Loading...
HomeMy WebLinkAboutDWG 417-9; 3849-1; POINSETTIA LANE AND PASEO ESCUELA; 01-03CITY OF CARLSBAD . TRAFFIC SIGNAL PLAN FOR POINSETTIA LANE AND PASEO ESCUELA PROJECT NO. 3849-1 CONDUCTOR SCHEDULE • AWG SIZE p POLE CONDUIT SIZE AND RUN • H 3• 3" 3" 3" 3• 2-3" 2-.3" OR A OR & ffi & & & 16\ Ii\ CABLE TYPE ~ CIRCUIT WORK TO BE DONE: CITY OF OCEANSIDE N0.14 CABLE POLE -A 2/2 2/2 2/2 - -2/2 2/2 8 POLE -B - -2/2 --2/2 2/2 HtGHWAY 78, -3 C 2/2 2/2 THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: N POLE - C - - - - -2 7'/ 9,>-<:J \ '1LLAGE 0 ··~ 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS. D N POLE - D - - -2/2 2/2 2/2 2/2 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATEST REVISION). ~ D <?p . 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (JULY 1999 OR LATEST REVISION). 12 ~ . f'c'-CJ I ~) c,l' 4. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS AND MAINTENANCE OF WORK 2 -- ~ .f, I CITY OF VISTA ZONES (1996 EDITION OR LATEST REVISION). 2 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION OR LATEST REVISION). ,i. .. R,Ck 'C . TOTAL CABLES -3 CON/12 CON 2/2 2/2 4/4 2/2 2/2 4/4 4/4 ~~ L.. PROJECT 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 EDITION OR LATEST REVISION). El c~"' L .. l /LOCATION #12 IISNS 2 2 2 2 2 2 - ~ "Vo #10 LUMINAIRES 2 2 2 2 2 2 - ~ #8 SIGNAL - - - - --2 ~ #10 FL. BEACON --2 --2 2 \ ~ Ji t. '. I CANNON 1?,.0 TOTAL 4 4 6 4 4 6 4 ROAD ~VIDEO POLE - A 1/1 1/1 1/1 - -1/1 1 /1 . pJl,..Lf'A,/tAR .,;'1-?&-Y I "'COAX POLE - B - -1/1 --1/1 1/1 ~ ~: GENERAL NOTES -TRAFFIC SIGNAL: ~ (BELDEN POLE - C 1/1 1/1 I - - - - - i-~ 8281) POLE - D 1/1 1 /1 1/1 1/1 c> 1-11, po1>lstT1" _ll!.j - - -.. PACIFIC "' " "" 1' CITY or VIDEO ~ .. 1' '\'\\~ SAN MARCOS 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN POWER l',0~0 r \ (3#16) OCEAN u ,,s"-CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS l's;;'! TOTAL VIDEO 1 /1 1 /1 2/2 1 /1 1 /1 4/4 4/4 ?O' "-ti>r 4(C4 ON THIS PLAN AND VERIFY ALL JOB SITE CONDITIONS. APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. ~@ >2+11l EVA 1 1 1 - -1 1 "' . !il4 EVB 1 1 1 i '<'· 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES 14. FILASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN - - - - ~ .-..,--..~ I (-' 7 AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 11l1+!il6 EVC --- - -1 1 ' -A ,._'< . DLCM !ilB EVD ---1 1 1 1 ::-._ ~ . / ~ 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION ,~ COSTA ~ AVE " \\ BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 WITH THE SIGNING AND STRIPING CONTRACTOR. f' . UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200'. TOTAL DLC 1 1 2 1 1 4 4 i / p ,-J 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION SIC 6 PAIR /120 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY - - - - - -- "' I CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED TOTAL CONDUCTORS / CABLES 11 11 20 11 11 34 34 L\. . 5 . ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE WITH APPROPRIATE MONUMENTA TION BY A LICENSED LAND SURVEYOR -; ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND NOTE: CITY or ' -CONDUIT AND PULL ROPE STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. ENCINITAS SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL 2. SIC -SIGNAL INTERCONNECT CABLE ,091404 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. '.J 17 AND PEDESTRIAN INDICATIONS SHALL BE L.E.D. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. ,. ~ 7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN DETECTOR SCHEDULE ..J. ~ SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 18. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE I ACCOMPLISHED AT A FACILITY DESIGN A TED BY THE CITY OF CARLSBAD. ~ 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. THE CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT. JETECTOI PHASE SLOT FIELD NUMBER NUMBER TERMINAL NOT TO SCALE 9. SIGN PANELS FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE PPB 2P 112L T8-4 & COM 6 VICINITY MAP PRISMATIC, CUBE CORNER REFLECTIVE SHEETING {DIAMOND GRADE OR EQUAL). ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PPB 4P 112L T8-5 & COM 6 THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. PPB 6P 113U T8-7 & COM 9 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS. PARKING REMOVAL AND TRAFFIC SIGNING 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING PPB 8P 113L T8-8 & COM 9 SHOWN ON THESE PLANS. WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. EVA 2+5 J12U T9-4 & COM 6 EVB 4 J13U T9-7 & COM 9 11. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS 21. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. EVC 1+6 J12L T9-5 & COM 6 REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, EVD 8 J13L T9-8 & COM 9 PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 22. LUMINAIRES AND INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE FLASH 114U TB-10 & COM 12 TYPE IV P.E.C. - 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM AS NECESSARY. "AS BUil T" DATE P.E. EXP. ~IEWED BY: I I\ •· • ~"',\ ~ ,_, 7/,oftru INDEX OF SHEETS: ' INSPECTOR -. DA I J\ ''// /3 f3U/i / " I SH~ET I I SH~TS I f'l.O._ DESCRIPTION CITY OF CARLSBAD ENGINEERING DEPARMENT 1. TITLE SHEET ~y.OHSS/~ 2. TRAFFIC SIGNAL PLAN lfr~ c:,,~~ T. k;+' <t: TRAmC SIGNAL PLAN FOR: 3. SIGNING AND STRIPING PLAN ., "f1r --POINSETTIA LANE AND ~ -\}\ ~ :>i!,No.5 "' PASEO ESCUELA ... Exp. 6/30/05 ,.. .r~ll CI VI\, ",#:~ Af/r0':f:~. L I ,r/a.o 1....._ 'l' OF C~\.\~ • _,. . DEPUTY CITY [ml:INEER ~ J" 28515 EXP. 3/31/06 DATI DWN BY: JTK PROJECT NO. DRAWING NO. CHKD BY: DATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 3849-1 417-9 REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL L L PHASE DIAGRAM 30" 36" 36" a:: 1112 jU xww 30" 36" 36" A I <1---f> NOT USED G-[s I --__ _J NO U TURN 1116 <1---f> ¢7 NOT USED 1118 t t BCR DETAIL A: SIGNAL POLE LOCATION N.T.S. / / R34 R73-2 [§] DETAIL C: MASTARM MOUNTED SIGNS --N.T.S. PHASE SEQUENCE EXIST. 2"C, NEW SIC / 3 I WAll 11 +5 ~ ~:: ~ 2+6 H 4+8 1 SEQUENCE WITH CALLS ON ALL PHASES ON souTH AT}Ell7'FijuEfi;Rffi'c?a.=-- (APPRox. ~gJ. CORNER TE STREET W31A lie TO 't) R W (1000 FT) --w-r7 CURB -w- -w--- -- CONTROLLER DETAIL LANE N.T.S. WAlK -s-- --s- ----s ------- CURB CONG - ---w--- ---w-- -w----w J2''..J\IATER___ EXIST. 2"C NEW SIC 2#10 (BEACON) CURB --w- R73-3 CATV PED --s-- -w-----w- R/w -w-12" .WA.JIil_ -w--------w--a• REClAIMED WA T[R ---~ --' s s i 8 ---11) 02 BI_KE) L....1 -----·-Joo· To X-~ JJO' TO X-W~ 2"C, 2#1 O(FLASHING BEACON) R28(S) R81 POLE SCHEDULE MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB LOC. MAST ARM t---.---tt-----r--------tt-----,---j--,---1 LUMINAIRE SIG. LUM MOUNTING INDICATIONS MOUNTING HASE QUAD HAS MAS 3-12" (RA.YA.GA) MAS 3-12" (R,Y,G) <:: GUARD RAIL PLACEMENT A B C 0 26-4-80 40' 12' 3-12" ( R,Y,G) sv-J-TA 3-I?"