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HomeMy WebLinkAboutDWG 475-2C; CT 08-03; TRAFFIC SIGNAL-LA COSTA AV/CAMINO DE LOS COCHES; 01-03GENERAL NOTES I. THIS Pf.AN SlJl'EHfEfJ£S All OTHER Pf.ANS PRE.rO/JSLY APPROl£1J BY TH£ CITY (T CARI.SBAD REGAR/JING IUP/?016/ENTS SHOMI ON THIS SET fT Pf.ANS. 2. APPROVAL (T THIS Pf.AN DOES NOT l£SS£N OH WA/IE ANY PONT/ON fT TH£ CARLSBAD WNICIPAL Cll?.E; RESOI./ITION (T CONDITIONAL APPROVAi, CITY STANDARDS OH OTHER A/)/)/T/ONA£ DOCIJMENTS l/SlED H£RfON AS TH£Y AIAY PERTAIN 1D THIS PRO.ECT. TH£ fNGINEER IN RESPONSIIJI.£ CHAR(;{ SHAIJ. HflfSE THESE Pi.ANS HHcN NON-CONFOHJJAN(E IS OISCO';fJ?f/J. J CITY APPROVAL (T Pf.ANS DOES NOT RElJEl£ THE !JEVEl(PER OH fNGINEER- (T-WORK FROJI RESPONSIBH.JTY FON TH£ CORRECTION (TERRORS ANO ONISSIONS OISCO',£R£/J 0/JR/Nfl CONSm/JCTl{)N. All Pf.AN RE'v1S/ONS SHALL B£ PROUl'll.Y S/IBJIIT7fl) 1D TH£ CITY ENGINEER FOR APPROVAL • A RIGHT-<F-WAY PERJIIT FHOII TH£ CITY ENGINEER llfl1 B£ REQI/IRE/} FON ANY WORI( IN TH£ P/JBUC RIGHT (T WA r. PR/OH 1D PERU/T /SS/IAN(F, A CERTIFICA lE (T INS/IRANCE WST [J£ FIi.El) NAAIJN(J TH£ CITY (T CARI.SBAD AS AN A/)/)/T/ONA£ /NSIIR£J) ON THC P£Rl,lfTJEE'S POUCY IN THC MIN!Af/JJI AJ.IOl)NT (T /1,0(J{),000.00 FON EACH OCC/JRRENCE (T lJABllJTr. THE !NS/IRANCE COUPANY Hfi/TINC THE POI.ICY Ml/ST HA'>£ A RAT!Nfl (T ':4-" OH B£TlER ANO A SIZE CAlEGOHY (Ta.ASS V OH B£T7ER AS ESTA/JllSH£lJ BY "BESTS" KEY RAT/Nfl GIii{)£. 5 NO WORI( SHAIJ. B£ COAfMENCEl) 1/NTTt. All f'ERl,lfTS HA IE BEEN OBTAINED FROJI THC CITY AND OTHER APPR(PRIAJE ACENC/ES. 6. R£.rsKW (T THESE Pf.ANS MAY B£ REO/JIRED IF THC PRa>OSED IMPROVEM£NTS AR£ NOT CONSm/JCTED PRIOH 1D THC 0£A/JiJN£ OAJE fT THE /JIPROIEM£NT AC/?ffi/ENT. 7. NO H£'t1Sl(3;S llfl1 B£ l,/,tfJ£ 1D THESE Pt.ANS HllHO/JT TH£ HfilllEN APPROVAL (T TH£ CITY ENGINEER. NOlED HllHIN THE HE'v1SION Bi.OCI(. ON THE APPROPRIA lE SHEET fT TH£ Pf.ANS AND TITIE SHfET. 6. OOGINAL ORAHINGS SHAIJ. BECOME THE PRrY'ERTY (T THE CITY //PON 8EING Sl(;N£J} BY lHE CITY ENGIIEER. .!t THE OH/GINA£ !JRAIHNG SHALL B£ RE.rSED 1D H£FIECT A~B/JLT CONDITIONS BY TH£ ~-(T-1/0RK PR/OH 1D flNAL ACCEPTANCE (T THC ltVRK BY THC CITY 10. ACCESS FON fl/?£ AND OTHER DIERG£NCY '£HICl£S SHA/.L B£ AIAINTA/N£D 7rJ THE PRO.ECT SIJE AT All TIii£$ 0/JR!N(; CONSTH/JCTION. 11. HH£R£ TR£NCH£S AR£ Hf/HIN CITY EAS£MENTS, A SOILS REPa?T COMPRISED IT: (A) SIIMMARY SHEET. (B) l.ABORAlORY WORK SHEETS AND (C) COJIPACTION CVR~ SHALL B£ S/181,1/T7fl) BY A PRfHSSIONAl ENGINEER (T TH£ STAJE (T CAI.JFOHNIA, PR/NC/PALLY IXKNC 8/ISINESS IN TH£ flEl.l) (T APPllEJ) SOILS MECHANICS. THC SOILS REPa?T llfl1 B£ S//81,1/T7fl) 7rJ THC CITY ENGINEFHING INSPEClOR Hf/HIN 1IIO WORK/NC OA I'S (T COMP/.ETION (T flEl.l) TESTS. TH£ ilR/llEN flEl.l) COMPACTION REPa?T(S) SHAIJ. B£ /AfAl£IJ/AlEI.Y S/IBJIIT7fl) 7rJ THE CITY ENC/NEER/NC INSPECTOR //PON COUPl.ETION (T TH£ flEl.l) TESTS. 12. A PRECONSTR/JCTJ(1{ AHllNC SHAL.l BE HEUJ AT THE Sil[ PRIOR TrJ THE BEGINNING cc HQ\'K ANO SHAil BE AUfN()ED BY All RfPRES£NTATT'>ES HESPONS/Blf roe <XWSTT?IICTION, INSPECTION, SIJP£R'ASION, lESllNC AND All Qffl A!i'fCTS lf THE /K,11'1(: TH£ CONmACrrR SHALL SCIEDIJlI THC Mf£7lNC BY CAll/NC THC INSPECTION 1.!N£ AT (760) 438-JB!/I AT LEAST fll£(5) IKY?KING OAl'S PR/OH 7rJ START/NC CONSmllC'nofl APPROIE/J OHA/f!NGS Ml/ST BE AVM'.A9lE PR/OH 7rJ SCHElJlll./NC. 1J All INSP£CllON HEOIJES7S OTHER THAN FQH PRECQNSmllCT1QN AHllNC llfl1 9£ ?ts% 'fta'?Ja~'f&f!frN/Jilfi'1fff; W&RElfifi'l/'f!!P.AI, QN lHE QAY BEFORE lHE INSP£CTJ(1{ IS N£fWJ, INSPECTIONS llfl1 B£ l,/,tfJ£ THC N£KT lltl'ill" OA Y 1/NLESS YOIJ REO/JEST OlHERIIISE. HEO/JESTS MAI)£ AFTER 2.·00 P.1,/. llfl1 B£ SCHEDIJlEJ) FON 1IIO Fllll ltVRK OAl'S lA'!