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HomeMy WebLinkAboutDWG 468-3B; SDP 05-14; HILTON CARSLBAD BEACH RESORT; 01-02I lO N I LfJ w ~ 0 l-o _j [l._ GENERAL NOTES 1. 2. J. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1J. 14. 15. 16. 17. 18. 19. THIS PU.N 5UPER5EDE5 ALL OTHER Pu.NS PREVIOUSLY Af'PROVED BY THE CITY OF CARLSB/tD REGliRD/NG /MPRO\.£AIEN1S SHOIIN ON THIS SIT OF PL!,NS. APPROVliL OF THIS PU,N DOCS NOT LESSEN OR WN\£ !,NY PORTION OF THE CliRLSBliD MUNICIPAL COO£, RESOI.UnON OF CONDlnONM Af'PROV"'-, CITY STANDARDS OR OTHER Af){)JnONM DOC/Jl,IEN1S USTED HEREON AS THEY 1,/A Y PERTli/N TO THIS PRo.£CT, THE ENGINEER IN RESPONSIBLE CH!.RGE SHfil REVISE THESE Pu.NS 'MiEN NON-CONFORltl!,NCE /5 DISCO\£RED. CITY liPPROVM OF Pu.NS DOES NOT REI.JE\£ THE DE\£1.0P£R OR ENGINEER-OF-WORK f'ROI.I RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OI.IISSIONS D/5CO't£RED DURING CON57RUCnON. fil PU.N REVISIONS SHfil BE PROI.IPTL Y SUBMITTED TO THE CITY ENGINEER FOR Af'PROVAf.. Ii RIGHT-OF-WAY PERMIT f'ROl,I THE CITY ENGINEER llfLL BE REQUIRED FOR ANY WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT /SS/J!,NCE, A CERnFICA TE OF' INSUR!,NCE MUST BE FILED N!,1,/ING THE CITY OF CltRLSB!,D AS liN ADD/nONliL INSURED ON THE PERMITTEE'S POLJCY IN THE 1,1/Nllt/Ul,I !,1,/0UNT Of' $1,000,000.00 FOR £!,CH OCCURRENCE OF' U"8/UTY. 7HE INSURANCE; COA/PANY lfll11NG TH£ POUCY MUST HAY£ A RATING OF "A-" OR BETTER AND A SJZE CATEGORY OF CLASS k1I OR BITTfR AS ES[AB/ '5HfD BY "BES15" KEY RA TING GUIDE. NO WORK SHfil BE COl.lltlENCED UNnL fil PERM/75 HA\£ BEEN OBTNNED FROI.I THE CITY AND OTHER APPROPRIATE AGENCIES. REVISION OF THESE PU.NS It/A Y BE REQUIRED IF THE PROP05ED lltlPROVEMEN1S ,',RE NOT CONSTRUCTED PRIOR TO THE DEM)LJNE D,', TE OF THE IMPROVEMENT ,',GREEl,IENT. NO REVISIONS llfLL BE 1,1!,0£ TO THESE Pu.NS llfTHOUT THE 111"/ITTcN liPPROVM OF THE CITY ENGINEER, NOTED llfTHIN THE REVISION BLOCK, ON THE ,',PPROPR/,', TE SHEET OF THE Pu.NS !,ND nTLE SHEET. ORIG/N,',L DRli llfNGS SHfil BECOI.IE THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. THE ORIG/NM DR,',llfNG SHfil BE REVISED TO REFLECT ,',$-BUILT COND/nONS BY THE ENGINEER-OF-WORK PRIOR TO RNM ACCEPT!,NCE Of THE WORK BY THE CITY. ACCESS FOR ARE !,ND OTHER EltlERGENCY \£JI/CL£$ SHfil BE ltlAINTNNED TO THE PROJECT SITE AT fil nMES DURING CONSTRUCnON. 'MiERE TRENCHES liRE llfTHIN CITY E,',SEMEN1S, ,', SOILS REPORT COI.IPRISED OF: (A) SUMl.lliRY SHEET, (B) U.BORliTORY WORK SHEE1S AND (C) COI.IPACnON CUR\£5, SHfil BE SUBl,I/TTED BY A PROFESSIONM ENGINEER OF THE STA TE Of CliUFORNIA, PRINCIP fil Y DOING BUSINESS IN THE RELD OF liPPUED SOILS MECHANICS. THE SOILS REPORT llfLL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR llfTHIN TllO WORKING DA l'S OF COI.IPLETION OF RELD TE51S. THE YtRITTEN RELD COI.IPACnON REPORT($) SHfil BE /1,11,/ED/A TEL Y SUBltl/TTED TO THE CITY ENGINEER/NG INSPECTOR UPON COI.IPLETION Of THE RELD TEST$. A. PRECONS1RUCTION MEETING SHJJJ, BE Hf1 Q AT 7H£ S!TE PR/QR TO 7HE BEGINNING OF 111'.Y?K AND SHJJJ, BE ATTENDm BY JJJ, REPRESENTATIVES RE5PONSIBL£ FOR GONS1RUCTION, INSPECTION. SUPfR'dSIQtl. TESTING AND JJJ, OTHER ASPECTS OF THE 111'.Y?K. THE CONTR,',CTOR SHfil SCHEDULE THE MEE11NG BY CliWNG THE INSPECnON UN£ ,',T (760) .fJB-JB91 AT IDST A\£ (5) WORKING DA l'S PRIOR TO ST,',RnNG CON57RUCnON. APPROVED DRAllfNGS /,/UST BE A VNLABLE PRIOR TO SCHEDUUNG. ALL INSPECTION REQUESTS OTHER THAN FOR PREGONS1RUCTION IJEEilNG ljlLL