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HomeMy WebLinkAboutDWG 407-6B; CT 01-04; CALAVERA HILLS VILLAGE U TRAFFIC SIGNAL; 01-04GENERAL NOTES 1. THIS PUN SllPERSEDES All. 01H£lf /It.ANS Pff£',fWSt, Y A/JPRO',£/J BY THE CITY OF CAlll1i8AD /?£CAROii((; MIPROlfJENTS SHOIIN ON THIS scr OF PLANS. 1. APPROVAL Of' THIS Pt.AN OO£S NOT l.tSS£N OR WA/IC ANY PfRTION OF THE CARLSBAD IIUNICIPAl COO£. liES(}l/J'flON OF CONOITIONAl APPROVAl.. CITY STANOAROS OR OTHER AOOllTONAl IXJCt.MIENTS LISTED HEREON AS THEY MAY PERTAIN ro THIS PROECT. TH£ E.NCIN££R IN RESPONSl8lE CHARCE SHAU HElfSC 1HES£ Pl.ANS IIHEN NON-CONFORMANCE IS OISCOl'ERED. .I CITY AA"R'OVAl Of' PUNS OO£S NOT REll£IIE THE /J£1£1.0PER OR ENGIIEE1t- OF-IKJRK FROM R£SPONS/BliJTY FrJR THE CORRECTlON Of' ERROI/S AND OltflSS/ONS /JISCO',£RB} 0/JIIINC CONS11it/C110N. All. Pi.AN RflfSIONS SHALJ. BE PROIIPTLY S/JBMITTED ro THE CITY £NQN£E1/ FrJR APPROVAL 4 A RfCHT-Of'-WA Y PERMIT FROM THE CITY lNGlflFE'R llft.l. /JC R«l/J/fftO f'OR ANY IIDRK IN THE PIJBlJC Rl6HT Of' WAY. PRIOR TO PERMIT ISSIJANC£, A CB?TTFICATF OF INSUHANCE wsr 8£ FllEO NAM/NC THE CITY OF CWSBAD AS AN AOOl7TONAL fNSIJR£1) ON THE PEWlnrr'S POUCY IN THE IIINMIIJM AMO/INT OF lf,IJ(J(),000.00 FrJR EACH OCC/JRR£NC£ OF UAfJfl/TY. U/f./NSl.l8ANCE ~gyi,~11Ev1ftg~t4&1'f&t:UI 5 NO IIDRK SHAll. BE COWENC£O 1/NTfl. All. PERMITS HA',£ BEEN OBTAINED fROM TH£ CITY AND OTHER APPROPRIATF ACENCIES. I. RElfS/ON OF 1HES£ Pt.ANS MAY 8£ REf)IJIRE1) F TH£ PRa'OSED /IIPflO',DENTS AR£ NOT CONS11it/CTEO PRIOR ro THE ll£Alll.lNE OATF OF THE IMPHO'rSIENT ACRmlENT. 7. NO H£lfSfONS llft.l. BE MAO£ TO THESE PUNS I/ITHOIIT THE IIIRIT"fEN APPROVAL OF TH£ CITY ENG/NEEH, NOTED l/l1HIN THE /?£'4SION Bt.OCK, ON THE APPROPRIATE SH£U OF THE PUNS ANO TlTLE SHEET. 4 ORIGINAL DRAIIINas SHALJ. 8£COII£ THE PROPERTY OF THE CITY I/PON llllNG Sl6N£O BY THE CITY EJICIN£ER. t THE ORIG'INAl DRAIIINC SHA/.1 /JC /f£lfSlD TO /?£FZECT AS-IJ/Jl.T CONOITTONS BY THE E.NCIN££R-OF-IIDRK PRIOR TO FINAL ACCEPTANCE OF TH£ IKJRK BY THE CITY 1Q ACCl'SS FrJR FIR£ AND OTHER lll£1NJENCY ',£HJQ,£S SHAil. BE MAINT'AJN£D TO THE PROECr SITE Ar All. TlllES 0//RING CONS11it/CTTON. 11. tlHER£ 1R£NCH£S AR£ I/ITHIN CITY l'ASDIENTS, A S0/1.S Rl'POHT COIIPRISED Of': (A) S/JMMARY SHEET, (8) l.ABORA TORY IKJRK SHEETS ANO (C) COMPACTION am~ SHA/.1 BE stJBIRrTED BY A PROFCSSIONA/. ENCINl'tJ/ OF 1Hl' STA 1F OF CAllFrJRNIA, PRINCIPAll Y DOING 8/JSINl'SS IN TH£ FTl'l.l) OF APPt.!£0 S0/1.S MECHANICS. 1HE S7((5 RfPQQT llflt Rf WfWIT1F1I ro lHf ()TYENflNf[Rt{C INSP£CTQ8 tlf1HIN TIIQ U'fNC QA~ Of CQIIPl£11QN Of F1£lJ} TfS'{S. THE lliRIT"fEN FTl'l.l) COMPACTTON HEPORT(S} SHALL BE II/Ml'OIATFI. y S/181,1/TIEO ro THE CITY ENC/NEERING INSPECTOR I/PON COMPt.ElTON OF THE ffE11) TESTS. 11. A ffl£ CONST1f/JC11QN Jl£El1NG SlfAll Bf fElQ AT lHf SITf PR1t1R 112 lHf ll£flNNINC Of HQl'I< ANQ SHAtt BE A TTfMJfTJ BY Al,( 8ff'9ESENTA111E$ BfSPlll.'illltf ffJH CQNSl8IJCTlfl(. JNSPECTla'(. SIIPERlfSIQN. TfSllNG ANQ ALL OTHER ASPECTS Of lHE ffl THE CONTRACTOR SHAll. SCHlDlJl£ 1Hl' MEF1TNG 1HR(XJ6H TH£ PEWIT Cl£RK, 4Ya-.J6.JI) AT LEAST fl',£(5) #f'JHKIN(; DA IS' PRIOR ro STAR1TNG CONSTRIJCTTON. APPROW DRAIIINas Ml/ST BE AV~ PRIOR ro SCH£DIJIJNG 1.I ALL INSP£C11QN Rfllfm one 'fl(N{ BlR PRf t;0S1R(JC11fl{ NffTING llfll lJ£ fflj W!U::£~f;ffl 'lflf!IJolfEilJ'l!f;&'e1t ON lHf QA Y B££(l{f lHf INSP£Cl/QY 15 NffQfQ JNSPl'C110NS 1111.i. Bl' 1/AOl' THE Nl'XT IKJRK OA Y IINl.£SS YO/I 1/l'Q/JEST OTHERltfSE. Rl'Wl'STS MAll£ AF7ER 2:00 P.M. I/Ill BE SCHl'Dlll£D f'OR 00 flll.i. IKJRK DAIS' L.ATEH. 14 THE 0/INER AHD/!JP Al'Pt.lCANT 'fMtO(JQ( THE /J£1£1.0PER AHD,l'tlf CONTRACTOR SHALL lJl'S/GN, CONSTRIICT AND MAINTAIN All SAFETY Dl'Wa3; INCt./JDINC SHORfN(;, AND SHALL BE SOlEl. y R£SPONSl8lE f'OR CONFORMING ro All LOCAl, STATE AM? FFJJERAl SAFETY AND HEALTH STAHDAIIOS, LAll5 AND Rmll.ATIONS. 