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HomeMy WebLinkAboutDWG 407-8; 3862-1; TRAFFIC SIGNAL PLAN FOR COLLEGE AND TAMARACK; 01-03L CITY OF CARLSBAD TRAFFIC SIGNAL PLAN FOR COLLEGE BOULEVARD AND TAMARACK AVENUE NORTH CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN NOT TO SCALE PROJECT LOCATION L .. L ··7 i CITY OF VISTA CITY OF ENCINITAS Ro,1 u · · 7 VICINITY MAP CITY OF SAN MARCOS PROJECT NO. 3862-1 WORK TO BE DONE: lHE IMPROVEMENTS CONSIST OF lHE FOLLOWING WORK TO BE DONE ACCORDING TO lHIS PLAN AND: 1. lHE CITY Of CARLSBAD SPECIAL PROVISIONS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATEST REVISION). 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (JULY 1999 OR LATEST REVISION). 4. CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS AND MAINTENANCE OF WORK ZONES (1996 EDITION OR LATEST REVISION). 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION OR LATEST REVISION). GENERAL NOTES -TRAFFIC SIGNAL: 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON lHESE PLANS IS APPROXIMATE. lHE 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 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 WllH 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. B. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. SIGN PANELS FOR INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL). 10. lHE 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. 11. THE CONTRACTOR SHALL OBTAIN APPROVAL Of THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE FOR lHE LOCATIONS OF THE LOOP DETECTORS, STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 13. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE lHAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED IN WRITING BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. INDEX OF SHEETS: 14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 16. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED ANO REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE 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 AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED 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 AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22. LUMINAIRES AND INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE TYPE IV P.E.C. 23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM AS NECESSARY. 24. ALL NEW LOOP DETECTORS TO BE TYPE "E". LOOP DETECTORS SHALL BE 6' DIAMETER WITH 1 O' SPACJNG AND POSITIONED IN THE CENTER OF THE LANE UNLESS OTHERWISE SHOWN. FRONT LOOPS SHALL HAVE FIVE (5) TURNS. ALL OTHER LOOPS SHALL HAVE THREE (3) TURNS. LOOPS SHALL BE SEALED USING HOT-MELT RUBBERIZED ASPHALT SEALANT PER CALTRANS SPECIFICATIONS. SEE CALTRANS STANDARD PLANS ES-5A AND ES-58 FOR DETECTOR LEGENDS AND DETAILS. CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT SIZE AND RUN H 2-3" 2-3" 2-3" 3" 3· 3· 3· OR A OR J;\ Ii\ ~ /4\ A\ Is\ A CABLE TYPE ~ CIRCUIT N0.14 CABLES POLE -A 1/1 1/1 -- --- 8 POLE -B 1/1 1/1 1/1 ---- N 3 8 POLE - C 1/2 1/2 1/2 1/2 -- - D N POLE -D 1/1 1/1 1/1 1/1 1/1 --~ D POLE - E 2/2 