BE MADE BY CAU,ING THE ENGINEERING Z4=HQUR INSPECTION REQUEST UNE AT /760l ,fJB-3891. INSPECTION REQUESTS IIVST BE RECEJ'tflJ PR/OR IQ 2:00 PM ON THE DAY BEFORE THE INSPECTION IS NffPfQ INSPECnONS llfLL BE MNJE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERllfSE. REQUESTS 1,1,',DE AFTER 2: 00 P.1,1. llfLL BE SCHEDULED FOR TllO FULL WORK DA l'S U. TER. THE OIINER AND/OR liPPUCANT THROUGH THE DE\£l.OP£R AND/OR CONTR,',CTOR SHfil DESIGN, CONSTRUCT ,',ND 1./NNTNN fil SMETY DEVICES. INCLUDING SHORING, NID SHfil BE SOl.£L Y RESPONSIBLE FOR CONFORMING TO ,',LL LOC,',L, ST,',TE ,',ND FEDERAL SMETY NID HE!,LTH STANDAADS, U.WS NID REGUU. nONs. THE CONTR,',CTOR SHfil CONFORM TO U.BOR COO£ SECnON 6705 BY SUBMlmNG ,', DETNL Pu.N TO THE CITY ENGINEER NID/OR CONCERNED liGENCY SHOllfNG THE DESIGN OF SHORING, BR,',C/NG SLOPE OR OTHER PROVISIONS TO BE 1./liDE OF WORKER PROTECnON FROltl THE HAZARD OF CAVING GROUND DURING THE EXC,', V,', nON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTAf.U, nON THEREIN. THIS Pu.N MUST BE PREP!.RED FOR liLL TRENCHES A\£ FEET (5') OR MORE IN DEPTH NID liPPROVED BY THE CITY ENGINEER ,',ND/OR CONCERNED ,',GENCY PRIOR TO EXCAVAnON. IF THE PLAN VARIES fflQN THE SHORING SYSTEM STNflWIDS ESTABLISHFQ BY THE CONSTRUCTION SAFETY ORDERS, Tin,E B CAUFORNfA. NJNIN(S11UTIYE CODE. THE PLAN SHAU BE PREPARFQ BY A REGISTERFQ ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXC,', VA nON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA nON. If ANY ARCHAEOLOGICAL RESOURCES ARE QISCO'rfBFQ tllTHIN ANY l!QRK ZONE DURING CONSTRUCTION. OPERATIONS IIIU. CEASE ftJMEQIA 1E1, Y, NID THE PERMITTEE ll!LL NOTIFY THE CITY ENGINEER. OPERATIONS llfLL NOT REST!.RT UNnL THE PERI.I/TT££ HAS RECE/\£0 111"/ITTcN AUTHORITY FROI.I THE CITY ENGINEER TO DO SO. ALL OPERA nONs CONDUCTED ON THE SITE OR !,DJACENT THERETO, INCI..UOING W,',RI./ING UP, REPAIR, ARRIV"'-, DEPARTURE OR OP£RA nON OF' TRUCKS, £,',RTHMOVING EQUIPMENT, CON57RUCnON EQUIPMENT NID NIY OTHER ,',SSOC/,', JED GR,',D/NG EQUIPMENT SHfil BE UM/TED TO THE PERIOD BETltffN 7: 00 A.M. ,',ND SUNSET £,',CH D,', Y, MONDAY THRU FRIDAY AND NO £,',RTHl,IOVING OR GR!,D/NG OPERA nONs SHfil BE CONDUCTED ON WEEKENDS OR HO/..JDAl'S. (,', UST OF CITY HOLJDAl'S IS AVNLABLE ,',T THE ENGINEERING DEP'1R1MENT COUNTER.) AU. OFF-SITE HAUL ROUTES SHJJJ, BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL DK2 El/LL l!QRKING DAYS PRIOR m BEGINNING Of l!QRK. THE CONTRACTOR SHJJJ, BE RESPONSIRf E FOR ANY DEBRIS 00 DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION, NO BU.SnNG SHALL BE COMMENCED llfTHOUT ,', CITY ENGINEER ,',PPR0\£0 BU.SnNG PROGRAM NID BLIISnNG PERMIT. 20. THE EXISTENCE NID LOCAnON Of unuTY STRUCTURES NID FActUnES SHOIIN ON THE CONSTRUCnON Pu.NS 11£RE OBTNNED BY A 5£!.RCH Of THE Ii Vli/LIIBLE RECORDS. Ii TTENnON IS Cfilf:D TO THE POSSIBLE EX151ENCE Of OTHER unuTY FACIUTIES OR STRUCTURES NOT SHOIIN OR IN A LOCAnON DIFFERENT FROltl TH,', T SHOIIN ON THE Pu.NS. THE CONTR,',CTOR /S REQUIRED TO TAKE DUE PREC,',UnON!.RY MEASURES TO PROTECT THE ununEs SHOIIN ON THE PLIINS liND liNY OTHER EXJSnNG FlictUnES OR 57RUCTURE5 NOT SHOIIN. 21. THE CONTR,',CTOR SHfil 'ttJ?IFY THE LOCA nON OF fil EXJSnNG F,',C/UnES (ABO\£GROUND NID UNDERGROUND) llfTH/N THE PRo.