15 THE CONTRACTOR SHALL ca#'oRII ro lA80R CO/JC SECTION 6705 BY StllJl/llTINC A ll£TAII.. Pi.AN TO THE CITY ENC/NEER AND,l'tlf CONCERNED AfBICY SHOii/NC THE D£S1CN OF SHORIN&, BRACINC St.OPING OR OTHER PROWi/ONS ro BE MADl' OF QKER PROTECTION FROM THE HAZARD OF CA l1NG /JROIIND /JI/RING THE DrAVA 1/0N OF S/JCH TRENCH OR TRl'NCHES OR OIIRfNC THE PIPE INST'Al/.A 1TON 1H£H£IN. THIS Pi.AN Ml/ST BE fflEPARED FOR All. TRl'NCHES fl',£ FEIT {5') OR MORE IN Dl'PTH ANO APPROW BY THE CITY l'JHllNll'R AND,l'tlf CONCl'RNl'D AGENCY PRIOR TO l'..rt'A VA 110N. If lHf PLAN YABfi Flf(I( lHf SHQ6IIHi S'ISlfll STANQM'tlS' ESTABllSHEl) BY lHf Cfll51R(JC11QN sum <mli'$ 111lE 8 CA1Jf(lfNIA :4QH1Nl'u84Ulf @'lf Tiff PLAN SHAll. BE ffl£PAR£(} BY A 8£G(S1fRfl) E.NCIN£fB AT TH£ CONTRAC'frRS f}(PfNSE. A COPY OF TH£ OSHA l'XCA VA TION PEWIT Ml/ST Bl' S/JiMIITTED TO THE INSPECTOR PRIOR ro DrAVATTON. fl. If ANYAIN)WflQ61C41 8fSWBC£S Al(( lMSWpZ! ll1HIN ANY HQl'I< zrJNf /J/JRING CONSTRIICTION, fl'f&f{lfl(S 11(11 (l'Ag ffflffP(:'lD, /: ANO THE PERIIIT I/Ill NOTTFY THE CITY ENGIN£E1I. CffRA110NS 1111.i. NOT RESTART IIN11l THE PEWIT HAS HECl'IW IIRIT"fEN A/JTH()fi/TY FROM THE CITY ENC/NEER ro DO 571 17. All OPERA 110NS COND/JCTED fll THC SITC Ctl ADJAClNr 'fHl'R£10, INCI.IJOIN(J tfARMINC /JP, Hl'PAIH, ARIWVAl, DEPARTIJR£ OR OPERATTON OF TRIJCKS, EARTH MOlfNG £'Q/JIPMl'NT, CONSTRIICTION l'QIJIPl/l'NT AM? ANY OTHB? ASSOC/A TEO CRA/JING l'Q/JlfVNT SHALL 8£ UIIITEO ro THE PCRIOD 8ETIIEEN 7:00 A.M. ANO SUNS£7 EACH 0A Y, M~ y 1HR(j FRIDA y AND NO l'ARTH MO',fNG OR {RA/JING OPERA 110NS SHALL BE COND/JCTEO ON lt£EK£NIJS OR HOl.HJA J'S (A usr OF CITY HOl.HJA IS' IS AVAILABI.E AT TH£ ENCINEE1IINC DEPARTMENT COIINTEH.) 14 All 0/T-SITF HA/Jl /IIO/J'fCS SHAil. Bl' Sl/t1MIT7ED BY THE CON'f11ACTOR TO THE CITY £NGIN£ER FrJR APPROVAL TIii} flll.i. IKJRKINC DA IS' PRIOR TO 8£GINNING OF IIOIIK. TH£ CONTRACTOR SHAU BE R£SPONSl8LE FrJR ANY tJl'BllfS OR DAMAGE OCCURRINC Alfi((; THE HA/Jl HOIITF OR ADJACENT STR££TS AS A /?£Slll.T OF THE fRAIJING OPERA 110N. ta NO a.AS1TNG SHALL 8£ CfMIE'NCl'D l/l1HO/IT A CITY lNCINEER Aff'/10',£/) a.AS1TNG PROGRAM. ID. THE l'X/STCNCl' ANO LOCA 110N OF 11111../TY Smt/CTIJR£S AND FACII.ITIES SHOIIN ON 1Hl' CONS11it/C1TON Pt.ANS IIERl' OBTA/Nl'D BY A SEARCH OF THE A VAllABt.E RECORDS. ,1 T1fN11QN JS G111m 112 lHf easwr f)(JS1FNC£ oc 01HE11 U11l,ITY [ACH,JT1ES fR STRIJCTURES NQT SHQ/IN (If IN A tOCA T1QN lJl[ffli£NT Flf(I( THAT SHQt/lN fl'I lHf PIAN$ lHf CQNTRACTllR JS ffl¥Hl/fP 112 TAKE lJl/f PRECAUTIONARY MfASll8£S TQ PROTECT lHf UTIUTl£S SHQ/IN ON THE P(ANS AND ANY OTHER EXJST{NG fAfll.111ES (If STRIJCTIJRES NOT SHQltN. 21. 3/feo~J/ffmlllMIJ'f,tlf"THfDf,lrftffl,"ff£1!ffl,,,r AH£AQ Of lHf CQNS18(JCTIQN TQ P£1flllT lHf 8f't1SIONS Of lHf CQNS18fJC7l(l{ PJ.ANS If a JS FfXJN() THAT lHf AC111Al LQCATKl{S A8f IN fXllEl/CT 111TH THE f'6QPQ'l!l ffQffl'.; CARLSBAD TRACT No. 01- COLLEGE BOULEVARD AND INLET DRIVE/RED BLUFF PLACE (VILLAGE 'U' / VILLAGE 'Y') GENERAL NOTES CQNTINUm 22. THE CONTRACTOR SHAU NOTTFY AFFFCTEO 1/Tfl.lTY COMPAN/l'S {SEE' llll.Olf} AT LEAST TIii} flll.i. #f'JHKIN(; DA IS' PRIOR TO STARTING CONS11it/C1TON Nl'AR THEIH FACIUlll'S ANO SHALL COORDINATF IKJRK 111TH A COMPANY Rl'PRl'SENTAll'E. INJERGRO/JND SER~ Al.l'RT {800) 227-2600 S()(l,t£ {800) 661)-7.HJ PACIFTC 8l'lJ. (800) 892-012J ADl'l.PH(A CAIJI.E COMIIIINICA110NS (76fJ) 4JIJ-77-11 COX Cf»IIJNICA110NS,_,.,.. (76fJ) 806-!JIJO!J CITY OF CAl/t.SBAD (~·INU 15 AND STORM DRAIN) {!60) ,f.J,#-29IJO CITY OF CAl/t.SBAD (SEIIEW,WATER ~ RECLAIMED WATER) {!60) 418-2722 SAN /Jl£G/JITO WAm? DISTRICT (760) 6.JJ-2650 /.l'1JCAl}/A CO/JNTY WA Ill? DISTRICT {76fJ) 75J-0155 VAllECITOS WA Ill? DISTRICT {76D) 7#-fH60 aJ'IENHAIN WA Ill? DISTRICT {760) 75.J-6./66 81/l'NA SAN/TA TION DISTRICT (760) 726-1.J#J QECLAHATIQN OF RESPONSIBLE CHAR(iE l Hl'HfBY lll'C/.A/?£ THAT I AM THE l'NG/Nl'l'R OF IKJRK FOR THIS PHOtECT, THAT I HA IE' l'XERUSt.D t<£SPONS/BIE CHARCl' 01,!R THl' DESIGN ON THE l'RO.ECT AS IJ£FTNl'D IN SECTION 670J OF TH£ B/JSINl'SS AND PROfESSIONS COO£, AND THA r THl' lll'S1CN IS CONSISTFNT 111TH CURNENT STANOARIJS. l l/ND£RST'AN/) THA r TH£ CH£CI( OF PROECr DRAIIINas AND SNC/FlCATlONS BY THE CITY OF CAl/t.SBAD l)(J£S NOT R£lll'',£ Ml', AS l'NCINHII OF IIOVI( OF MY H£SPONS/61l./11l'S f'OR PROECT lJl'SIGN. /JRBAN SIS'Tl'JIS A.SSl'X1ATa; INC. ,#5,#0 Kl'ARNY lt'.LA ROAD /J06 SAN lJll'CO, CAlJFrJRNIA 9212J {858) 560--1911 --------°"~----ANDREW SCHLAEFLI R.E.C. NO. 1596-1 F:XP. GlS/.10/1,1,' OWNER I QEVELOPEH .:'lnlES:S VAll.EY, LLC A CALIFOHNIA UIIITEO l/A/lllJTY CQIPANY 2727 HOO!,!R AIE7U" NA TTONAL CITY, CA 91!WJ {619) JJ6-J67J B~ lldlWN CGIM"~ LLC A DELAWARE UIIITEO UAfJfl/TY COMPANY ITS: MANAGER B~--=,.,,,-,,.,,,.,,,-,-----IIRIAN Mil/CH ITS: S£NfOR ~ , M:'SIIJiNT 8~--=,-,-:::=::-:------IJON ll/1'CHl'11. ,,.., la' PR£Sml'Nr .,.,, ---------- SOURCE OF TOPOGRAPHY N/A LEGAL DESCRIPTION