WA /cf/) 1-800-122-I/JJ 1-800-660-13./J 1-800-892-0123 (760} 438-7111 (160) 806-9809 (760) ./Jl-2980 (760) 438-2122 FOR CHESTNUT A VENUE STORM DRAIN BCC NOTE!! STREET NOTES I. ACTUAL STRUCTURAL SECTIONS ltlll BE OE/cRMINEO AFTER "/?" VAlU£ TcSTS HA VE: BEEN CONOUCTEO er A PROFESSIONAL ENCINEIR OF 111£ STA Tc OF CAUFORNIA, PR/NC/PALLY 00/NC BUSINESS IN TH[ fl[l.O OF APPUEO SOil MECHANIC5; ON 111£ PREPAREO 8ASEIIENT SOil. !Hf 71" VALUE TcSTS ANO !Hf ENC/NE[f/£0 STRUC/VRAL SECTION 1,/l/ST 8E SUBM!T/fO TO /HE ENG/N£fRINC /NSP£CTOR FOR REVIEW ANO APPROVAL A 1,//NIMU!,/ OF TIIO (2) CITY IIORKINC OA IS BEFOf/£ /HE IIORK Bf GINS. 2. STREET l!CHTS SHAll 8[ INSTALLED AS SHOIIN. ON /H£SE PLANS, UNOEflCf/OI/NO CONOIJIT RUNS, SERVICE POINTS ANO HANO-HOl.fS SHALL BE SHOIW ON THE '.4S-BU!l r PLANS. NO 0/RfCT BUIIIAL STRffT LICHT FOi/NOA TIONS ltlll BE AllO~O. All LUMINAR/[S SHALL BE ·cur OFF" !)1'£. 1 All UNOERCFIWNO UT!l/T!fS ANO LA /fRAlS SHALL BE !NSTAllfO PRIOR TO CONSTRUCTION OF CURBS, CROSS CUTTERS Of/ SIJRFACING OF STREETS. 4. STORM ORA!N P!Pt SHALL BE f/DNFORCEO CONCRETE PIPE Hf!H A MINIMUM 0-lOAO OF l,Jsa FOR PRIVATE STORM Of/AIN PIPES, UP TO 15• pi,c MAY 8[ UTll!ZfO PROV/0£0 DEPTH IS LESS THAN 15 FEIT ANO BACKF!llEO Hf!H 3/4" ROCK Pff/ SORSO S-1 ll1'E "c" ANO PIPE ME£TS AS/U STANOARO JOJ4 FOR SOR 35 SOI.JO WALL PIPE. 5. 111/Ef/E AN EXISTING P!Pt l/NE IS TO BE A8ANOO/lf0 IT SHALL BE REMOVED l',f1/f/N TM:NTY FEIT OF BU!lOINC OR Sl//EfT AREAS ANO REPI.ACEO l',f/11 PROPffll Y COMPACTED SOILS. IN OTHER AREAS /HE PIPE Will BE PLUCCEO WTH CONCRE/c Of/ RE/,/OVE:0 AS APPROVf:O 8Y THE CITY ENG!Nff/1. 6. 111/illCHA!R RAMPS SHAll BE !NSTAUEO Pff/ f/fQU!IIEMENTS OF T!/lE 24, CAl/FOf/NIA AOMIN!STRA T!Vf: COO£. 1. STRffT l/lEES SHALL 8£ INSTAllEO Pff/ SECTION IV O.J (F /HE CITY OF CAl/lS8AO lANOSCAPf MANUAL. 8. FIRE Hl'Vf/ANT MARKERS SI/All BE PLACEO IN /HE STREET Hf!H/N THE l!M!TS OF IIORK OF THIS Pi.AN Ptfl SOI/SO 01/fl M/9. 9. All SIJRVf:Y MONUMENTS ANO POINTS /HAT ARE O/S/VR8EO BY /HIS IIORK SHAil BE REfSTABl!SHEO, PfRPt/VA TcO, ANO OOCUMfN/cO PER THE PROFfs.SIONAl LANO S/Jf/Vf:YORS ACT. IQ Tllfi (2) SETS OF S/Jf/Vf:Y (CUI) SHEETS SHALL BE PROVIOEO TO /HE CITY fNC/NfERINC INSPfCT0/1. SIGNING ANO STRIPING NOTES I. /HE CONTRACTOR IS RESPONS!BLf FOR INSTALLATION OF All SIGNING ANO STRIPING. • 2. All SIGNING, STRIP/NC ANO PAVf!lfNT MARKINGS SHALL CONFOR/1 TO THE CAl!FOf/NIA MANUAL ON UNIFORM TRAfFIC CONTROi. OEVICES (RIWA 's MUTCO 2003 REVISION /, AS AMENOEO FOR USE IN CAl!FORNIA). Ill[ CAL T/rANS STANOARO SP[C/1/CA TIO/IS (2006 OR lA/cST VERSION IHEf/fOF), THESE PL.ANS AN/) !Hf SPECIAL PROVISIONS. J. All SIGNING ANO STRIPING IS SU8.ECT TO THE APPROVAL (F /HE CITY ENG!NEff/ OR HIS RfPRESfNTAT!Vf, PR/Of/ TO !NSTAllAT!OI/. I. ANY OEv/A TION FROM IHESE SIGN/NC ANO STRIPING Pi.ANS SHALL 8E APPROVf:0 BY /HE CITY ENG!NE[f/ Of/ HIS REPRESENTATIVE: PRIOR TO ANY CHANCE IN TH£ F!ElO. 5. All STRIPING SHALL Bf fl[FlECT!Vf: Ptfl CAL TRANS SPECIF/CA /IONS. 6_ STRIP/NC SHAil BE f/EPAINTEO Tllfi ~EKS AF/cR !NIT/Al PAINTING. All S/GNACE SHALL 8E f/fFlfCTIVf Ptfl CALTRANS SPEC/I/CATIONS ANO SHALL USE ENCAPS/JlA/cO LENS REFlfCT!Vf: SHffT!NC (HIG/1 !N/cNSITY OR EOIJAl). 1. PRIOR TO FINAL ACC£PTANC£ OF STREET IMPROVE:!IENTS, All STREET STRIPING ANO MARKINGS ltl/11/N A 500' PfR!ME/cfl OF /Hf CONSTRUCTION PRO.ECT llfll BE RESTOFIEO TO A "/.!KE NEW' CONO/T!ON, IN A MANNER M[ET!NC THE APPROVAL OF 111£ CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING ANO STOP LIMIT l/N[S SHALL BE APPROVEO er /II[ CITY ENGINEER Of/ HIS REPRESENTATIVE: PRIOR TO INSTALLATION. 9. CONTRACTOR SHAil RE/,/OVE: All CONfl/CT!NC PAIN TEO l!NfS, MARKINGS ANO PA Vf:!lfNT lECENOS BY Cf/!NO!NG OfBRIS SHAil 8E PROMP!l Y RD.IOVE:D BY /HE CONTRACTOR. ta All PA ITT/ENT l[CENOS SHALL 8[ TH[ LAffST Vf:f/S/ON OF THE CALTRANS S/fNCllS. II. LIMIT LINES ANO CROSSWALKS SHAll BE F/£10 lOCATEO. CROSSWALKS SHAll HAVE: /0' INS/OE 0/MfNS/ON UNLESS 0/Hff/l',fSE SPECIF/Ea 12. All CROSSWALKS, LIMIT LINES, STOP BARS, PA VE:MENT ARRO~ ANO PA VE:MENT LEC£NOS SHAll 8E /Hff/MOPLAST!C UNLESS 0/Hff/l',fSE SP£CIF!EO. 11 FIRE Hl'VRANT PA Vf:MENT MARKERS SHAll CONFORM TO /Hf CALIFORNIA MANUAL ON UN/FOR!,/ TRAmc CONTROi. DEVICES (RIWA 's MUTCO 200J REVISION ,. AS AMENOEO FOR USE IN CALIFORNIA) ANO SAN 0/fCO f/fGIONAl S TANOARO Of/A WINC 11-19. 14. All SIGNS SHAil BE STANDARD SIZE AS SHOIIN. IN /HE CALIFORNIA MANUAL ON UN/FOR/I TRAfFIC CONTROi. OEVICES (RIWA 's MUTCO 2003 REVISION /, AS AMfNDEO FOR USE IN CAl/FOf/NIA} UNLESS 0/Hffllt/Sf SPECIF!fO. 15. SIGN POSTS SHAll BE SOIJARE PtRFORAffD S/cEl TUBING ltl/11 BREAKAWAY BASE PER s.AN 0/ECO REGIONAL STANl)ARO ORAWINC 1,/-45. 16. WHEN A SIGN IS ATTACHED TO A POI.[, IT SHALL 8E MOI/NffO US/NC A STANOARO CITY OF CAfllSBAO MOUNTING BRACKET It/Ill STRAPS. 17. EXISTING SIGNS REMOVE:O BY TH[ CONTRACTOR SHAll BE OEl!VfREO BY /Hf CONTRACTOR TO /Hf CITY OF CAl/lS8AO PIJBLIC IIORKS YARD AT 405 OAK AVEN/JE. DECLARATION OF RESPONSIBLE CHANGE I HEREBY OfCLARE THAT I All THE ENC/NEER OF WORK FOR THIS PROJECT. THAT I /J4Vf EXE/IC/SEO RESPONSIBLE Cl/ARCE OVER THE DES!CN OF TH£ PROJECT AS OEF!NEO IN SECTION 5103 OF THE BUSINESS ANO PROFESSIONS COO[, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT S/ANOAROS. I UNOERS/ANO THAT THE CHECK OF PROJECT DRAWINGS ANO SP[C!FICATIONS BY !Hf CITY OF CARLSB40 ODES NOT RELIEVE ME, AS [1/C/NfER Of IIORK, OF MY Rl"SPONS/8/l/T!ES FOR PROJECT DESIGN. 01:MY CONSULTANTS, INC: 2110 lOK[R AVf:NUE WEST, SU/Tc 100 CARLSBAD, CALIFORNIA 92010 ;60~00{11£--_ OAT£.· -t-q -O'f ~~ EXP. 9/J0/09 ELECTRONIC OATA FILES ARE FOR REFERENCE ONl Y ANO ARE NOT TO 8£ USEO FOR HORIZONTAL Of/ VERTICAL S/Jf/Vf:Y CONTROi. 2710 lokor Avenue Suita 100 C1;1rl:ibod, Colifornio 92010 760-931 -7700 Fcx: 760-931-8660 CMI Engineering Plorining Proce:nsing Surveying SIGNING ANO STRIPING NOTES (CONT.) 18. All SIGNS SHOIW ON 1/f[SE PLANS SHAll Bf NEW SIGNS PROWOEO ANO !NSTAll,O er /HE CONTRACTOR EXCEPT THOSE SIGNS SP£CIFICAll Y SHOIIN. AS EXIST/NC TO BE f/ElOCA TcO Of/ TO RD.IAIN. 19. (IF NECESSAR'r} All MEO/AN NOSES ANO FLARES SHAU BE PAIN TEO YEl.lOW. 20. (IF NECfSSAfl'r} WHERE f/4-1 SIGN ANO OMI-J 08.ECT MARKER ARE TO Bf !NSTAllEO IN A 2-FOOT It/OE MfOIAN NOSE, /HE R4-1 SIGN SHAll BE 18?124" ANO !Hf OM/-J 08.ECT MARKER SHALL BE 12•x12• 21. (IF N[CESSAR'r} ·srOP· ANO "STOP AHEAD" SIGNS ANO PAVEMENT LEGEi/OS SHAll 8[ INSTAllEO/f/El,IOVf:O UNTIL TRAmc SIGNALS ARE OPERA T/0//Al OR UNTIL DIREC/cO BY THE CITY ENGINEER OR HIS REPRESENTATIVE. 22. (IF NfCESSAR'r} NEW "SIGNAL AHEAO" SIGNS ANO PA VE:MENT lfCENOS SHAll BE INSTAllEO UNTIL TRAmC SIGNALS ARE OPERA T!ONAL Of/ UNTIL DlflfC/cO BY !Hf CITY OF fNC/Nfff/ Of/ HIS RfPRfSENTA T!Vf. 2J. SEE Pf/EC/Sf Cf/AO/NC PLANS, !)/ff, 459-JA FOR STRIP/NC ltl/HIN SITE. DEVELOPER NAME.-CARLSBAD UNIF!EO SCHOOL 0/STRICT AOORfSS: 6225 El CAMINO REAL CAfllSBAO, CA. 92009 CONTACT.· DENNIS VINCENT CITY OF ENCINITAS i1 NOT TO /4 ">. SCALE ~~ VICINITY MAP I SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOIW ON THESE PLANS WAS CEl/fRA TcO BY F/£10 SIJRVE:Y MEIHWS FROM !NFORMA T!ON CA /HfREO ON OECfl,/BEf/ 17-19, 2008 BY OlJAY CONS/JlTANTS. TOPOGRAPHY SHOIIN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANOAROS. PROJECT LOCATION /Hf PRO.ECT IS LOCAIW ltl!H/N CHESTNUT AVENUE BETM:EN /Hf EX/cNSION OF JAMES DRIVE: ANO VALLEY STREET /HE CALIFORNIA COOf/D/NA Tc INOEX OF THIS PRO.ECT IS.- N 2004 E 62J/ NO SCALE REFERENCE DRAWINGS 0/ff, NO 213-1 JAMES OR/VE: UNOfRCf/OUNO EX/cNOEO STOR/1 Of/AIN. 0/ff, Na 128-1 !MPROVE:!IENT PLANS FOR CHESTNUT AVf:NUE 8ETHffN PIO PICO Of/. & MONRO[ STRffT. 