£CT SITE SUfflCIENTL Y ,',HE!,D OF THE CONSTRUCnON TO PERMIT THE REVISIONS OF' THE CONSTRUCnON Pu.NS IF IT IS FOUND THAT THE ,',CTUM LOC,', nONS !.RE IN CONFLJCT 111TH THE PROPOSED WORK. 22. THE CONTRACTOR SHfil NOnFY AFFECTED UTIUTY COI.IPNl/£5 (SEE BaOW) AT LEliST TM) FULL WORKING Dli l'S PRIOR TO ST!.RnNG CONSTRUCnON NEIIR THEIR F,',C/UnEs !,ND SH!,U COORD/N,', TE WORK llfTH A COl,IP,',NY REPRESENTA n\£. UNDERGROUND SERVICE "1.ERT SDG4t£ ,', T&T nME W!.RNER CABLE cox COI.IMUN/C,', nONs CITY OF CliRLSB!,D (5TREE1S & STORM DRNN) 'CITY OF CliRLSBI,[) (SEMER, Wli TER .t REC/../t/1,/ED WATER) *LEUC,',D/A WASTEW,', TER DISTRICT (BOO) 422-4133 (BOO) 660-7.J,f.J (BOO) 892-0123 (760) ,f.JB-7741 (760) 806-4133 (760) ,f.J,f.-2980 (760) .fJB-2722 (760) 753-0155 STREET NOTES 1. ACTUM STRUCTURAL SECnONS llfLL BE DETERl,I/NED AFTER "R" VMUE TESTS HA\£ BEEN CONDUCTED BY A PROFESSIONlil. ENGINEER OF THE STA TE OF CAUFORNIA, PRINC/Pfil Y DOING BUSINESS IN THE RELD OF liPPUED SOIL MECHNI/CS, ON THE PREPIIRED BASEMENT SOIL THE "R" VMUE TESTS NID THE ENGINEERED 57RUCTURM S£CnON MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ,IND liPPROVM ,', MINIMUM OF TllO (2) CITY WORKING D,', l'S BEFORE THE WORK BEGINS. 2. STREET UGHTS SHfil BE /NSTAf.LED AS SHOIIN ON THESE Pu.NS. UNDERGROUND CONDUIT RUNS. SERVICE POINTS NID HAND-HOLES SHfil BE SHOIIN ON THE • ,',S-BUIL r' Pu.NS. NO 0/RECT BUR/M STREET UGHT FOUNDA nONs llfLL BE fil LUMINNRES SHfil BE ·cur OFF" TYPE. J. ,',LL UNDERGROUND unUTIES AND U. TERMS SHfil BE INSTfilED PRIOR TO CON57RUCnON OF CURB$, CROSS GUTTERS OR SURFACING OF STREETS. .f. 'MiERE AN EXISTING PIPE UN£ IS TO BE A8ANDONED IT SHfil BE REltl0\£0 llfTHIN TIIENTY FEET OF BUILDING OR STREET !,RE!,$ NID REPU.CED llf1H PROPERLY COI.IPACTED SOILS. IN OTHER !.RE!,5 THE PIPE llfLL BE PLUGGED llfTH CONCRE1E OR REltlOVED AS Af'PR0\£0 BY THE CITY ENGINEER. 5. 'Mi££1.CHNR R!,1,/PS SHfil BE INSTAf.LED PER REQUIREl,/ENTS OF nTLE 2.f, CAL/FORNI,', !,Dl,I/NISTRA n\£ CODE. 6. STREET TREES SHfil BE INSTAf.LED PER SECnON IV D,J Of THE CITY OF CARLSB!,D LANDSCAPf 1,/ANUAf.. 7. FIRE HYDRANT MARKERS SHALL BE PU.CED IN THE STREET llfTHIN THE UM/TS OF WORK OF THIS PU.N PER SDRS DltG M19, B. fil SUR\£Y MONUMENTS NID POINTS TH,', T !.RE 0/STURBED BY THIS WORK SHfil BE REESTA8USHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL U.ND SUR\£l'OR5 ACT. 9. TllO (2) SETS OF SUR\£Y (CUT) SHEE1S SHfil BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. ' DECLARATION OF RESPONSIBLE CHARGE l HEREBY DECLARE THAT I NJ. ENGINEER OF WORK FOR lRAFF!C SIGNAL PLANS FOR THIS PRCl.£CT THAT I HA\'£ EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF PRCl.£CT AS DEFlNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COOE AND THAT THE DESIGN IS CONSISTENT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRCl.£CT DRA'MNGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT REUE\£ ME AS ENGINEER OF WORK Of MY RESPONSIBILITIES FOR PRO-.ECT DESIGN. ITHIS PLAN SHEET ACCURATE FOR ELECTRICAL WORK ONLYI ENGINEER I LICENSE NO. DATE FILE NAME: 3610-E-0/_B U,S.AJ 003610 5-24-11 MV, RT \ SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INST"1.U,TION Of fil SIGNING ,IND STRIPING, 2. fil SIGNING, STRIPING NID PAVEMENT ltl!.RKINGS SHfil CONFORM TO THE CAUFORN/A MANUM ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA '5 1./UTCD 200J REVISIONS 1 NID 2, AS !,1,/ENDED FOR USE IN CliUFORN/,',), THE Clil. TR,',NS STlil/0,',RD SPEC/RCA TIONS (U. JEST 'ttJ?S/ON), THESE Pu.NS AND THE SPECIM PROVISIONS. J. ALL SIGNING AND STRIPING /S SUB-ECT TO THE ,',PPROVM OF THE CITY ENGINEER OR HIS REPRESENT Ii n\£ PRIOR TO /NST!,l_U, nON. .f. ANY DEV/A nON FROI.I THESE SIGNING ,',ND STRIPING PU.NS SHfil BE liPPR0\£0 BY THE CITY ENGINEER OR HIS REPRESENTA n\£ PRIOR TO ANY CHANGE IN THE RELD. 5. ,',LL STRIPING SH!,U BE REFLECn\£ PER CAL TRlil/5 SPEC/RCA nONs. STRIPING SH!,U BE REPNNTED TllO WEEKS AFTER /NlnM PNNnNG. 