LOT J ~ -I (F CAl/t.SBAD TRACT 01-02 CAI.A l,!R HILLS PHASE I ACCORIJIN(; TO MAI' NO. 1-1511 FlE1D IN THE fY1'1CE OF 1Hl' CO/JNTY H£CORDl'D NO 2-12-DJ All 8BNG IN THE CITY OF CARLSBAD, COIINTY OF SAN ~ STA 1F OF CAUFC¥/NIA. PROJECT LOCATION ~~ PARCEL NOS.: 168-JfO-OJ ~ 168-Jto-tH CAl/fOHNIA COOROINATF INO£X No. .166-1677 CITY or OCEANSIN HIGHWAY 78 '' /SITE Fl CITY CF M!S'TA ......... -CITY Of' ENCINITAS ~ - VICINITY MAP NO SCALE ~y.Of[S, ~PR0"1DED BY HUNSAKER &: ASSOCIATE ~ I' s ~i,-~ TRAFFIC SIGNAL DESIGN BY: g'l;~ . C~ ~-JRBAN SYSTEMS ASSOCIATES, INC. ~ () ~5964 ~ 4540 KEARNY VILLA ROAD, SU!rE ,06 ~ ~EXP._,.,... ; 1 SAN o,rno. CA 92123, (858) 560-4911 © "'~~/ ,._,: ~p =,,~ OF,~~~l rj~ ci,~! /,,.1 ~, h • ,~, ANDR[W P. SCHLA[FL/ -R.C.[. /15964 DATE: 04 H WORK TO BE DONE THC IMPHOlfJENT #ORK SHALL BE f'£RFOHM£D IN ACCOHDANC£ 1111H THE FrJ/.1.0I/ING DOCUMENTS, C/JRH£NT AT THl' TM/£ OF CONSTRIICTION, AS /JIRf'CTEO BY THl' CITY EJICIN£ER. 1. CARl.SIIAD II/JNICIPAl COO£. 2. CITY OF CWSBAD SrANDARDS. .I THIS SCT OF Pt.ANS. ' liES(}l/JfTON NO. CITY COtlNCll. Rl'9XIJTION NO. 2002-J67 DA TEO 12-17-02 PUN/NG COW/SSION /?£SOl.l/1TON NO. 5.105 0A TEO 11-6-02 ~ THE STANDARD S"!l:J'7CA 110NS FrJR P/JBt.lC #ORK CONSTRIICTTON {GREFN BOa() I. THE SAN Ol£C() AR£A REC/ON.Al STANDARD ORA IIINas AND AS MAY 8£ MIXJ/rll.O dY THE CITY OF CAlll1i8AD STANOARDS. NOTE: QtWITT11ES SHOWN HERl'DN AR£ FDR 80NDINC Pl,l'il'OSES ONl.Y. ACllW. fJlHNT1Tll'S MIY "4HY. LEGEND DESCRIPTION/ LEGEND QUANTITY 1'WFTC S/CNAl.S 181 t'! rJ Cl 0 ~ .. I 1111 ♦ I CD 0 r----, L ____ .J ~ ' I O I I t I I I I I I • I I I I MODl'l. 170 CONTROi1.£R IN TYPl' JJ2 CAl1INET TYPl' II-BF Sl'IMCl' Sl'IMCl'POM' PlllJ. BOX {SIZE ON PUN OR IN N01E'S) 1'WFTC SICNAI., SIR&./ LICHT POLE LIMWfll' 12' SIGtW. H£AO {R. Y,G) WITH BAt:KPlATE 12• TRAFF'IC .Sll7Nll H£AO ~r.,tG1) WITH BACKFtA1E LOOP Dm.'C110N laD Dl'TECTTON ZrJNC iao Dl'TEC110N QIAe4 £.V.P.£ Dl'1ECTOR 1 I-S/CN -----•-CONO/JfT {SIZE ON PUN OR IN N01E'S} "AS BUILT" BY'.,._ -,. ANDREW P. SCHLAEFLI R.C.E. 1S91!4 DATE REGISTRATION EXPIRES: 6-30-05 REVIEWED BY: BY: :-::IN:::SP:::E::-.:c=ro:::R::------------:D~A-=TE=-- 1----t--+--------------+---+----t--+----l I W£1 I I CITY OF CARLSBAD I •=411 I ENGINEERING DEPAR'IMENT ~T::::R=A::;FF:;:l~C_::S;::IG;:N=A::L==A::N:::::D=S:::::A::::F::::E:::::TY==L=IG=H::::T=IN=G=S;:Y:::S~T'.;E=M=A=T:::::: COLLEGE BOULEVARD AND INLET DRIVE/RED BLUFF PLACE I N'PIIO\m LLOYD .. -:Jt .. "'r. I ~===~~==~~========================t===t===t===t=== ~ <5«J;f'~ ... pp .s;(d4~ 1-~-M-:IE--+--N11AL--+------IIE\1IION---ue:-.-.---------1-M-.-+-NIIM.--M-:m-+--N11AL-I =~ ~ 11 c;7,'-~4 II 4~~ 6~ I _____________________________________________________ ...,.......,........w...---------~ ,ny~ . . . CMWD Q. ::i' I 0 u ,... <( r') 0 I l[) ~ I N ~ CX) 01 N ,q- 0 0 -<i (f) ::J ~ I I I w OJ OJ " ..,. w :::, <( z w ...J i:;: 0 z 3: <( Cl:'. 0 ~ C =E ..A, G) 0 ~ -.i::-, 0 ...... I 0) tD POLE SCHEDULE PEDESTRIAN 1--~---.----~--~----LUMINAIREi---~--4-------4---------~ CO-HPS A/B C VEHICLE SIGNAL TY~~s~H!~:Ti~AD STANDARD PLACEMENT SIGNAL MOUNTING NO. TYPE HGT. SIG. M, A, LUM. M. A, 0 I-A 10' 12' 3' TV-1-T SP-1-T ADA 2 E ® 17-3-80 30' IS' IS' 25011 12' 6' I-MAS SV-1-T SP-1-T ADA 2 E SV-1-T © 1-A 10' 12' 3' TV-1-T SP-1-T ADA 4 s ® 26-4-80 30' 40' 15' 25011 5' 3' 2-MAS sv-1-T SP-1-T ADA 4 s © 1-A 10' 5' 3' TV-1-T SP-1-T ADA 6 II ® 17-3-80 30' 15' 15' 25011 5' 3' I-MAS SV-1-T SP-1-T ADA 6 II © 1-A 10' 4' 3' TV-1-T SP-1-T ADA 8 N I ISNS REMARKS College Blvd Inlet Dr_. ... Red Bluff Pl College Blvd Red Bluff Pl _. 1 5 ____,I PHASE DIAGRAM 2 3 UNUSED 6 7 ---- UNUSED 4 : l 8 1 : FLASHING OPERATION SHALL BE RED IN ALL PHASES. •1 ,- ____,I ;5 SP --- PHASE SEQUENCE DET Al L "A" POLE LOCATION ECRt----,-- u CD EXACT LOCATION BY ENGINEER IN THE FIELD 36"X36" WORK TO BE DONE: The Improvements consist of the following work to be done according to this pion and: 1. The City of Carlsbad Special Provisions. . . 2. Calllomla Dept. of Transportation Standard Specifications (July/2002lor latest revision thereof). A 3. Collfomla Dept. of Transportation Stondord Plans (July'.:l:002:of 'latest revision thereof). Q_o : 4.' Federal Highway Adininlstratlon{FHWA)Manual on UjilformTrafflcCcintrol Oevlces(MUTCb) 2003 Editionaaamended by the MUTCO 2003 California Supplement. 5. Standard Speclflcotlons for Public Works Con!tructlon (2000 Edition or latest revision thereof). 