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HomeMy WebLinkAboutDWG 407-9; 3906-1; CANNON RD AND CAR COUNTRY DR; 01-03CITY OF OCEANSIDE HIGHWAY, ;,8 PROJECT LOCATION NOT TO SCALE CITY OF CARLSBAD TRAFFIC SIGNAL PLAN FOR CANNON ROAD AND CAR COUNTRY DRIVE --~ I I CITY OF ENCINITAS . L--7_ --7 I CITY OF VISTA CITY Of SAN MARCOS VICINITY MAP PROJECT NO. 3906-1 WORK TO BE DONE: THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATEST REVISION). 3. CAUFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (JULY 1999 OR LATEST REVISION). 4. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS ANO MAINTENANCE OF WORK ZONES (1996 EDITION OR LA TEST REVISION). 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION OR LATEST REVISION). GENERAL NOTES -TRAFF1·C SIGN.AL: 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THJS PLAN AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN All NECESSARY PERMITS AND NOTIFY All UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL". All PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200'. 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT AND PULL ROPE STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 6. All SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN INDICATIONS SHALL BE L.E.D. 7_ PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS-PEDESTRIAN SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. SIGN PANELS FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRJSMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL). 1D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AI\ID LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNJNG SHOWN ON THESE PLANS. 11. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL ANO SIGNING PRIOR TO PAINTING AND INSTALLATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING ANO PAVEMENT MARKINGS BY GRINDING. INDEX OF SHEETS: 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 14. FLASHING SIGNAL OPERATION SHALL BE RED ON All PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURlNG FLASHlNG OPERAllONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION ANO/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 AUTHORlZED TO PRACTlCE LAND SURVEYING. A CORNER 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. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 18. TESTING OF CONTROL EQUIPMENT ANO CABINET WIR!fl.JG SHALL BE ACCOMPLISHED AT A F ACIUTY DESIGN,A TED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT. 19. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&:E ANO PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22. LUMINAIRES AND INTERNALLY ILLUMlNA TED STREET NAME SIGNS SHALL HA VE TYPE IV P.E.C. 23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND .IRRIGATION SYSTEM AS NECESSARY. CONDUCTOR SCHE.DULE AWG SIZE p POLE CONOUIT SIZE AND RUN , H 3• 3" 3• 3• 3• 2-3" OR A OR fil /2\ /j\ & & /4\ CABLE TYPE ~ CIRCUIT N0.14 CABLES POLE - A -- - -1/1 1/1 C POLE - B 0/1 0/1 0/1 0/1 0 3 C POLE - C 1-1 1/1 1/1 1 /1 1/1 N 0 2/1 D N POLE - D -- -2/1 2/1 u D C 12 u T C 0 T R 0 R TOTAL CAet.ES - 3 CON./12 CON _/1 1/2 1/2 ~;, ... 