6. fil 5/GNAGE SHfil BE REFLECn\£ PER ,',S7M DES/GNA TION D.f956 NID SH!,U USE TYPE IV PR/SI.IA nc REFLECTIVE SHEE11NG (HIGH INTENSITY PR/SI.IA TIC OR EQUM) UNLESS OTHERllfSE SPEC/RED. R1-1 "STOP", R1-2 "YJELD", R2-1 "SPEED Ul.llr', NID STREET N!,1,1£ SIGNS SHfil USE TYPE IX PR/SI.IA nc CUBE-CORNER REFLECn\£ SHEE11NG (DIAMOND GR!,0£ VIP OR EQUlil.). 7. LETTERING ON GROUND-MOUNTED STREET NAME SIGNS ON 1./UL n-u.NE 5TREE1S llfTH A SPEED UMIT GR£!, TER THNI ,w MPH SHfil BE B" UPPER CASE ,',ND 6" LOIIER CASE. LETTERING ON GROUND-MOUNTED STREET N!,1,/E SIGNS ON STREETS llfTH Ii SPEED UMIT Of 25 MPH OR LESS SHfil BE .f" HIGH. LETTERING ON fil OTHER GROUND-MOUNTED STREET N!,1,1£ SIGNS SHfil BE 6" UPPER C,',SE NID 4.5" LOl/£R CASE. LETTERING SHALL BE C,',P/TM NID LOIIER C,',SE AND THE FRONT SHfil BE Cl..£!,R ~EW. SUPPI..EJJENTM LETTERING SUCH liS sumXES, BLOCK NUMBERS NID DIRECnONM ,',RROWS SHfil BE AT IDST J" HIGH. B. STREET N!,1,/E SIGN Bu.NKS SHfil BE FLAT ('JON-EXTRUDED) NID STREET N!,1,1£ POSTS SH,',LL BE A MINIMUM OF 12-GAGE, 1 i" SQU!.RE TUBING PER SliN DIEGO REGIONlil. STNIDIIRD DRAllfNG 1,1-,f.5. 9. PRIOR TO RNM ,',CCEPTNICE OF STREET IMPROVEMENTS, fil STREET STRIPING NID 1.1!.RKINGS llfTHIN ,', 500' PERIMETER OF' THE CONSTRUCnON PRo.£CT llfLL BE RESTORED TO ,', "UK£ NEW" COND/nON, IN ,', 1,/lil/NER MEE11NG THE liPPROVM OF' THE CITY INSPECTOR. 10. 11. 12. lJ. 1.f. 15. 16. 17. 18. 19. 20. 21. 22. 2J. 2.f. EXACT LOCATION Of STRIPING NID STOP UMIT UNES SHALL BE liPPRO\£D BY THE CITY ENGINEER OR HIS REPRESENTA n\£ PRIOR TO INSTAf.U, TION. CONTR,',CTOR SHfil REltlOVE fil CONFLJCnNG PNNTED UN£$, 1./liRKINGS NID PAVEMENT LEGENDS BY GRINDING. DEBRIS SH,',LL BE PROI.IPTL Y REltl0\£0 BY THE CONTRACTOR. fil PAVEMENT LEGENDS SHfil BE THE U. TEST 'ttJ?S/ON OF THE CM TRlil/5 STENCILS. Ul,I/T UNES NID CROSSW,',LKS SHfil BE RELD LOCATED. CROSSWALKS SH,',LL H,', \£ 1 O' INSIDE DIMENSION UNLESS OTHERllfSE SPEC/RED. fil CROSSWALKS. UM/TUNES. STOP BAAS. PAVEMENT !.RROWS NID PAVEMENT LEGENDS SHfil BE THERMOPU.Snc UNLESS OTHERllfSE SPEC/RED. ARE HYDRNIT PAVEMENT 1.1!.RKERS SHfil CONFORM TO THE CAL/FORNI,', 1./UTCD NID SAN DIEGO REGIONM STNID!.RD DRAllfNG 1.1-19. fil SIGNS SHfil BE ST,',NDARD SIZE ,',S SHOIIN IN THE CALIFORNIA 1./UTCD UNLESS OTHERllfSE SPEC/RED. SIGN POSTS SHfil BE SQU!.RE PERFORATED STEEL TUBING llfTH BREAK,',WAY BASE PER SAN DIEGO REGIONAL STNID!.RD DR,', ll!NG 1.1-.f.5. 'MiEN A SIGN IS ATTACHED TO ,', POLE, IT SHliLL BE MOUNTED USING ,', STNID!.RD CITY Of C!.RLSB!,D liPPROVED 1,/0UNnNG BRACKET llfTH STRIIPS. EXJSnNG SIGNS REltlO\£D BY THE CONTR,',CTOR SHfil BE DEU'ttJ?ED BY THE CONTR,',CTOR TO THE CITY OF C!.RLSB!,D PUBUC WORKS Y!.RD AT W5 OAK li\£NUE. fil SIGNS SHOltN ON THESE Pu.NS SHfil BE NEW SIGNS PROVIDED NID INSTAf.LED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIRCfil Y SHOIIN AS EXJSnNG TO BE REI..OCA TED OR TO REltlNN. (IF NECESS!.RY) fil MED/NI NOSES NID FLARES SH,',LL BE PNNTED fill.OW. (IF NECESS!.RY) 'MiERE R+-7 SIGN NID Ol.ll-J 08-ECT M,',RKER !.RE TO BE INSTAf.LED IN ,', 2-FOOT llfDE MED/NI NOSE, THE R+-7 SIGN SHfil BE 1B"X2.f" AND THE Ol.l1-J 08-ECT 1.1!.RKER SHfil BE 12•x12•. (IF NECESS!.RY) "STOP" NID "STOP AHE!,D" SIGNS ,',ND PA \.