6. San Diego Area Regional Standard Drawings: (2003 Edition or latest revision thereof). •1· ' 1\ ' NOTE: IF THIS lRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 (NINETY) DAYS IN ADVANCE OF BEGIN CONSlRUCTION DA TE. NO WORK SHALL BEGIN ON THE lRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER. CONDUCTOR SCHEDULE ® 26-4-80 30' 45' 15' 25011 12' 6' 2-MAS SV-1-T SP-1-T ADA 8 N .._ Inlet Dr r----------, 1l COND CONDUIT RUN & ~ &. & &. £ & & INSTALL 2' ADA PEDESTRIAN PUSH BUTT□N PER CITY □F CARLSBAD SPECIFICATI□N. GENERAL NOTES1 1. The location of all underground utHlties on these plans Is approximate. The contractor shall determine the depth of all utilities, including those not shown on this pion, ond 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 shall be marked with lRAFFIC SIGNAL . All pull boxes shall be No. 5 unless otherwise specified. Pull box spacing shall be 200 fl 4. All conduit shall be 3• unless otherwise specified. 5. All traffic signal pole foundations shall hove o 3" conduit Installed to the adjacent No. 5 pull box. The controller foundation shall have a spare 3• conduit stubbed out to the adjacent No. 6 pull box for future use. 6. All new loop detectors to be Twe E . Loop detectors shall be 6' diameter and positioned In the center of lone unless otherwise shown. Loops shall be sealed using hot-melt rubberized asphalt sealant per Coltrons specifications. See Caitrans Standard Plans ES-5A and ES-58 for detector legends and details. 7. All signal heads shall be 12• In diameter with back plates. All red, yellow, green and pedestrian signal indications shall be L.E.D. 8. Pedestrian heads and push button signs shall be lntematlonal S)fflbols. Pedestrian signals shall be Twe A , L.E.D. Pedestrian push buttons shall be 2• ADA. 9. Lumlnalre and 1.1.SN.S. shall have Twe IV P.E.C. 10. Anchor bolt nut covers shall be provided for all standards. 11. Sign panels for the Internally lllumlnoted street nome signs shall be fabricated using prismatic lens sheeting (Diamond-grade or equlvalent).Signpanels for IISNS shaHbe s' wide. /, _, 12. The contractor shall be responsible for the layout and lnslollotlon of loop detectors, traffic striping, pavement markings and legends, parking removal ond traffic signing shown on these plans. All traffic striping and markings within an 500 foot perimeter of construction project shall be restored to a "like new" condition, In o manner meeting the approval of the City Inspector. 13. The contractor shall obtain approval of the Public Works Director or his representative for the loop detector locations prior to 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 tum-on unless approved by the Public Works Director or his representative. 16. Flashing signal operation shall be red on oil 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. Existing STOP and STOP AHEAD signs and pavement legends shall not be removed until traffic signals are operotlonal or until directed by Public Work Director or his representative. 19. The contractor shall be responsible for ony monumentation and/or benchmarks which are disturbed or destroyed by construction. Such points shall be referenced and replaced with appropriate monumentation by a licensed land surveyor or registered civil engineer authorized to practice land surveying. A comer record or record of survey, as appropriate, shall be flied by the licensed land surveyor or registered civil engineer as required by the Land Surveyor's Act. 20. Limit lines ond crosswalks shall be field located. 21. Testing of control equipment ond cabinet wiring shall be accomplished at a facility designated by the City of Carlsbad. The contractor shall deliver and pick-up equipment. 22. The conductor schedule is furnished as an Installation guide only. It shall be the contractor's responslbDlty to provide the correct conductors required for Intended operation. 23. The contractor shall coordinate service details and scheduling with SDG&E and pay the required fees for service connections. 