£R. 1• THC O#NEH ANO/OR APPI..ICANT TIIROWH THE /J£',CLOP£H ANO/OH CONJRACTOH SHAIJ. OESIGN, CONSTH/JCT ANO 1,/A/NTAIN All SAFfTY ~ /Na/ID/NC SHOR/Nfl, AND SHAIJ. B£ SrxB. Y RESPONS/Bl.E FON CONFORM/NC 7rJ All LOCAi. STAJE AND FElJERAl SAFETY ANO H(AlJH STANOAROS. lAHS' ANO HEGIK.ATIONS. 15 TH£ CONmACTOH SHALL CONFORl,I ro LABOR COO£ SECTION 6705 BY S/JBJIITTINC A 0£:TAK. Pf.AN 7rJ TH£ CITY ENGIIEER ANO/OR CONCERNED AGENCY SHOHfNC TH£ OESKiN fT SHORING, BHACINfl SI.a'£ OR OTHER PROVISIONS 7rJ B£ l,/,tfJ£ fT HORK£H PRO'!ECTION FROJI THC HAZARD (T C4 'v1NC CRO/JNO DI/RING TH£ Q't.4 V,4 TION fT S/JCH m£NCH OH lR£NCHES OH 0/JR/NC TH£ PIPE INSTAllA TlON THEREIN. lHIS Pf.AN IJ/IST B£ PREPARED FOR All m£NCHES FIi/£ FEET (5') OH MORE IN OEPT/f AND APPROIED BY lHE CITY ENGINEER ANO/OH CONCERNED ArFNCY PRIOH 7rJ £XCA VA TION. F THf PlAN VARB FROM THf SHOR/NC S'(SlE!,I STANQARQS fSTABUSHEQ BY THf CQNSTR/JCTION SA[(TY &ro;'.S: TT11.f 8 CAl.lFCFNIA AOAltNISTT?A TT'rf eta: THf Pl.AN $HAil BEPR£PAR£1J BYA 8£GIS7f9El) fNGIN££R AT 11£ CONTRACT&$ EXPENSE. A CXPY (T THC OSHA Q'CA v.4110N PER/,1/T WST BE S/IBJIIT7fl) 7rJ Tl£ INSPEClOR PRIOR 7rJ £XCA VA TION. 16. F ANY ARCHAf{l,(JGtCAL 8£SQlJRqS ARf lKSCQ',f"R£D lllll{JN ANY 'dYJRK ZONE 0/IRING CONSTH/JCTION. CHEA llQNS llfl1 IIASf IAIQA 7El >: AND lHE PER/,1/llEC llfl1 NOlTY THC CITY ENGINEER. rY'ERATIONS llfl1 NOT RESTART 1/NTTt. lHE PERU/llEC HAS RE<El6J 'ttR/llEN A/JTHOHITY FROM TH£ CITY ENGINEER 7rJ 00 SO. 17. All IY'ERATIONS CONO/JClED ON TH£ S/lE OH AOJACENT lH£RETO, INC/..110/NC WARJIINC /IP, REPAIR, ARRIVAi., OEPART/JRE OH rPERA TION fT lHIICl(S, EARlHJIOVINC E0/1/PAfENT, CONSm/JCTION EQIJ/PMENT ANO ANY OlHER ASSOCIAlED CRAO/NC EOIJ/PIENT SHAIJ. B£ U/,1/lED 1D TH£ PERIOD B£l',IE£N 7.·00 A.I,/. AND SIJNSET EACH OAY, 1,/0NOAY lHROi/GH FRH)AY AND NO EARlHIJOl-fNG OH (;RAO/NC rY'ERATIONS SHAU B£ COND/JClED ON llffKENOS OH HOI.IOA IS (A UST (T CITY HOLIOA I'S IS A 1(,4.(AlU" AT THC ENGINEER/NC OEPARTIENf CO/JN'!£R.) 16. All fYF'.-H HA(I. ROI/TFS SHAll BE S/JBU/17ED BY THE CQNT8ACTOR 112 1}{{ CITY fNGIN££B FOR APPROVAL 00 flJll {+OO(INC DA ts PRIQH TrJ B£CINNINC lf /K,11'1(: THE CQN'll/ACTOH SHAil BE RESPONS/81.E FOR ANY {){89IS & DA/IAvf OCC/JRRINC ALONC TH£ HA/JI. ROI/TC ON ADJACENT STRE(TS AS A H£SIA. T CC TH£ GIIA()IN(l CHEA llON. 1.!t NO Bi.AST/NG SHALL B£ COMAf£NCB) HllHO/JT A CITY ENGINEER APPROl6J Bi.AST/NC PROGRAI,/. 20. TH£ EX/SlENCE AND LOCATION (T 1/TI/JTY sm/JCTIJRES AND FACIUTES SHOMI ON THC CONSm/JC110N Pf.ANS HCflC OBTA/NBJ BY A SEARCH (T THC AVALABi.£ REca?OS. A llEN110N IS CAliED 7rJ TH£ POSS/Bl.£ EX!SlENCE (T OlHER 1/TllJTY FAC/l/7ES OH STR/JCT/JR£5 NOT SHOM/ OH IN A LOCATION Olfm?£NT FROJI THAT SHOM/ ON TH£ Pt.ANS. Tl£ CONmACTOH IS REOIJIRED 7rJ TAKE 0/IE PREt.41/TIONARY JIEASURES 7rJ PROlECT THC IITIUTES SHOM/ ON THE Pf.ANS AND ANY OTHER EXIST/NC FAC/l/TIES OH Sm/JCT/JH£S NOT SHOHN. 21. THC CONmACTOH SHALL IERIFY TH£ lOCA 110N fT All £)(1ST!NC FAC/l/TIES (ABOIEGROi/ND ANO 1/NOERCROIINO) HflHIN THC PRO..CCT SllE S/JFFlCIENll Y AH£A/) (T THC CONSm/JC110N 7() PERJIIT THC R£V/SIONS (T THC CONSm/JCTION Pf.ANS IF IT IS FOl)ND !HAT lH£ ACT/JAL LOCATIONS ARC IN CONFUCT 'MT/f THE PROPOSED Ht¥i'K: 22. TH£ CONmACTOR SHALL NOlTY AFFEClED 1/lll.lTY COJIPANIES (SEE !JB.OW} AT /EAST 1IIO Fllll JK»<ING OA I'S PR/OH 1D START/NC CONSm/JCTION NEAR !HEIR FAC/l/TES AND SHALL COOROINAJE WORK HIT!f A COl,IPANY REPRESENTATIVE. IINOfRGROIJND SER.re£ A/.£RT SOCM PACIFIC BEU AOE/.PHIA CA81.£ COW/IN/CATIONS COX COMM/IN/CATIONS CITY (T CARLSBAD (STREETS ANO STOOi !JRAIN) CITY (T CARI.SBAD (S£JIER. WA lER ct R£C'1f:l.£/J WA lER) OA/.