£AIENT LEGENDS SHfil BE INST,',LLED REltl0\£0 UNnL TRAFFIC S/GNMS ,',RE OPERAnONM OR UNnL DIRECTED BY THE CITY ENGINEER OR HIS REPRESENT,', n\£. (IF NECESS!.RY) NEW "SIGNM liHE!,D" SIGNS ,',ND PA\.£AIENT LEGENDS SHliLL BE INSTfilED UNnL TRAmc S/GNMS !.RE OPER,', nONM OR UNnL DIRECTED BY THE CITY ENGINEER OR HIS REPRESENTA n\£. BASIS OF BEARINGS THE BASIS OF BE!.RINGS FOR THIS SURVEY IS THE CAL/FORNI,', COORDINATE SYSTEM, N!,D BJ, ZONE 6, GRID BE!,R/NG BETltffN STA nON OC 1"7 1968 AND STA nON C/..58 13" (EPOCH 1991,J5) (BOTH HliVING A CIJ..IFORN/A COORD/NliJE Vlil.UE OF RRST ORDER liCCURACY OR BETTER) AS S,1/D ST,',nONs !,RE SHOIIN ON RECORD Of SUR\£Y 17271, I.E. NORTH .f1 "JB'11 • EAST. QUOTED BE!.RINGS FROI.I REFERENCE 1./,',PS OR DEEDS 1,1,', Y OR MAY NOT BE IN TERMS OF SND SYSTEM. THE COi.iS/NED SCALE FACTOR AT STA nON OC 147 1968 IS 0.999965800. GRID DISTNICE=GROUND D/ST,',NCE X COI.IBINED SCALE F,',CTOR. liLL DISTliNCES NOT SO NOTED AS "GRID" !.RE SHOIIN HEREON AS GROUND DISTANCES. BENCH MARK DESCRIPnON: POINT NO. 133. QC HZ 1968 -FOUND SAN mEGO COUNTY QISK IN NORTHEAST CORNER OF 7HE NORTHBOUND COAST HIGHWAY 101 BRIDGE QYEB PONm CREEK, O. 1 l/1. NORTH OF SOUTH INTERSECTION OF YENfA.L ECHIDNA,S. N 1979J94, 115 E 62.3565.130. ELEVA nON: 50.56 M,S.L. DA TUM: NC. V.D. 29 ClfY OF OCEANSJDE --(::.\ dp ✓, f-'" \ ✓, " '" 1101 TO -·-C SCALE CITY OF ENCINHAS -.. VICINITY MAP PROJECT LOCATION THIS PRo.£CT 15 LOCATED llfTHIN ASSESSORS P!.RCEL NUMBER($) 214=160:10, 11, 13 19, 20 21, z.t 29 ,t 214=590:(J,f THIS PRo.£CT !,DDRESS IS AT THE INTERSECTION OF GM! SBAQ BL'd). AND PONTO QR/YE, CARLSBAD. CM/FORNIA. REFERENCE DRAWINGS DIIG. JBJ-J SHEET 27 Of # SOURCE OF TOPOGRAPHY BY AERIM PHOTOGRAI.IETRY PER IJORENO t,ER/t,L PHOTO SURVEY D,', TED NOY, 02 Zoo+, ADDlnONM LAND SUR\£Y BY PARTNERS PUNNING AND ENGINEERING. !,DD/nONlil. TOPOGRIIPHY SHOIIN ON THESE Pu.NS WAS GENERA TED THROUGH SUR\£Y SHOTS GATHERED SEPT 15-19, 2009 BY EYffitJAN UNQ SURYEY/NG INC. TOPOGRIIPHY SHOIIN HEREON CONFORMS TO THE N,', nONM 1,1,',P ACCURACY STNID!.RDS. SHEET INDEX SHEET 1 nTLE SHEET SHEET 2 TRMFIC 5/GNM Pu.N 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. Collfomla Depl of Tronsportotlon Standard Specifications (Moy 2006 or latest revision thereof). 3. California Dept. of Tranoportatlon Standard Plans (Moy 2006 or latest revision thereof). 4. "Federal Highway Admlnl1trotlon (FHWA) Monuol on Uniform Traffic ~trot Devices (MUTCD) 2003 Edition os amended by the MUTaJ 2003 Collfornlo Supplement 5. Standard Specifications for Public Works Construction (2000 Edition or latest revision thereof). 6, Son Diego County Regional Stondord Drawing (2003 Edition or latest revision thereof). DESCRIPTION TRAFFIC SIGNM STAND!.RD STREET LJGHT STAND!.RD PEDESTRIAN PUSH BUTTON POST PEDESTRIAN PUSH BUTTON PEDESTRIAN IND/CA nON TR""1C SIGNM HE!,D -J SECnON PULL BOX -NUMBER 5 PEDESTRIAN BARRIC!,0£ 'r1DEO DETECTION UNIT MAST ARM MOUNTED SIGN P\.'t' CONDIJ/ T -J" ~DEO DETECnON ZONE LEGEND Dl[G, NO, SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SHEET 2 SYMBOL LJ 0---,, 0 __...cr::i ◄I □ 11:1<[ -· 3"C QUANTITY I EA 0 EA 1 EA 2 EA 2 Eli 4 Eli 0 EA I EA J £,', I EA ,f.O LF 6 EA "AS BUILT" BY-~.Judt, ~dtllv ANDREW P. SCHLAEFLI R.C.E. 15964 DATE REGISlRA TION EXPIRES: ~/.Jo//$' REVIEWE~D ~7 ! . BY: ___xn id ~ q/11 /; Y INS ECTOR DATE 1--...J---1-------------t--t---,t---t----i~[!CITY~C~~AD II~ ~'..dll?!