24. All salvaged equipment shall become the property of the contractor. CONSTRUCTION NOTES1 QJ Install T)Pe 170E Controller In Model 332 aluminum cabinet Including the necessary accessories to provide the phasing and operation shown on this pion. The cabinet shall hove a pull-out document troy. The controller unit shall be equipped with one Model 412C Program Module, one Model 404 Modern, one blank Model 27256 EPROM Programming Chip, two Model 752 Dual Priority Discriminator Cards, T)P• 200SA Local Intersection Control Program and EDI 2010ECL Conflict Monitor Unit. An unlntenruptible power syatem (UPS) shall be Installed In the controller cabinet using a swing-away mounting._ The UPS shall provide a minimum of 8 hours red flash operation 9r intersecllons using red liD signal Indications ond provide power conditioning to controller l Clary SP 1000 series or approvea equal). Batteries for UPS shall be housed In a NEMA-3R rated cabinet mounted to the side of lhe model 332 cabinet per Caltrans , Speclflcotlons.}3attery Cabinet door shall be equipped with a best company core and lock. t_ 1 [TI Install Twe Ill-BF Signal and Lighting Service Enclosure per SDG&E requirements. Provide 50-1P, 120V SIGNAL metered circuit breaker, 15A-1P, 120V 1.1.S.N.S. metered circuit breaker, 15A-1A and 30A-2P, 240V LIGHTING unmetered circuit breaker, Service cabinet shall be fabricated from anodized aluminum sheet per Caltrans Speclflcotlons. GJ Con tractor to verify service location with SAN DIEGO GAS & ELEClRIC CO. [!] Install Single Channel E.V.P.E. Detector Unit {3M Optlcom Model 711 or approved equal). Contractor shall furnish and nstoll E.V.P.E. equipment, mounting hardware, cable and all other hardware necessary. See Detail this sheel (I] Install Most Arm-Mounted Sign per Caltrons Standard Pion ES-7N, Detail •u•. Sign twe as noted 0 Fumlsh and Install two • A" lntemally--lllumlnoted dual face Mast arm mounted street name signs as follows: (see detail 'B") Location @ and ® College Blvd. Location @ and @ Inlet Dr. / Red Bluff Pl. W Install video detection system (lterls Vantage Edge or approved equal) to provide vehicle and bicycle detection for all approaches, Including video detection processors and video monitor In the controller cabinet. Video detection cameras mounted on · 1 , lumlnalre mast arms and all wiring and ancillary equlpmenl Video detection software shall be latestversion. 8' 6 ___________________________________________ IISNS _ 12' 12' 8' 10' I L1-1 L ____________ _ z2-· 12' I l --------- 12' r------ Z3-1 8' ;2 )I, ------------~======= L - -_! 4-_2_ -- I I T............ ---]-----·----y--~ 34-0' TO X-ALK \_ 3,,C 1DLC 3"C, 1DLC @: 1SIC . 1SIC I 12' 6 INSTALL 3"C, WITH 6 PAIR #20 INTERCONNECT CABLE TO CONTROLLER CABINET AT COLLEGE BLVD. AND CARLSBAD VILLAGE DR. APPROXIMATELY 1700 FT. (PULL BOXES 200' APART) SEE DRAWING NO. 309-9, SHEET 77 I DETECTOR ASSIGNMENT I I DET. IPHAsd SLOT I FIELD TERMINAL 1:,,-II ' ', ' ' ' ___________ .;.,, 1:, CROSSWALK t t 10' ' CROSSWALK LAYOUT DETAIL "B" STREET NAME SIGNS LOCATION, ® & 0 College Blvd LOCATION, Inlet Dr_. .._ R£'cl Bluff Pl LOCATION, ® R£"cl Bluff Pl-+- .._ lnl£"t Dr ® 6 IISNS {17' fiJGH) [!] Remove and salvage existing street light lumlnolre, after signal Is energized. All salvage materials shall become property of contractor. Install pull box over foundation and splice service conductors In pull box. !THIS PLAN SHEET ACCURATE FOR ELECTRICAL WORK ONLY! N I -N 20' 8' i------'="-----..11 I 20' 4 EVPE ;B [I R73-2 -Z4--3--7 8' -=-'= ___________ _.J_ - - - - - - - - - - - - - - - - ---------7 Z3-3 I 12· -~-----~-~_j -------7 Z2-3 I 916 12' _______ J ---- - - ---- - - --- -7 10' 82' 340' TO X-WALK /1'\ 82 Z', --3 I 79+0°' 411 ---+-+---,I,,,,,~ ~-=------ - - -_I --1----'----- ' I I \ i D '-1 4 EVPE ti 914 /~ + 6' I i I I I D [7 ;4 [1 8P 6 I ~-I 7 I I N N 16' t 118 RED BLUFF PL. (VILLAGE 'Y') 8' 12' 12' 8' " (\--Co~~- , ~»~ ----- : 3"C, 1SIC G~ BLVD. 3"C, 1SIC z''C, PER SDG&E REQUIREMENTS 3 SP 3"C, 1SIC INSTALL 3"C, WITH 6 PAIR #20 INTERCONNECT CABLE TO CONTROLLER CABINET AT COLLEGE BLVD. AND RICH FIELD DR. / RIFT RD. APPROXIMATELY 2100 FT. (PULL BOXES 200' APART) SEE DRAWING NO. 405-48 SCALE: 1 "=20' 0 10 20 AB-121 ASffiO MINI-BRAC OR EQUAL E.V.P.E. DETECTOR MOUNTING DETAIL NO SCALE SIZE (2) (2) THW CONDUIT SIZE 3"C 3"C 3"C 3"C 3"C 3•c 4"C 4•c LOCATION A 1/-1/-/-11/-/-11/-1/-1,,,,,, LOCATION B 1/ 1/ -/ -:/'. 1/_ 1/ 1_,.,., 1 _,.,., LOCATION C 1/-/-1/-/-/-Vi 1 _,.,., Vi u LOCATION D 1,,,,, 1,,,,, 1/_ V, /-/_ 1/_ 1_,,-, !;/ u LOCATION 1'E -/_ 1_,.,., -/ 1_,.,., /--/ -,,,.,: 1 _,.,., kl LOCATION F 1/-1/-1/-Vi /-1/-1/-V, .... LOCATION G /_ /-1/1 1/1 1/-/--__,,_ ,,,,,, LOCATION H 1/ /_ -.,,,-: -:/'. 