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HomeMy WebLinkAboutDWG 429-5B; MS 04-02; NORTH COAST CALVARY CHAPEL; 01-03GENERAL NOTES f. THIS PUN SI.IP£HSHlES Al.I. OllffR Pf.ANS PR£WJI/SlY APPHO'D BY THE CITY rY CARLS8A/J RECAROINfJ IJIPR0'.8ENTS SHOW ON THIS SET rY PUNS. 2. AffWOVAL rY THIS PUN MS NOT LESSEN OR WA/IE ANY PORTTON rY THE CARLSBAD IIIJNICIPAL au; R£S(XIJTTON rY cauJ/1/a'IAI. APPROVAi,. CITY STANOARDS OR 01H£R AOOIOONAL OOCIH,lfN,S lJSTED HEJ£0N AS THEY NAY 1'€RTAIN TO 1HIS PHO.ECT. THE ENGINfER IN RESPONSIELE CH~ SHAI.I. RCWSE lH£S£ Pf.ANS IIHEN NON-CONFC1?NANC£ IS IJISCO't£REI). J CITY APPROVAL IY Pf.ANS MS NOT REIEiE THE 1J£'18..fPER OR ENCINEER- rY-wrRK FRO/,/ RESPONS/BII.JTY FOR THE COOiECTTON rY ERRORS AND r»IISSIONS f)(SCOw:REJJ ~ CONSlRIJCTION. All PUN ll£IISlONS SHAU BC PROIJPn. Y S/181,//TlED TO THE CITY ENGINfER FOR APPROVAL. 4. A Rl(Jl(T-IY-WAY PERJIIT FROM THE CITY £MllNEIR HU. BC RECXJIRf]) FOR ANY ll!l\'K IN THE P/JBUC Nl(;HT rY WA r. PRIOR TO PERJIIT ISSIJANCE, A CEklYICA lF rY /NSIJHANCE JIIJST BC FUD NAl,//NC THE CITY rY CARLSBAD AS AN AOOITICWAL INS/JRED ON THE f'€Rl,//T7££'S POl/CY IN THE U/N/1,///M AJIO/JNT rY lt,{)(){},()()().00 FOR EACH OCC/JHRENCE rY LJABIUTY. THE /NS/JRANCE COJ/PANY IIRJTINC THE POl/CY /,///ST HAI£ A RATINC (F jf' AND A SIZE CAlF(;()RY rY a.ASS VAS ESTA!VSHfl) BY "!ESTS" K£Y RATINC G/J/0£. .,; NO 1/QiK SHAU BC COIJlrENCB) 1/Nll. Al.I. f'€Rl,//1S HA IE BEEN OBTAINED fROll THE CITY AND OllffR APPRfPRIAlF A~ 6: RE~ON rY THESE Pf.ANS NAY BC REQIJIRED F THE PROPOSElJ IMPHO'.Of£NTS ARE NOT CONSlRIJCTED PRIOR TO THE lJ£AfJi.H DAlF rY THE IMPROIOIENT ACREDENT. l. NO RCWSIONS 1111. 8£ NAO£ TO lH£S£ Pf.ANS WTl/0/JT THE IIRJTlFN APPROVAL IY THE CITY ENG/MIR, NOTED IIITHIN THE RCWSION !LOCK. ON THE APPRCFR/AlF SHfU (F THE Pt.ANS AND TlllE SIEll .I WGINAL ORA/lfNGS SHAU IJECO/,IC THE l'R(¥£RTY (F THE CITY I/PON BBNC SICN£I) BY THE CITY ENGINEER. .i THE ORIGINAL ORAIIINC SHA/.J. BC RCWSED TO REFl.£CT AS-Bl/LT CONOITIONS BY THE ENGIN£ER-(F-ll!ll'K PRIOR TO FINAL AOCEPTANCE rY THE ll!l\'K BY THE CITY 10. ACCESS FOR f!RE AND Olll£H DERGENCY '.£HICl£S SHAU 8£ MAINTAINED TO THE PRO.ECT SllF AT All TlAES 0/JRJN(; CONSlRIJCTION. 11. Hll£R£ lRfNCH£S ARE WTHIN CITY [ASEJ.EN~ A sotS /?EPORT COIIPRISED rF: (A) S/JWARY $/IT, (B) t.A8(X(ATORY wrRK SJECTS AND {CJ COl,/PACTTON CUR~ SHAil 8£ S/J8/,//T7FJ) BY A PR(HSSIONAL £NCIN£til rY THE ST,tlF rY CALFORNIA, PRINC/f'A/lY fX¥N(J 81/SINESS IN Tl£ flE1D rY APPLIED sots AIECHANICS. Tl£ sots /?EPORT IIU BC S/JBJIIT7ED TO THE CITY £NCIN£ERING INSPfCTOR IIITHIN TIIO Ha?KINC OA >S rY COUPl.ETION rF flE1D TESTS. Tl£ IIR/TlFN flE1D COJ/PACTION R[J>()RT(S) SHAil 8£ IMMElJJAlB.Y S/JBl,/lf7El) TO THE CITY £NG/JEER/NC INSPfCTOR IJPON CONP/.£1lON rY THE flE1D TESTS. 12. -1 8fCQNS18/ICllQN AHUNC SHAU BE HElD AT THE SITE PRfClll 712 THE BEC/NNINC CF HOOi' ANO SHAil BE AT7fN(JfO BY All REPRfSfNrA ll'rfS R£ZK)EJ/E £08 ClWSTRI/ClJON. INSPECllON. Sl.ffl',IS/ON. TfSllW AN() All om ASPECTS {£ THE Htll!; Tl£ CONTRACTOR SHAU SCl£Olll Tl£ ltlEETTNC BY CAI.JJNC 7J£ INSPfCTION LJNC AT {760) 4JIJ-.J891 AT I.EAST fl't£{5) IKKrKINC DAIS PRIOR TO STARTIN(; CONSlRIJC'r!Of{ AffWO',£/J ORA/lfNGS JIIJS'i' 8£ AV.«Aa'.£ PRIOR TO sr.H£0ll/.JNG. I.I All INSPECTKlf REO/J£STS om THAN FIJI PR( CONSTlflJCllON AllfllNfi HU 8£ 1Jff, 8fta..C1fo''f1&r&"7:Jfs Z%1 'WWl!fJ'llfff eM. ONTHEDAYBEFrH THEINSPECllON/SNffllP, INSP£CTTONS HU 8[ MAD£ 7J£ IDT wrRK DAY I/MESS 't0/1 REQIJEST OlHERHfS£. REQ/J£STS I/AD£ AFTER 2· 00 P.M. HU 8£ SCIEOll.£D FOR TIIO RJ/1 wrRK OA >S LA lEH. 14. THC OHNER AND/OR APPUCANT lHROIJ(;lf THE 1£',flfPER ANO/OR CfJ'llRACTOR SHAil OfSIGN, CfJ'ISlRIJCT AND IIA/NT,1/N All SAFETY~ /Na.11£/INC SH00NC. AND SHA/.1. 8£ Sa.El.Y RESPONSllllE FOR CONFC/Rl,//NC TO All LOCAi, STAlF AND FBJ£RAL SA/TTY AND HEAlTH STANDARDS. LAH5 AND REClf.ATTONS TS TH£ CfJ'ITRACTOR SI/All CONFORM TO lA8(R COO£ SECTION 6705 BY S/J/Jl,//Tl!NC A IJ£TAII. Pt.AN TO TT£ CITY ENGINEER ANO/OR CONCERN£D AG£NCY SHOii/NC THE IJ£SfCN rY SHCl?INC. BRAaNC Sl.(R( OR Oll£R PRO'.fS/(1-IS TO 8£ MADE rY 'JOO([fi PROTECTION fl?Oll THE HAZARD (F CA'.INfl GRO/JNO 0/JRJN(; THE EXCAVATTCW rY SI/CH TRENCH OR lRfNCH£S OR 0/JR/NC 1lE PIP£ INSTA/lA TTCW THtRfJN. THIS Pf.AN JIIJST 8£ PRfPARED FOR Al.I. lRfNCH£S fl'.£ FECT (51 OR l,fai'£ IN !XPTH AND AffWO',£/J BY THE CITY ENGINfER AND/OR ~ AG£NCY PRIOR TO EXCA 114 00N. £ THE PUN VARfi E8QM TH£ Sffll?INQ SYS11JI STAN(JARQS ESTA/JUSHEO BY TH£ CQNSl8/JCP SAFETY (l?