/11 ' ND 'STRIPING PROVIDED BY: ~ ~ ?, HdF._MAN PLANNING AND ENGINEERING !;ij ,._, , ~ TRl',FFIC SIGNAL DESIGN BY: qJ Q 1!l!lll4 "Tl 1 .• RBAN SYSTEMS ASSOCIATES, INC. ~ '1 L/''t, 'IJ C ' , :.. 4~40 KEARNY VILLA ROAD, SUIT£ 106 iEXP. "-, SAN DIEGO, CA. 9212.J, (a~a) 560-4911 © • ~C ~ ., ~ C .. • ~~ /VII ,r ()f CM. , -_,,,/I 1 -if)[/ '-A I . . k?"' ,//, A ,f1, j,/J 11/t;t, 1). f. A I I' • 1uJ!; , NOREW P. SCHLliEFL/ -R.C.[. /15964 DATE 3 2+-11 USAI DA TE INITIAL ENGINEER Of \\IJRK & REPLACES SHEET ORIG1NALL Y SIGNED 1-13-11. CHANGED EOW REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC SIGNAL MODIFICATION PLAN FOR: HI. TON CNL•AD BEACH RESORT CARLSBAD BL \ID. ANO PONTO DR. I'/ LJ. 7/ct,-, J::'/4!£. 7 U t U I AP~ED:~ / , /. ~/) . j GLEN K VAN PESKI SENITTVIL ENGINEER PE 41204 EXPIRES 3/31/13 'DATE DWN BY: , CHKD BY: k / RVWD BY:' - PROJECT NO. SDP 05-14 DRAWING NO. 468-3B ') 072811 0 -~ 0 .J:i,. ..., 0) I\) 0) I w III I U) N I lD w ~ 0 f- 0 _J o__ POLE SCHEDULE STANDARD PLACEMENT SIGNAL MOUNTING PEDESTRIAN ,__---~-~---,---------,LUMINAIRE1---.------+-------t-----------,-P-U-SH_B_UT_T_O_N---t ND. TYPE HGT. SIG, M, A. LUM, M, A, INDUCTION A/B C VEHICLE SIGNAL TYPE PHASE QUAD 0 , , • • • 19-3-70 30' 30' 15' ·15.1''~ EX I ST, " • , • • 15' 30' 15' \51 W EX I ST, • , EX! ST, 1-MAS • • EX I ST. SV-1-T SV-1-T • SP-1-T • SP-1-T , ADA • ADA • • 2 E 2 SNS REMARKS ~ -Ponto Rood PHASE DIAGRAM 1 2 3 4 _JI =-= ,- ~ UNUSED UNUSED 5 6 7 8 c--~ lJL ,- UNUSED DETECTOR ASSIGNMENT I DETAIL "A" I I I l r---P~O~~::-:-LO~C~A~TI~O~N----1 DET PHASE SLOT FIELD TERMINAL 45• C~AR SIDEWALK SHALL . BE PROVIDED PER ADA. ~ I " 1.£ " & 6 Z? ...... _, 2 VIDEO INPUT Z1-1 5 ' VIDFO INPUT 4-6 I T3 5 & 6 Z2 3 '--3 6 VIDEO INPUT Z1 3 1 ~I VID .. INPUT ,'1 ., 3 ·2 8 VID .. INPUT ECRI---.- AB-121 ASTRO MINI-BRAG OR EQUAL 3M "OPTICOM' DETECTOR OR EQUAL COND SIZE THW CONDUCTOR SCHEDULE CONDUIT RUN &_ fl', m_ & Lfu. CONDUIT SIZE LOCATION LOCATION LOCATION LOCATION LOCATIO ® 0 FLASHING OPERII 110N SHlll.1. BE RID IN 111.1. PHI\SES. PPB 2 11 II T8 4--COM 6 PPB 6 11 II TB 7 & COM 9 TOTAL © , • • • • • • 26-3-70 30' 40' 15' 15)8 EXIST. EX I ST. 2-MAS SV-2-TB ® , , • , • • 19-3-70 30' 30' 15' I5IW EX l ST. EXIST. [-MAS SV-2-TB ® 26-4-100 30' 45' 15' ,t5i W 16' 5' 2-MAS SV-1-T ® 15' 30' 15' 151 W 16' 10' SV-1-T INSTALL 2' ADA PEDESTRIAN PUSH BUTT□N PER CITY □F CARLSBAD SPECIFICATl □N, ALL EQUIPMENT IS NEW UNLESS □THERWISE SPECIFIED, ·J/'EXISTINC EOUIPMET GENERAL NOTES: 1. The location of oil underground utl/ltles on these plans Is approximate. The contractor •hall determine the depth of oil utl/ltle•, Including those not shown on thl• pion, and verify oil job site conditions. 2. The controctor shall obtain oil necessary permits and notify oil utl/lty agencies at least +8 hours In advance of construction. 3. All new pull boxes and covers shall be concrete unless otherwlH shown. Pull box covers shall be marked with lRAmC 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 hove a 3• conduit Installed to the adjacent No. 5 pull box. The controller foundation shall have a spore 3• conduit stubbed out to the adjacent No. 6 pull box for future use. 6. All new loop detectors to be T)Pe E , Loop detectors shall be 6' diameter and positioned In the center of lone unless otherwise shown. Loops shall be aeoled using hot-melt rubberized asphalt sealant per Coltran• specifications. See Caltrana Standard Plans ES-5A and ES-5B for detector legends and detalla. 