£ lH/IRl,/AN (T KINDER AlfX?CAN £Nt:RGY PARTNERS (10" ct 16" HP FIJ£l. l.1NES} 1-(800)--122--IIJJ 1-(800):--660--7.Jll 1--{800)-892-012.J 1--(760) 438-17-11 t----(760) 806-9809 1--(16()) -01-2980 1--(160) 438-2722 1-(619) 28.1-651I !THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY! DRAWING FILE NAME: 209-(475-2C)-TI1LE-01_C U.S.A. I. 000209 8-14-12 RT, CARLSBAD TRACT NO. C. T. 08-03 LA COSTA TOWN SQUARE RESIDENTIAL PROJECT LOCATION ASSESSOR'S PARCEl. No. 22.1-060-32 Tl£ CAI.JFORN/A COORIJINA lE INDEX (T THIS PRO.ECT IS J.J4N-16!/5£ (CCS 27} LEGAL DESCRIP T/ON PARCEl. 2 fT CARLSBAD MINON SIJBO/V!S/ON O,l-08, ACCOROINC 7rJ PARCEl. MAP NO.-=--IN TH£ CITY fT CARI.SB,44 CO/JNTY (TSAN OIEGtl STAJE (T CAI.JFOHNIA. BASIS OF BEARINGS lH£ BASIS fT BEARINGS FON lH/S S/IRIEY IS THC CALIFORNIA COOROINA lE SYSlE11 -11/8.1, ZONC I( 1!/1/1..15 EPOCH, NORlH AMERICAN OA T/JJI (T 198.J (NAO&JJ (;Rf!} B£AR/NCS B£THEEN STATION 10 AND STA TlON 11 AS SAID COORO/NATES ARC Pl/Bl/SHED IN lH£ CITY (T CARLSBAD S/IRIEY CONmOI. NmKJRI( ESTABllSH£l) BY R£<XRI) (T S/JRIEY No. 11271. FIi.El) IN THE OFF1CC (T THE SAN 0/E(;(} CO/JNTY HECOROEH ON FEBRIJARY 4 2002. lE.. N5T27'Jl"E SOURCE OF TOPOGRAPHY T<Y'OGRAPHY SHOM/ ON THESE Pf.AN WAS GENERA lED BY AERIAL PHOTXRAPHY Nrx?MATION CATHER£JJ ON APRIL 14 2007 BY TOHfl.l AERIAL SIIRIE/S TOPOGHAPHY SHOMI H£RfON COIF&IJS 7rJ NA 110NAI. 1,/AP ACC/11/ACY STANDARDS. REFERENCE ORA WINGS ORAIHNG NO. 222-1 IMPROIEACNT (T LA COSTA A 'ti: ct 1/ANCHO SANTA ff RO. OHAIHNG NO. 176-2 IAIPROIOIENTS FON RANCHO SANTA ff RO. OHAIWNC NO. 397-I IUPROIEACNTS FON PASCO LI/PINO ORAllfNfl NO. 368-2 RANCHO SANTA ff RD. ORAIHNG NO. 397-18 lA COSTA AVE. SHEETS .J ct -I (T 15 PER OIJl#D S0-001-46-1-01 ORA/lfNG NO. 40//-,f/l STRIPING AND SIGNINC3a 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. The contractor is responsible for installation of all signing and striping. All signing, striping and pavement markings shall conform to the California Manual an Uniform Trafflc Control Devices (Latest Version), The Caltrans Standard Speciflcatians (2006 or latest version thereof), these plans and the Special Provisions. All signing and striping Is sub Ject ta the approval of the Transportation Director or his representative, prior ta lnstallatlon. Any deviation from these signing and striping plans shall be approved by the Engineer of Wark and Transportation Director prior ta any change In the fleld. All striping shall be reflective per Caitrans speciflcatlan. Striping shall be repainted two weeks after initial painting. All slgnage shall be reflective per ASlM designation D4956 and shall use twe IV prismatic reflective sheeting (High Intensity Prismatic or equal) unless otherwise specified. Prior to final acceptance of street improvements, all street striping and markings within a 500' perimeter of the construction project will be restored to a "like new• condition, In manner meeting the approval of the City Inspector. Exact location of striping and stop limit lines shall be approved by the Public Works Director or his representative prior to installation. Contractor shall remove all conflicting painted lines, markings and pavement legends by grinding. Debris shall be promptly removed by the contractor. All pavement legends shall be the latest version of the Caitrans stencns. Limit lines and crosswalks shall be field located. Crosswalks shall have 10' inside dimension unless otherwise specifled. All crosswalks, limit lines, stop bars, pavement arrows and pavement legends shall be thermoplastic unless otherwise specified. Fire h~rant l)avement markers shall qanfarm to the Californlo Manual on Uniform Traffic Control Devices (Latest Version), and San Diego Regional Standard Drawing M-10. All median noses and flares shall be painted yellow. All slgrs shall standard size 011. shown in the California manual an Uniform Traffic Contra Devices (Latest Version) unless otherwise specified. H CITY Of' OCEANSIDE HIGHWAY '18 PACIFIC OCEAN CITY Of' ENCINITAS VICINITY MAP NO SCALE CITY OF' VISTA CITY OF' SAN MARCOS WORK TO BE DONE: The improvements consist of the following work to be done according to thl1 plan and: 1. The City of Carlsbad Special Provisions. 