4/4 4/4 ff12 l:ISNS 2 2 2 2 2 2 #10 LUMINAiRES 2 2 2 2 2 2 TOTAL 4 4 4 4 4 4 l;:'!;IVIDEO POLE - A ---- -- ~ COAX POLE - B --t -1 --1/1 ~ (BELDEN POLE - C 1/1 1/1 1/1 1/1 --~ 8281) POLE - D 1/1 -- -- VIDEO C POWER f!;1 (3/f16) TOTAL VIDEO . tit 2/2 z;e. 1/1 ~ 1/1 2+¢! EVA - - -1 1 1 ¢4 EVB -- - - - - ·1+¢6 EVC 1 1 1 1 DLCM ¢8 £VD 1 1 1 1 1 TOTAL DLC 1 2 2 3 3 3 SIC 6 PAIR 620 1 1 2 2 2 2 TOTAL CONDUCTORS / CABLES 9 14 14 21 23 23 NOTE: 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE "AS BUil T" -----, DATE P.E. ___ _ EXP. ___ _ REVIEWED BY: " c:,.,.,. '\~ ' INSPECTOR 9-n-DG'° DATE DESCRIPTION TITLE SHEET 1----t---+-------------+--+---t----t---t j sHE1ET [ ~-c_i_rv_o_F_c_AR_L_s_s_A_o_~ _ ENGINEERING DEPARMENT 3 ,I SHEETS ii 1. 2. 3. TRAFFIC SIGNAL PLAN SIGNING AND STRIPING PLAN TRAFFIC SIGNAL PLAN FOR: CANNON ROAD AND CAR COUNTRY DRIVE APJ;'ROVED ic.,L.,..._4,. r. .Lo t....1 .,. J... t-!, l•-s DEPUTY CITY ENdiiffR RC6.128515 EXP. 3/31/06 DAlE ii' l----+--+------------------+---+---1----+----l ::============.:;-;:::=:::':::====-;--;_=====~. :! OWN BY: JTK PROJECT NO. DRAWING NO. [ CHKD BY: u DA TE INlllAL DA TE INITIAL DA TE INITIAL FIELD BY: 3906• 1 · 407-9 ,b 4$-f3U!L7 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ .._--------------------------------------------------------------------------------------------==:;;,;..;;;.;....;=;.i,_-------------------'-...::..;;.='-.:.::..;..c;;;_;,;_;;;;_L..,:;;.;,.;_,;,;;.,;..c;;;_;,;.;;;.. ...... _________________ .....; __ _, /./ u: ·12 "--- _J --l(J DETECTOR SCHEDULE JETECTOF PHASE SLOT FIELD NUMBER NUMBER TERMINAL PPB 2P I12U TB-4 & COM 6 PPB 4P I12L T8-5 & COM 6 PPB 6P I13U T8-7 & COM 9 PPB 8P I13L T8-8 & COM 9 EVA 2+5 J12U T9-4 & COM 6 EVB 4 N/A NOT USED EVC 1+6 J12L T9-5 & COM 6 EVD 8 J13L T9-8 & COM 9 FLASH -I14U T8-10 & COM 12 -3"C, SIC TO CONTROLLER a:: 10 o/ww /'-A I ~B I __ L_t __ _J BCR DETAIL A: AT CANNON RO & PASEO DEL NORTE (APPROX. 1400') CANNON ROAD R/W R/W --1------...; --r::,_ -- ¢2 I I - I -+-I- I I L_J - - 300' TO LIMIT LINE LOC. MAST ARM MAST ARM 12' 8' 1 o· 12' TRAFFIC SIGNALS SIG. LUM; MOUNTING INDlCA TIONS 0 TYPE 1-A 26-4-80 45' 12' 19-3-80 25' 12' ® 26-4-80 45' 12' NOTES: TV-1-T MAS MAS SV-2-TA MAS SV-2-TA MAS MAS SV-1-T 3-12" (RA,YA,GA) 3-12" (RA,YA,GA) 3-12" (R, Y,G) 3-12" (R,Y,G) 3-12~ (RA,YA,GA) 3-12" (R, Y,G) 3-12" (RA,YA,GA) 3-12" (R,Y,G) 3-12" (RA,YA,GA) 3-12" (R,Y,G) 3-12" (R,Y,G) 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. PED SIGNALS PPB LUMINAIRE MOUNTING PHASE QUAD PHAS! PLACEMENT A 8 C SP-1-T 2P s 2P -15' 3' 250W HPS ,EE PLAI 7' SP-1-T BP E BP 250W HPS ,EE PLAI 8' BP w BP SP-2-T f----+---+-----1 250W HPS 13' -3' 2P 2 2P 1.1.S.N.S. Car Country Dr Cannon Road Car Country Or 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. PHASE DIAGRAM ¢2 <l--1> NOT USED NOT USED \!14 NOT USED PHASE SEQUENCE I 1 +6 I . I 2+6 I I I 8 SEQUENCE WITH CALLS ON ALL PHASES AB-121 ASTRO MINI-BRAG OR EQUAL APPROACHING VEHICLES GJ DETAIL B: EVPE DETECTOR MOUNTING N. T.S. EVPE DETECTOR MAST ARM STAINLESS STEEL BAND 20 1'" = 20' FUTURE ROAD EXTENSION ! -- , 20' ! I CONC __ : iSLA.l~D r-- 26' H--4' 12' G--' 0 20 40 ----- GRAPHIC SCALIE 16' I I j I I -I OJ m :SLAN[; Ill GJ [[I