7. All signal heads shall be 12• In diameter with back plates. All red, )'ellow, green and pedestrian signal Indications shall be LE.D, 8. Pedestrian head• and push button •igns shall be International •~bola. Pede•trlon •lgnol• shall be 16"x18" L.E.D. countdown Indications and shall feature Incandescent look". Pedestrian push buttons shall be 2• ADA. 9. Lumlnolre shall hove Type IV P.E.C. 10. Anchor bolt nut covers shall be provided for oil standards. 11. Sign panels for the none Illuminated street name signs shall be fabricated using prismatic lens sheeting (Diamond-grade or equivalent) and shall not exceed 6' (width) and 1B" (height) unless otherwise approved 12. The contractor shall be responsible for the layout and Installation of loop detectors, traffic striping, pavement markings 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 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 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 civil engineer authorized to practice land surveying. A comer record or record of survey, as appropriate, shall be filed 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 on 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. CONSTRUCTION NOTES: IT] 0 EXISTING MODEL 170E CONlROLLER ASSEMBLY. ADD DETECTOR SENSOR AMPLIFIERS TO THE MODEL 170 CONTROLLER ASSEMBLY AS REQUIRED AND INCLUDE ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING AND PERFORM ALL FUNCTIONS INDICATED ON THIS PLAN. ALL EQUIPMENT SHALL BE ON THE CURRANT STATE OF CALIFORNIA "QUALIFIED PRODUCTS LIST". EXISTING TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE (7200). EXISTING TRANSFORMER (D147918). AT LOCATION@: REMOVE AND SALVAGE EXISTING SIGNAL STANDARD 1'11TH ALL SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS, EXISTINGAIGN AND SNS • REMOVE AND RELOCATE EXISTING EVPE, AND LUMINAIRE TO LOCATION~. ABANDON EXISTING FOUNDATION. AT LOCATION@: REMOVE AND RELOCATE EXISTING TYPE 15 STANDARD 1'11TH EXISTING SIGNAL HEAD, PUSH BUTTON AND LUMINAIRE TO LOCATION@. ABANDON EXISTING FOUNDATION. REMOVE AND SALVAGE EXISTING PEDESTRIAN SIGNAL HEIID. AT LOCATION@: REMOVE AND SALVAGE EXISTING SNS. INSTALL NEW VIDEO DETECTION CAMERA ON EXITING SIGNAL MAST ARM (SEE NOTES 8 AND 9) AND INSTALL NEW SNS (SEE DETAIL "B") AT LOCATION@: INSTALL NEW 3-12"(RA,YA,GA) SIGNAL HEAD ON EXISTING STANDARD FOR PHASE 5. INSTALL NEW PEDESTRIAN COIJNlDOWN SIGNAL HEAD AND PUSH BUTTON ON EXISTING STANDARD FOR PHASE 5 AND 8 RESPECTIVELY. CHANGE SIGNAL MOUNTING FROM SV-1T TO SV-2-TB, INSTALL NEW VIDEO DETECTION CAMERA ON EXISTING SIGNAL MAST ARM. SEE NOTE 9 AND 10. ill AT LOCATION @ : SP-1-T SP-2-T SP-1-T Ponto Drive ADA 8 N • Corlsbod Blvd [I] _:t ADA.----,-.-'--, Ponto Drive ADA 2 ADA 2.- E ! ·S EXISTING 1 f ONL YIONL y R61-19 (CA) --- X-WALK 'I' cFJ ~~ R3-4 R73-2(CA) R3-18 2411 x24" lo~YI R73(CA) 12' DETAIL "B" STREET NAME SIGNS LOCATION: Ponto Drive CONSTRUCTION NOTES: PHIISE SEQUENCE -II] AT LOCATION@ : ----· --~--- REINSTALL EXISTING TYPE 15 SIGNAL STANDARD FROM LOCATION(B)ON NEW FOUNDATION AS SHOWN ON THIS PLAN. REINSTALL EXISTING SIGNAL HEAD, PUSH E!lJTTON AND LUMINAIRE. INSTALL NEW COUNlDOWN PEDESTRIAN SIGNAL HEAD FOR PHASE 2. SEE POLE SCHEDULE. ~ INSTALL VIDEO DETECTION SYSTEM (ITERIS VANTAGE EDGE OR APPROVED EQUAL) TO PROVIDE AND BICYCLE DETECTION FOR ALL APPROACHES, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONlROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL 1'11RING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. @] VIOEO DETECTION CAMERA SHALL BE INSTALLED ON SIGNAL MAST ARM USING A MANUFACTURER-APPROVED RISER (PELCO • ASlRO BRACE" BRACKET 1'11TH 74-" RISER") MOUNTED ON THE BACK SIDE OF THE SIGNAL MAST ARM AS SHOWN ON THIS PLANS. @j REMOVE AND RELOCATE EXISTING PEDESlRIAN BARRICADE 1'11TH SIGNS BACK OF NEW CURB. @J REMOVE AND SALVAGE EXISTING PEDESTRIAN BARRICADE 1'11TH SIGNS. [El USE DETAIL •u• ES-6T FOR MAST-ARM MOUNT REGULATORY SIGNS. 