( l<'.YG' ff·/'2"':R,Y,G YA GA} SP-2-T 2P BP s E 2P BP 250W HPS 2' 3' sv-1-T<3> 3-12· (R,Y,G C3> TOP I.1.S.N.S. "Paseo Escuela" 7 ---s-- s-- 0 R 0 y 0 G e YA e GA 0 19-3-80 25' 12' MAS 3-12" (R,Y,G) SV-Z-TA 3-12" (RA,YA,GA) 3-12" (R,Y,G) SP-2-T 2P 4P s w 2P 4P 250W HPS -2' 3' "Poinsettia Lane" ~-SfQT/ON 1-li!AD: © 26-4-80 40' ® 19-3-80 25' NOTES: MAS 12' MAS SV-2-TA MAS 12' SV-2-TA 3-12" (RA,YA,GA) 3-12" (R,Y,G) 3-12" (R,Y,G) 3-12" (R,Y,G) 3-12" (R,Y,G) 3-12" (RA,YA,GA) 5-1'2"(R,Y,0,YA, G/J) 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. SP-2-T SP-2-T I 4P 6P 6P BP w N N E 4P 6P 6P BP 250W HPS 6.5' -3' 250W HPS -16' 3' 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. 3. ¢6 INDICATION SHALL BE HIGH MOUNTED AT 17'. ¢1+¢8 "Paseo Escuela" "Poinsettia Lane• 20 1" = 20' RANCHO RIO ELEC VAULT WALL----... COMM PED~-'1--f~ TELE~ PED~ • GV I I ~ LIP CURB CURB ¢4 r, I I I I I I I I I I I I I I I I ~1r! (Nt,r R7 N-1 I I R7 I I N-1 I -RW-- ~ 0 CURB · LIP TOP " o ___ --"20 40 GRAPHIC SCALE CHICO I I 11 I ~.1 ,, q! I I I I I " I 0 z " I "' ► ~ I "' I I , I III CONSTRUCTION NOTES: 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 27256 EPROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND TYPE 225 CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CABINET USING A SWING-AWAY MOUNTING. THE UPS SHAUL BE CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS OF RED FLASH OPERATION (CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR UPS SHALL BE HOUSED IN A NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS SPECIFICATIONS. INSTALL VIDEO DETECTION SYSTEM TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON THE LUMINAIRE MAST ARMS AND ALL NECESSARY WIRING AND ANCIULARY EQUIPMENT. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL. CONTRACTOR SHALL FURNISH ONE EXTRA VIDEO DETECTION PROCESSOR CARD TO THE CITY AT SIGNAL TURN-ON FOR FUTURE USE. INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE: 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V INTERNALLY ILLUMINATED STREET NAME SIGN (IISNS) METERED CIRCUIT BREAKER, 15A-1P, 120V FLASHING BEACON METERED CIRCUIT BREAKER. 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. [II INSTALL 2" CONDUIT AND PULLROPE FROM SERVICE CABINET TO SDG&E _SERVICE POINT (TRANSFORMER # D132737855, APPROX. 11 O' WEST OF INTERSECTION) PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. @J INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVIPE) DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). SEE DETAIL B, THIS SHEET. [§] 0 [fil INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN. SEE DETAIL C, THIS SHEET. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. INSTALL NEW /15 PULLBOX OVER EXISTING SIC CONDUIT. STUB OUT NEW 3" CONDUIT FROM PULLBOX TO PROPOSED CONTROLLER. ROUTE AND TERMINATE NEW SIC AND NEW 2#10 (BEACON) TO CONTROLLER. AB-121 ASTRO MINI- BRAC OR EQUAL APPROACHING VEHICLES EVPE DETECTOR \__ MAST ARM STAINLESS STEEL BAND [II DETAIL B: EVPE DETECTOR MOUNTING N.T.S. EXIST. 2"C NEW SIC TO SIGNAL CONTROLLER AT MELROSE DRIVE ON NORTHEAST CORNER (APPROX. 1400' (j,_ TO ~ R IN ~---EXIST. 2"C, NEW SIC, 2fl O (BEACON) ----,.....~- \. D MONUMENT v---,..c::_SIGN WALi. TELE MH IRG R28(S) BOX)= R81 _ -3t-~;;;=L_:____,--1- -s- CURB -w-- '11 ------ X y CURB -vi---- □ ___,,!!' -----➔...,=- ~ --~---- IGN\-• ~ LEGEND: VIDEO DETECTION ZONE ... VIDEO DETECTION CAMERA ----------------- \ r/J1+¢8 CONSTRUCTION NOTES, CONT1D: -SECTION) MASTARM MOUNTED SIGN 0 UTE TELE PB PED .es· CATV PED []] INSTALL TYPE IA POLE WITH ADVANCE FLASHING BEACON PER CALTRANS STANDARD PLAN ES-4C. THE EXISTING "INSTALLATION C" SCHOOL SIGN SHAUL BE RELOCATED FROM STREET LIGHT POLE TO FLASHING BEACON PER SHEET 3 OF THESE PLANS. --( E.V.P.E. DETECTOR FLASHING BEACON CONTROL SHALL BE INCLUDED AND SHALL PROVIDE DAY-OF-WEEK AND TIME-OF-DAY PROGRAMMING CAPABILITIES. SEE SHEET 3 FOR SIGNING AND STRIPING fi+ 1; 6 l:l . 30/05 it c,v1'- or c~\.