(JERS. llllE 8 CAIF(l{NIA A{»,IINISf8A U',£ @'AE THE PlAN SHAU BE PREPARFD BY A BfCISTFRED EWQEER AT 7lE CONT1/ACTQNSEXPENZ A CfPY rY Tl£ OSHA EXCAVATlON PERJIIT WST 8£ S/JBJIITlED TO Tl£ INSPfCffR PRIOR TO £XCA VA TlON. 16: £ ANY AKCHAE(l.OGICAL RfSQIJ9(ES All( (JISCQ',ff/ED IIITHIN ANY ffl'. ZONE 0/JRINC CfJ'ISlRIJCTTON. fHBATIIM lllll cTA,2" IAIAE7JIA1B,!: AND TT£ f'€Rl,//l7EE Hf/1 NOlTY 7J£ CITY ENG/1,ff/f. CHRATTONS 11/U NOT RESTART 1/Nll. Tl£ /'€Rl,//l7EE HAS REC8'.6J l'RITlFN A/JTHOOTY fROll Tl£ CITY ENGINEER TO 00 SO. Tl. Al.I. aoERATTONS CONO/JCTED ON THE SllF OR ADJACENT TIERETO. /Na/JO/NC WARM/NC IP, REPAIH. ARRIVAi. /Xl'ARTIIRE OR CHRATION (F TRtJCK$, EARTH 110'.INC EQ/J/PMENT, CONSlRIJCTlON EQIJIPAENT AND ANY OTHER ASSOC/A TED CIWJINC EQ/J/PMENT SI/All 8£ Lll,//TED TO THE ffJ?ffJD BETHEEN l.·00 A.M. AND S/JNS£T EACH OAr, MONDAY THl?()WH FRIDAY AND NO EARTH JIOl1NC OR GI/A/)/Nfl C1'fRATTONS SI/All BE CONO/JCTED ON /liED((J(QS OR IKK.H)A IS {A UST rY CITY IKK.H)A >S IS AVAA'.AM AT THE ENGi~ OEPARTMENf COi/NlEH.) ta All (ff--'itTE HAil 8Q/JlES SHAU BE SIJBIIIT7ED BY THE CONT11ACTQR TO l1E l11Y ENCIIEER FClll APPROVAL lllQ fill lffl(lNC DA"§ PRKJI 712 BEC/NNJNC <T !m: THE CQN18ACTQR SHAll, BE RESPQNWf fflf ANY (PJRIS Clll DAMA6£ QCC(JRRINC Al,® THE HA/A. ROI/TE Qf AIJJAW(T STRE[TS AS A llfSII T CF l1E G'RAOINC rffiAlJON, !.i NO !LASTINC SHAil 8£ COl,/Al£NCE/J IIITHOilT A CITY £MllNEIR APPRO',£/J !LASTlH(J PROCRAJI. 20. THE £X/STENCE AND LOCATION (Y 1/Tl.lTY SlRIJClllRES ANO FACILJllES SHOW CW THC CONSlRIJCTICW Pf.ANS JIBE OBTAINED BY A SEARCH rY THE AVAA'.AM R£C(K?f)S. ATlFNTION IS CAL1.£D TO THE POSSIBlE £X/STENCC rY Olll£H 1/Tl.lTY FACILJllES OR SlRIJCTIIRff NOT SHOW OR IN A LOCATION /JIFFERENT FROM THAT SHOHN ON THE Pf.ANS. THE ca¥TRACTOR IS RECXJIRf]) TO TAK£ Ol£ PR£CA/JTIONARY ILAS/JRES TO PROTECT THE /Jll.lllES SHOW CW Tl£ Pt.ANS AND ANY OlHfH £X/SllH(J FACIUTlES OR SlRIJCT/Jl/fS NOT SHOIIN. 21. THC CfJ'llRACTOR SHAil 1£/?FY Tl£ LOCATION rY All £X!STlH(J FACILJTlES (ABO't£GRO/JNO AND /JNDEHGl/()/JNO) 'IITHIN TT£ PHO.ECT SllF SIJFFICIENR.Y AH£AO rY THE CONSTNIJCTION TO PERJIIT THE RElfSIONS (F Tl£ CONSlRIJCTION Pf.ANS FIT IS FO/JNO THAT THE ACTIIAL LOCATTONS ARE IN fXNIICT ltlTH THE PROPOSElJ IIO'ill: 22. THE CONTRACffR SHAil NOlTY AFFFCTED /JTN.ITY COAIPANES (SEF BEi.OW} AT I.EAST TIIO RJ/1 IKJNKING DA~ PRfOR TO STARTING CONSlRIICTTON NCAR TH£JH FACILJTlES AND SHAil CO<K?OINATE lltl'ill' WTH A COMPANY REPRESENTATII£ IJNDEHGl/()/JNO SERrfCE ALEHT SlJ6tlE PACIFIC 8£11 AIJEJ.PHJA CA/JI.£ COW/JN/CA TIONS COX COl,/1,///N/CATTONS CITY rY CARLSBAD (STRECTS AND Sra?II lJRAIN) Cl TY CT CARLSBAD (SEQ WATER .t RECra.EJJ WA lEH) DRAWING FILE NAME: 3302-E-TX-01_C U.S.A. I. 003302 1-800-,t.22-,t.lJJ 1-800-660-7.J-0 1-800-892-0!2J (760) "38-77,t.t (760}_ 806-9809 (760) "3#-2980 {760) "38-2722 11-10-05 MV. AT WORK TO 8£ DONE TRAFFIC SIGNAL PLANS FOR NORTH COAST CALVARY CHAPEL THC /AV'R0',6/ENT lltl'ill' SHAil 8£ PERF00,1£/J IN ACC(R)ANC£ WlH THE m.LOllfNC DOC/JUEN~ CIJRHENT AT Tl£ TIA/£ rF CONSlRIJCTION, AS 0/RECTED BY THE CITY fJl(;IN£ER. !. CARI.SBAD M/JNICIPAL CO{)[; 2. CITY rY CARI.SBAIJ ENG/!EERINC STANDARDS. J THIS SU rY PUNS. 4. CON/JITION NO. 15 rY M.S.0#-02 NORTH COAST CALVARY CHAPEi. APP/i'OV.-U lETTEH DATED JAN. 12. 2005 S THE STANOARD SP£Clf!CATTONS FOR PIie.JC 1/QiK CfJ'ISlR/JCTTON (GHEEN BOa<) 6: Tl£ SAN DC()() AREA REQONAL STANDARD DRAHINCS AND AS MAY 8£ !.KX¥fFI) BY THE CITY rY CARI.S8A/J STANDARDS. OWNER / DEVROPER Na?TH COAST CALVARY CHAPEi. 7188 A lfl\l/OA ENCINAS CARI.~ CA 92009-"656 {760) 9,lg-0029 ATTN: JACK Al. SHIJBIN LEGAL DESCRIPllON: THE Na?THIIEST QI/ARTER rY THE SOilTHIIEST QI/ARTER rY Tl£ SOilTHIIEST QI/ARTER rY SECTlON ~ TOHNSHJP 12 SO/JTH, RANfE # IIEST, SAN 8£RNAHf,VNO IERIOIAN. IN TH£ CO/JNTY rY SAN OCG4 STAlF rY CAlFORN/A. ArxxK?OINC TO THC (HICIAJ. Pt.AT THER£(F. TOC£lll£H '11TH THE SOilTH HALF rY THE SOillHIIEST QI/ARTER rY THE SOillHIIEST QI/ARTER rY SECTTON 22 TOHNSHJP 12 SOilTH, RANIE # HCST, SAN lERNARfJ/NO Al£HIIJIAN, IN TH£ CO/JNTY rY SAN OCG4 STAlF rY CALFORN/A, ArxxK?OINC TO TH£ (HICIAL Pt.AT THER£(F. EXCEPTTNC THEREFROM 0/AT PORTION rY SAID lAN4 L l1NC /If !HIN FlNAL &IJER rY CONlJDINATION RECCK?OED IJ£(D(IJER ~ 1997 AS OOC/JAIENT NO. !99l-065!J31, ALSO EXCEPTINC THERUROM THAT PORTION TIERErY O£SCHl8El} IN THAT CEkTAIN FINAL (¥?