0/ff, NO 104-5 CAfllS8AD H!G/1 SCHOOL SANITARY Sf~R & GRAO/NG PLANS. BASIS OF BEARINGS: 111£ BASIS OF BEARINGS FOR /HIS PLAN IS !Hf CCSBJ, ZONE 6, 1991.35 EPOCH GR/0 BEARING 8ET~EN FIRST ORDER POINTS CI.SB-120 & CI.S8-12J ?£fl RECORO OF S/Jf/Vf:Y Na 11211, 1.£. N0076'J4"£. QUO/cO BEARINGS Ff/OM RE:FfRfNCE MAPS/OEEOS MAY OR MAY NOT BE IN TcRMS OF SAID SISTD.I. WORK TO OE OONE TH[ IMPROVEMENT /fORK SI/Alt BE PERfOR/,fEO IN ACCORDANCE l',f1/f TH£ FOl.lOltll/C OOCIJMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS OlflfC/fO BY TH£ CITY ENGINEER. /. CARtS8AO MUNICIPAL COO£. 2. CITY OF CAfllS8AO ENC!NffR!NC STANOAROS J THIS SET OF Pl.ANS. I. THE STANOARD SP£CIFICA T!ONS FOR P//8£/C HQi'K CONSTRUCTION (Cf/EEN BOOK) 5. SOILS REPORT ANO RECOMMENOATIONS BY CEOTEK OA/cO MARCH 2J, 2009. 6. /HE SAN 0l[CO AREA REGIONAL STANOARO ORAltlNGS ANO AS MAY 8E 1,/00/F/[0 er THE CITY OF CAl/lS8AO STANOAROS. 1. STORM WA/cR POLLUTION PREVENTION Pl.AN (SIIPPP) PREPARED BY OlJAY CONSVLTANTS, INC. OA/cO 1/29/2009 ANO ANY IJPOATES IHERETa 8. /Hf CALIFORNIA STORM WA/cf/ QUALITY ASSOC/A/ION (CASOA), STOf/11 WA/cf/ BEST MANAGEMENT Pf/ACT/CE, CONSTRUCTION HANDBOOK ANO STA/c OF CALIFORNIA, OEPT. OF TRANSPORTATION. CONSTRUCTION Sl/c BEST MANAGEMENT PRACTICES (BMP} MANUAL. LEGENO DESCRIPTION DWG. NO, f/!CHT OF WAY .............•................... fX/STINC 4• SEWER IATERAl . EXIST. SfWER & ACCESSHO/.f. . . . . . . ' . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . EXIST WA/cR MAIN. . ' . . . . . . ' . . . . . . . . . ' . . . . . . . . . . EXISTING WATER IA/cf/Al . . . . . . . . . . . . . . . . . . . . . . . . . . TRENCH RESURFACING. . . . . . . . . . . . . . . CAl/lSB40 STO. OWG. CS-25 REMO!£ J6" STOR/1 DRAIN . . . . . . . . . . . SE[ SECTION ON_ SHT. _2 . SYMBOL -s---0 --5-0---- --w--- ---=---------@ === /8" RCP STORM Of/AIN (WATfRT!CHT JOINTS}. . . . . . . . . . . . . . . . . . . = == = QUANTITY 926 lF 23 lf 52 lF 36" RCP STORIIC Of/AIN (WATERTIGHT JOINTS),,/-;·;;~--·c..;·c.:·c._;·:..;·:..;·:..:·:..;·:.._:·:_:·:...:·:...:·~~~25lg;1 ~__;;~-~~J i 3~ 10 " PV SOR35 CONCRETE ENCASED 42" IICi• STOR/1 DRAIN {WATfiRfKJilf .rJ.l\'fS) , . . . . . . . . . . . . . . . . . ~ 855 lf 11.ZF~ TYPE '8' CURB INLET . . . . . . . . . . . . . . . .SORSO 0-2". ..... . CUf/8 INLET Fil 1ER B4SKET & STENCVNG . . . . . . . . . . . . . . . . . . . TYPE '8-5' STORM ORAIN C/£ANOIJT (X:4' & Y:5}. . . . 0-10. 19':c= 19':c= @] TYPE '8-5' STORM Of/AIN Cl[AN(){jf . . . . . . . . . . . . 0-10, 0-11 . @] w/ lOCK/1/C l/0 (X:4' & Y~5J TYPE '8-6' STORM Of/AIN Cl[AN(){jf MOO. (X:5' J: r:6J . 0-10 . . . . . . @] SAWCUT AC/PCC . 1• PCC S!OEWALK 6" CUf/8 J: CUT/cf/ . REMO!£ EXIST. 6" CUf/8 & CUT/cf/ . - . S[E SEC/ION ON SHT 2 SORSO G-1 THRU C-1111. SOI/SO C-2 ...... . Rf/,/OVE: EXIST 4 • PCC SIOEWAL.K . . . . . . . . . . . . . . . . . REMO!£ EXIST. AC PAVf!lfNT . . . . . . . . . . . • . . . . . . . . . . . . . . Rf/,/OVf:/ REPLACE 8/K[ IANf STRIPING. . . . . . . . . . . , . • . , . . . , . EXIST. CAS l/Nf. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIST [lfCTR/C LINE . . . . . . . . • . • . . . . . ; • . . . . . . . . . . . . EXIST TclEPHONE UN[. . . . . . . . . . . . . . • . . . • • . . . . . . . . . EXIST JOINT l/lENCH. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIST. STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . EXISTING CURB INLET FllffR BASKET & 5/cl/Cll/NC ............... . ' 0/JANT!T![S SHOWN S!-14/.l BE Vf:RIFIEO BY CONTRACTOR TO HIS SATISFACTION .. .... ---c--- ---[--- ---T--- ---JT---==so== C':= QUANTITIES SHOWN HEREON AR[ FOR BONO/NC Pl/I/POSES ONLY. AC/U41. 0/JANT!nES .u4Y l/4RY. "AS MOO!FIEO 8Y THE CITY OF CARlS8AO fNG!NEfR/1/C SIAN/W10S 2 £AUi 2 £Alf# 5 &I I &I I &I 2,000 lF 355 SF 49lF 110 lF J5j SF 6,019 SF 1500 lF 2 £A#U "'PROV/OE SUNTI/Ef TcCHNOI.OCIES STORM ORA!N CURB !MfT B4SKET FOR !Hf TWO PROP05.f0 CURB !METS, ANO !Hf TIIO fXISTINC CUf/8 INLETS ON CHESTNUT AVfNIJE. CONTACT 8/0-aEAN fNVIRONMENTAL AT (160) IJJ-1610 FOR AOO/TIONAl SPfC!FICATIONS. S/cNCIL~"' nn <f! r'YI NF_ f_ "'f}_ NFW r,,;,, ;.,,. TO "" SAT/.<rAC=" nc n,r ,..,rr_ Ff"'INF[R •7NSTALL GALVAN!l[O STORM DRAIN SCR[UIS. CONTAC"r} LG (.'::,DUIS LA CROIX AT (951} 2 77·3300 FOR AOO!T!ONAL SPECIFICATIONS. ~ PERCEIVED THREAT TO WATER OVAL/TY: TIER 2, 1,1£0/VI,/ REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION CVR8 /Nl£Tu# ORA!N INSERT fll/cR MP-52 OWNERSHIP MAINTENANCE MECHANISM CITY CITY "AS RE~EWED BY: SHEET NO. SHTSJ&I BUil T" MAINTENANCE FREOUENC'f ANNUALLY 11-l'v-O~ DA TE 'STA!\Cwl=..J.,.,.,__.,._,,,.__ __ IN;fo,ECTOR .LZ. f;?/_o_ L DATE l----,f---+-----------l---1--+------1---ll s H1EET I CITY OF CARLSBAD I sH1EE1rs I ~~~,;::~~EN:;G=_:IN:;E~E:::R:::IN:::G::::::DE::P:::A:::RT:::M:::E::N:::T==~::::::::::'::~ i----+---t--------------+--'--+---+--+---1 /AfPNOVCl,fCNT Pf.ANS FON: DES IGNED BY: N.f. DRAWN BY: M.P. PROJECT MGR.· M.C. ENGINEER OF WORK: DATE: DECEMBER 2008 SCALE: >S SHOWN JOB NO.: 08-124!1 "W~-DATE: L.q.O'\ RCE: 46935 MAAGARtr N Cl,RROll BENCHMARK: DESCRIPTION: 2.5" 0/SC IN WEST CURB OF VALLEY STREET MKlJ l.S. 6215 ClSB-120 LOCATION: WEST CURB OF VALLEY STREET 85 FT. SOUTH OF MAGNOl.14 AVf. IN FRONT OF VALLEY JR. HIGH RECORD FROM: RECORO OF SIJRVE:Y 11211 ELEVATION: 116.554 DATUM: NIW29 9123/03 MC 1·' A5 · BUil T DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION C: \CivR 30 Projects\081248\0848i01.dwg Apr 08, 2uu9 2: 25?m Xrefs: 08481 DATE INITIAL DATE INITlAL OTHER APPROVAL crrr APPROVAL CHESTNUT AVENUE STOHJI ORAIN DCC TITLE SHEET APPROVED: OAV't;,AJ~{/R 4/,1/of DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/10 DATE OWN BY: I PROJECT NO. I DRAWING NO. 2~8 ~~: '!ff=. . PO 08-06 . 462-8 i I I ' ' . ' I i I .i 051809 .-. . I f . ~ i a ' ~ i i:: ij : ., do ' ., ;•, NOlf II o· 15• 60' 30 120· SCALE: 1 • = 60' NATIVE COMPACTEO 95% UNLESS OTHERWISE SPECIFIEO BY SOILS -- ENGINEER 3/4" ii CRUSHEO ROCK UNLESS OTHERWISE SPECIFIEO BY SOILS ENGINEER 36. RCP STORM ORAIN ELECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR 1£RT1CAL SURl£Y CONTROi. I APN APN 205-130-04 I 205-130-80 I ---------l APN 205-130-05 I I ,---7 -------~Affl I I 205-130 I -79 I I I I APN 205-130-06 I APN I 205-130-81 I I I I I I I I s ""'1-.. , w s s APN 205-140-25 SEARCHEO ANO NOTHING FOUNO a INTERSECT/ON ESTABLISHEO BY RECORO 0/STANCE PER ROS 20305 ----- ------ __ CHE.Sl}/JJL _ +1-1--l __ AVENUE __ JJ_I CARlSBAO HIGH SCHOOL f I ' 1~ ' I~ APN 205-220-41 -- --~---W--T------- s I =--1-~ I • 11 , --==----.+. ti ~ N61'53'10"E I ~ ' I . HI ~ I ~ si. ~ L_i_J_I JlJll ____ ~---+--~----+----t---1-t---t-----r½i"I7i'~--~prt;t-~:........::::~~~~" ,;!, ~ <:. ')' FD 3/4" IP f . ~ ~ I i i ~ I 111 I MK'o LS 2940 /'1 ~ ~ ~ .. ~~~ ~ s s 1212.11· 0.21' FO LEAO &-TACK SWINGTIES MK'o RCE 27214 PER COR. RECORO 15028 TO ESTABLISH a INTERSECT/ON i~ i~ ~ I ~ ; ~ I 11 I I APN <l,' 205-230-01 I ~ I "< I "< I I I 111 I 205-220-26 I I I I .,....___ _______ ---- _ J_ _ -~---J_I_ -_J _ --_j : ::: i-f;;_-220--49 ---G ! I S!}~~:%2 : ,.....,(.~""' ' I ' I I APN 205-220-61 I 1I I I i I I ~CC:J:o As POINT I I I I Ill f-,-------, -------l I ' I I L ------_J 111 I ! 'fo~-230-35 I I APN 205-220-74 111 I I I APN 205-220-50 APN 205-230-06 U1 I 12· 6" MIN. BEOO/NG TYPICAL SECTION -EXISTING CHESTNUT AVENUE NO SCALE NOTES FOR TYPICAL SECTION -EXIST/NC CHESTNUT AVENUE: /. TRENCH RESURFACING PER CITY OF CARlSBAO STANOARO OWC. CS-25. 