1,,,,, -,,,.,: -,,,.,: 1 /1 TOTAL V, Y2 1,,,,,, 1/4 1/1 1,,,,,, Y2 B/s VIDEO CAMERA (11 ----1 --1 VIDEO CAMERA (12 ------1 1 COAX VIDEO CAMERA (13 CABLE 1 1 -1 ---1 • VIDEO CAMERA (14 ---1 ---1 TOTAL 1 1 -2 1 -1 4 VIDEO CAMERA (11 ----1 --1 POv.1:R VIDEO CAMERA (12 ------1 1 3/(116 VIDEO CAMERA (13 1 1 -1 ---1 CABLE VIDEO CAMERA (14 ---1 ---1 TOTAL 1 1 -2 1 -1 4 DLC LOOP DLC 912 -----1 1 1 TYPE LOOP DLC "6 --1 1 ---1 B TOTAL --1 1 -1 1 2 E.V.P.E. 1 1 -2 1 -1 4 (18 LIGHTING 2 2 -2 2 -2 - (110 STREET NAME SIGN 2 2 -2 2 -2 - (18 GROUND 1 1 1 1 1 1 1 1 (14 SERVICE -------- #10 VIDEO SERVICE -------- ""INTERCONNECT CABLE (SIC ----1 1 1 2 PULLROPE -------- o BELDEN 8281 {VIDEO DETECTION) OR APPROVED EQUAL • • 6 PAIR #20 INTERCONNECT CABLE (SIC) 3M "OPTICOM" DETECTOR OR EQUAL DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM ENGINEER OF WORK FOR lRAFFIC SIGNAL PLANS FOR THIS PROJECT THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFlCA TIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ENGINEER R. C.E. 115964 LICENSE NO. "AS BUILT" DATE BY: ________________ _ SJ 0 I Cs I Cl u n C) I en -I N - OJ m N -tj- 0 0 MAST ARM STAINLESS STEEL BAND ANDREW P. SCHLAEFLI R.C.E. 15964 REGISTRATION EXPIRES; 6-30-05 DATE _. <( vi REVIEWED BY: ::J BY:----------------- INSPECTOR DATE l----l----+-------------1------l---l----l-----' I sa2 I I .__c_1r_Y_o_F_c_A_R_Ls_s_A_o_ I -ll41$ I ~ ENGINEERING DEPARTMENT :r I w DE□ BY: HUNSAKER AND ASSOCIATES ~ ffiAFFIC SIGNAL DESIGN BY: fe AN SYSTEMS ASSOCIATES, INC. QI: ,=,.~ 4540 Kf'ARNY VILLA ROAD, SUITE 106 ..,. AN DIEGO, 858} 560-49f 1 ,,. © . ~ ~ ____J 71f._J/<25 ANDREW P. SCHLAEFLI -R.C.E. #15964 DAT£ TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEM AT: a; COT.T,E~E BOULEVARD AND " -tj- INLET DRIVE/RED BLUFF PLACE~ z 1-----+---1------------+--+---+--I----I I ~,,~~~:{.&: ~'( I ~ z 11 c~-~4 114~;-6~ I~ 1 UPDATED NOTES DA'IE N1IAL ftE\IIIONWWWihlh DA'IE 1-ff, CHICO 11'1': FIELD 11'1\ CMWO LEGEND : ~ • BEGIN DETAIL PER CAL TRANS STANDARD PLANS (A20 THROUGH A200}. E@ • ENO DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A200). @ • 12" SOLID 'M-IITE CROSSWALK (1 O' INSIDE DIMENSION, THERMOPLASTIC). e@ • BEGIN RED CURB E@ • ENO RED CURB ~ • REMOVE ANO SALVAGE. m ,... ... • BIKE LANE LEGEND PER CALTRANS STANDARD PLANS A24D (THERMOPLASTIC). u, ► • SIGNAL AHEAD PER CALTRANS STANDARD PLANS A240 (THERMOPLASTIC). J • TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A2'4-A) (THERMOPLASTIC). ~ • TYPE IV (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). / • TYPE VI (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). ~ = EXISTING PAVEMENT MARKING. rn r-~ = EXISTING BIKE LANE LEGEND SIGNING & SJRIPING PLANS: 1. The contractor I■ reaponslble for all signing and striping. 2. Signing, striping and pO'lllll'lent marking• shall conform to the lateat Caltrana Traffic Manual, CaltranI Standard Specifications (July 1999 or loteat llel"Slon thereof), these plan■ and the Special Provisions. 3. All algnlng and etrlplng le 111b ject to the appro'IIII of the Publlc Works Olrector or hll representative, prior to Installation. 4. Any deviation from these elgnlng and ■trlplng plane shall be approved by the Engln-of Work and Public Work■ Director prior to any change In the field. 5. All ■lgnlng and striping llhall be reflective p• Caltrant Specifications. Striping llhall be repainted two weelce after lnltlal painting. Signing shall use encapsulated lena reflective sheatlng (High Intensity or equal). S. Prior to flnal acceptance of Itreet Improvement■, all atreet atrlplng and marklnga within the perimeter of the construction project wlll be restored to a like new condition, In a manner meeting the appro'IIII af the City lnepector. 7. Exact location of atrlplng and atop llmlt llnea shall be approved by the Pubffc Worka Director or hi■ representative prior to Installation. 8. Contractor llhall remove a11 conflicting painted llnn, marldnga and pa.....,.ent legends by grinding. DlbrlI shall be promptly removed by the contractor. 9. All pavement legends llholl be the latnt version ot the Caltrana metric ■tencffs. 10. Limit llnn and cronwalkl shall be field located. Cronwalk■ ehall have 10' Inside dlmen■lon unlen otherwise ■peclfled. 11. All croawalks, 11mlt line■, atop bars, pavement arrows and pavement l■gend1 shall be thermoplastic unlea■ otherwise epeclfted. 