{EH rY CON!E,/NATION, A C£R!TlB) CfPY (Y ltHICH RECOROED NO't£J/8£R 4 1999 AS fl£ NO. 1999-07,KJJoO, rY (HICIAL R£C(H)S, TOCETHEH WTH LOT I (£ CARLS8A/J TRACT 91-12. MAR/NfRS PCVNT I/NIT I, IN Tl£ CITY rY CARI.Slill4 COi/NTY rY SAN OCG4 STAlF rY CAlFG\\'NIA, ArxxK?OINC TO MAP TlERErY NO. 1JJ9l, FUD IN THE rHlCC rY THE CO/JNTY RECOROER CT SAN lJE()(J COi/NTr. CA/.FORNIA CW JANIJARY 2l, 1997. SPEC/Al NOTES !. LOCATION CT PRIVATE WAlf:R AND SDW:H IA!ER'lS ARE APPROXIMATE. COOR{)/NAfF WITH P/.111,/B/Nfl PUNS FOH ACTU41.. LOCATION. 2. PROl10£ S/JNTRfE TECHNOLOGIES STORM WAlf:R INSERTS AT All Aiffil ORA/NS, CATCH OAS/NS .t Cl/RS /N/£TS. CONTACT 8/0CIEAN £NV!HONIJENTAL AT (760) m-76#J. FOH CATCH OAS/NS AND Aiffil ORA/NS, PROl10£ flRAlF /NI.ET SKIMMER 8())(, FOR Ct/RB /NI.ET PROl10£ Cl/RB /NI.ET~ PROJECT lOC4llON THIS PROJECT IS LOCATED WITHIN ASSESSOR'S PARCEL NO. 210-010-38. THC CAIFORNIA COOHO/NAlF INIJ£X (F THIS PROJECT IS N _m £ 1lll SOURCE OF TOPOGRAPHY TOP(J(;R4Pl{Y SHOWN ON lH£SE PtANS WAS CEN£RATED BY AERIAL TOPOCRAPHIC Sil/MY BY SAN--LO ,4£RJ4/. S/J/i'leS; fl.OWN ON 6-J0-1999 ANO flE1D SfJIMY BY 02MY CONS/JLTANTS ON J4N//ARY 20. 2000 FEBHll4RY 7, 2000 AND MARCH 2 .t 4 2001. REFERENCE Pl4NS 327-90 360-JB BASIS OF BEARINGS lliE BASIS OF BEARINGS FOR llilS MAP IS WESlERL Y SECTION LINE OF FRACTIONAL SECTION 22, TOWNSHIP 12 SOUTI-1, RANCH 4 WEST, SAN BERNARDINO MERIDIAN AS SHOWN ON MAP No. 13378, I.E. N 00'33' 30" E. SHEET INDEX f. NOTES, lEGENO .t ',1C/N/TY I/AP 2. SIGNAL Pf.AN {PaNSEmA lN. .t A 16A PK,r,J J SIGNAL Pf.AN (A 11£'i'A PKWY .t CAIi/NO I£ LAS ONDAS) MP: 11-10-05 NOTE.· QI.J4NTTTES SHOWN ~ON ARE FOR 80NO/NC PURPOSES CM[Y. ACT/.W. Q/JANllTTCS MAY W4HY. LEGEND DESCRIPTION£ LEGEND QUANTITY lRAFF1C S!GN4lS C8J 13 AIOIJB. I 70 CONTROU.£R IN TYPE JJ2 CAB/JET TYPE II-ET SE/MC£ .2-EACH CARLSBAD ~ SIJMC£ POINT PACIFIC OCEAN I CITY OF VISTA CITY OF ENCINITAS VICINITY MAP NO SCALE "'.:4.~~. ~~DED BY O'DAY CONSULTANTS $"~I ~ ~ TRAFFIC SIGNAL DESIGN BY: /1 ~~ -• ~ ,AN SYSTEMS ASSOCIATES, INC. 11.!ij Z' 11 ~ ;Z. 1' ~40 KCARNY YILU ROAD, SUITE 106 ':. .CEXP.''iJ•' ~ ~N~ (85B) 560-4911 © 't}-c, JI • ~ OF All\ -, :p ,lc.1 L . .Jt, 11/10/05 ANDREW P. SCHIA£F/J -R.C.£ /15964 DAT£ ./2.LIONSHEAD AVE. BUSINESS PARK DR. .IV CJ 0 ◄ I ◄ t I CD--- 0 I I ►- ) P/JI.J. BOX (SIZE ON P(.41{ OH IN NOTES} TRAFFIC SWIAI.. STREET lJ(;l{T Pri.£ 12• SIGNAi. H£Af) {H,Y,C) WITH B'CKFfAlF 12• TRAFFIC SIGNAi. H£Af) (R,tY,tG-1) lt!TH 84CKPI.AlC PED£STRIAN H£Af) LOOP 0£TECT!ON 111JEO 0£TECTION ZONE '.10£0 0£TECTION G4Wi'A E.V.P.E. fJ£1ECTr¥i I-SlflH - - - - - - -CONOIJIT (S/Z£ ON PUN OH IN NOTES} "AS l3UILT" BY:~~-~~. /~t,/3 ANDREW P. SCHLAEFLI R.C.E. 15964 DATE REGISTRATION EXPIRES: 6-30-07 - REVIE~ BY: J/. J BY· c:' '"'~ z' ~ • INSPECTO DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE TiiA T I AM ENGINEER OF WORK FOR lR/\fFIC SIGNAL PLANS FOR THIS PROJECT TiiAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF PROJECT AS DEFINE!) IN SECTION 6703 OF lHE BUSINESS AND PROFESSIONS CODE AND TiiAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND lHAT THE CHECK OF PROJECT DRAWINGS AND SPECIFlCA TIONS BY lHE CITY OF CARLSBb[) IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBIU TIES FOR PROJECT DESIGN. ' R.C.E. #15964 11/10/05 LICENSE NO. DA TE ["sHEEfl I CITY OF CARLSBAD 11 SHEETS I 1----1----1----------------1---+---+----1----1 L_j_J. ENGINEERING DEPARlMENT . 3 1----+--+----------------+--+---+--+---i IMPROVEMENT PLANS FOR: AVIARA PARKWAY TRAFFIC SIGNALS AT POINSETTIA LANE AND CAMINO DE LAS ONDAS f.'.l0:...•...:.1..::...-":..e8:+/J=-$:..:Ac.--;t.--+A:....c..:::$c....-__,B:::..11=..1c::'-.:.T ___________ l---+=,..,.,...-+-=-c=-+-c-cc~ OWN BY: AT PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: ___ , '-• 8 Q_. 02 DRAWING NO. OTI-IER APPROVAL CITY APPROVAL RVWO BY: •• • ._- DATE INITIAL ENGINEER IJ' WORK REVISION DESCRIPTION 4-29-5B \ ' . I , POLE SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING LUM INA IRE ND, TYPE HGT, SIG. M. A, LUM, M, A, C□-HPS A/B C VEHICLE 0 28-5-70 -50' 15' 25011 EXIST. EXIST. 2-MAS SV-1-T ® 1-A --15' -EXIST. EXIST. -TV-2-T ( 1 O' ) © 29-5-70 -50' 15' 25011 EXIST EXIST. 2-MAS SV-1-T ® 1-A --15' -EXIST EXIST. -TV-2-T ( l O' ) © 26-4-70 -45' 15' 250W EXIST. EXIST. 2-MAS SV-1-T ® !-A --I 5' -EXIST. EXIST. -TV-2-T ( IO' ) @) 26-3-70 -45' I 5' 25011 EXIST. EXIST. 