CONSTRUCTION NOTES: INSTAUL TYPE 170E CONTROULER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHAUL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHAUL BE EQUlPPED WITH ONE MODEL 412G PROGRAM MODULIE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 £PROM 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) SHAUL BE INSTALLIED IN THE CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL BE CAPABLE OF PROVIDING A MINlMUM OF EIGHT HOURS OF RED FLASH OPERATION (CLARY SP 1000 SERIES OR APPROVED EQUAL). REPAIR EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALLATION. INSTAUL VIDEO DETECTION SYSTEM TO PROVIDE VEHICLIE 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. 300' TO X-WALK 1--------- J---- --.i-...-- 1 o· 8' 12· : -x--x--x~ CONSTRUCTION N:OTES, CONT'D: INSTALL TYPE HI-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE: 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V INTERNAUL Y ILLUMINATED STREET NAi<AE SfGN (IISNS) METERED CIRCUIT BREAKER, 30A-2P, 240V LIGHTING UNMETERED CIRCU1T BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. REPAIR EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALILA TION. INSTALL SINGLE-CHANNEL EMERGENCY VEHICLIE PRE-EMPTION (EV1PE) DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). SEE DETAIL B, THIS SHEET. INSTALL 2" CONDUIT AND PULLIROPE FROM SERVICE CABINET TO SDG&E VAULT PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. 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. SEE SHEET 3 FOR SIGN RELOCATIONS. SAWCUT AND REMOVE EXISTING CURB AND GUTTER. INSTALL NEW TYPE "A" PEDESTRIAN RAMP PER SDRSD G-27. 36" 36" VIDEO DETECTION ZONE fl 30" VIDEO DETECTION CAMERA MASTARM MOUNTED SIGN E. V.P.E. DETECTOR 36" R73-2 ~ DETAIL C: MASTARM MOUNTED SIGNS N. T.S. 36" ONLY R73-MOD "AS BUil T'' 3"C, SIC TO CONTROLLER AT CANNON RD & LEGOLANO OR (APPROX. 22{J()') R/W -l(J -l(J R/W DATE SEE SHEET 3 fO:R SJGNING AND STRlPING I P.E. ___ _ EXP. ___ _ REVIEWED BY: 9-17-0S DATE CITY OF CARLSBAD ENGINEERING DEPARMENT TRAFFIC SIGNAL PLAN FOR· CANNON ROAD AND· CAR COUNTRY l)RIVE:. Af;PROVED J<,, r..,_,,..;... T, r/,/oJ 28515 EXP. 3/31 DATE ! DEPUTY CITY 0 OWN BY: JTK PROJECT NO. DRAWING NO. §, 1-----t---+--------------------11-----+---+--+-----4 CHKD BY: en DATE INITIAL DA TE INITIAL DA TE INITIAL Fl.ELD BY·. 39()6-1 487-9 J, REVISION DESCRIPTION .,o ._ __________________________ ...;... _____________________________________________________________________ _.~N~.Q~N~EE~R~O~F~W~ORl(:::.::,i __________________ ..J....:o~m~£~R~A~PP~R~O~~~L.l..~Cl~TY~~~P~RO~V~AL;__.1-========-========-=======Jn 07Z:i0 _J R/W CONG I f R/W 3 CANNON ROAD -------- EX. R2(45) R26D/R81 8' EXIST. STRIPING 12' TO REMAIN 12' ISLAND 8' 1 o· i EXIST. STRIPING 12' TO REMAIN :I ... 