2. California Dept of Transportation Standard Specifications (latest revision thereof). 3. California Dept of Transportation Standard Plana (latest revision thereof). 4. California Manual on Unifonn Traffic Control Device, (h,_!est Version) 5. Standard Specificatlona for Public Worka Construction (latest revision thereof). 6. San Diego County Regional Standard Drawing (latest revision thereof). LEGEND DESCRIPTION/ LEGEND QUANTITY TRAFFIC Sl(;NAlS C C8J ◄ 13 D Cl 0 ◄ t I 0 I- J.IOOil. 2070--ATC CONTROi.J.£R IN TYPE .JJJ CABINET TYPE II-BF SfRVICE SfRVICE POINT Pllll BOX {SIZE ON PLAN OR IN NOTES) TRAFFIC SIGN'-1.. smar UCHT POI.£ 12• SIGNAi. fl£AI) ~ r,r;J WITH B4CKPf.AlE 12" TRAFFIC SIGNAi. fl£AI) (R-t~G.f) WITH B4CKPI.AJE /££IES1l?J4N /CAO LOOP OFJECTION /.1NO OFJECTION ZONE l-1N/J OFJECTION OWERA £V.P.£ OFJECTOR SIGN l/lM/N4/R£ CONO/JIT (SIZE ON Pf.AN OR IN NOTES} .2-EACH DECLARAllON OF RESPONSIBLE CHARGE I HEREBY OEaARE THAT I AJI TH£ ENGINEER (T WORK FON THIS PRO.EC,; !HAT I HA IE EXERCISED RESPONS/Bi.E CHARCE 01£11 TH£ OESIGN ON THC PRO.ECT AS OE.FINE!) IN SECTION 670.J CF TH£ Bl/SUESS ANO PR(YESSIONS CIXf; AND THAT Tl£ OESKiN IS CONS!SlENT /IIT!f C/IRHENT STANDAROS. / IINOERSTAND THAT TH£ CHECK fT PRO.ECT ORAHINGS ANO SPECIF/CATIONS BY TH£ CITY (T CARI.SBAO DOES NOT REI.IE'.£ M£, AS £NGINE£R (T ~ (T 1,/Y H£SPONS/BI/J7ES FOR PRO.ECT OES/CH. IIRBAN SYSlEMS A.s:%\'JA ~ INC. "54/1 K!ARNY .rllA ROAD /J06 SAN OIEGtl CAI.JFORNIA 9212.J (858) 56()---191I ~ ~ ;AlE:l(a!#?- ANDREW SCHI.AEFl.J ---~., ___ T.£ Na Of/JO EXP. 06/)0/11 , 16. 17. 18. 19. Sign pasts shall be square perforated steel tubing with breakaway base per San Diego Regional Standard Drawing M-45. fsHml l CITY OF CARLSBAD 11 SHEETS I t----+-----l---------------;--------;---t-----;-----; L__!____J _ ENGINEERING DEPARlMENT . J f---t----+----------------+----t----+----+------i When a sign Is attached ta a pole, it shall be mounted using a standard City of Carlsbad approved mounting bracket with straps. Existing signs removed by the contractor shall be dellvered by the contractor to the City of Carlsbad Public Works Yard at 405 Oak Avenue. All signs shown on these plans shall be new signs provided and installed by the contractor except those signs specifically shown as existing to be relocated or to remain. [ PLOT DATE: 9-21-12 (Mylar) ] VIDEO BY: O'DAY CONSULTANTS BAN SYSTEMS ASSOCIATES, INC. 4540 K£ARNr VILLA ROAD, SU/TC 106 SAN ./)/EGO, CA s2,2~, (85~) 56D-49tt © DA TE INITIAL ENGINEER CJ' WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLAN FOR: LA COSTA AVENUE AND CAMINO DE LOS COCHES APPROVED: SENIOR CIVIL DWN BY: CHKD BY-: -C,~\ pc--r• RVWD BY: PROJECT NO. C.T. 08-03 DRAWING NO. 475-2C LEGEND '"• -TYPE VII (L) ARROW PER CALTRANS STANDARD PLANS (THERMOPLASTIC). $• -TYPE VII (R) ARROW PER CALTRANS STANDARD PLANS (lHERMOPLASTIC). ; _ TYPE IV {Ll) ARROW PER CALTRANS STANDARD PLANS (lHERMOPLASTIC). "'l, = TYPE IV {Rl) ARROW PER CALTRANS STANDARD PLANS (lHERMOPLASTIC). • = TYPE I ARROW PER CALTRANS STANDARD PLANS {THERMOPLASTIC). [D ,-___. = 1§1 = lfil "' ~ = (RL) = ~ = .2" = = = .,,. "' J> --, = bj .~ = ► = NOTES• BEGIN DETAIL PER CALTRANS STANDARD PLANS. END DETAIL PER CALTRANS STANDARD PLANS. 