2-MAS SV-1-T ® I-A --15' -EXIST. EXIST. -TV-2-T ( 10' ) NOTES: ALL EQUIPMENT IS EXISTING UNLESS OTI-IERWISE SPECIFIED. GENERAL NOTES: 1. The location of all underground utUitiea on these plans is approximate. The contractor shall determine the depth of all utilities, 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 adsonce of construction. 3. All new pull boxes and co~r• shaY be concrete unless otherwise shown. Pull box covers shall be marked with TRAFFIC SIGNAL • All pull boxes shall be No. 5 unless otherwise specified. Pull box spacing shall be 200 ft. 4. All conduit shall be S' unless otherwise specified. 5. All traffic signal pole foundations shall ha-a o 3" conduit installed ta the adjacent No. 5 pull box. The controller foundation shall have a spare 3• conduit stubbed out to the adjacent No. 6 pull box far future use. 6. Al new loop detectors to be T:,pe E • Loop detectors shall be 8' diameter and positioned in the center of lane unless otherwise shown. Loops shall be seold using hot-melt rubberized asphalt sealant per Caltrons specifications. See Caltrans Standard Plans ES-5A and ES-5B far detector legends and detons. 7. All signal heads shall be 12• in diameter with back plates. All red, yellow, green and pedestrian signal indications shall be LE.D. 8. Pedestrian heads and push button slgna shall be international S)fl'lbols. Pedestrian signals shall be T:,pe A , LE.D. Pedestrian push button■ shall be 2" ADA. 9. Lumlnalre and 1.1.SN.S. shall have T:,pe IV P.E.C. 10. Anchor bolt nut cover■ shall be provided far all standards. 11. Sign panel• for the internally illuminated street name signs shall be fabricated using prismatic lens sheeting (Diamond-grade or equl~lent). 12. The contractor shall be responsible far the la~ut and Installation of loop detectors, traffic striping. pavement marking■ and legends, parking removal and traffic signing shown on these plans. All traffic striping and markings within on 500 foot perimeter of construction project shall 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 Public Work• Director or his representative far the loop detector localiona prior to cutting and the locations of the striping, pa~ment marking• and legends, parking removal and signing prior ta painting and installation. 14. The contractor shall be responsible for the removal of all conflicting striping and pavement markings by grind"mg, 15. The contractor shall not erect any signal standard more than two week• prior to the scheduled traffic signal tum-on unlesa appro~d by the Public Wor1<1 Director or hia representatl~ 16. Flashing signal operation shaN be red on all phases. Pedestrian signal• 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 sign ■ and pa~ment legend■ shall not be removed untl traffic signal• are operational or untD d"irected by Public Wor1< Director or hi• representative. 19. The contractor shall be responsible for any monumentation and/or benchmarks which are disturbed or destroyed by construction. Such points shall be referenced and replaced with appropriate monumentalion by o licensed land surveyor or registered civil engineer authorized to practice land surve)lng. 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 20. Limit lines and crosswalks shall be field located. 21. Testing of contral equipment and cabinet wiring shall be accomplished at a facility designated by the City of Carlsbad. The contractor 3hall dellver and pick-up equipment 22. lhe conductor schedule is furnished as on installation guide only. It shall be the contractor's responsibility ta provide the correct conductora required far Intended operation. 23. The contractor shall coordinate service detaTis and scheduling with SDG&:E and pay the required fees far service connections. 24. All salvaged equipment shall become the property of the contractor. CONSTRUCTION NOTES: IJJ Existing T:,pe 170 Controller assembly. Add loop detector sensor amplifiers ta the model 170 Controller assembly 01 required and Include al necessary accessories ta provide the phasing and perform all functions indicating on this plan. Al equipment shal be an the currant state of California "qualified products list". (!] Existing T:,pe Ill-Bf Signal and Lighting Service Enclosure. [I] Install 2 advance t:,pe E loop detectora far phase 8. (I] Rezone phase 4 camera as shown in thia plan. II] Add 1DLC ta exiting conduit run number 1, 2, 3, 4 and 5 as shown in this plan. [!] Add 1DLC and 1SIC ta exiling conduit run number 3, 4 and 5 as shown in thia plan. In-us PLAN SHEET ACCURATE FOR ELECTRICAL woRK ONLY! ORA WING FILE NAME: 3302-E-01 _J) U.S.A. I. 003302 11-10-05 AT MP: 11-10-05 PEDESTRIAN PUSH BUTTON IISNS REMARKS SIGNAL TYPE PHASE QUAD SP-1-T ADA 8 s Poinsettia. Lo.ne - SP-1-T ADA 2 E -- SP-1-T ADA 2 E Avia.ra. Pkwy - INSTALL 3"C Wini 6 PAIR #20 INTERCONNECT CABLE TO CONTROLLER CABINET AT INTERSECTION OF AVIARA PARKWAY AND CAMINO DE LAS ONDAS APPROX. 