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HomeMy WebLinkAboutDWG 459-6; 6312; TRAFFIC SIGNAL PLAN FARADAY AV AND RUTHERFORD RD; 01-03CITY OF OCEANSIDE :i1GHWAY 78 ··-··- PAC;FIC OC[/\N NOT TO SCALE CITY OF CARLSBAD TRAFFIC SIGNAL P N FOR FARADAY AVENUE AND RUTHERFORD ROAD CITY OF ENCINITAS PROJECT LOCATION CITY OF VISTA I ADAY_~~AV~ ____ J u· ~ • \ "Qtos. pO\NS£11l~-t t, 4 ~oP.~-------.,.-"'"-'--+~J l~/ .. __n____j CITY OF SAN MARCOS ~ VICINITY MAP PROJECT NO. 6312 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 (MAY 2006). 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (MAY 2006). 4. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA). 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2006 EDITION). 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2006 EDITION). GENERAL NOTES -TRAFFIC SIGNAL: 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMA TIE. THE CONTRACTOR SHALL DETIERMINE 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 TI·JE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT AND PULL ROPE STUBBED OUT TO ll--lE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER Wlll--1 BACK PLA TIES. ALL RED, YELLOW, GREEN AND PEDESTRIAN INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTIERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE 16"X18" L.E.D. COUNTDOWN INDICATIONS. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA, PRESSURE SENSITIVE AND ll--lEFT RESISTANT. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. SIGN PANELS FOR INTIERNALLY ILLUMINATIED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL) AND SHALL NOT BE MORE ll--lAN 6' WIDE AND 18" HIGH. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF 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 ll--lE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ll--lE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 13. ll--lE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE llHAN TWO WEEKS PRIOR TO llHE 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 DURING FLASHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION Wlll--1 ll--lE SIGNING AND STRIPING CONTRACTOR. 16. ll--lE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED Wlll--1 APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTIERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY llHE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY llHE 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 DESIGNATIED BY ll--lE 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 COORDINA TIE SERVICE DETAILS AND SCHEDULING Wlll--1 SDG&E AND PAY ll--lE REQUIRED FEES FOR SERVICE CONNECTIONS. 21. ALL REMOVED EQUIPMENT SHALL BECOME ll--lE PROPERTY OF THE CONTRACTOR. 22. LUMINAIRES AND INTERNALLY ILLUMINA TIED STREET NAME SIGNS SHALL HAVE TYPE IV P.E.C. 23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM AS NECESSARY. 24. VIDEO DETIECTION CAMERA LOCATION SHALL BE WITHIN 2' OF PROLONGATION OF LANE LINE SEPARATING THE LEFT AND ADJACENT THROUGH LANE ON APPROACHES WITI~ LEFT TURN PHASING OR IN ll--lE CENTER OF THE APPROACH TRAVEL WAY ON APPROACHES WITHOUT LEFT TURN PHASING. A MANUFACTURER REPRESENTATIVE OF THE VIDEO DETECTION SYSTEM SHALL VERIFY VIDEO DETIECTION CAMERA LOCATIONS AND SYSTEM OPERATION PRIOR TO SIGNAL TURN-ON. 25. ALL NEW LOOPS DETECTORS SHALL BE TYPE "E". LOOP DETIECTORS SHALL BE 6' DIAMETER Wlll--1 1 O' SPACING AND POSITIONED IN THE CENTER OF LANE UNLESS Oll--lERWISE SHOWN. 