12" SOLID 'M-IITE LINE (X-WALI< OR LIMIT LINE) PER CALTRANS STANDARD PLANS. (THERMOPLASTIC) BIKE LANE PAVEMENT LEGEND PER CALTRANS STANDARD PLANS (A24E). SIGNAL AHEAD PAVEMENT LEGEND PER CALTRANS STANDARD PLANS (A24D). REMOVE AND SALVAGE. REMOVE AND RELOCATE REMOVE AND RESET RELOCATED SIGN EXISTING TYPE IV (LT) ARROW EXISTING TYPE IV (RT) ARROW EXISTING STOP AHEAD PAVEMENT MARKING EXISTING BIKE LANE LEGEND EXISTING SIGN 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAF,FIC CONTROL DEVICES (LA TEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION) FOR lHE SELECTION OF THE MOST APPROPRIATE DEVICES AND lHEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. TI lHROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED MAY 20i~ SHALL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL 5. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 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 HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PRO.t:CT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAi.. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. !THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING WORK ONLY! DRAWING FlLE NAME:209-(475-2C)-PD-01_C U.S.A. 1.000209 8-14-12 RT EXISTING STRIPING AND SIGNING PER DRAWING NO. 409-4E SHEET 3 EXISTING EXISTING RIGHT LANE MUST TURN RIGHT R 78 (CA) EXISTING ~ STOPP.NG ANY R26(S)(CA) W1-2a ® = SIGNALIZED INTERSECTION [ PLOT DATE: 9-21-12 (Mylar) ] EXISTING BIKE LANE R7-9a EXISTING I BEGIN I R81 A(CA) ,., .. EXISTING !<=>I W1-7 EXISTING 0 OM1-3 YELLOW REFLECTIVE SHEETING ---- W3-1 36"X36" A vi W3-3 SCALE: 1 • = 40' 0 20 40 O'DAY CONSULTANTS mooeo ~ ,TRIPING AND SIGNING DESIGN BY: LIJ, ,,I;' /U9\ll.URBAN SYSTEMS ASSOCIATES, INC. NOTES• OJ -GRIND EXISTING CONFLICTING STRIPING. \ EXISTING DO NOl PASS R4-1 EXISTING ® BIKE LANE I-U-9 □ EXISTING I [ND I R81B(CA) ~ EXISTING ------------ ~ W11-1 EXISTING SHA~[ THE ROAD W16-1 ~- ---- - ,, AS BUILT" B~---------------ANDREW P. SCHLAEfU T.E. 930 DATE REGISTRATION EXPIRES: REVIEWED BY: B~---------------INSPECTOR DATE SIGNING AND STRIPING PLAN FOR: LA COSTA AVENUE ANO CAMINO 0£ LOS COCHES @IP..!:[ ~ & ~ 4!U0 K£Al1NY VILLA 1/0AO, SUIT£ f 06 • ~\t_.,,~ Ff' /,M~,~sA~N~o,~mo, CA •212""5, ;;:(a;,;;saJ;:cs-•a-4911 © APPROVED~ JI 7A;_ "'ill,J/ GLEN K v,7,liiSKI ..,,Ii OF cw,r% ~ 11 . SENIOR c1V1L'ENG1NEER rE 41;; iXP1REs 3131113 oA z. "'-~ -~/f~Jt!t10 rf/47/4, 1-----+--1-----------------1-----l---l------+-------I OWN 13Y: PROJECT NO. DRAWING NO. .-~ ~ 7/ ,._ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:---cit"''f:~- ANDR[W P. SCHlAEFU -r.r. /930 DATE ENGINEER OF woRK REVISION DESCRIPTION OTHER APPROVAL c1rv APPROVAL Rvwo BY: C. T. 08-03 475-2C C N~ Ci1 0~ .,, "' WU, I N n POLE SCHEDULE PHASE DIAGRAM WORK TO BE DONE: STANDARD PLACEMENT SIGNAL MOUNTING PEDESTRIAN DETAIL 'B' The improvements consist of the following work to be done according to thi1 plan and: 1. The City of Carlsbad Special Provisions. LUMINAIRE NO. TYPE HGT, SIG, M, A, LUM, M.A. INDUCTION A/B C VEHICLE 0 19-4-100 30' 30' 15' 15011 12' 4' 2-MAS SV-1-T ® 1-D 10' ---11' 4' -TV-1-T © 15TS 30' -15' 15011 17' 5' -- ® 1-D 10' ---12' 5' -TV-2-TB © 26-4-100 30' 35' 15' 15011 STA. 4' 2-MAS SV-2-TB 144+39 ® 19-4-100 30' 30' 15' 15011 STA, 4' 2-MAS SV-2-TB 145+25 PUSH BUTTON SIGNAL TYPE PHASE QUAD SP-I-T ADA 8 II SP-I-T ADA 2 N SP-1-T ADA 2 N SP-1-T ADA 8 E SP-1-T ADA 8 E SP-1-T ADA 8 E SNS REMARKS C!lMlno Del LDS Coches - -- -- -- C!lMlno Del LDS Coches - La Costa Ave - ' NO U TIJRN R73-3(CA) 24"X24" ~ R3-4 R3-18 1 2 J 4 -,--,_ -----UNUSED UNUSED 5 6 7 8 --l1(l ,_ UNUSED UNUSED Fl.ASHING OPERATION SHALL BE RED IN AU. PHASES. STREET NAME SIGNS LDCA TI□Nl @ I, © [cnMino De Los Coche~ LIJCATI□N• ® I Ln Costa. Ave J 2. California Dept. of Transportation Standard Specillcatlon1 (latest revision thereof). J. Callfornla Dept. of Transportation Standard Plans (latest revision thereof). 4. California Manual on Uniform Traffic Control Devices (latest V8f'sion) 5. Standard Specification1 for Public Work1 Construction (latest revision thE1reof). 