1300 FY. (SEE SHEET :3) (PULL BOXES 200' APART) ' -, ' ' ' 6 ' ' , ->- ' ,. -:-' ' 5' \ ' I ,; - c::'.::....! -I / I -----1-..r EXISTING EXISTING m] ~ R73-2 (CA) R73-6 (CA) + I EXISTING rn1 R73-5 (CA) WORK TO BE DONE: The impro-ementa consist of .the following work ta be done according to thia plan and: 1. The City of Carlsbad Special Provisions. 2. California Dept of Transportation Standard Specifications (July 2002 or latest revision thereof). 3. California Dept of Transportation Standard Plans (July 2002 or latest revision thereof). 4. 'Federal Highway Administration (FHWA) Manual on Uniform Traffic C,mtral Devices (MUTCD) 2003 Edition as amended by the UUTCD 2003 California Supplement 5. Standard Specifications far Public Works Construction {2000 Edition or latest revision thereof). 8. San Diego County Regional Standard Drawing (2003 Edition or latest revision thereof), NOTE: SP-1-T ADA 4 N --~t~ ==:;::t::;=:::;;=::;:::====;\¼=~:;==:'.::~\.--,-------,-~-,,--,---- r -< ;x; 0 I ' I ' 'I ~ 1116 ' II -1-L·' I ~ J If llilS TRAFflC SIGNAL IS NOT INSTALLED WlllilN ONE (1) YEAR CK CITY APPROVAL. Pl.ANS MUST BE RESUBMITTED FOR PLAN CHECK 9D (NINET\? DA 'IS IN ADVANCE CK BEGIN CONSlRUCTION DA TE. NO WORK SHALL BEGIN ON 11-IE TRAFFIC SIGNAL Wlll-lOUT PRIOR WRITTEN APPROVAL BY 11-IE CITY ENGINEER. SP-I-T ADA 4 N Poinsettia. Lo.ne - SP-1-T ADA 6 II -- SP-1-T ADA 6 II Av i o.ro. Pkwy - SP-1-T ADA 8 s -- RW CURB OJ 0 EXIST. CONTROLLE 12' RW EXIST. 300' TO 2"C, 2 DLC CURB X-WALK I DETECTOR ASSIGNMENT I I OET IPHASEI SLOT I FIELD TERMINAL I . 1 2 12U T2 -5 & 6 2 2 12L T2 -7 & 8 3 4 16U T4 -9 & 10 4 4 16L T4 -11 & 12 5 6 J2U T3 -5 & 6 6 6 J2L T3 -7 & 8 7 I! ,lhll TS 9 & 10 8 8 J6L TS -11 & 12 PPB 2 112U TB - 4 & COM 6 PPB 4 11 ZL TB -5 & COM 6 PPc! 6 113U TB - 7 & COM 9 PPB 8 113L T8-8&COM9 EVA 2+5 J12U T9-4&COM6 EVB 4+7 J13U T9-7&COM9 EVC 1+6 J12L T9 - 5 &. COM 6 EVD 3+8 J13L T9 - 8 & COM 9 FLASH SENSE 114U TB - 1 0 & COM 12 NOTE: PROPOSED CONSTRUCTION SHOWN DARK EXISTING CONSTRUCTION SHOWN LIGHT OR DASHED. !REFERENCE DRAWING NO. 360-38 ! • Rw,---..__ CURB _---.J EXIST. 2"C, 2DLC ADD 1SIC EXIST. 2"C, 2#6, ?#8, 2#10, 2#12 EXIST._ 0 R CUR ' I I '1 't ' I ! I /1 I 88' I I AVIARA PKWY 12' ' ' ' I I 12' ' ' -' - I --L RW -+--t--CURB j~, -1 ,-- -___ • I I I / -- ' i i l!.r:1 I ' ' ' EXIST. +---J VID[O '47 , CAMCRA~ 12' 300' TO X-WALK 285' TO X-WALK RW ' 2 +''1-.-'r----=--=----,',1-, ~~---------! f----- CURB -~,w EXIST. 2"C, 2DLC CUR 8' CURB RW POINSETTIA LANE ~l.~ ' ' / EXISTING PHASE DIAGRAM 1 2 3 4 ~ l l I -i ,----' -------' 5 6 7 B I ' j ___I ---------: ---• -' ' FLASHING OPERATION SHALL BE RED IN ALL PHASES. BP ------- ___I -¢8 J/ll J/13 J/14-,---- 4P EXISTING PHASE SEQUENCE 1i,--t 10' CROSSWALK ; t t ;, CROSSWALK LAYOUT ~-------------------~ DECLARATION OF RESPONSIBLE CHARGE FES w.·r,;:---------------, ·,,.;:= I HEREBY DECLARE lliA T I AM ENGINEER CK l'KlRK FOR lRAFFIC SIGNAL Pl.ANS FDR lHIS PROJ::CT TiiAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER DESIGN CK PROJ::CT AS DEFINED IN SECTION 6703 CK 11-IE BUSINESS AND PROF£SSIONS COOE AND TiiAT 11-IE DESIGN IS CONSISTENT Willi CURRENT STANDARDS. SCALE: 1 "=20' 0 10 20 ~ ~ "" "AS ~ ~ ~;;.i,l;~ SlRATION EXPIRES: D BY: ,1/ ,I . C916&~~ • INSPECTOR'° -. DATE I UNDERSTAND lliAT 11-IE CHECK CK PROJ::CT DRAWINGS AND SPEClflCA TIONS BY 11-IE CITY Of CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER CK WORK CK MY RESPONSIBILITIES FOR PROJ::CT DESIGN. ~:pjl~- ENGINEER R.C.E. #15964 11/1D/05 LICENSE NO. DATE fsHml I CITY OF CARLSBAD 11 ~EETS I 1----+---+-------------t---+---+---+--------, L...l...J. ENGINEERING OEPAA'IMENT . 3 t---+---+------------------+---t-------i-------it------; TRAFFIC SIGNAL MODIFICATION AND SAFETY LIGHTING SYSTEM AT: r/NE PROVIDED BY: o'DAY coNsuLTANTs !1-:\ TRArFIC SIGNAL DESIGN BY: 'l'l.;~::"l · URBAN SYSTEMS ASSOCIATES, INC. POINSETTIA LANE AND AVIARA PARKWAY 4540 KEARNY VILLA ROAO, SUIT£ I 01 SAN DIEGO, CA 9212J. (858) 560-491' © DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE IN/TlAL DA TE IN/TlAL OTiiER APPROVAL CITY APPROVAL RCE !30S9 EXPIRES f!r-30--08 CITY ENGINEER OWN BY: AT CHKD BY: ---J RVWD BY: PROJECT NO. M.S. 04--02 DRAWING NO. 429-6B 1 ,_____..