12' !, ; I -------- 8' CONG 1325' TO ., LIMIT LINE B- GENERAL NOTES -SIGNING & STRIPING: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATIEST CALTRANS TRAFFIC MANUAL, CALTRANS STAND SPECIFICATIONS (JULY 1999 OR LATIEST 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 THE ENGINEER OF WORK AND THE PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTIED TWO WEEKS AFTIER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATIED LENS REFLECTIVE SHEETING (HIGH INTIENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHJN A 500' PERIMETIER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" C0NDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTIED 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 STIENiCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATIED. CROSSWALKS SHALL HAVE 10' :INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 1 . ' 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 LATIEST CALTRANS_ TRAFFIC MANUAL AND SAN DIEGO REGIONAL 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 STIEEL TUBING WITH BREAKAWAY BASE PER j,AN DIEGO REGIONAL STANDARD DRAWING M-45. 15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTIED USING A STANDARD CITY !MOUNTING BRACKET WITH 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· ~~; ~~~~:~o~~iAg~ ~~~7-~~:E;~i~~N~~~~~~~c s~~SNg11fcET~s6~~~ ~~;iE:t;:~J~GNALS 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED BY AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. CONG ISLAND EXIST. PAVEMENT ARROW TO REMAIN, TYP. WALK R7 /N-1 i, I I I I I I I I / 1¥ ~ I I FUTURE ROAD EXTIENSION R7 /N-1 R1 20' CONG ISLAND CURB I /,1 Ii l ,,. ' ·, I; I I ...a.. qno ,,,oJ, 12' 16' I I I I \ 1 o· 1 NEW PEDESTRIAN RAMP, SEE SHEET 2 R7 /N-1 , .,.i'lt . . EXIST. PAVEMENT ARROWS TO REMAIN, TYP. -~ EXIST. STRIPING I TO REMAIN I I I STRtPING NOTES: @ PAINT PER CALTRANS DETAIL XX. @ PAINT 4" WHITIE LINE @ INSTALL 12" WHITIE LINE (THERMOPLASTIC) @ REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. -~ INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). ..--'.,,..EXIST. STRIPING TO REMAIN EXIST. PAVEMENT ARROW TO REMAIN, TYP. CONG ISLAND CONG WALK EXIST. STRIPING TO REMAIN BIKE LANE SIGNING N.OTES: [I] 00 rn ill @] [fil REPLACE EXIST. W17 "STOP AHEAD" SIGN WITH W41 "SIGNAL AHEAD" SIGN. INSTALL NEW SJGN ON TIELESPAR POST AS SHO•WN. REPLACE EXIST. W7A SIGN WITH W41 "SIGNAL AHEAD" SIGN. RELOCATIE SIGN FROM EXISTING STREET LIGHT POLE TO NEW TIELESPAR POST. REMOVE EXISTING R1 "STOP" SIGN AFTIER TRAFFIC SIGNAL IS OPERATIONAL. INSTALL TYPE I PEDESTRIAN BARRICADE PER CALTRANS STANDARD PLAN ES-7P, INCLUDING TWO R49 SlGNS. I SEE SHEET 2 FOR TRAFFlC SIGNAL PLAN 275' TO X-WALK ___ y_w __ _ 8' 12' 12' 1 o· 8' 12· 12' 8' EX.SIGN R/W 20 __ o ___ ___c20 40 1· = 20' GRAPHIC SCALE "AS BUILT'' DA TIE P.E, ___ _ EXP. ___ _ REVIEWED BY: DATIE I SH3EET I CITY OF CARLSBAD 137 ~====:=============================================~====:====:===== .__ __ E_NG_I_N_EE_R_IN_G_D_E_P_AR_M_E_N_T __ _,~ T. /. \j ( ... No. 56667 Exp. 6/30/0 CtV\ TRAFFIC SIGNAL PLAN FOR: CANNON ROAD AND CAR COUNTRY DRIVE APPROVED ~~tJ~•-fci 28515 EXP. 3/31 06 "' ~ -0 "' "E. OWN BY: JTK PROJECT NO. DRAWING NO. :S CHKD BY: "' DATE INl11AL DATE INITIAL DATE INITIAL FIELD BY: 3906-1 407-9 ~ L------------------------'----------------------------------------------------------------,------ll=~IN~E~ER!_c0!:!:F~W~OR~K;,l,_ ____ _:R.:.:E:.:Vl.:.:S:.IO:N.:..:D::E:SC=R.:l:..PTl.:.:O:N~---'---.LlO!;lTH;!,!;E!:_R ,!AP!::!;P?,R02;V~ALLl__;:C;!:!:ITY!.,!AP~P:!:;R02;V~AL!;_j_::======-=======-======::::'.J ~ C • C _J