8. San Diego County Regional Standard Drawing (latest revision thereof). NOTE: IF 1HIS TRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) 'r!AR OF CITY APPROVAL. PLANS MUST BE RESUBMITIED FOR PLAN CHECK 90 (NINETY) DAYS IN ADVANCE OF BEGIN CONSTRUCTION DA 1E. NO WORK SHALL BEGIN ON 1HE TRAFFIC SIGNAL W11HOUT PRIOR WRITTEN APPROVAL BY THE TRANSPORTATION DIRECTOR. INSTALL 2" ADA PEDESTRIAN PUSH BUTTON PER CITY OF CARLSBAD SPECIFICATION, (1) 5-SECTION SIGNAL HEADS PER DETAIL 'A' ALL EQUIPMENT IS NEIi UNLESS OTHERWISE SPECIFIED, PHASE SEQUENCE CONDUCTOR SCHEDULE COND CONDUIT RUN & & /J\ I& I&. I& 1£ GENERAL NOTES: 1. The locotion of all underground utUities on these plans is approximote. The contractor shall determine the depth of all utllltles, including those not shown on this plan, and verify all job site conditions. 2. The contractor shall obtain all necessary permits and notify all utility agencies at least 48 hours In advance of construction. 3. All new pull boxes and covers shall be concrete unless otherwise shown. Pull box covers I shall be marked with lRAf'FIC SIGNAL • All pull boxes shall be No. 5 unless otherwise specified. Pull boxes spacing shall be 200 ft. 4. All conduit shall be 3" unless otherwise specified. 5. All traffic signal pole foundations shall have a 3" conduit installed to the adjacent No. 5 pull box. The controller foundation shall have o spare 3" conduit stubbed out to the adjacent No. 6 pull box for future use. 6. All new loop detectors to be Type E • Loop detectors shall be 8' diameter and positioned In the center of lane unless otherwise shown. Loops shall be sealed using hot-melt rubberized asphalt sealant per Caltrans specifications. See Caltrans Standard Plans ES-5A and ES-5B for detector legends and details. 7. All signal heads shall be 12" In diameter with bock plates. All red, yellow, green and pedestrian signal indications shall be L.E.D. B. Pedestrian heads and push button signs shall be international s1.11bols. Pedestrian signals shall be 18"x18" L.E.D. countdown Indications and shall feature incandescent look". Pedestrian push buttons shall be 2" ADA. 9. Safety lighting shall be 20,600 pupn lumen high efficiency Induction lighting. The induction lamp shall be 150W, featue a color temperature of 5,000K and be rated at 100,000 hours. (US LIGHTING TECH JERSEY SERIES HA-120V/277V-150W-5K-F6 or approved equal). Luminaire shall have type IV P.E.C. 1 O. Anchor bolt nut covers shall be provided for all standards. 11. Sign panels for the non Illuminated street name signs shall be fabricated using prismatic lens sheeting (Diamond-grade or equivalent) and shall not exceed 8' (width) and 18" (height) unless otherwise approved. Lettering on street name signs shall be 8" upper case and 6" lower case In clearvlew font. 12. The contractor shall be responsible for the layout and installatlon of loop detectors, traffic striping, pavement markings and legends, parking removal and traffic signing shown on these plans. All traffic strlplni and markings within an 500 foot perimeter of construction project ?hall be restored to a like new" condition, In a manner meeting the approval of the City inspector. 13. The contractor shall obtain approval of the Transportation Director or his representative for the loop detector locations prior ta cutting and the locations of the striping, pavement markings and legends, parking removal and signing prior to painting and installation. 14. The contractor shall be responsible for the removal of all conflicting striping and pavement markings by grinding. 15. The contractor shall not erect any signal standard more than two weeks prior to the scheduled traffic signal turn-on unless approved by the Transportation Director or his representative. 