__,,. POLE SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING PEDESTRIAN i--~---~-~--~----,LUMINAIRE1---~--+-------4---~-P-U_S_H_B_U_T_T-□N------1 N□, TYPE HGT, SIG, M. A, LUM, M, A, C□-HPS A/B C VEHICLE SIGNAL TYPE PHASE QUAD IISNS ® 17-3-129 30' 20' 15' 25011 18' 3' 1-HAS SV-1-T SP-1-T ADA 6 El Aviara Pkwy ® 1-A 10 14' 3' TV-2-T SP-1-T ADA 3 s - © 26-4-129 30' 40' IS' 25011 12' 3' 2-HAS SV-1-T SP-1-T ADA 3 s Camino De Loi Ondo• - ® 1-A 10' II' 3' TV-2-T SP-1-T ADA I II © 17-3-129 30' 15' IS' 25011 II' 3' I-HAS SV-1-T SP-1-T ADA SV-1-T 2 I II Avlara Pkwy ® 1-A 10' 13' 3' TV-1-T SP-1-T ADA 4 N ® 26-4-129 30' 45' 15' 25011 18' 3' 2-HAS SV-1-T SP-1-T ADA 4 Comino De Las Ondas ® 1-A 10' 17' 3' TV-1-T SP-1-T ADA 6 El INSTALL 2' ADA PEDESTRIAN PUSH BUTTON PER CITY □r CARLSBAD SPECIFICATl □N, GENERAL NOTES: ALL EQU IPHENT ARE NEIi UNLESS □THERW 1 SE SPEC IF 1 ED, 1. The location of all underground utDltiea on these plans ia approximate. The contractor shall determine the depth of all utmtiea, including those not shown on this plan, and verify all job site conditions. 36"X38" 36"X36" ' . REMARKS R y INSTALL 3"C Vv11H 6 PAIR 1/20 IN1ERCONNECT CABLE TO CONTROLLER CABINET AT IN1ERSECTION OF AVIARA PARKWAY AND PLUM lREE ROAD APPROX. 1400 FT. (SEE SHEET 3{! OF DWG 4-?i-5) . (PULL BOXES 200' APART) . . . ~' 196 I ~ 12 "' -' ~ ~ I X 3"C, 1DLC, 1SIC 3"C, 1DLC, 1SIC I I I B' fl 12' I -! ' ' :; l l I AVIARA PARKWAY I I I I T 82' I -i- 6' 12' 12' ' 8' ' ' __J.--CURB ' i ' l I ' r t . ' ' PHASE DIAGRAM 1 2 3 4 l I I 5 6 7 8 1 11 UNUSED UNUSED FLASHING OPERATION SHAl.l BE RED IN All PHASES. PHASE SEQUENCE 3P --3 DETAIL "A" POLE LOCA TlON WORK TO BE DONE: The improvements consist of the following work to be done according lo this plan and: 1. Ths City of Carlsbad Special Provisions. 2. Califomla Dept of Transportation Standard Specifications (July 2002 or latest revision thereof). 3. California Dept of Transportation Standard Plans (July 2002 or latest revision thereof). 4. "Federal Highway Administration (fllWA) Manual on Uniform Traffic C~ntrol Devices (MUTCD) 2003 Edition as amended by the MUTCO 2003 California Supplement 5. Standard Speclflcatlons for Public Works Construction (2000 Edition or latest revision thereof). 8. San Diego County Regional Standard Drawing (2003 Edition or latest revision thereof). NOTE: IF TiilS lRAFFIC SIGNAL IS NOT INSTALLED 'MTiilN ONE (1) YEAR 1.Y' CITY APPROVAL. PLANS MUST BE RESUBMlffiD FOR PLAN CHECK 90 (NINETY) DA JS IN ADVANCE I.Y' BEGIN CONSlRUCTION DA TE. NO WORK SHALL BEGIN ON TiiE lRAFFIC SIGNAL W11HOUT PRIOR WRITTEN APPROVAL BY 11-tE CITY ENGINEER. CONDUCTOR SCHEDULE COND CONDUIT RUN & & ~ & I~ I& b,,_ !A,. SIZE TiiW CONDUIT SIZE 3• 3• 3• 2-3 3• 3• 3• 3-4 LOCATION "A 1/-'l-1/-'l-11/-i/".'. 1.,,-1 '1--i LOCATION B /-/-'l-'l-/-1Y, Vi iYi LOCATION C Y, 1_,,, /-,.,,, /-1"1/. "1/. Y, f:i LOCATION D /-Y, /-Y, /-1/-1/ Y, uu LOCATION E /-11/-!Y, 1_,,, iy_ /-11/_ ,.,,, fd LOCATION F /-1/ /"'_ 1_,,, 1/. /-1/ Y, ... LOCATION G /-1/-/-1/-Y, 1/-1/-Y, 2. The contractor shal obtain aU necessary permit■ and notify all utility agencies at least 48 hours ln advance of construction. 3, All new pull boxes and covers shall be concrete unless otherwise shown. PuU box covers shall be marked with lRAFFIC SIGNAL • AB pull boxe1 shall be No. 5 unlese otherwise specified. Pull box spacing shall be 200 ft. 11 R73-2 (CA) "' Y' ONLYI NO U TURN 0 0 0 e G: !SIMULTANEOUSLY I ' ,, VIDEP 11 ~ ) ECR1---~ A ~B C C-q LOCATION H /-1/ 1/. 'l. 'l. 1/. 1/. Y, TOTAL Y, 1/2 1/j ¼ 1/j Y, 2/2 ¾ ----R61-5.1(CA) r-----------,2(C Ii=!-,----- VIDEO CAMERA #1 1 1 1 1 4. All conduit shall be 3• unless otherwise specified. 5. All traffic signal pole foundations shall hove a J" conduit installed lo the adjacent No. 5 pul box. The controller foundatipn shall have a spare 3• conduit stubbed out to the adjacent No. 8 pull box for future use. (MOD.) DETAIL 03 & 04 4 SECTION HEADS ' I I ' ' I ' 6. All new loop detector• to be Type E • Loop detector• shall be 6' diameter and positioned in the center of lane unless otherwise shown. Loops shall be seald using hot-melt rubberized asphalt sealant per Caltrana specifications. See Caltrans Standard Plans ES-5A and ES-5B for detector legends and detaDs. 