2/2 - --2/2 2/2 12 ~ ~ R TOTAL CABLES -3 CON/12 CON 611 6/7 3/4 2/3 1 /1 2/2 2/2 #12 IISNS 2 2 2 2 2 2 2 #10 LUMINAIRES 2 2 2 2 2 2 2 #10 FLASH BEACON 2 2 2 2 2 -- TOTAL 6 6 6 6 6 4 4 VIDEO POLE - C 1/1 1/1 1/1 1/1 --- COAX POLE - D 1/1 1/1 1/1 1/1 1/1 --(BELDEN POLE -E 1/1 1/1 ---1/1 1/1 8281) VIDEO POWER (3#16) TOTAL VIDEO 3/3 3/3 2/2 2/2 1/1 1/1 1/1 112 2 2 2 2 2 -- &2+9l~ EVA 1 1 1 1 --- 914 EVB 1 1 1 1 1 1 - DLCM .s EVC 1 1 ----1 TOTAL DLC 5 5 4 4 3 1 1 SIC 6 PAIR '"20 1 1 1 ---- TOTAL CONDUCTORS / CABLES 31 31 22 19 13 11 11 NOTE; 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE "AS BUILT'' DATE P.E. ___ _ EXP. ___ _ BY: INSPECTOR DATE I'& DESCRIPDPN 1. TITLE SHEET t-----t----t--------------+----t----t-----t---t I SHE1ET I CITY OF CARLSBAD i"i7 ENGINEERING DEPARMENT ~ ;::=~..:=::==============:::.:::::~ TRAFFIC SIGNAL PLAN FOR: 2. TRAmc SIGNAL PLAN 3. SIGNING AND STRIPING PLAN COLLEGE BOULEVARD ANO TAMARACK AVENUE (NORTH) l~~OVED I i------+----+------------+---t---t----+----1 KJ~ \"", ,1-.. l,._ •-kc. 'I I /lo"'"A I• o ., t---+--+-----------------+----i----+----t------1 DEPUTY CITY ENC!t@f RCE 28sjef EXP. 3/31/rJ6 ~ _ 1----f---+---------------+--+--+---+---I ::..=-=-=-=-=-=-=-=-=..:'.'.~-;::::=::::'.'.'.:==:=;-;::::====~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: JTK CHKD BY: FIELD BY: PROJECT NO. 3862-1 DRAWING NO. 407-8 .., ~ .... a ...._ C "' 0 "' :e • .... G) -0 ~ a 0 () .,::a. I ~ N "' 0 ., "' ...... _J I 0) L m 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 ANO TYPE 225 CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM {UPS) SHALL BE INSTALLED IN THE CABINET USING A SWING-AWAY MOUNTING. THE UPS SI-IALL BE CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS OF RED FLASI-I 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. REPAIR EXISTING LANDSCAPING ANO IRRIGATION SYSTEM AFTER INSTALLATION. 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 ANO ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL. INSTALL TYPE Ill-BF SIGNAL ANO 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. REPAIR EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALLATION. (!] INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). SEE DETAIL B, THIS SHEET. @] INSTALL 2" CONDUIT AND PULLROPE FROM SERVICE CABINET TO SDG&E TRANSFORMER #£)137273 PER SDG&E REQUIREMENTS. CONDUCTORS BY SOG&E. [fil III [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, FOUNOA TION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. SEE SHEET 3 FOR SIGN RELOCATIONS. INSTALL TYPE 1A POLE WITH ADVANCE FLASHING BEACON PER CALTRANS STANDARD PLAN ES-4C. RELOCATED "INSTALLATION C" SCHOOL AREA SIGN SHALL BE INSTALLED ON POLE PER SI-IEET 3 OF THESE PLANS. FLASI-IING BEACON CONTROL SHALL BE INCLUDED AND SHALL PROVIDE DAY-OF-WEEK AND TIME-OF-DAY PROGRAMMING CAPABILITIES. -------ri -CURB -- -- "" c/jjfJ I' A I I B I ---______ J BCR DETAIL A: SIGNAL POLE LOCA llON CONC WALK r---- ¢2 L---- -------:.:-=------==""'-----o ~ 0 PHASE DIAGRAM fl1 fl2 913 914* ~ NOT NOT iA - USED USED !15 916 917 918 * <1----c> -_/ NOT I ....... I