2. GR/NO ANO AC 01,f"RlAY PER CITY OF CARLSBAO STO. owe. GS-25. J. CONTRACTOR TO PROV/OE TRENCH SHORING AS NECESSARY. 4. REMOl,f" EXISTING PAVEMENT. REPLACE PAl,f"MENT &-BASE PER CITY OF CARlSBAO STO OWC. CS-25 OR AS RECOMMENOEO BY THE SOILS ENGINEER. ACTVAL STRUCTURAL SECTION TO BE EVALIJATEO BY THE R-VALUE TEST. WIOTH OF TRENCH AT FINISH SURFACE Will OEPENO ON CONSTRUCTION MElHOO. 5. CONTRACTOR SHALL REPLACE ANY EXISTING IMPROVEMENTS OAMAGEO BY CONSTRUCTION. ESS/a l\EIS W-1( DESIGNED BY: N.f. DATE: DECEMBER 2008 "AS-BUILT " C'_,. '1 ~ "' o--,..-:z: {O ,-,,, 'tit NO. 46935 SJ * EXP. 09/30/09 * "'qll c,v11. fl.-~,,_ <' OF CAl\~Cl 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931 -7700 Fax: 760-931-8680 DRAWN BY: M.P. SCALE: IS SHOWN PROJECT MGR.· M.C. JOB NO.: 08-1248 f-------------------1 P.E. I\~ ?? EXP. "-{'>c(t l Civil Engineering ENGINEER OF WORK: Planning 0---REVIEWED BY: P5rocessing .----DATE ~ a ,..Q _.----: ,., ••A urveying : '1-1--r 2./--J,', 1 A."c~!(l,..-~,r,.,-,;,,,,,,__ __ ~ N. CARROLL RCE: 46935 IN PECTOR tl' lt,,,Lj DATE , z./2/o "1-- DATE INOEX MAP SC4L£: I• = 60' BENCHMARK: DESCRIPTION: 2.5" DISC IN WEST CURB OF VALLEY STREET MK'o l. S. 6215 CLSB-120 LOCATION: WEST CURB OF VALLEY STREET 85 FT. SOUTH OF MAGNOLIA A l'f. IN fRONT OF VALLEY JR. HIGH RECORD FROM: RECORO OF SURl,f"Y 11271 ELEVATION: 116.554 DATUM: NVG029 INDEX OF SHEETS SHEET NO. OESCRIPTION I Tl nE SHEET 2 TYPICAL SECTIONS ANO OETAILS 3-4 STORM ORAIN PLANS 5-11 TRAmc CONTROL PLANS ~ CITY OF CARLSBAD I SH1EE1T.S I 1-----+--t------------------t----i-------t---t---1 ~ ENGINEERING DEPARTMENT l-----+--t------------------t----i-------t---t---1 l--------c--+--t----------------1---t----t----t---l fl,/PROV£N£NT Pl4NS FOH: 9 2'3 09 /\IC 1 AS-BIJ/l T DATE INITIAL ENG1NEER OF WORK REVISION DESCRIPTION C: Civil 30 Projects 081248 0848102.dwg Apr 08, 2009 2:17pm Xrefs: 0848i; 08487utl; 0B48MAP; 0848utl; 0848tp DATE INITIAL OTHER APPROVAL DATE INITIAL CllY APPROVAL CHESTNUT AVENUE STOHU OHAIN DCC TYPICAL SECTIONS .t INOEX AIAP APPROVED: DAVID A Hft.JJ. · ' ,._J, _ V-<,./: w/o, DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/10 DAW- OWN BY: I PROJECT NO. I DRAWING NO. ~:g ~~:~ PO 08-06 . 462-8 : ' i ['-i ,, i i L : ' I ' - r fos1ao9 I I ' o· EXIST. J6" RCP SD ~ I I PER owe. 211-1 11 EXIST. 6" PfV SEWER I 5' ' 20' 10 40' SCALE: 1" = 20' 23+!Jf9 0 ~83' RT. INSTALL T'!PE '/J 6' C: Q MOD. X=6' ct r 6' CONNECT EXIST. J6" SO. · AND NEW 36pr,( Su - (MOO. Z • 8' I CONNE:CT 3-/0"PVC SOR 35 SD. NOTE II PER owe. 218-3 I APN 205-130-08 OM/ER: MARK KULA EXIST: 36" RCP STORM DRAIN PER OWG. 213-7 -5TO REMAIN w. r a EXIST. 8" 'ER OWG. APN 205-220-14 PAR J PM !!39! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ll 11 ti APN 205-130-14 I OM/ER: SARKISIAN FAMILY TRUST PAR f I • • ~-CONCRETE Y1/ .,,--., . ENCASEMENT PER SP-03 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760 931 8680 • ' Civil Engineering Planning Processing Surveying APN 205-130-75 MIER: THE ESTA TE OF PA TRICK£ PHERRIEN fl" APN 205-130-16 OM/ER: TIM WANG PAR2 !6187 /O"PYC SOR35 5.0.(TVP) ENGINEER OF WORK: /'fl{ C--- MARGAjlE V N. CARROLL DATE: 4-fo1 RCE: 41>935 TRENCH RE-SURFACING PER Cl TY OF CARLSBAD STD. GS-25 4531.F± SEE SECTION ON SHT. 2 FOR SA/IC/JT, CR/NO ANO 0/lfRlA Y LIM/ TS APN 205-130-11 OM/ER: ROLAND PAR 3 APN 205-130-2! OM/ER: DAKOTA M:ST PROPER TIES, LL C <-RESTRIPE 860 LF± OF 6" WHITE BIKE LANE PER EXIST. WATER SERVICE (TYP.)-------._ (w) (s) CAL TRANS OE TAIL 39 PLAN REV:EWED BY: <:'.J,•A<'..uAJ APN 205-220-06 STORM ORAIN DCC SCALE· f" = 20' DATE 12/z/oL DATE BENCHMARK: DESCRIPTION: 2.5" DISC IN WEST CURB OF VALLEY STREET MK'o LS 6215 CLSB-!20 LOCATION: WEST CURB OF VALLEY STREET 85 FT. SOUTH OF MAGNOLIA A J,f. IN FRONT DF VALLEY JR. HIGH RECORD FROM: RECORD OF SVR/lfY !727! ELEVATION: !16.554 DATUM: NVC029 APN 205-130-22 OWNER.· BUCKLEY EXIST. SEWER (w) ~ SERVICE (TYP.) 9/23/09 MC 11\ AS-BUILT DATE INITIAL APN 205-130-92 OM/ER.· OAKDTA M:ST PROPERTIES, LLC EXIST. GAS (w) (§)'iERWCE (TYP.)'--.. R£OV!R£O TR£AT/.1£NT CONTROL BAIP TABLE DESCRIPTION CL/RB INLET FILTER SEE NOTE J DATE QUANTITY 2 EA. INITIAL DATE f 2 J CENTERLINE DATA (No) DELTA/BfARING RADIUS LENGTH f N 6!'5J'!O' E 86189' STORM DRAIN I 0ATA DELTA/BfARING N !7'00'47" W N !9'2!'o2' E . RADIUS LENGTH ,, ~ r l.19.§6' ' tMRKS / 12• flfP ,'J5fJ a • -"\. Ii.JO~• ITU' ,..., f.xx;-1., c" -,; . 1.13' 36" RCP ~ !350-0 • 'J 4 N l:i3l0" E LXJ.16 IJJOO' 36" RCP ~ !350 0 • 5 N 61 '53'!0" E • . ; /NST.!ll WA/l/1 7/r;Hr JOINTS ~J-/0 "PVC SOR 35 5 oJ 1 ;; STA 2J+IJ.19 TO SIA 2312569, CONTRACTOR INSTAl/EO 2~9'LE.' . 1 (NO Bfl'fl). 2-8' {ENGTIIS (8€1/E/£{) 17{ 80 Tl{ Sl(l[s}, IT 4' l[N,;/71 [1,/0 Nt,!4{ & 2-4' IENG[f(S (8EVElEP ON BOT/f SINS). CWTRACTOR tNSl4lfED SONO 71/f,E TYP€ LU~ ON SOUTH 5/0E OF PIPE AT CONNECT/CH TO ll{ANO(/f AT :J_TA 23fl3.l:J. POTHOLE DATA PH# UTIU1Y ELEVATION COVER FT.' I 8" WATER 154.05 TP '1.0 POTHOLE PERFORMED ON MARCH ff-!J, 2009 NOTES: !. SEE SHEET I FOR SIGNING ANO STRIPING NOTES. 2. SEE SHEET 5-ff FOR TRAFFIC CONTROl PLANS. J. PROVIDE SUNTREE TECHNOlOGIES STORM DRAIN CURB INLET BASKET. CONTACT BIO-CLEAN ENVIRONMENTAL AT (160) 433-7640 FOR AOOITIONAL SPECIF/CA T/ONS. 4. CONTRACTOR SHALL REPLACE ANY EXISf!NG IMPROVEMENTS fl4!,JAGEO BY CONSTRUCTION. I\ 5. RE-STRIPE THERMOPLASTIC PAVEMENT LEGEND P'ER CAI.TRANS STANDARD -, ···-IF ""'MEO BY CONSTRf.lrTYJN - LU,:,. /11/SfAlL G-AlVAIV_IZ_fO lC STORM ORAIN SCRt::EN. CONTACJ) 'I. lQVIS lA CROf)( FOR AOOITION/JL SPECIFICATION<; INITIAL SHEET 3 CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH11TS I ll,IPHOVO,l[NT Pl.ANS FOR: APPROVED: CHESTNUT AVENUE STORM DRAIN DCC DEPUTY CITY ENGINEER PE 33081 EXP. 4/J?lo, 6/30/10 DA~ DWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL CHKD BY:. '$/!d__ RVWD BY:~ PO 08-06 462-8 C: \Civil 30 Projects\081248\084Bi03.dwg Apr 08, 2009 2:30pm Xrefs: 0?48i; 08487utl; 0848MAP; 0848tp: 0848utl: 0848PRF r I It I l i • I ''. •I' \' I I l I I 1· .. IH ~ I 051809 o· 5• w APN 205-130-91 OWIVER: MULLIGAN 28 EXIST. 4" vt:'P SEWER lA TERAl PER DIIG. 128-1 T'rP.) APN 205-130-24 OWIVER: LEWIS EXIST. WATER SERWCE (T'rP.) EXIST. GAS SERWCE (T'rP.) s s s APN 205-220-08 APN 205-220-09 POR., 7RAC7 244 APN 205-130-25 OWIVER: SCHMIDT TRENCH RE-SURFACING PER Cl!Y OF CARLSBAD STD. OWG. GS-25 418 lF± SEE SECTION ON SHEET 2 FOR S4WCUT & GRIND & OVERLAY LIMITS II' s / EX!S T. SIDEWALK ' EXIST. OVERHEAD LINES EXIST. 6" C.I. WATERLINE ABANDONED R/W APN 205-/30-21 OW/VER: OOlKAS RESTR/PE 584 lF± 6" WHITE BIKE IANE PER CAURANS DETAIL 39 II' s .... EX!SCSIDEWA!j(- " -~ .~ AVENIJt. R/W WARNING!/ 2 s EXIST. a• TAC WATERLINE APN 205-130-JO OWIVER· SAlE:;,S-.,_....!:!-,,-J •76.G4 .29' 30fNcAf. g 19.3& lT. BC SO _. tXIST. 6' CURB & GUTTER, EXISTlNG HIGH PRESSURE GAS LINES CONTRACTOR TO VERIFY THE EXACT lOCA TION OF EXISTING lllll/llES IN THE Rao PRIOR TO CONSTRIJCTlON! PROTECT EXISTING l/TlUTIES! _,___......., __ I j ·JLJin "' < tlti APN 205-220-10 EXIST. AC BERM 20' 10 40' SCALE: 1 • = 20' PDR., r11Acr 246 7HU.M LANDS .MAP 1!JB1 NOTE II ELECTRONIC DATA RlES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROi. 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92010 760-931 -7700 Fox: 760-931-8680 APN 205-220-26 PLAN -STORM ONAIN DCC R£Q(IIREO TREATAIENT CONTROL BAIP TABLE Civil Engineering Planning Processing Surveying SCALE: 1• = 20' OESCR!P 110N CURB INLET Fil TER SE£ NOTE J 0/JANTITY 2EA. "AS-BUILT DESIGNED BY: N.f. DATE: DECEMBER 2008 " DRAWN BY: _ _,M,,,.P~. ~-SCALE: 1" = 20' L---i'_)J\ PROJECT MGR._· _M,,,,_.C,,,___ JOB NO.: 08-1248 /) f------------1 P.E.