7. All signal heads shall be 12• in diameter with back plates. All red, yellow, green and pedestrian signal indications shall be LE.D. RW~ CAMINO ~EL _!:!S ONDAS __ CURB VIDEO CAMERA I!. Pedestrian heads and push button signs shall bt international s:,mbols. Pedestrian signala shaH be Type A , L.E.O. Pedestrian push buttons shal be 2• ADA, 9. Lumlnairt and 1.1.SN.S. shall have Type IV P.E.C. 10. Anchor bolt nut covers shall be provided for all standards. 11. Sign panel• for the internally illuminated street name signs shall be fabricated using prismatic lens sheeting (Diamond-grad, or equivalent) and shal be 6' wide iind 18" high. 12. The contractor shall be responsible for the layout and installation of loop detectors, traffic striping, pavement marking■ and legends, parking removal and 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 a manner meeting the approval of the City inspector. 13. The contractor shall obtain approval of the Publlc 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 Work■ Director or his representative. 18. Flashing signal operation shall be red on all phases. Pedestrian signals shall be blank during flashing operations. 17. All traffic signal improvements shall b• installed in coordination with the signing and striping contractor. 11!. Existing STOP and STOP AHEAD sign• and pavement legend• shall not be removed untD traffic signals are operational or untl directed by Public Work Director or his representative. 19. The contractor shol be responsible for any monumentation and/or benchmorka which are disturbed or destro,111d by construction. Such points shall be referenced and replaced with appropriate monumentation by a licensed land surveyar or registered clvl engineer authorized to practice land surveying. A comer record or record of survey, 01 appropriate, shall be flied by the licensed land surveyar or registered clvl engineer 01 required by the Land Surveyor's Act 20. Limit lines and crosswalks shall bt field located. 21. 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 22. The conductor schedule Is furnished as an installation guide only. It shall be the contractor's responsibmty to provide the correct conductors required for intended operation. 23. The contractor shall coordinate service detoDs and scheduling with SOG&E and pay the required fees for service connections. 24. All salvaged equipment shall become the property of the contractor. CONSlRUCTION NOTES: OJ Install Type 170E Controller in Model 332 aluminum cabinet including the necessary accessories to provide the phasing and operation shown on this plan. The cabinet shall have a pull-out document tray. The controller unit shall be equipped with one Model 412C Program Module, one Model 404 Modem, one blank Model 27258 EPROtrl Programming Chip, two Madel 752 Dual Priority Discriminator Cords, T)'l)e 200SA Local Intersection Control Program and EDI 201 OECL Conflict Monitor Unit An uninterruptible power system (UPS) shall be installed in the controller cabinet usin_g a swing-away mounting. __ The UPS shall provide a minimum of 8 hours red flash operation 9f intersections using red LED signal ln~catians and provide power conditioning to control!~ lCiory SP 1000 series or approve~ equal • Batteries far UPS shall be housed In a NEMA-.... rated cabinet mounted to the side of he model 332 cabinet per Caltrans Specifications. (!] lnstal Type Ill-BF Signal and Lighting Service Enclosure per SOGc!cE requirements. Provide 50-lP, 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 Caltran■ Specifications. [TI Install Single Channel E. V.P.E. Detector Unit (3trl Opticom Model 711 or approved equal). Contractor shall furnish and Install E. V.P.E. equipment, mounting hardware, cable and all other hardware necessary. See Detal this sheet (I] Install Dual Channel E. V.P.E. Detector Unit (3M Opticom Model 722 or approved equal). Contractor shall furnish and install E. VP.E. equipment, mounting hardware, cable and all other hardware necessary. See detaD this sheet ~ Install Mast Arm-Mounted Sign per Caltrans Standard Plan ES-7N, DetaD •u•. S',gn type os noted on plan. [!) Install video detection system (lteris Vantage Edge or approved equal) ta provide vehicle and bicycle detection for all approaches, including video detection processors and video monitor in the controller cabinet, video detection cameras mounted on luminaire most arms and all wiring and ancillary equipment 0 Contractor to verify service location with SAN DIEGO GAG & ELEClRIC CO. [!] Furnish and install l)'l)e "A" intemolly-Uluminated dual fact Mast arm mounted street narns signs as follows: (see detaD "B") Location @ and @ Aviara Pkwy Location @ and @) Camino Oe Las Ondas Sign pone! for IISNS sholl be 6' wide. 2"c_. PER SDGaE RE1.1UIREMENTS 18' . . _ _.... __ -1'---p-.