12. Fire hydrant pa.....,.ent marlcers lhall conform to the latest Coltran■ Traffic Manual and San Diego Regional Standard Drawing M-19. 13. AH median n-and flares llhaH be painted yellow. 14. AH ■lgne llhall be 1tandard alze ae shown In the Caltrona Trofflc Manual unlen otherwise epeclfled. HI. Sign posts lhall be aquare perforated ■teel tubing with breakaway base per San Diego Regional Standard Drawing M-45. 15. When a algn la attached to a pale, It shall be mounted u ■lng a standard city mounting bracket with straps. 17. Existing atgn■ removed by the contractor llhan be delivered by the contractor to the City of Cart■bad Public Works Yard at -405 Oak Avenue. 18. Stop ■lgns and STOP pavement legends ahall not be r.naved untll traffic algnal1 are operational or untn directed by the Publlc Works Director or his representative. 19. All 1lgn1 shown on these plan, shall be new lllgna provided and Installed by the contractor except thoee 1lgn1 speclflcally lhown as existing to relocated or to remain. 20. Where R7 lllgn md T>1>9 N-1 abject marker are to be lnatalled In a 2-faat wide median non, the R7 algn shall be 18" x 24" and the N-1 abject marker 1hall be 12• x 12•. 21. Signs ahan be Installed behind sldewalk when poeslble. NOTES: 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 lHE TRAFFIC CONTROL DEVICES ANO lHEIR PLACEMENT SHAUL CONFORM TO lHE CURRENT STATE OF CALIFORNIA "MANUAL Of TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND lHE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS. 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL OF TRAFFIC CONTROLS FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T-10 THROUGH T-14 OF THE CALIFORNIA STANDARD PLANS DATED JULY 1999 SHAUL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4-. lHE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENTS MUST MEET REQUIREMENTS OF lHE ABOVE REFERENCED CALIFORNIA MANUAL OF TRAFFIC CONTROLS AND CITY TRAFFlC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHAUL CONFORM TO CALTRANS TRAFFIC MANUAL SECTION 6-71, FIGURE S-49, CONSISTENT WITH FJELD CONDITIONS DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. S. 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 FJELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE AUL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING ANO PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE Will-I NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. ED BY: HUNSAKER AND ASSOCIATES ~ NG AND STRIPING PLAN BY: SYSTEMS ASSOCIATES, INC. ~ l40 KEARNY VILLA ROA{), SUIT€ 106 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOI.£ AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PRO.£CT, 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.£CT, EXCEPTING UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 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. "AS BUILT" 0.. ::; N I Cl u ,.... <! t'"l 0 I U") I N 00 <Y, BY: -------------..,..,---,.-----...... ;;" ANDREW P. SCHLAEF'U T.E. 930 DATE 8 REGISTRATION EXPIRES: S-30-06 REVIEWED BY: BY:-----------------INSPECTOR DATE 1-----11-----+-----------+--+--+---+--I •3=· I CITY OF CARLSBAD I l.:&411 I ENGINEERING DEPARTMENT ~:::::::.-================-==:::::::::: SIGNING AND STRIPING PLAN FOR: COIJ.EGE BOULEVARD <! vi ::i CD ~ I I I 0 0.. ro m N ..,. w ::, <! z =it. Dll!GO, CA 92123, (858) 560-4911 ~~=-© 1--WM) .. H1.911JT~ di"' I Fr.:.~~ 61~-o~-A , ~==~~==~====================~==1==~~==~=~ ~..;t 61iV~~ --~p.'t w -' c;: () z ~ <( Q:'. Av:;REW p:·~~~E:u v_-f.E. ,#9~o/'fir1 ~::;:DA:::1t::=~INl11M.::::1=========IIE\IIIICIN====,=.= .. = .. =11=1C11========~~~DA::;:;_=~=-INl11M.=:=1:::DA=-:nE:~~N11AL==-:::; I=~ M 11 c~-~4 11 ;;-6~ I .,_ ______________________________________________ ___.~ ...... -------... ~ 0 CMWD C =E (.) C) 0 .s::i. -.1:1,, 0 -..J I O') m --------- '2 7J EXISTING STRIPING EXISTING STRIPING TYPE IV (LT) ARROW (TYPICAL) -- EXISTING @ M BIKE LANE R 26D/81 EXISTING BUS STOP I 24"x30" ~ R 7 18"X18" TYPE N-1 YELLOW REFLECTIVE SHEETING ~EXISTING TYPE M-9 BARRICADES ·,, PAINT MEDIAN NOSE YELLO ·. ___ -· ''1 ---_----------_ -------- - ----------<?_ -_j"--o:i-·-a, ---------------------------------------------" __ -----_,------ J,I I------------ 12· L..