~fo~)'J ENGINEER OF WORK: Ur--DATE: 4 ·1 •01 REVIEWED BY: . CARROLL RCE: 46935 \l • I l.,•!>"J DATE 1-z./z/oi DATE R/W BENCHMARK: DESCRIPTION: 25' DISC IN WEST CURB OF VALLEY STREET MK'o l.S. 6215 ClSB-120 LOCATION: WEST CURB OF VALLEY STREU 85 FT. SOUTH OF MAGNOLIA A J,f; IN FRONT OF VALLEY JR HIGH RECORD FROM: REC.ORO OF SURVEY 11211 ELEVATION: 116.554 DATUM: NVG/J29 APN 205-140-25 OW/VER· CARLSBAD UNIFIED SCHOO/. DISTRICT CARLSBAD HIGH SCHOO/. CENTERLINE DATA NO DELTA BEARING RADIUS LENGTH l. 8 POTHOLE DATA PH# UTIUlY ELE.VATION COVER (FT.) 2 4• SEHER 168.11 IP -UJ 3 14• WA/lli' 115. 10 IP f.~ 4 TElEPHONE 116.40 lP I.I 5 GAS 111.61 IP .J. 5 6 16" WA/lli' 118.89 IP 24 IA 6" SEHER llQ/3 IP 7.0 78 6,IS 116.13 lP 1.0 8 8' WATER 116.88 IP 4.4 POTHO/.E PERFORMED ON MARCH 11-13, 2009 STORM DRAIN DATA -,1. lj' . • • --s. 2/' . 8 RCP ~ 1350-01 --2 .77'~1 • • --11. '2 J6 RCP ~ I 350-01 PR/VA TE. • INST.4ll WA TERTlCHT .,1()/NTS " FOR 5QOO FOOT RADIUS, INSWL -1. 0 FOOT PIPE LENGTHS BEYllIO ON ONE ENO REMOVE 48 LF± EXIST. 6' CURB & CUTTER MATCH EXISTING. INST.4ll NEW CURB W/ TRANS. FROM 6' TO 10' C.F. NOTES: /. SEE SHEET I FOR SIGNING ANO STRIP/NC NOTES. 2. SEE SHEET 5-fl FOR TRAFFIC CONTROL PLANS. J. PROWDE SUNTREE TECHNOlOC/ES STORM DRAIN Cl/RB !NI.ET BASKET. CONT.4CT BIO-a£4N ENVIRONMENT.4l AT (160) 433-1640 FOR ADDITIONAL SPECIFICATIONS. 4. CONTRACTOR SHALL REPLACE ANY EXIST/NC IMPROVEMENTS DAMAGED BY CONSTRUCTION. 5. REPLACE PAVEMENT lECENO ,t CROSSWALK STRIPING DAMAGED REMO'IE AND REPLACE j-~~..;.__.;;;~~~-160± SF OF EXIST. SIDEWALK TO NEAREST JOINTS. MATCH EXISTING. CONST! TION. G. INSfAl.1. G4L l:4NIZEO STEEL {C STORM 0/?4/N SC.REEN. CON/ACT LOI/IS lA CROIX FOR A£)[JTfJNAL 5PEC/r!CA170/YS. l----+----+---~----------+~--lf----1--+------l w CITE!GINi? NG q~~N~AD 923 09 MC DATE l~ITIAL EN$1NEER OF WORK ' As ·BUILT REVISION DESCRIPTION C: Cvil JD Projects 081248 0848i04.dwg Apr 08, 2009 2:33pm Xrefst 0848i; 08487utl; OB4BMAP: 084Btp; 0848utl; 0848PRF DATE INITJAL OTHER APPROVAL DATE IN!TiAL CITY APPROVAL IAIPROVDIENT PLANS FOR: CHESTNUT AVENUE STORM ONAIN DCC STORA/ DRAIN APPROVED: DAVID A'/)HAYSW ' /.. ~ 1~ Jtf?IOL DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/10 DATE OWN BY: PROJECT NO. I DRAWING NO. ~~g ~~: ~ PO 08-06 . 462-8 J __ ~----'--- ' ' : i ' i \QS'\e~9 ' ' I ' 1_ I • 1· ' j . ' 1 ' ' ' ' TYPICAL CLOSING OF HALF ROADWAY R 0--W IJtf G20-2 SIDEWALK W4-2(LT) W20-5(LT) W20-1 SIMI fWt ... ... W20-1 .... • • • TAPER L (SEE TABLE 1) BUFFER • • • • • • • • ... PARKING/BIKE LANE TAP[R L (SEE TABLE 1) .... 12' MIN. CLEAR • • • • • • • • • 12° MIN. CLEAR C30(CA) .1 * . . ~ • • • • Wl-3 OR • L3 L3 L3 ADVANCE WARNING SIGNS (SEE TABLE 3) +-.... • • • ... ... Wl-4 AND W3-1 PARKIIIG KE LANE G20-2 ~DEWALI< • R9-11a AND W3-1 R9-9 R9-11a -~ • * p y «< * ICMSI © TEMPORARY "NO PARKING/TOW AWAY" ZONE NOT TD SCAI [ © IF OUTSIDE LANE IS A PARKING LANE lHEN TEMPORARY "NO PARKING/TOW AWAY' SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. TYPICAL LANE AND SHOULDER CLOSURE SIRiii w..i: R-0:-W IJNE Q) TEMPORARY "NO PARKING/TOW AWAY' ZONE G20-2 ' W21 5 W20 1 ~DEWALK 1 ·-~~~½ • • I PARKING/BIKE LANE . • • ' CURB 12' MIN. TAPER J, L, LJ L J .... CLEAR (SEE TABLE l) ADVANCE WARNING SIGNS (SEE TABLE 3) .... .... Slkl£11Wl .... TAPER L1 ... (SEE TABLE 1) ADVANCE WARNING SIGNS (SEE TABLE~ ~3-+--BUFFER ... L L L ttl! .. • . :,. . • • • L1 • • • • ... • • • • • • NOT TO SCA!£ F SIDEWALK -I -R-0-W LINE - © TEMPORARY "NO PARKING/TOW AWAY' ZONE © IF OUTSIDE LANE IS A PARKING LANE lHEN TI:MPORARY "NO PARKING/TOW AWAY' SIGNS ARE TO BE POSTI:D PER TRAFFIC CONTROL NOTE 4. TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL G20-2 .... Sild-11 NW: BUFFER L MAX. 12' MIN. CLEAR C9A(CA) W20-4 W20-1 • • • • • • • .... J ~ ~ ADVANCE WARNING SIGNS {SEE TABLE 3) ... ADVANCE WARNING SIGNS (SEE TABLE 3) t-----'L'-"---t.-----'L'--"---.i------"-'L '---J , • • • • • • • • • • • • • • • • • • • W20-1 W20-4 C9A(CA) ~OT IQ SCALE LEGEND DIRECTION OF TRAVEL SIGN TRAFFIC CONE/DELINEA TOR TYPE ·111 BARRICADE FLAGGER FLAG TREE FLASHING ARROW SIGN PORTABLE FLASHING BEACON {SEE SIGNAGE NOTE #3) K-RAIL CHANGEABLE MESSAGE SIGN • N I") • • r C30(CA) TEMPORARY "NO PARKING"/TOW AWAY' ZONE (TYP) n\ E r-11• DETAIL 24" 6" 7" 2" 3" 3" 2" 7" ::',R I ct. ~ = I 0 .- = 1"R~ I") K-RAIL {CONCRETE BARRIER TYPE 50) • • • • G20-2 TYPICAL SIDEWALK CLOSURE R9-9 EI ~~ t -I R9-9 S~ALK -I~ R-0-W LINE R9-11; NOT TO SCALE CONSTRUCTION CONTRACTOR AGREES TliAT IN ACCORDANCE l'ilTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING TliE COURSE ~ CONSTRUCTION ~ TliE PRo..ECT, INCLUDING SAFETY ~ ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTliER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROW ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITli PERFORMANCE ~ WORK ON TlilS PRO.ECT, EXCEPTING LIABILITY ARISING FROM Tl-JE SOLE NEGLIGENCE ~ DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 1HE ENGINEER PREP AIRING TliESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ~ THESE Pl.ANS. ALL CHANGES TO TliE PLANS MUST BE IN \\RITING AND MUST BE APPROVED BY TliE PREPARER ~ lHESE PLANS. DRAWING FILE NAME: 000109-TC-01 C U.S.A. I. 000109 4-6-09 RT. MV PLOT DATE: 4-8-09 TRAFFIC CONTROL NOTES 1. Y«lRK HOURS lO BE RESlRICTED TO 8: 30 a.m. TO 2: 00 p.m. \ffN SCHOOL IS IN SESSION AND 8: 00 a.m. lO 4: 00 p.m. \lt-lEN SCHOOL IS NOT IN SESSION. 2. PEDESTRIAN CONlROlS 'Mll BE PROVIDED AS SHOWN. J. PEDESlRIANS SHAU. BE PROTECTED FROM ENlERIHG lHE EXCAVATION BY PH~CAL BARRIERS DESIGNED, INSTAlll]), AND MAINTAINED TO 1HE SAllSf'ACTION rE TI£ CITY ENGINEER. 4. lEMPORARY "NO PARKING/TOW AWA'(' SIGNS STATING 1HE DAlE AND TIME rE PROHIBITION \Ill. BE POS'IED 72 HOURS PRIOR TO ClWENCING ~ CAll CARI.SIIAD POLICE DISPATCH AT 931-2197 TO VAUDAlE POSTING. 5. ACCESS WIU BE MAINTAINED lO All ORMWAYS UNLESS OHR ARRANGEMENTS ARE MADE. 6. 1RENCHES MUST BE BACKFlllED OR PI.ATED DURING NON-IIOOKING HOURS UNLESS K-RM. BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY 'MiEN SPECIFlCAll Y SHO\IM ON 1HE APPROVED lRAFF1C CONlROL Pl.AN. Pl.A lES SHAU. HAVE Cl.EATS AND COLD MIX AT 1HE EDGES AS APPRO',{f) BY CITY INSPECTOR. 7. SlRIPING \\Ill BE REPLACED BY lHE CONlRACTOR \lllHIN 24 HOURS, IF REMOVED OR DAMAGED. & WJRK lHAT DISTURBS NORMAL lRAFF1C SIGNAL OPERATIONS SHAU. BE COORDINATED Willi THE CITY rE CARI.SIIAD. CONTACT STREET DIVISION AT (760) 434-2937 72 HOURS PRIOR lO COMMENCING WORK. 9. lRAFRC SIGNALS SHAll REMAIN AJllY ACllJATED AT All TIMES, UNLESS OTHER\IISE APPROVED BY lHE CITY ENGINEER OR HIS REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DElECTORS ARE RENDERED INOPERATIVE BY 1HE PROPOSED v«lRK, VIDEO DETECTION SHAU. BE USED lO PROVIDE ACl\JA TION. 10. FLAGGERS SHAU. BE EQUIPPED WllH A 'MillE HARD HAT, AN ORANGE \£ST, ANO A "STrJ'/51..0'tl' PADDLE ON A 5 FOOT STAFF. 11. All lRAFF1C CONlRQ. DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER IIEEK, BY TI£ CONlRACTOR. 12. All lRAFF1C CONlR~ SHAU. BE IN ACCORDANCE l\1Tlf 1HE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM lRAFFIC CONlR~ DEVICES (MUTCD) 2003 EDITION AS AMEIUD BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 13. TRAFFIC CONlRQ. PLAN SUBUITT AI.S ARE REQUIRED FOR EACH PHASE rE THE WJRK IN THE DETAI, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET. 14. All lRAFRC CONlR~ DEVICES SHAil. BE REM0\£1l FROM VIEW OR COVERED IW-IEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS 1HE AUTHORITY TO INITIA lE FIELD CHANGES lO INSURE PUBLIC SAFETY. 