~- CURB f;ib~.fi8~~t~~~h:EJ, 2 ;t,8(LIGHTING), 2#10(11SNS)l I#8(GROUN 2"C, 2f/6 (SIGNAL), 2#10 (VIDEO SERVICE), .,___ 11/8 (GROUND) 2"C, 268 (LIGHTING), 2U, 0 (IISNS), 1 #8 (GROUND) I DETECTOR ASSIGNMENT I I DET IPHAsd SLOT I FIELD TERMINAL I · . 1 2 l2U 2 2 I2L 3 6 J2U 4 6 J2L PPB 112U ,.,,.,,., 112L PPB 1131J PPB 3 113L El ~+~ J12U J1 d I 1+6 J12L 3 JI~• FLASH SENSE 114U I:, ::, -D T2 -7 & B L +l: ~ t 3 TB 4 & COM 6 TB-5&COM6 TB 1 & cot.t 9 TS B & cot.t 9 T9 4&COM6 l!-1 / ,.., 'I 9 ru-5,v1 8 T9 B&COM9 T -I 1:, INSTALL 3"C Wl1H 6 PAIR /120 INTERCONNECT CABLE TO CONTROLLER CABINET AT IN1ERSECTION OF AVIARA PARKWAY AND POINSETTIA LANE APPROX. 1300 FT.,(5£1: SfJEE.T 2.) (PULL BOXES 200' APART) DETAIL 'B" STREET NAME SIGNS LOCATI□No @ L © I Aviara Pkwy J LOCA TIDN< © L @ lcamino De Las Ondas [II Remove and salvage existing street ligbt luminpire, after signal is energized. Install pul box over foundation and sphce serv,ces conductors in pull ~ox. !11-11S PLAN SHEET ACCURATE FOR ELECTRICAL WORK ONLY! DRAWING FILE NAME: 3302-E-02_C U.S.A. I. 003302 11-10-05 AT, MV MP: 11-10-05 R61-5.1(C ) 1 5 3"C, 1DLC, 1SI RW1--' I I I I I I . ' I I 1 I I ' ,. ' ~ f5 113 ~E ll3 4 1113 ~ 4-SECTION) I ,_ ! ' ' --1' ' I \ -----1 \@12· : ',~: ' ' '!--,-.!.!11::' ::// ___ ELECTRICAL •, • EASEMENT 'r--!@ REQUIRED ..J ' m EXACT LOCATION BY ENGINEER IN 1HE FIB.O COAX CABLE • POl\€R 3/#16 CABLE DLC B TYPE VIDEO CAMERA #2 --1 1 ---1 VIDEO CAMERA #3 ----1 --1 VIDEO CAMERA #4 ------1 1 TOTAL 1 1 1 2 1 -1 4 VIDEO CAMERA #1 1 1 -1 ---1 VIDEO CAMERA #2 --1 1 ---1 VIDEO CAMERA #3 ----1 --1 VIDEO CAMERA #4 ------1 1 TOTAL 1 1 1 2 1 -1 4 LOOP DLC 1112 ---2 ---2 LOOP DLC 1118 -----2 2 2 TOTAL ---2 -2 2 4 I I ( 4-SECTION) tJ4+./-+-1-, • .-!!..✓, E.V.P.E. 1 1 1 1 1 -2 4 I ' ' ', ' ' ' ' ' ' ' #J ' ' ' I ' ' I 3"c, 2/j) ,;,c i' • I I ' I I ' 1 . l~ m tl m ,iJUJ,11:=dd:· I m 'L J:L ~-1,__,, 71r-=4 _ _,_ --rt-' -W I I ' ' ' ' I -----J (17' HIGH) 3"C L ' I I ' , I I _J--1--CURB ' 1 / / !~ I , 1 I ' ' i I ,2 I I ' IISNS VIDEO CAMERA 12 ELECTRICAL EASEMENT REQUIRED r -5 ,2 : I B' 10' ' 12· ' ' ' I lr .. T 3'C,2DLC, ISJC 82' 12 .I I B' ' -'" ' •I I I I ' , ' ' ~ , ' I ' I I ' ' ' I ' , ' ' " I ' /--.-, r i -.,, ' ' ' 1.i_, ~ ' 'i I T t ' I I ,2 ' SCALE: I "=20' • 0 10 20 , ' AB-121 ASTRO MINI-BRAC OR EQUAL E.V.P,E. DETECTOR MOUNTING DETAIL NO SCALE ,a LIGHTING 2 2 2 2 2 -2 - 110 SlREET NAME SIGN 2 2 2 2 2 -2 - ,a GROUND 1 1 1 1 1 1 1 1 16 SERVICE -------- 110 VIDEO SERVICE -------- ••INTERCONNECT CABLE (SIC 1 1 1 2 • •• 3M "OPTICOM" DE1ECTOR OR EQUAL MAST ARM ~WE~L~S.fND BElDEN 8281 (VIDEO DETECTION) OR APPROVED EQUAL 6 PAIR #20 INTERCONNECT CABLE (SIC) ' ' CROSSWALK t t 1' ' ' ' ' 10' CROSSWALK LAYOUT DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE 11-tA T I AM ENGINEER 1.Y' WORK FOR lRAFFIC SIGNAL PLANS FOR TiilS PRO..ECT TiiA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER DESIGN I.Y' PRO.f:CT AS DEFINED IN SECTION 6703 1.Y' 11-tE BUSINESS ANO PROFESSIONS CODE AND THAT TiiE DESIGN IS CONSISTENT Willi CURRENT STANDARDS. I UNDERSTAND 1HAT TiiE CHECK I.Y' PRO.f:CT DRAWINGS ANO SPECIACA TIONS BY 11-tE CITY I.Y' CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER 1.Y' WORK I.Y' MY RESPONSIBILITIES FOR PRO.ECT DESIGN. R.C.E. '15964 11/10/0:5 LICENSE NO. DATE ~ I CITY OF CARLSBAD 11 SHEETS I 1----+----+--------------+---l-----l---+---1 ~. ENGINEERING DEPARlMENT . 3 l---+---+-------------------+---+--+---4------1 E PROVIDED BY: O'DAY CONSULTANTS TRAFFIC SIGNAL DESIGN BY: !j RBAN SYSTEMS ASSOCIATES, INC. fjJ 454-0 KEARNY VILLA ROAD, SUIT£ 106 "' ~~M SAN DIEGO. CA 92123,. {85B) 56{}-,t.9'1 . ~~~~~~~~:f..z-~~'#-~;f~'#~::::~ © , 11/10/05 ANDl?f'tl' P. SCHLAEFU -R.C .• /15964 DAT[ DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEM AT: AVIARA PARKWAY CAMINO DE LAS ONDAS RCE3;}Qtl. EXPIRES t-31)-01 CITY ENGINEER OWN BY: __,A,,T __ , DAlE INITIAL DAlE INITIA~ CHKD BY: ---1 OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. M.S. 04-02 DRAWING NO. 4-29-08