15 REl'l1RE ENTIRE INTERSECTION SEE CONDUCTOR SCHEDULE. I SIDE MOJJNTED 88S UNIT. INSTALL NEW TYPE 26-4--100 SIGNAL STANDARD 1'11TH 4-5' MAST ARM ON NEW FOUNDATION AS SHOWN ON THIS PLAN. REINSTALL EXISTING EVPE, AND LUMINAIRE FROM LOCATION @. (SEE POLE SCHEDULE). INSTALL NEW SNS (SEE DETAIL "B"). THIS PLAN SHEET ACCURATE FOR ELECTRICAL WORK ONLY FILE NAME: 3610-E-02_8 U.S.A./, 003610 5-24-11 MV, RT PPB 8 11 L TB-B&COM9 EVA 2+5 J1 u T9 4 -:1 M 5 EVC 1+6 J12L T9 5 & 6 EVD ~ J13I T9 - 8 & C0~9 ~,~ 11 •II IH -1:1 PONTO DRIVE ffi 12' I - ./; frOjj I/ // - STRIPING PROVIDED BY: RW FMAN PLANNING AND ENGINEERING AFFIC SIGNAL DESIGN BY: N SYSTEMS ASSOCIATES, INC. 540 KEARNY VILLA ROAD, SUITE 106 N DIEGO, CA 92123, {65a) 560-4911 © ,......1-,,,,,""!IAN~DR , SC F. -, • • 15964 fi{;rf 1 - u a, EXACT LOCATION BY ENGINEER IN THE FIELD - 2 XISTING SERVICE --------~•-"--u-~•- .--" \,J- -\1/- 12· 48+ OL.._~-------l 12' 12' --- E.V.P.E. DETECTOR MOUNTING DETAIL NO SCALE 350' TO LIMIT LINE ----- NOTE: PROPOSED CONSTRUCTION SHOWN DARK EXISTING CONSTRUCTION SHOWN LIGHT OR DASHED. REFERENCE DRAl'l1NG NO. 383-3 PROJECT NO. PD 99-19 SHEET 27 VIDEO CAMERA #1 -1 MAST ARM STAINLESS STEEL BAND VIDEO VIDEO CAMERA #2 - 1 HARNESS>--VI-DE_O_C_A_M_E-RA-/13-+--+--1-+--+---+----< NOTE: TOTAL 1 DLC TYPE B #10 LOOP DLC ¢2 LOOP DLC ¢6 TOTAL E.V.P.E. LIGHTING STf!EET NAME SIGN GROUND #6 SERVICE #1 D VIDEO SERVICE INTERCONNECT CABLE (SIC) TOTAL CONDUCTOR CABLE 2 2 2 10 2 1 1 2 2 2 -,,- 2 2 1 2 2 2 4 1 .. 15 15 ~- IF THIS TRAFFIC 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 CONSTRUCTION DIITE. NO WORK SHALL BEGIN ON THE TRAFFIC SIGNAL WITHOUT PRIOR \l!RITTEN APPROVAL BY THE CITY ENGINEER. CONDUIT NOTES: & EXISTING 2"C, 1dlc. il'.., EXISTING 2"C, 2dlc. REMOVE 1 DLC. & EXISTING 2"C, 3dlc. REMOVE 2DLC. ~ EXISTING 2"C, 4dlc. REMOVE 3DLC. ~ EXISTING 3"C, 3dlc, 1 sic, 2#6 (signal), REMOVE 2DLC. ~ EXISTING 3"C, 2dlc, 1sic, REMOVE 1 DLC. i , '.', ' .. ,:{h EXISTING 2"C, 2#6 (signal)°, 2#10 (lighting), 2#12 (iisns). ADD 2#10 (VIDEO POWER). £ EXISTING 2"C, per SDG&E requirements. ~ EXISTING 3"C, 1dlc, 1sic . & EXISTING 3"C, 1sic TO CARLSBAD BLVD. AT AI/ENIDA ENCl~IAS. ~ EXISTING 3"C, 1sic TO CARLSBAD BLVD. AT POl~ISETTIA LANE. ,& 3•~. 1PLC, 1S(C, 1, · ·' ------------., CROSSWALK ' t t CROSSWALK LAYOUT "AS BUILT" 3 2 3 2 2 22 BY: £du~/?, J..., l,//. I §Wf~ ANDREW P, SCHLAE~ 5964-DA TE SCALE: 1 "=20' 0 10 20 REGISTRATION EXPIRES: 1/1<1°//~ REVIEWED)IY: !1 .If . BY: CJM4'/,/tJ. (_//4,.,-, INSPECTOR rsHEETl I CITY OF CARLSBAD 1----+--+----------------t---r---t---r--, L.__1j ENQNEERING DEPARTMENT 11 SH~TS I 3-24-11 USAJ DA TE INITIAL ENGINEER OF WORK .t & REPLACES SHEET ORIGINALLY SIGNED 1-13-11. CHANGED EOW AND REv1SED ENTIRE SHEET. REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC SIGNAL MODIF/CA TION PLAN FOR: HI. TON CARLSBAD BEACH RESORT CARLSBAD BLVD. AND PONTO DR. AP~Di. Vttn -;!}zd GLEN K ~Jr,,'11ESKI SENIOR CIVIL ENGINEER PE 41204 EXPIRES 3/31 /13 DATE DWN BY: ,, PROJECT NO. DRAWING NO. CHKD BY: q;1 SOP 05-14 468-3B RVWD BY: ' I I f • ) G7Z811 '1119'14