18. All \\ORK AFFECTING BUS STOPS SHAU. BE COORDINATED \lllH NORlH COUNTY lRANSIT DISlRICT. CONlRACTOR SHAU. CAll NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE rE STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHAU. BE USED IN ADVANCE rE TRAFFIC CONlRQ. ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERl\1SE APPROVED. lHESE SIGNS SHAU. BE SHOv.N ON THE lRAFFIC CONlR~ PLAN. 1& CONlRACTOR SHAU. NOTIFY NORlH COUNTY lRANSIT (967-2828) AT LEAST lHREE (3) IIOOKING DAYS PRIOR lO ANY CONSlRUCTION OR 1RAFFIC AFFECTING BUS STOPS. 36"X36" 30"X30" C9A(CA) C30(CA) 36"X45" 36"X24" 30"X30" C30A(CA) 42"X18" END ROAD WORK G20-2 SIGNAGE NOTES 1. AT LEAST ON PERSON SHAU. BE ASSIGNED lO Alll TIME MAINTENANCE CF lRAFFIC CONlR~ DE\'ICES ON AU. NIGHT LANE <l.OSURE. 2. All WARNING SIGNS FOR NIGHT LANE CLOSURES SHAU. BE ILLIJMINA lED OR REFI.ECTORIZED AS SPECIFIED IN lHE SPECIFICATIONS. J. All ADVANCE WARNING SIGN INSTAllA TIONS SHAil. BE EQUIPPED 1111H FLAGS FOR DA Yl1IIE <l.OSURES CE All MAJOR ANO PRIME ARTERIALS. Fl.ASHING BEACONS SHAU. BE USED DURING NIGHT LANE Q.OSURES. 4. A G20-2 "END ROAD WORK" SIGN SHAU. BE PLACED AT THE END rE THE LANE CLOSURE UNLESS THE END rE 1HE \\ORK AREA IS OBVIOUS, OR ENDS 'MlHIN A LARGER PRD..ECT LIMITS. 5. All CONES USED FOR NIGHT LANE Q.OSURES SHAU. BE ILLUMINATED lRAfFIC CONES OR FITTED 1111H 13" REFI.ECTIVE SL£EVES. 8. FLASHING ARROW SIGNS SHAU. BE USED PER FHWA MUTCD 2003 EDITION AS AMENDED BY 1HE MUTCD 2003 CALIFORNIA SUPPU:MENT. Sll£NT TYPE SHAU. BE USED IN RESIDENTIAL AREAS. 7. lHE MAXIMUM SPACING BE'I\IEEN CONES IN A TAPER OR A TANGENT SHAU. BE APPROXIMAlaY AS SHO'l,N IN TABI.£ 1. & ADDITIONAL ADVANCE FLAGGERS SHAll BE REQUIRED 'M-IEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR \\ORK AT NIGHT SHAU. BE ILLUMINATED AS AS NOTED IN SECTION 6G.20 rE THE MUTCD. 9. PLACE CJO (CA) "LANE <l.OSED" SIGN AT 500'-1000' INTERVALS lHROUGHOUT EXlENDED \WJR~ AREAS. 10. AU. REQUIRED SIGNS lHAT ARE TO BE LEFT IN PLACE OVER A IIEEKEND OR HOUDAY SHAU. BE POST MOUNlED. 11. CONSlRUCTION AREA TRAFFIC CONlR~ llEVICES SHAU. MEET TI£ PROVISIONS CE SECTION 12 rE THE MOST RECENT EDITION rE 1HE CAl.lRANS STANDARD SPECIRCA TIONS. I. MAINTAINING TRAFFIC 1. A four-foot wide pedestrian occess shall be provided ond malntolned in occordance with section 7-10.1 of the standard specifications. II. MAINTAINING CONSTRUCTION DETOUR 1. The contractor shall be responsible for maintaining all safety devices such os barricades, dellneators, and signs In good condition and properly placed as required by the traffic control plan at his expense. 2. The name of the ogency who owns the traffic control safety devices shall be noted on each device. Ill. RESTORING TRAFFIC All traffic lanes must be restored to traffic after the allowed work hours. Excavations within the roadway or within six (6) feet of traffic lanes In which work cannot be completed In one working day must be secured overnight In one of two alternate methods listed below as paragraph■ A, AND B. A. The excavation must be back filled with compacted son and a temporary patch of cold mix asphalt placed over il B. Steel plating or slmDar material of sufficient thickness to withstand vehicular traffic must be placed over the excavation. The plating must be secured with fasteners and must have a cold mix asphalt ramp around the edge of the plating. C. The contractor Is responsible for restoring the road back to satisfactory condition which wlH Include, but Is not limited to, paving, striping, markings, signing, and loop detection . TABLE 1: TAPER LENGTH, L1 MINIMUM MINIMUM MAXIMUM APPROACH TAPER 1£NG1H NUMBER rE SPACING rE SPEED CONES FOR CONES ALONG (11.P.H.) L (1) TAPER (1) TAPER (FEE'J) t 25 125 6 25 JO 180 7 30 35 245 8 35 40 320 9 40 45 540 13 45 50 600 13 50 55 660 13 55 60 720 13 60 BASED ON 12 FOOT l\1DE LANE. THIS COLUMN IS ALSO APPROPRIAlE FOR LANE \\101HS LESS lHAN 12 FEET. TABLE 2: BUFFER SPACING, L2 APPROACH LONGITIJDINAL SPEED MAXIMUM SPACING rE CONES ALONG TANGENT (FEEl) t 50 60 70 80 90 100 110 120 TABLE 3: SIGN SPACING, L3 APPROACH MINIMUM DISTANCE IN FEET L3 BETVEEN • FROM LAST • KEEP SIDEWALK SIDEWALK CLOSED SIDEWALK CLOSED BUFFER SPACE (MP.H.) L2 (FEEl)t SPEED SIGNS SIGN lO TAPER -RIGHT R4-7a 36"X36" W1-3(LT) 48"X48" W20-1 CLOSED USE OTHER SIDE USE OTHER SIDE R9-9 R9-10 R9-11a 36"X36" 36"X36" 48"X48" 30"X30" ~ H W1-4(RT) W1-4(LT) W4-2(RT) W13-1 48"X48" 48"X48" 48"X48" 48"X48" W20-2 W20-4 W20-5(RT) W20-5(L T) 30"X30" W21-5 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 ' SEE MUTCD TABlE 6£-101 FOR SUSTAINED DOv.NGRADES SlEEPER lHAN 31 AND LONGER lHAN 1 MILE. 1£SS THAN 25 100 100 25 TO 40 350 350 CREA lER 1HAN 40 500 500 • EXACT SP ACING MAY VARY DUE TO F1EU) CONDITION ~ 1 CITY OF CARLSBAD I I SHEETS I 1----+---+--------------+---1---1----1----1 ~. ENGINEERING DEPARlMENT . 11 l-----+--+-----------------1----_J__---1--__ _J__ _ _j TRAFFIC CONTROL DESIGN BY: BAN SYSTEMS ASSOCIATES, INC. 45-40 KEARNY VILLA ROAD. SUIT£ 106 SAN DIEGO, CA 92f2J, (BSB) 560--4911 © ANDR£W P. SCHLA£FLI - DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: CHESTNUT AVENIJE STORM DRAIN BCC APPROVED: DA~D A. HAUSER ill-.i =:-:-::---_1:;.tM..:,,fL.2~~-::::::==----ff'1i.'h DEPUTY CITY ENGINEER PE: 330B1 EXPIRES 6-3D-1D DATE DWN BY:~~-1 CHKD BY: '?tu RVWD BY:~ PROJECT NO. PO 08-06 I DRAWING NO. . ,f.62-8 LEGEND• ~ = CONSlRUCTION SIGN • = CHANNELIZERS AND OR CONES ++ ,. T'l'PE Ill BARRICADES • ,. DIRECTION OF TRAFFIC : :l ,. FOUR CORNER FLASHER V/21 .. WORK AREA CHESTNUT AVE. HIGHLAND DR. 36"X1B" CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIME AND. NOTIFY HOME OWNERS DURING CONSTRUCTION 30"X30" EXISTING I \ EXISTING ' l t / '-TYPE Ill BARRICADE WITI-1 '------J/ Iii! ;,...'------_/ BEACON (TYPICAL) END LANE ROAD WORK CLOSED G20-2 CHESTNUT AVE. C30(CA} • WORK HOURS 8:30 AM ••s:OO AM WORK DATES • TO 2:00 PM •• 4:00 PM TO ----- TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE • SCHOOL IN SESSION. • • SCHOOL NOT IN INSESSION. 350'± STAGE 1 4B"X4B" ~ W20-1 1B"X18" ~ W13-1 ' STOP~)/_ fl rSTOP YELLOW PORTABLE FLASHING R1-1 \r--R1-1 1 \ I \ ---...L..1//-----1-~ <t;;,~---f~_--:_--:_--:_--:_--:~J-~_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:_--:}_:-_--:_--:}_--:_--:Jc_--:_--:_--:_--:_--:J+!J-_--:!_--:J;-_--:_--:_--:_--:_--:_--:_--:_--:J_--:_--:_=1}_--:j_--:_--:_--:_--:_--:_--:_--:_,_i_~---_\,_-1_-_-_-_-_-_-_-_-_--'_D~~----_--\~-1-=-=-=jJ=-=-=±-=-=-=-=-=-=-=-=-=-=-=j::_-=-=-=±-=-=-=-=-=j::_-=-=j;::_-=-=-=-=-=-=-=±-=jci:::-=-=-=-=-=-=-=-'t==t:====tt:=:t:== I~ I I I ~ ~ I I I I I I I I /I ~ A I\ 8' I\ I -I I I I\ A I\ /I I It I I I I I I I J I ~ " ~ /I ~ /I I\ /I ~ ' 8' ------19 ----20 21 --I -• • • . -• • . . . ' 11' 22 - 11' -~ . .-,... , ~-. - • - -~ ..... = ---~ -+-h-~---=--~ -~-+- 12' MIN. - 23 --~ ~4 25 -. - • . - :J -26 27 11' -2, ----11' -, 8' . -- ~ I ---+---+---.-=---. .--- ----l.~c---~------35-. ~:;;~-1m1~~4_---$::~~~==~\===:::::::;::, ::::::t::+,, 10::lio·~ \'~ ..~ /~==+-==J::.,~~~: :::;, • . . • • • " V -\I V -s· • . I.; \I • \I I I I _j/' . \ , CON ES 1 O' MAX. SPACING {TYPICAL} 177' V WORK AREA " I/ " V \I I/ • I' ' I ' , I I I 24"X30" 36"X18" I \I V ' ' 36"X1B" END ROAD WORK G20-2 \I I ' V \I I/ \I ' ' I I I DRAl'l1NG FILE NAME: 000109-TC-02_C \ EXISTING ~ TRANSITION \ ~ t 48"X36" 24"X30" SIDEWALK Cl.OSEI) •™ ~-\2n~ 48"X 48" I S [ 0 p &oss HERE EADK EXISTING Rg-ll(L) THE pJ~ .. R 1 -1 ROAD ANTn•- 1 48"X48" - STOP ~ WlG-1 R26A(CA) W20-1 R1-1 ~ 1 B"X1 a• i]g] W20-1 W1 3-1 18"X1 8" ~ W13-1 CONSlRUCTION CONlRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPlED CONSlRUCTION PRACTICES, CONSlRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOL£ AND COMPL£TE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TI-IE PRO.ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE !T' ... ,-· -· .• BUFFER 24")(30" NO PARKING ANY . .. R26A(CA) 3e•x,a· I sg~~ I I~~ I R9-9 R9-9 NO PARKING ,..y TIME R26A(CA) SCALE: 1 "=40' 0 20 40 ~ I CITY OF CARLSBAD 11 SHEETS I f----+---+---------------,f---+---+---+---1 LU. ENGINEERING DEPARTMENT _ 11 I----+--+----------------+---+---+---+---< LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONlRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOL£ NEGLIGENCE OF DESIGN PROFESSIONAL ..s1A¢11rlf~US,~,! ,__,~ '("".: . ..'._Bt,S ,.-~f=-=,R:-::Oc-:Vl::-:DE==D--:8::cY:-: --::-;o,=--oa-y--=cc::-o:-cNS:::-U::-cL TCCA:-CN rs==----, ~ 'i'. ~ "I!,. ' •-' TRAFFIC CONTROL PLAN FOR: CHESTNUT AVENUE STORM DRAIN BCC UNAUTI-IORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF lHESE PLANS. ALL CHANGES TO THE Pl.ANS MUST BE IN WRITING AND MUST BE APPROVED BY lHE PREPARER OF lHESE Pl.ANS. U.S.A. I. 000109 4-6-09 RT, MV I ,,i,,-~ I ra,m, ro,_ """,, 9 lRO!l:l ':.i , RBAN SYSTEMS ASSOCIATES, INC. ~ EJCP th ~.c 4540 KEARNY VILLA ROAD, sum: ,os • • · !b. SAN DIEGO. CA 9212J. (858) 560-4911 @ ... ,.. • A-==-c ~'-_.~,f ~•-.. .,,'lOFti~'-$ b"'-:V I~ /1· ~ ,,,,u)ir. i c!\'6,v;/1. ~/3/g_ ANDREW P. SCHLAEFLI -T.E. /930 DA TE PLOT DATE: 4-8-09 BENCHMARK: DESCRIPTION: DISC IN MEO/AN ISLAND C/JRB CLSB-091 LOCATION: £NO OF C/JRI/£ OF £L CAMINO REAL 350' NORllf OF PALOMAR AIRPORT RO IN LEFT T/JRN POCKET RECORD FROM: R£CORO OF S/JRV£Y 11211 ELEVATION: 290.800 NVGD29 DA TE INITlAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITlAL DA TE INITlAL omER APPROVAL CITY APPROVAL APPRO\IED: DA VlD A. HAUSER /') / J/ -----~c:.k',"'~~ ~?!'~i',.~=---~'''7'11 ~ DEPUTY CITY ENGINEER PE: 330B1 EXPIRES 6-30-10 DATE DWN BY: I PROJECT NO. I DRAWING NO_ ~~~g ~~~ PO 08-06 _ 462-8 ~------~~---~ LEGEND• -I = CONSTRUCTION SIGN • "' CHANNELIZERS AND OR CONES ++ a TYPE Ill BARRICADES • "' DIRECTION OF TRAFFIC ~ "' FOUR CORNER FLASHER V/2:1 "' WORK AREA 36"X18" END ROAD WORK G20-2 48"X48" ~ 100' TO ~ STOP BAR W20-1 18"X18" Cg] W13-1 EXISTING CHESTNUT AVE. ~OP R1-1 ------ 350' 350' 350' 48"X48" EXISTING 36"X36" 36"X18" END ROAD WORK 24"x30" KEEP 24"X30" G20\ !;:r EXISTING NO PARKING Am TIME Jrn/ J t ~R4-7o STOP 19 ~- R1-1 R1-1 - - 165' TRANSITION FOUR CORNER FLASHER (TYPICAL) • 20 I • • ----- 24 x30• 24"X30" 36"X12" SHARE NO f ONE WAY, PARKING THE ANY ... R6-1(R) ROAD W16-1 R26A(CA) R1-1 HIGHLAND DR. 100' TO W20-1 18"X18" W9-3 W20-2 36"X18" STOP BAR ~ 18"X18" ENO H EJ-ROAD WORK W13-1 G20-2 W13-1 W20-1 18"X18" ~ H W13-1 288' 24"X30" NO PARKING ANY TIME R26A(CA) 200' BUFFER CONES 25' MAX. SPACING (TYPICAL) 30"X30 R3-18 <e> 24"X30" NO PARKIN(; Am TIME R26A(CA) 36"X12" IONE WAY, R6-1(R) W20-2 18"X18" f25l l_j,,"EJ W13-1 C30(CA) 48"X48" EXISTING STOP R1-1 CHESTNUT AVE. CONSTRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPlED CONSTRUCTION PRACTICES, CONSTRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOI.£ AND COMPLElE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING lHE COURSE OF CONSTRUCTION OF lHE PRO.ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT TiilS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL l'«lRKING HOURS, AND CONSTRUCTION CONTRACTOR FURTI-IER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AIJ.EGEO, IN CONNECTION WllH PERFORMANCE OF l'«lRK ON lHIS PRO.ECT, EXCEPTING LIABILITY ARISING FROM Tl-IE SOI.£ NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTI-IORIZED CHANGES & USES CAUTION: lHE ENGINEER PREPARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES OF TI-IESE PLANS. ALL CHANGES TO lHE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY Tl-IE PREPARER OF lHESE PLANS. DRAWING FILE NAME: 000109-TC-OJ_C U.S.A. I. 000109 4-6-09 RT, MY -29 - ------ 30 -~ ~ -~ ~~ EXISTING STOP R1-1 36"X18" END ROAD WORK G20-2 ROVIDED BY: O'Day CONSULTANTS TRAFFIC CONTROL DESIGN BY: ~11RBAN SYSTEMS ASSOCIATES, INC. 4!UO !<(ARNY Vl!.LA ROAD, SUIT£ IDB SAN DIE:GO, CA 9212:!J, (858) 560-4911 © ANDREW P. SCHLAEFLI -T.£. /930 DAT£ PLOT DATE: 4-8-09 ND PARKING Am TIME 24"X30" NO PARKING AAY TIME 36"X12" ONE WAY 36"X12" ONE WAY 24"X30" NO PARKING ANY TI .. R26A(CA) TYPE Ill BARRICADE WI TH YELLOW PORTABLE FLASHING BEACON (TYPICAL) • WORK HOURS 8:30 AM ••a:OO AM WORK DATES • TO 2:00 PM •• 4:00 PM TO ----- TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE • SCHOOL IN SESSION. • • SCHOOL NOT IN INSESSION. 200' BUFFER CHESTNUT AVE. 24"X30" NO PARKING ANY TIME 24"X30" NO PARKING ANY TIME R26A(CA) 24"X30" NO PARKING ANY TIWE R26A(CA) R26A(CA) C30(CA) R26A(CA) C30(CA) C30(CA) EXISTING STOP • --------1- //if J1 t STOP R1 -1 48'"X48" W20-1 100' TO STOP BAR 36"X36" W9-3 36'"X18" END ROAD WORK G20-2 48"X48" ~ W20-1 18"X18" ~ W13-1 STAGE 2 165' TRANSITION 24"X24" 24•~30• PARKING ANY R3-18 TIME R26A(CA) SCALE: 1"=40' 0 20 40 100' THE ROAD W16-1 24"x30" KEEP ~ RIGHT R4-7o ~ I CITY OF CARLSBAD 11 SHEETS I 1----+----+-----------------a1----1---+----+-----' LL_j ENGINEERING DEPARTMENT 11 t-----t---+-----------------+---+------1---+-----a BENCHMARK: DESCRIPTION: DISC IN MEDIAN ISi.ANO CURB CLSB-097 LOCATION: END OF CURVE OF El CAMINO REAL J50' NORTH OF PALOMAR AIRPORT RO IN LEFT TURN POCKET RECORD FROM: RECORD OF SURVEY 17271 ELEVATION: 29a800 NVGD29 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: CHESTNUT AVENUE STORA/ DRAIN BCC APPROVED: DA\/1D A. HAUti/ !:I.. -1kb 7 DEPUTY CITY ENGINEER PE: 33081 EXPIRES 8-30-10 DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY:t!J! PO 08-06 RVWO BY: .f.62-8 LEGEND• ~ • CONSlRUCTION SIGN • ,. CHANNELIZERS AND OR CONES ++ ,. TYPE Ill BARRICADES a • DIRECTION OF lRAFFIC L:_ --" =-FOUR CORNER A.ASHER f½,/j ,. WORK AREA 36"X18" END ROAD WORI( G20-2 48"X48" ~ W20-1 18"X18" [g] W13-1 48"X48" ~ W20-1 18"X18" [g] W13-1 - 1 1 I/ 77 I I , I 24"X30" NO PARKING ANY .. , R26A(CA) TYPE Ill BARRICADE WllH YELLOW PORTABLE FL:.A~SHING BEACON (TYPICAL) I I I I I 24"X30" NO P~O~ TIME R26A(CA) Y«>RK ARE.A \ CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIME AND. NOTIFY HOME OWNERS DURING CONSTRUCTION 215' BUFFER 24"X30" ND PARKING ANY~ TIME R26A(CA} 24"X30" ND PARKING -~ .. , R26A(CA} 215' TRANSITION \ I I I 11 I I -I I I I , I I I ~ f ' ~ • /I ' SHARE 350' 48"X48" ~ W20-1 ,a·x,a· [g] W13-1 ,., " ,1 " B' ~ • • • . -• • • . -. • -. -•• I 25 --~~---_-_-_-_-_-_-..:1* ~-_-_-_-_-_-_-_-_-_-_-_-_-------~ I -I' /~~1;a,'l;,~'--=-=.:,·~·._:::;_;;::.~~-_,::;:.~·-=-=-=-=_:!~i:...:.::~.;f.-=..:::..-=-=_:.:~-=-=-=-=--=---=_:;;:_:--;::-f---::__=-=~·--;:.:"f=::.:= -=~·,t·==·=·.-::::--=~=~==~=·=·j -~t' =========~~==-== -22 23 12 = -~4 26 I\ 11' -28 -1\. ~ f'I I . ,., I\ fl I\ . • • -. • • 27 11' 11' --I -___ ----~ __________ -+-~M.-~l=N.-~e°-...