--rr-1/,-, 12 8' 1 o· 12' ~ EXISTING 77 PAINT MEDIAN NOSE YELLOW ------- 36"X36" 375' TO X-WALK MATCH EXISTING GRIND EXISTING STRIPING TYPE M-9 BARRICADES PAINT MEDIAN NOSE YELLOW CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE 'MTH GENERALLY ACCEPlED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY f"OR JOB SllE 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 F"URTHER AGREES TO DEFEND, INDEMNIFY AND HOI.D DESIGN PROFESSIONAL HARMLESS F"ROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PRo.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE Of DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS IILL NOT BE RESPONSIBILE F'OR, 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. NOTES: 1. TIHE CONTRACTOR IS RESPONSIBLE F'OR TRAFFIC CONTROL DURING THE INSTALLA 110N, REMOVAL OR MODIFICA 110N OF' ALL SIGNING AND STRIPING SHOWN ON 11HESE PLANS. 2. 11HE APPUCA 110N OF 11HE TRAFFIC CONTROL DEVICES ANO 11HEIR PLACEMENT SHAUL CONFORM TO 11HE CURRENT STAlE OF CALIFORNIA "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS. 3. IN ADDITION TO 11HE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL OF' TRAFFIC CONTROLS FOR THE SELECTION OF THE MOST APPROPRIA 1E DEVICES AND THEIR PLACEMENT, THE TRAFIFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T-10 THROUGH T-14 OF THE CALIFORNIA STANDARD PLANS DAlED JULY 1999 SHALL BE USED IN SlnJATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF' CONSTRUCTION. 4. THE LOCATIONS OF TRAF'FIC CONTROL DEVICES ARE APPROXlMA TE, AND ADJIJSTIMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTIMENTS MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED CALIFORNIA MANUAL OF TRAFFIC CONTROLS AND CITY TRAFFIC ENGINEER'S APPROVAL !!. CHANNEUZA TION TYPE SHAUL CONFORM TO CAL TRANS TRAFFIC MANUAL SECTION 15-71, FIGURE 15-49, CONSISlENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFILICTING SIGNS. W 41 12"X18" R 26D/B1 I ® = SIGNALIZED INTERSECTION I NOTE1 ALL EXISTING STRIPING AND SIGNING ARE BASED ON DRA \JING NO, 390-9, SHEET 7 4 LEGEND : B@ • BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). E@ • END DETAIL PER CAL TRANS STANDARD PLANS (A20 THROUGH A20D). © • 12" SOLID WHllE CROSSWAUK (10' INSIDE DIMENSION, THERMOPLASTIC). ~ • REMOVE AND SALVAGE. m r--+ • BIKE LANE LEGEND PER CAL TRANS STANDARD PLANS A240 (THERMOPLASTIC). (I) > • SIGNAL AHEAD PER CAL TRANS STANDARD PLANS A240 (THERMOPLASTIC). 100' E R 100' E 29 100' B@ 100' }: PAINT MEDIAN NOSE YELLOW B R EXISTING ~ R 7 EXISTING TYPE N-1 YELLOW REFLEC'IVE SHEETING 79 PAINT MEDIAN NOSE YELLOW GRIND GRIND EXISTING STRIPING -- \ EXISTING BUS STOP - 200' TYPE IV (LT) ARROW (TYPICAL) - - ---- 12' 80 10' N co EXISTING R 26D/81 81 EXISTING STRIPING 375' TO X-WALK <C V) ~a2 ---------"'-1-----I- 8' 12' - -- - 12' 8' to 12"X16" - - - r -- - COTJ,Ec;E BLVD. EXISTING STRIPING EXISTING STRIPING (DWG. NO. 390-9) ® ~ SCALE: 1"=40' 0 20 40 24"x30" ~ R 7 1 B"X18" TYPE N-1 YELLOW REFILECTIVE SHEETING 36"X36" W 41 '''"'"' R 26D/B1 36"X36" W 41 "' 0 I r--- "' 0 I "' ~ I ...-----------------.1~ "AS BUILT" co Ol BY:--=-----::.,.,.,,..,.,,~---=,-::----.,,.,,.,,-----=-~ N ANDREW P. SCHLAEFILI T.E. 930 DATE g REGISTRATION EXPIRES: 6-30-Qe REVIEWED BY: BY:--------------,--=-INSPECTOR DATE <i tr. :::, l---l--+------------t-----t--i----i-----1 I •4=1 I CITY OF CARLSBAD I •=4 11 111 ENGINEERING DEPARTIMENT ~ ~==--'===================:::::::'...=~ Cl OED BY: HUNSAKER AND ASSOCIATES ING AND STRIPING PLAN BY: SIGNING AND STRIPING PLAN FOR: [:l; Ol 15. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, ANO/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. J • TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). , • TYPE IV (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). I': · ~ SYSTEMS ASSOCIATES, INC. COI.JEGE BOULEVARD N st 7. CONTRACTOR SHAUL REMOVE ANO SALVAGE AUL EXISTING CONFUCTING SIGNS, PAVEMENT MARKERS AND GRIND AUL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 6. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. / • TYPE VI (RT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). ~ = EXISTING PAVEMENT MARKING. m r ~ EXISTING BIKE LANE LEGEND ,\ '#4. 0 KEARNY VILLA ROAD, SUIT£ 106 \ ~ DIEGO, CA 92123, (858) 560-4911 © w :le <( z. I lil'l'IICMI); WM>I.-JT/LOY I w 1--~e-------1-----------+---+--+--+---i • ~!r..:Sisac {{&d~ ~ 1------11--+---------------+---+--+---+--i . z l'ftOJ!CTNO. CT 01-04 11 4;;o6~ I ~ 11 CMWD C :e .,::., C') 0 .i:i.. .,::., 0 ........ - I 0, Cl