16. Flashing signal operation shall be red on all phases. Pedestrian signals shall be blank during flashing operations. 17. All traffic signal improvements shall be installed in coordination with the signing and striping contractor. 18. The contractor shall be responsible for any monumentatlon and/or benchmarks which are disturbed or destroyed by construction. Such points shall be referenced and replaced with appropriate monumentatlon by a licensed land surveyor or registered clvll engineer authorized to practice land surve}'ing. A corner record or record of survey, as appropriate, shall be ffled by the licensed land surveyor or registered civil engineer as required by the Land Surveyor's Act. 19. Limit lines and crosswalks shall be field located. 20. Testing of control equipment and cabinet wiring shall be accomplished at a facility designated by the City of Carlsbad. The contractor shall deliver and pick-up equipment. 21. The conductor schedule Is furnished as an Installation guide only. It shall be the contractor's responsibility to provide the correct conductors required for Intended operation. 22. The contractor shall coordinate service details and scheduling with SDG&E and pay the required fees for service connections. 23. All salvaged equipment shall become the property of the contractor. 24. Developer shall work with city to provide intellegent transportation system (ITS) improvements per the conditions of approval for the project. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE 1HA T I AM ENGINEER OF WORK FOR TRAFFIC SIGNAL PLANS FOR 1HIS PRO.ECT 1HAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF PRO.ECT AS DEflNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND 1HAT THE DESIGN IS CONSISTI:NT Wl1H CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRO.ECT DRAWINGS AND SPECIFICATIONS BY 1HE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY ANO DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PRO.ECT DESIGN. DATE !lHIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY! FILE NAME: 209-(475-2C}-E-0I_C U.S.A./. 000309 8-14-12 RT, MV STA 144+39 !!]VIDEO C ERA J --~i -_:=----.;----f~~®::.'::,~~----~~-; ~ :_R---"~=--~~~-\ _J CROSSWALK 5' I I -.I t t 11' 12· i]JvrDEO CAMERA 2 ------R]J-3 4 ,-..._ -.--------~ CROSSWALK LAYOUT a:_ -+------<:;_"-> --:le'-i-'t--H DETAIL "A" POLE LOCATION 48" CLEAR SIDEWALK SHALL BE PROVIDED PER ADA. ECR1---~ A ~B CC~ 5 [D EXACT LOCATION BY ENGINEER IN 1HE FIELD CONSTRUCTION NOTES: --- ~ z~,7 1-_J ....._ ____ _ 5' OJ INSTALL TYPE 2070-ATC CONTROLLER IN MODEL 333 ALUMINUM CABINET INCLUDING 1HE NECESSARY COMPONENTS AND ACCESSORIES TO PROVIDE 1HE PHASING AND OPERATION SHOWN ON THIS PLAN. 1HE CONTROLLER UNIT SHALL BE EQUIPPED Wl1H THE FOLLOWINGS: • TYPE OMNI EX INlERSECTION CONTROL PROGRAM SOFlWARE • ACTELIS 688 SWITCH CURB~' I RW / I ' ' : • MODEL 764 MULTI READ PHASE SELECTOR. • EDI MODEL 201DECUP OONAJCT MONITOR UNIT • llERIS eACCESS COMMUNICATION MODULE • AN UNIN TERRUPTIBLE POY,ER SYSTEM (UPS) SHALL BE INSTALLED IN 1HE CONTROLLER CABINET. THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INlERSECTIONS USING RED LED SIGNAL INOICA TIONS TO CONTROLLER WITH ETHERNET COMMUNICATIONS MODULE. CABINET DOOR SHALL BE EQUIPPED Wl1H A BEST COMPANY LOCK CORE AND LOCK. [il INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE 50-1P, 120V SIGNAL MElERED CIRCUIT BREAKER, 15A-1P ANO JOA-2P, 240V LIGHTING UNMElERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CAL TRANS SPECIFICATIONS. I}] INSTALL SINGLE CHANNEL E. V.P.E. DETECTOR UNIT (OPTICOM MODEL 711 OR APPROVED EQUAL) WITH ETHERNET COMMUNICATIONS MODULE. CONTRACTOR SHALL FURNISH ANO INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL 01HER HARDWARE NECESSARY. SEE DETAIL 1HIS SHEET. [Ij INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL •u•. SIGN TYPE AS N01ED ON PLAN. m INSTALL VIDEO DEJECTION SYSJEM (llERIS VANTAGE VECTOR) TO PROVIDE VEHICLE AND BICYCLE DEJECTION FOR ALL APPROACHES, INCLUDING VIDEO DEJECTION PROCESSORS AND VIDEO MONITOR IN 1HE CONTROLLER CABINET. VIDEO DE1ECTION CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DEJECTION SOFTWARE SHALL BE LA TEST VERSION. II] FURNISH AND INSTALi. NON-ILLUMINAJEO MAST ARM MOUNJED STREET NAME SIGN SIGNS AS FOLLOWS: ( SEE DETAIL "B•) LOCATION @© Camino De Las Caches LOCATION ® La Costa Ava (z] CONTRACTOR TO VERIFY SERVICE LOCATION Wl1H SAN DIEGO GAS & ELECTRIC CO. ~ VIDEO DEJECTION CAMERA SHALL BE INSTALLED ON SIGNAL MAST ARM USING A MANUFATURER-APPROVED RISER (PELCO •ASTRO BRAC" BRACKET WITH 74• RISER") MOUNTED ON 1HE BACK SIDE OF 1HE SIGNAL MAST ARM AS SHOWN ON 1HE PLANS. (!] REMOVE AND SALVAGf. EXISTING STREET LIGHT I I ' ! I i , i ' I I ' I j j I I ' I i / I ! 28' 1116 E\IPE 1118 145 1118 STA 145+ ~®-;-~-:cu~~:B\:_:i'r:-~~~>=-~-~-=::-~,tC=::~1~.:-_-_--~~: --------------- 1z2-2r] - 7 5' I ZJ-2 I I --,11 VAR. ---_ _J__ -~ ~ ---146 7 ___« Ill 1 O' I Z4-2I ,,.. -- - -_J ---- -VIDEO CAMERA 1 I!) 4 R3-18 VAR • 6' LA COSTA AVE. 2" C, PER SDG&E REQUIREMENTS SP(I] I AB-121 ASTRO MINI-BRAC OR EQUAL I ~----- SCAL£· 1•=20' 0 10 20 E. V.P.E. DETECTOR MOUNTING DETAIL NO SCALE SIZE THW CONDUIT SIZE 3• 4• 3• 2-3 3• 2-J' 2-J' LOCATION A /--Vi 'l-'l-½ V, LOCATION B 'l-/-'l--/ -/ -v .. 1/1 LOCATION C 7-7-'l-::;;,--: 1/ 1/_ 1_/_ ~ LOCATION D 'l-/-1/ 1_✓, 1_✓, Vi Vi ~ f.J LOCATION E V2 1/2 'l--/ 1"1/'.'. v~ 1/2 tJ l\i LOCATION F Y-Yi "1/'.'. ::;;,--: "1/'.'. v .. Vi .... LOCATION G 1/-'l-'1/"_ 'l. "1/"_ 'l. -/ LOCATION ® y_ 1/-/--I "1/'.'. "1/'.'. "1/'.'. 7- TOTAL V2 11/J V, 1_,-, V, ½ 6-/4 VIDEO CAMERA f1 --, --1 1 VIDEO CAMERA #2 1 1 ---1 1 COAX VIDEO CAMERA #3 1 1 1 CABLE ----• VIDEO CAMERA 14 ------- TOTAL 1 2 1 --3 3 VIDEO CAMERA #1 --1 --1 1 POWER VIDEO CAMERA #2 1 1 ---1 1 3/f18 VIDEO CAMERA #3 -1 ---1 1 CABLE VIDEO CAMERA #4 ------- TOTAL 1 2 1 --3 J LOOP DLC 1n ---2 2 2 2 DLC LOOP DLC lil4 ------- TYPE LOOP DLC lil6 -2 ---2 2 B LOOP DLC lil8 ------- TOTAL -2 -2 2 4 4 E. V.P.E. 1 2 1 --3 3 #8 LIGHTING 2 2 2 2 2 2 - #8 GROUND 1 1 1 , , , 1 IJ6 SERVICE ------- 110 VIDEO SERVICE ------- 00iNlERCONNECT CABLE (SIC ---, 1 1 1 ■ BELDEN 8281 (VIDEO DETECTION) OR APPROVED EQUAL. • • 6 PAIR 1/20 INTERCONNECT CABLE (SIC) DETECTOR ASSIGNMENT I 3M "OPTICOM" DETECTOR OR EQUAL MAST ARM STAINLESS STEEL BAND DET 'PHASE' SLOT I FIELD TERMINAL I • TBU , 1211 '"D ""~' 11 TBD , 12L VIDE INPUT TBD 8 J2U ~g~ fNu• TBu JJU INPU TBD 11U VIDEO INPU re .. J " VIDEO INPUT PPB 112U T8 -4 & u•u K PPB 11 T8 -A & COM 9 EVA 2 J12U T9 4 & CO ~ 1+0 J12L TQ -~ -,-w EVD 8 J13L T9 8 & CO ttASH~'" 114U TB -1n & CO 12 "AS BUILT" BY: -==c-:--::,.....-:-=::c-:-c:=-:--=-=-==---:-=,...,...,.-...,,.-= ANDREW P. SCHLAEFU R.C.E. 15964 DATE REGISlRA TION EXPIRES: REVIEWED BY: BY: _______________ _ INSPECTOR DAlE fsHml I CITY OF CARLSBAD I [ 51iEETS I 1-----+--~--------------+---+--1-----+--------i l___l_J _ ENGINEERING DEPARlMENT . 3 1-----if----+----------------+----if----+---+------l [ PLOT DATE: 9-21-12 (Mylar) ] VIDED BY: O'DAY CONSULTANTS TRAFFIC SIGNAL DESIGN BY: RBAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUITE 106 -OI SAN Dl[GO, CA 9212.J, (858) 560-4911 © ' , ,, 't-J~,}l., ANDREW P. SCHLAEFU -R.C .• /15964 DAT[ DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEM AT: LA COSTA AVENUE ANO CAAi/NO 0£ LOS COCHES GLEN K VA PESKI ~ II IS-/'Z. SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3 31 13 DATE DWN BY: DATE INITIAL DATE INITIAL CHKD BY_:----I 011-IER APPROVAL CITY APPROVAL RVWD BY: :t>f!> PROJECT NO. C.T. 08-03 DRAWING NO. 475-2C C wi 0~ .,, " w (If I N n