-+-----~-_____ _ ___ 1 .,__._ \ --------+-~~----H-~ -- --11· -I ~ B' I/ I ' ' I 350' 36"X18" END ROAD WORK G20-2 ' I I I I /I ~ 8' 5 11' -22 _, 11' -B' ~- " V I ' f I --, ' ' ·; I -~\~1-11~~"-,--'"~-~,-"~-+-----~ \l--~v--,-1--~,-,---~ "-----~ \1~11~,1------\-1----\I ' 8' I/ I 7 I/ \I I/ \I I/ l 7 TT I I I I',, I' ' Jl -;-/ I ' ' I I ' 30"X30" 2:~~,~.1/ CHESTNUT AVE. 3o"x3o" CONES 1 O' MAX. 24"X30" '' ,J 24"X30" NO PARKING ANY nu, R26A(CA) CHESTNUT AVE. I I I I I ~ /I -~ 23 \I I/ \I I/ \I I I I I I I I ' 350' LANE CLOSED C30(CA) 24"X30" NO PARKING ANY W,£ R26A(CA) SPACING (TYPICAL) PA/::iu,o ANY IlWE R26A(CA) LANE CLOSED C30(CA) PHASE I TYPICAL DETAIL FOR CONSTRUCTION OF STORM DRAIN FRONT OF DRIVEWAYS CONTRACTOR SHALL PROVIDE ACCESS TO ALL DRIVEWAYS AT ALL TIME AND. NOTIFY HOME OWNERS DURING CONSTRUCTION TYPE Ill BARRICADE WllH YELLOW PORTABLE FLASHING BEACON (TYPICAL) 24"X30" NO PARKING ANY l~ ""' R26A(CA) 215' 24"X30" NO PARKING ANY TIME R26A(CA) ANY TIME R26A(CA) 215' 24•x3o" SHARE I::~, 350' 36"X18" END ROAD WORK G20-2 Y«>RK ~ BUFFER TRANSITION I ~ = = - V ' \ " I ~ \ I\ ~ "'j'•"J') ' A I I I\ ·1 ~ •• . - ' -. I I II A ~ A • • • I I\ . I I I I I I ' ' " /I I\ /I • • . --• • • -• • 10 •s• • • 1---------¾;------.!'----o---~---__,•~--·-~--l...~e-"-'.',----'"'----1---• - ' 25 -~ ij12' / -~4 MIN. 1-----'~-~---~-L-C~----'-L-f---'"",----'\-• __ _, • .___,.'---' • .___ ___ •_+-_·_~~"-----+------~---- 26 '\ \ ___ .,__._ 27 -28 ---I \I I I ---J \\ I \ I \ I/ V \I II I \I V / ,, I I ' I I I 30"X30" 24"X30" 30"X30" NO ' 2~•x30•/ ' CONES 10' MAX. P~ I LANE PARKING LANE SPACING (TYPICAL) ANY TIWE ANY CLOSED CLOSED ""' R26A(CA) C30(CA) C30(CA) PHASE 2 TYPICAL DETAIL FOR CONSTRUCTION OF STORM DRAIN FRONT OF DRIVEWAYS R26A(CA) -I ----\---------". ~===:...: 8' V \I l I I/ \I \-~l/~---41----1--- I I I \ ' I 24"X30" NO PARKIN& ANY TIME R26A(CA) CONSTRUCTION CONTRACTOR AGREES 1HA T IN ACCORDANCE Willi GENERAll Y ACCEPlED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WIU. BE REQUIRED TO ASSUME SOL£ AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING lllE COURSE 4B"X48" ROAD WORK AHEAD W20-1 1B"X18" ~ W13-1 36"X18" END ROAD WORK G20-2 STAGE 3 • WORK HOURS 8:30 AM ••s:OO AM WORK DATES • TO 2:00 PM •• 4:00 PM TO ___ _ TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE • SCHOOL IN SESSION. • • SCHOOL NOT IN INSESSION. SCALE: 1"=40' 0 20 40 ~ CONSTRUCTION ~ lllE PROJECT, INCLUDING SAFETY ~ All PERSONS AND PROPERTY, lllAT llllS REQUIREMENT SHAU. BE MADE TO APPLY CONTINUOUSLY AND NOT BE ~ 1 CITY OF CARLSBAD 11 ~EETS I t---+---t--------------+---1----+--+---I ~. ENGINEERINQ DEPARTMENT , 11 1---1----\----------------+---l---l----1----. LIMllED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURlllER AGREES TO DEFEND, INDEMNIFY AND HOI.D DESIGN PROFESSIONAL HARMLESS FROM ANY AND All LIABILITY, REAL OR AU.EGED, IN CONNECTION Willi PERFORMANCE ~ WORK ON llllS PROJECT, EXCEPTING LIABILITY ARISING FROM lllE SOL£ NEGLIGENCE ~ DESIGN PROFESSIONAL UNAUTI-IORIZED CHANGES &: USES CAUTION: lllE ENGINEER PREPARING lllESE PLANS Will NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTiiORIZEO CHANGES TO OR USES ~ lllESE PLANS. All CHANGES TO lllE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY lllE PREPARER ~ lllESE PLANS. ROVIDED BY: O'Day CONSULTANTS AFFIC CONTROL DESIGN BY: BAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD. SUIT£ 106 , ..,J./r, a,,~~~ {858) s••-.. ,, © BENCHMARK: DESCRIPTION: DISC IN MEO/AN ISLAND CURB CLSB-097 LOCATION: £NO OF CUR~ OF El CAMINO REAL 350' NORTH OF PALOMAR AIRPORT RO IN LEFT TURN POCKET RECORD FROM: RECORD OF SUR~Y 17271 EUEVATION: 290.800 NVG029 DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA 1£ INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: CHESTNUT AVENIJE STORA/ DRAIN ace APPROVED: DA "10 A. HAUS~/ * / ----~u=.'-----'-'-',n,.-.,__ ___ ___,4J~, DEPUTY CITY ENGINEER PE: 330B1 EXPIRES 6-30-10 DATE DWN BY:_~_ CHKD BY:~ RVWD BY:\~ PROJECT NO. PO 08-06 I DRAWING NO. _ 462-8 DRAWING FILE NAME: ODD109-TC-04_C U.S.A. I. 000109 4-6-09 RT, MV PLOT DATE: 4-8-09 LEGEND• ~ "" CONS1RUCTION SIGN • "" CHANNELIZERS AND OR CONES +-f-"" TYPE Ill BARRICADES • "" DIRECTION OF 1RAFFIC I~ _;i = FOUR CORNER FLASHER V/½1 "" WORK AREA 42"X18" END ROAD WORK G20-2 48"X48" W20-1 18"X18" l~!I W13-1 36"X36" W20-1 18"X18" ~ W13-1 W20-1 18"X18" [g] W13-1 42"X18" ENO ROAD 'i\ORK G20-2 C9A(CA) 36"X36" W3-4 36"X36" C9A(CA) R1-1 DRAWING FILE NAME: 000109-TC-05_C U.S.A. I. 000109 4-6-09 RT, MV W3-4 42"X18" ENO ROAD WORK G20-2 EXISTING STOP R1-1 48"X24" TYPE Ill BARRICADE WITH YELLOW PORTABLE FLASHING BEACON (TYPICAL) SIOEWALI( CLOSED 24"X30" \1 CROSS HERE R9-11a(R) ; .. 12' MIN. ~-. EXISTING NO PARKING AAY TIME • • • • 36"X18" S!DEWALK CLOSED R9-9 24"X30" NO PARKING AAY ••• R26A(CA) • 33 • 200' BUFFE CONES 25' MAX. SPACING (TYPICAL) • 1, • 8' • 34 STOP CHESTNUT EXISTING STOP R1-1 42"X18" ENO ROAD WORK G20-2 1 42"X18" END ROAD WORK G20-2 24"x30" \\ \ \ \ <;,'t· ~~~ TYPE Ill BARRICADE WITH YELLOW PORTABLE FLASHING BEACON (TYPICAL) FLAGGER EXIST. -r--R1-1 36"X36" W20-1 24"X30" NO PARKING AAY ••• R26A(CA) 30"X30" C30(CA) 24"X30" R26A(CA) 24"X30" NO PARKINC AAY ••• R26A(CA) 200· BUFFER CONES 25' MAX. SPACING (TYPICAL) 30"X30" LANE CLOSED C3D(CA) FLAGGER 24"X30" NO PARKING AAY . .. R26A(CA) • AVE. 350' • • 24"X30" SHARE THE ROAD W16-1 100· 36"X36" 350' 36"X36" 36"X36" C9A(CA) 350' 350' 120' 24"X30" SHARE THE ROAD W16-1 • 36"X36" W20-1 [g] W13-1 • WORK HOURS 8:30 AM ••s:OO AM WORK DATES • TO 2:00 PM •• 4:00 PM TO ----- TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE • SCHOOL IN SESSION. • • SCHOOL NOT IN INSESSION. STAGE 4 350' 48"X36" 48"X48" W20-1 18"X18" ~ ~ W13-1 37 l \ MARJORIE LN. • WORK HOURS 8:30 AM 00 8:OO AM WORK DATES SIDEWALK CLOSED 'AHEAD CROSS HERE R9-11(L) 42"X18" ENO ROAD WORK G20-2 • 48"X48" W20-1 18"X18" l2sl ~ W13-1 @ \ • @= SIGNALIZED INTERSECTION • TO 2:00 PM •• 4:00 PM TO -----STAGE 5 TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE • SCHOOL IN SESSION. • • SCHOOL NOT IN INSESSION. FLAGGER NOTES: 1. CONTRACTOR SHALL PROVIDE FLAGGER IN 11-IIS PHASE. RADIO CONTACT MUST BE PROVIDED IF FLAGGERS DO NOT HA VE EYE CONT ACT. 2. ILLUMINATED FLAGGER ST A TION SHALL BE REQUIRED. FLAGGER ---------------------------------------------- CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WllH GENERAl.lY ACCEPlED CONSTRUCTION PRACTICES, CONS'IRUCTION CONTRACTOR IW.I. BE REQUIRED TO ASSUME R4-7a FLAGGER 42"X18" END ROAD WORK G20-2 36"X36" W20-1 18"X18" [g] W13-1 C9A(CA) CHESTNUT AVE. VIDEO BY: o· Day CONSULTANTS TRAFFIC CONTROL DESIGN BY: RBAN SYSTEMS ASSOCIATES, INC. 4540 K£ARN£'f VILLA ROAD, SUITE 106 SAN DIEGO, CA 9212J, (858} 560-4911 © ANDREWC P. SCHLAEFLI - PLOT DATE: 4-8-09 --------SCU: AND COMPI.ElE RESPONSIBILITY FOR JOB Sil£ CONDITIONS DURING THE COURSE FLA GER BENCHMARK: DESCRIPTION: 0/SC IN MEDIAN ISLAND CURB CLSB-097 -- LOCATION: END OF CURVE OF El CAMINO REAL 100' NORTH OF PALMARY AIRPORT RD IN /£FT TURN POCKET RECORD FROM: RECORD OF SURVEY 17211 ELEVATION: 290.800 NVG029 42"X18" END ROAD WORK G20-2 SCALE: 1 "= 40' 0 20 40 OF CONSTRUCTION OF lHE PRO.ECT, INCLUDING SAFETY OF Al.1 PERSONS AND PROPERTY, lHA T THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL \'KIRKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND A1.1 LIABILITY, REAL OR ALLEGED, IN CONNECTION l't1TH PERFORMANCE OF WORK ON THIS PR0.£CT, EXCEPTING LIABILITY ARISING FROM THE SCU: NEGLIGENCE OF DESIGN PROFESSIONAL UNAUlHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZEO CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREP ARE OF THESE PLANS. ~1c1TY OF CARLSBAD IISHEETSI 1----+---+--------------+---+---+----+----1 ~. ENGINEERING DEPARlMENT . 11 t----+---t------------------+---t---+---t---1 TRAFFIC CONTROL PLAN FOR: CHESTNUT AVENUE STORII ORAIN BC APPRO\/ED: DAVID A. HAUSER 12.,,t l -=-o=EP,--UTY=-:C--::ITY=EN--::Gc-,INE=E=-R---::PE:7 ·.l3~3~0B{,.l .1/i~E~XP~l::RE:::S:....