USED * PHASE SEQUENCE AB-121 ASTRO MINI-BRAC OR EQUAL ---=-=-0 ~ 3"C, 2-DLC, 2/10 (FLASHING BEACON) APPROACHING VEHICLES ---1"---j EVPE DETECTOR MAST ARM STAINLESS STEEL BAND 30" R34 30" 30" 30• R34-2 r:fil DETAIL C: MASTARM MOUNTED SIGNS N. T.S. 30' 30' 3:,------~-+-~--I Q'. ~ 20' 20' Q'. I I II Ii I I 8' II 12' 1[>' 8' Ii Ii II Ii ~II ~Ii i"'IJ « 3/J s<II ¢4 Ii r, Ii I I I I I I Ii I I I I I I _ltl--f I I I I I I I I I I I I I : l1ml l -11-- 1 I I fl I I II I I R34 / / 4 6 i I ___ //_ ---.,_jr- ¢4 - 36.5' I I I I I I I I I I I I I I =:I I / I / I I I R7t3-2 ¢fl&¢ I I I .....,----r---- ~.? __ 0 \\...(2) 2" RISERS 40.5 IRG CAGINET LEGEND: r----7 VIDEO DETECTION ZONE L ____ ...J ... VIDEO DETECTION CAMERA ; MASTARM MOUNTED SIGN ( E.V.P.E. DETECTOR l 2+5 I I I 2+0 I • I 4+8 l [!] DETAIL B: 20 -■0:__ __ -=20 40 SEQUENCE WITH CALLS ON ALL PHASES EVPE DETECTOR MOUNTING N.T.S. 1" == 201 GRAPHIC SCALE 36" 36" R73-2 1 2 -- css, T. Ir/ ,--,,:..,~~~ Exp. 6/30/05 C/V\ WAlK POLE SCHEDULE LOC. 0 TYPE 15 12' SV-1-T 3-12" {R,Y,G) SP-1-T BP s PLACEMENT A B C 6P 250W HPS 15' -3' ® TYPE 1-A SV-1-T 3-12" (RA,YA,GA) SP-1-T 6P W BP -16' 3' 26-4-80 45' 19-3-80 30' © 19-3-80 30' NOTES; MAS 3-12" {RA, YA,GA) 12, t--M_AS_--+_3_-_12_"_(,_R-'---,Y-'--,G---")---l 3-12" (R,Y,G) 3-12" (R, Y,G) SV-2-TA MAS 3-12" {R, Y,G) 12·• l-------+---------1 SV-1-T 3-12" (R,Y,G) MAS 3-12" {R,Y,G) 12' SV-1-T 3-12" (R,Y,G) t----+--~~~---1 SV-1-T 3-12" (R,Y,G) 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. SP-1-T BP w BP 250W HPS EE PLA 7' SP-1-T 4P E 4P 250W HPS EE PLA 7' 4P N 6P SP-2-T 1------l---l----l 250W HPS 15' -3' 6P E 4P 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. • LUMINAIRE MAST ARM SHALL BE ROTATED 90' I.I.S.N.S. Tamarack Ave College Blvd Tamarack Ave DETECTOR SCHEDULE -- -- DOlll.i'VARb SERVICE CABINET - 3"C, SIC, 2#10 FLASHING BEACON - 3"C, SIC, 2#10 FLASHING BEACON =-=x.-------CONC WALK 8' -- -12· - -- r, I I 1-I 0s I I lJ -- NUMBER PHASE 1 2 2 2 PPB 4P PPB 6P PPB BP EVA 2+5 EVB 4 EVC 6 EVD 8 FLASH 810' TO BCR - --- -- SLOT FIELD NUMBER TERMINAL 12U T2-5 & 6 I2L T2-7 & B I12L T8-5 & COM 6 I13U TB-7 & COM 9 113L TB-8 & COM 9 J12U T9-4 & COM 6 J13U T9-7 & COM 9 J12L T9-5 & COM 6 J13L T9-8 & COM 9 I14U TB-10 & COM 12 3"C, SIC TO CONTROLLER AT COLLEGE BOULEVARD AND TAMARACK AVENUE (SOUTH) (APPROX. 1200 FT.) R/W ---- cuRB STREET ;-,..*--LIGHT P --~ -~;--c~i:---lB[~N3CH~ 8' --- WALK 0) 'I- STREET IIGHT PB . EXIST. R26 -- I SEE SHEET 3 FOR SIGNING AND STRIPING I "AS BUILT'' DATE P.E. ___ _ EXP. ___ _ INSPECTOR DATE 1----l-------1--------------1---i-------1------I----I I SH2EET I CITY OF CARLSBAD l"i7 .__ __ E_N_G_IN_E_E_RI_N_G_D_E_P_A_RM_E_N_T __ ..J ~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC SIGNAL PLAN FOR: COLLEGE BOULEVARD AND TAMARACK AVENUE (NORTH) OWN BY: JTI< CHKD BY: FIELD BY: EXP. 3 31 06 PROJECT NO. 3862-1 DRAWING NO. 407-8 ..., $ z "' C 0 c> :E • " N G) 0 C c> 0 in I ..... .i:a. N <C, w "' 0 " _J ....... I 00 L 1 z6 '.