\~ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL "AS BUILT' DATE P.E, ___ _ EXP. ___ _ REVIEWED BY: h•o ......... So•W INSPECTOR '1/,o[ou DATE TRAFFIC SIGNAL PLAN FOR: POINSETTIA LANE AND PASEO ESCUELA APPROVED \. D PUTY CITY E OWN BY: JTK CHKD BY: FIELD BY: EXP. J 31 06 PROJECT NO. DRAWING NO. 3849-1 417-9 "' • -0 " C "' iii I "' ... "' "' 091404 Ul □ ffi :E !llil ru~ 0 ..... - I t,,1 IO L SIGNING NOTES: QJ INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. m INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE AS SHOWN. 0 INSTALL NEW SIGN ON EXISTING TELESPAR POST AS SHOWN. II] 0 REMOVE EXISTING SIGN(S) AS SHOWN. STRIPING NOTES: @ PAINT PER CALTRANS DETAIL XX. @ EXISTING 12" YELLOW CROSSWALK (THERMOPLASTIC) TO REMAIN. (§) REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. @ INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). REMOVE R1 "STOP" SIGN ANO R1-3 "4-WAY-PLATE AFTER TRAFFIC SIGNAL IS OPERATIONAL. EXISTING DOUBLE STREET NAME TO REMAIN. RANCHO RIO CHICO TRIM EXISTING TELESPAR POST TO APPROPRIATE HEIGHT. RELOCATE EXISTING "INSTALLATION C" SCHOOL SIGN TO NEW FLASHING BEACON ASSEMBLY. REMOVE EXISTING SIGN AND POST AS SHOWN. GR 760' TO X-WALK EXIST. PAVEMENT LEGENDS TO REMAIN W41~ R/W 400' TO --- --- ~, £'I o ~ "" '"-I I GENERAL NOTES -SIGNING & STRIPING: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. ... ---(1000 Fl) ~ 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STAND SPECIFICATIONS (JULY 1999 OR LATEST REVISION), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY TiiE ENGINEER OF WORK AND THE PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING, MARKINGS AND YELLOW MEDIAN NOSES ON POINSETTIA LANE WITHIN 200' OF THE PROPOSED CROSSWALKS SHALL BE REFRESHED, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY TiiE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONA1L STANDARD DRAWING M-19. 13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED. 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET Willi STRAPS. 16. EXISTING SIGNS THAT ARE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 17. "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 18. NEW "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED BY ANO INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. -- EXIST. STRIPING TO BE REFRESHED --"" T i . NIO IW._ I -, R26 R26 3 R26D/R81 1 ootl]- ----Y'c,; PM EXIST. STRIPING TO BE REFRESHED SEE GENERAL NOTE #6 40 1"=401 ---- ' 0 40 80 GRAPHIC SCALE EXIST. STRIPING TO REMAIN ~ ::;;j t.l ~ 0 EXIST. STRIPING TO BE REFRESHED EXIST. STRIPING TO BE REFRESHED SEE GENERAL NOTE 1/6 DRJVE1r.A.Y SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN I EXIST. PAVEMENT ARROW TO REMAIN ;/ EXIST. PAVEMENT LEGENDS TO REMAIN "AS BUILT" P.E. ____ EXP. ___ _ REVIEWED BY: DATE ~9-()fESSt T. it1. 1---1-------li----------------+--+---+---+-----l I SH3EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ~==--================::'.....::::::~ ~~ . ~667 xp. 6/30/05 C/y\\, OF C~\. I~ SIGNING & STRIPING PLAN FOR: APPROVED POINSETTIA LANE AND PASEO ESCUELA "R,. ''°' •. ./u/o+ g-DEPUTY CITY E E 2B515 EXP. 3 31 06 DATE ~ .s DWN BY: JTK PROJECT NO. DRAWING NO. :S CHKD BY: "' DATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 3849•1 417•9 i, L ___________________________________________________________________________________________ _j~E~NG~1N~EE;!:R~D2!_F..!_w~oR~Kj_ ____ _:R:_::E:.:Vl.:_:S::_:IO:::_N:....:'.D.'.:ES:'.:C:::_R::::IP'....T'.::IO::'.'.N.:_ ____ l.2□!!:TH~ER~AP!P~Ro~v~AL;J_.£C!!:ITYr...!!APfP~Ro~v~ALj_:::=====:::'...:::=====:::'...:::=====:::.J ~ . I 091404