--,6--3,,.,0--1-c:--O rz~, f-=-:-=,--t-.,.,::-,-:--+----------------+-::-cc::=-+:c=:-:-+-=cc=-+-:::::=::--i OWN BY: ~~-DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY £.id ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY; u-,r I DRAWING NO. ,f.62-8 .___ ______ ___J PROJECT NO. PO 08-06 35•x18" END ROAD WORK G20-2 LEGEND• 35"X36" ~ W20-1 18"X18" ~ W13-1 W20-1 18"X18" ~ W13-1 C9A(CA) ~ • CONSlRUCTION SIGN • = CHANNELIZERS AND OR CONES ++ = TYPE Ill BARRICADES • • DIRECTION OF lRAFFIC f;;I = FOUR CORNER Fl.ASHER B½-j = WORK AREA 36"X18" ~ END 11' h._~ l)• ROAD WORK 11',.._"\\) ). ~ G20-2 c\\.ts). \.' 36"X36" C9A(CA) 24•,30• KEEP _.. RIGHT R4-7o W9-3 DRAWING FILE NAME: 000109-TC-OS_C U.S.A. I. 000109 36"X18" END ROAD WORK G20-2 24"x30" KEEP ~~k--:;;?,;: 24"X30" NO PARKING ANY ••• R26A(CA) W3-4 R4-7o ONES 25' MAX. G(TYPICA R4-7o 36"X18" END ROAD WORK G20-2 24"X30" R26A(CA) 24"X30" R3-18 48"X48" 0 W20-2 18"X18" IMl ~ W13-1 4-6-09 RT, MV SHARE THE ROAD Wl6-1 TYPE Ill BARRICADE WITH YELLOW PORTABLE FLASHING BEACON (TYPICAL) 1ST. -1 24"x30" RIGHT R4-7o GG[R 24"X30" NO PARKING ANY TI"E 200· BUFF R 24"X30" R26A(CA) 24"X30" NO PARKING ANY TI•E R26A(CA) 24"X30" SHARE THE ROAD W16-1 36"X36" 36"X36" 36"X36" C9A(CA) • WORK HOURS 8:30 AM ••s:OO AM WORK DATES • TO 2:00 •• 4:00 PM PM TO __ _ TO BE DETERMINED UPON TRAfflC CONTROL ISSUANCE • SCHOOL IN SESSION. • • SCHOOL NOT IN INSESSION. STAGE 6 CONES 25' MAX. SPACING (TYPICAL) 350' TRANSITION 350' 350' W20-1 W13-1 -- 36"X36" ~ W20-1 18"X18" ~ W13-1 35•x12· m □NE WAY, R6-1(R) 36"X12" 24"X3Q" i ONE WAY, P,.:,.G R6-1(R) ANY ••• R26A(CA) 36"X36" W3-4 36"X36" W20-1 350' _,___ ----------------------------.---__ JJ ------------!_ ------------·-----8' -=s----- 11 ;--J::::5--,,_-~~-----11.J---------=--== JS f 36"X36" CHESTNUT AVE. PHASE 1 CONSTRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE Will-I GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WU BE REQUIRED TO ASSUME SOLE AND COMPl.£1E RESPONSIBILITY FOR JOB SllE CONDITIONS DURING 1HE COURSE ~ CONSTRUCTION ~ TI-IE PR<M:CT, INCLUDING SAFETY ~ All PERSONS AND PROPERTY, TI-IA T THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOU> DESIGN PROffSSIONAL HARMLESS FROM ANY AND All LIABILITY, REAL OR ALLEGED, IN CONNECTION Will-I PERFORMANCE ~ WORK ON THIS PRQ.l:CT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE ~ DESIGN PROFESSIONAL C9A(CA) 24"X30" NO PAf!KJNG ANY TI•E \ R26A(CA) 36"X18" END ROAD WORK G20-2 36"X18" END ROAD WORK G20-2 EXISTING STOP R1-1 NO PARKNG ANY TI'E R26A(CA) 36"X18" END ROAD WORK G20-2 TYPE Ill BARRICADE WITH YELLOW PORTABLE FLASHING BEACON (TYPICAL) 36"X36" 24"x30" KEEP -.. RIGHT EXISTING 8 24"X30" ~ NO PARKING ANY TIM£ R26A(CA) C30(CA) 3s•x12· IDNE WAY) R6-1(R) W9-3 24"X24" 6i) RJ-18 24"X30" NO PARK.INC ANY ••• R26A(CA) 200· BUFFER CONES 25' MAX. SPACING (TYPICAL) ---- 36"X12" IDNE WAY, R6-1(R) 35•x12· IONE WAY) R6-1(R) SCALE: 1 "=40' 0 20 40 24"X30" NO PARKING ANY ••• R26A(CA) 24"X30" NO PARKING ANY TIME R26A(CA) -· . ------- 2 TRANSITION • • --• • • • ---------------------------- UNAUll-lORIZED CHANGES & USES CAUTION: THE ENGINEER PREP ARING TI-IESE PLANS 'Ml.l NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTI-IORtZED CHANGES TO OR USES ~ lHESE PLANS. All CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY lHE PREPARER ~ lHESE PLANS. 24"XJO" 24"X30" NO SHARE PARKING ANY THE TIME R26A(CA) ROAD W16-1 -- 36 --------------------------------- 36"X36" W9-3 48"X48" W20-1 18"x1a· IMl ~ W13-1 35 ' ---__,..__..._ ------------------------------------------t 37 ---- C3D(CA) R3-18 PHASE 2 ----------~ -------------------------- 24"x30" KEEP -.. RIGHT R4-7a 48"X48" 0 W20-2 18"X18" ~ W13-1 36"X18" END ROAD WORK G20-2 fffl \ EXISTING \ --.._____, STOP 36"X18" END ROAD WORK Rl-l G20-2 48"X48" W20-1 100' TO LN• STOP BAR ~ 1 CITY OF CARLSBAD I r SHEETS 1 1----+---+--------------+---+---+---+---t L1QJ. ENGINEERING DEPARlMENT . 11 f----l---+-----------------t----t----t---t-----1 TRAFFIC CONTROL PLAN FOR: DED BY: O'Doy CONSULTANTS !-.; lJ fl AFFIC CON lROL DESIGN BY: ';I ,<.Er., M SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUITE I 08 ''%-Ii SAN DIEGO, CA 921 ZJ, (858) 560-4911 @ ANDREW P. SCHLAEFLI -r. #9:M- PLOT DATE: 4-8-09 BENCHMARK: DESCRIPTION: DISC IN MEDIAN ISLAND CURB CLSB-091 LOCATION: END OF CUR VE OF EL CAMINO REAL .J50' NORTH OF PALOMAR AIRPORT RD IN /£FT T/JRN POCKET RECORD FROM: RECORD OF SURVEY 17211 ELEVATION: 290. BOD NVCD29 CHESTNVT AV£NfJ£ STORM DRAIN BCC APPROVED: DAVID A. HAUSER /1 ~ _;,/_ ------=i.4/=-'--':~--'=---------'lfr,J,, DEPUTY CITY ENGINEER PE: 33081 EXPIRES 6-30-10 DATE l----l---+-----------------+----::::-+-=-,.,.--1---::-::-=-+~;:-:-:-; DWN BY: ~~-, DATE INlllAL DATE INlllAL CHKD BY·~ DA TE INlllAL ENGINEER OF WORK PROJECT NO. I DRAWING NO. REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL RVWD BY; ViC. PO 08-06 _ -f.62-8 LEGEND• ~ = CONSlRUCTION SIGN • = CHANNalZERS AND OR CONES -H-., TYPE Ill BARRICADES -••~ = DIRECTION OF lRAFFIC r;:-::i = FOUR CORNER A.ASHER f½,;j • WORK AREA 36"X18" END ROAD WORK G20-2 W20-1 18"X1 a• ~ W13-1 36"X36" W20-1 24"X30" SHARE lli[ ROAD W16-1 CONES 25' MAX. SPACING (TYPICAL) R26A(CA) C12(CA) CONSlRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE Wint GENERAU. Y ACCEPlED CONSlRUCTION PRACTICES, CONS1RUC110N CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSlRUCTION OF TI-IE PRO..ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, TI-IAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMllED TO NORMAL WORKING HOURS. AND CONSlRUCTION CONlRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOU) DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WllH PERFORMANCE OF WORK ON TI-11S PRCl.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGUGENCE OF DESIGN PR<:GESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: lHE ENGINEER PREPARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF TI-IESE PLANS. \ \ \ 36"X18" END ROAD l'IDRK G20-2 EXISTING STOP 24"X30" R1-1 EXISTING TYPE Ill BARRICADE WITI-1 YELLOW PORTABLE FLASHING BEACON (TYPICAL) NO PARKING ANY ••• &~--' R1-1 NO PARKING ANY ••• R26A(CA) EXISTING 8 R1-1 36"X18" END ROAD WORK G20-2 f ';!,-ll"''IE' PROVIDED BY: O'Day CONSULTANTS TRAFFIC CONTROL DESIGN BY: t_; RBAN SYSTEMS ASSOCIATES, INC. (3 ~ Tf\ 4540 K£ARN'f VILLJ. ROAD, SUITE 101 u., ,C. N DIEGO 58} 560-491 I OS · EXP~ra ~~~~~ ~=-@ Of C . ""•~· .j,--4,~~~{L_'_~~M'f-~ . • IA.TE 4B"X36" SIDEWALK CL05ED I AHEAD CROSS HERE BENCHMARK: EXISTING STOP R1-1 DESCRIPTION: 0/SC IN MEDIAN ISi.ANO CURB CLSB-097 LOCATION: ENO OF CURVE OF £l CAMINO REAL J50' NORTH OF PALOMAR AIRPORT RO IN LEFT TURN POCKET RECORD FROM: RECORD OF SURVEY 17271 ELEVATION: 290. 800 NVGD29 DRAWING FILE NAME: 000109-TC-07 _C U.S.A. I. 000109 4-7-09 RT, MV PLOT DATE: 4-8-09 • WORK HOURS 8:30 AM ••a:OO AM WORK DATES • TO 2:00 PM •• 4:00 PM TO __ _ TO BE DETERMINED UPON TRAFFIC CONlROI. ISSUANCE • SCHOOL IN SESSION. • • SCHOOL NOT IN INSESSION. 350' W20-1 1a·x1a· [g] W13-1 @= SIGNALIZED INTERSECTION 36"X18" END ROAD WORK G20-2 STAGE 7 48"X36" smEWALK CLOSED AH8J) CROSS HJ R9-11(R) \ \ SCALE: 1"=40' 0 20 40 ~ I CITY OF CARLSBAD 11 SHEETS I 1-----+---+-------------t----+---+-----+----, L11J. ENGINEERING DEPARlMENT . 11 1---+--+----------------+--+---+--+---J TRAFFIC CONTROL PLAN FOR: CHESTNUT AVENUE STORM DRAIN BCC _AP_P_Ro_VED_: _0A_111_o_A_. H-A-us_E_R .J.fY~LJ7~~~-===------lhh DEPUTY CITY ENGINEER PE: 33061 EXPIRES 6-30-10 DATE PROJECT NO. PO 08-06 I DRAWING NO. _ 462-8