>: o. (C: --1 7< 0 tJ l'IJI"' I ~ I "" ~ • ~ I I fJ ~~ ~~ \ I I I I I I ru• I I I "' STRIPING NOTES: @ PAINT PER CALTRANS DETAIL XX. @ INSTALL 12" YELLOW CROSSWALK (THERMOPLASTIC) @ REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. 8 INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). SIGNING NOTES: IJJ INSTALL NEW SIGN AND TELESPAR POST AS INDICATED. II] REMOVE EXISTING SIGN ANO TELESPAR POST AS INDICATED. [II RELOCATE EXISTING "TYPE C" SCHOOL SIGN TO NEW FLASHING BEACON INSTALLATION. REMOVE EXISTING W17 "STOP AHEAD" SIGN ANO INSTALL ~~ , ~~ BOULEVARD rn W41 "SIGNAL AHEAD" SIGN. SEE GENERAL NOTE 18, THIS SHEET. m COLLEGE -.J~~----, .. ~~r----~~ --------~-------- ru• -------j)' SIGNAL AHEADJ..2) _ - -------- 1 W41 GENERAL NOTES -SIGNING & STRIPING: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STAND SPECIFICATIONS (JULY 1999 OR LATEST REVISION), THESE PLANS ANO 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 REPAINllED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULAllED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER Of THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, 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 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 ANO CROSSWALKS SHALL BE FIELD LOCAllEO. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. --- (500 LF) -o:fr_ -----1 O' --- 3 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 ANO 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 STEEL 1\JBING 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 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 DIRECllED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 18. NEW "SIGNAL AHEAD" SIGNS ANO PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECllED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 19. 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 RELOCA TEO OR TO REMAIN. 40 0 ____ 40 80 1· = 40' GRAPHIC SCALE T. ,t/. f'-'-1-.J"~ Exp. 6/30/05 C'/y\\. or CJ.I. -------- -....... ------------------------ m [ID REMOVE EXISTING R1 "STOP" SIGN AND DOUBLE STREET NAME SIGN. SEE GENERAL NOTE 17, THIS SHEET. INSTALL NEW R34-2 SIGN ON EXISTING TELESPAR POST AS INOICA TED. INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE AS INDICA TEO. REMOVE EXISTING R7 SIGN AND TYPE N OBJECT MARKER. INSTALL NEW R7 SIGN AND TYPE N-1 OBJECT MARKER ON EXISTING POST. 2 W11 -- -------- "AS BUIIL T' SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN P.E. ____ EXP. ___ _ DA TE REVIEWED BY: INSPECTOR DATE I SH3EET I CITY OF CARLSBAD li7 :====:====:================================:====:====:====:====: ~--EN_G_IN_E_E_RI_N_G_D_E_P_A_RM_E_N_T __ ~~ SIGNING & STRIPING PLAN FOR: COLLEGE BOULEVARD AND TAMARACK AVENUE AP,f'ROVED I NI,..... t ,. J-~""" ;\-<'. '~"lo~ DEPUTY CITY ooijfu RCE28515 EXP. 3 31 06 DA TE l----+---1-------------------1---+-----1---+-----I ;:,..::-=-=-=-=-=-=..::-=..'.'.:..::.:::;-;:::::=::::'.:===::;-;;::..:::.::.::.::.::.::====::::: OWN BY: JTK PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTI-IER APPROVAL CITY APPROVAL CHKO BY: FIELD BY: 3862-1 407-8 n 0 ' ~ ~ C "' ~ • 'O ci, .s w G) 0. ·c -0 "' I N ...., ~ "' "' w n 0 _J ...... I 0)