26. SPEED LIMIT ON FARADAY AVENUE IS 40 MPH. SPEED LIMIT ON RUll--lERFORD ROAD IS 35 MPH. OJ II] [I] CONSTRUCTION NOTES: INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING ll--lE NECESSARY COMPONENTS AND ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON ll--llS PLAN. ll--lE CONTROLLER UNIT SHALL BE EQUIPPED WITH THE FOLLOWING: • TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM SOFTWARE • MODEL 404 MODEM • TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS • EDI MODEL 2010ECL CONFLICT MONITOR UNIT • MODEL 412C PROM MODULE WITH 27256 EPROM PROGRAMMING CHIP THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. AN UNINTERRUPTIBLE POWER SYSTIEM (UPS) SHALL BE INSTALLED IN THE CABINET CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS OF RED FLASH OPERATION (CLARY SP 1000 SERIES OR APPROVED EQUAL). BATTERIES FOR UPS SHAUL BE HOUSED IN A NEMA 3R RATED CABINET MOUN TIED TO ll--lE SIDE OF THE MODEL 332 CABINET PER CAL TRANS SPECIFICATIONS. CONTROLLER AND BATTIERY CABINET DOOR SHALL BE EQUIPPED WlllH A BEST COMPANY LOCK CORE AND LOCK. CONTRACTOR SHALL REPAIR EXISTING LANDSCAPING AND IRRIGATION SYSTIEM AFTER INSTALLATION. INSTALL VIDEO DETIECTION SYSTIEM TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN, INCLUDING VIDEO DETIECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. VIDEO VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL VIDEO DETECTION SOFTWARE VIDEO DETECTION SOFTWARE SHALL BE LA TEST VERSION. VIDEO DETECTION CAMERAS SHALL BE MOUN TIED ON THE SIGNAL MAST ARM USING A MANUFACTURER-APPROVED RISER (PELCO "ASTRO-BRAC" BRACKET Wlll--1 A 74" RISER MOUNTED ON THE BACK SIDE OF THE SIGNAL MAST ARM) AS SHOWN ON THE PLANS. INSTALL TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE: 50A-1P, 120V SIGNAL METIERED CIRCUIT BREAKER, 15A-1P, 120V INTERNALLY ILLUMINATED STREET NAME SIGN (IISNS) METERED CIRCUIT BREAKER, 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET. CONTRACTOR SHALL REPAIR EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALLATION. INSTALL 2" CONDUIT AND PULLROPE FROM SERVICE CABINET TO SDG&E SERVICE POINT (TRANSFORMER ,¥D102638-584) APPROXIMATELY 6 FEET NORTH OF PROPOSED SERVICE CABINET PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. @] INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETIECTOR UNIT (OPTICOM MODEL 711 OR APPROVED EQUAL). SEE DETAIL B, SHEET 2. [fil INSTALL DUAL-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETIECTOR UNIT (OPTICOM MODEL 722 OR APPROVED EQUAL). SEE DETAIL 8, SHEET 2. [I] [fil INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN. SEE DETAIL C, SHEET 2. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL. RELOCATIE EXISTING SIGNS TO NEW TELESPAR POST AS SHOWN ON SHEET 3. POLE AND FIXTURE TO BECOME llHE PROPERTY OF THE CONTRACTOR. DI "AS BUILT• DATE P.E. ___ _ EXP •. 800-227-2600 REVIEWED BY: Call 2 Full WOrking Coys In Ad\icnce INSPECTOR DATE I -------jf--+--+--+------11sHE1ETl. __ c_1_1Y_o_F_c_AR_L_s_BAD __ ~l37 ----1-----l--------------------+--+---I---_ ENGINEERING DEPARMENT ~ INDEX OF SHEETS: NO. DESCRIPTION 1. TITLE SHEET 2. TRAFFIC SIGNAL PLAN 3. SIGNING AND STRIPING PLAN IBAFFIC SIGNAL AT FARADAY AVENUE & RUTHERFORD ROAD TITLE SHEET APPROVED 'RA~-t..-w-.!. ....... J.r-. ',J (" /,, $. CITY ENGINEER RCE 2Bl;15 EXP. 3/31/10 DATT: rn • u DWN BY: JTK PROJECT NO. DRAWING NO. ~ 0 CHKD BY: u DAlE INITIAL DATE INITIAL DAlE INITIAL FIELD BY: 6312 459-8 .!. L-------------------------------------------------------------------------------------------------_k:2~~..:::::£~ _____ _:R:::E_:Vl:,::S:IO:N:..:::D:::ES:::C~R2:1:.P_::Tl::'.O::N _____ J.2.~~~~J_.£!.!1..::~2.:',!:W~;;;;:;;;;:;;;;:;;;;:;;;;:;;;;::_!;;;;:;;;;:;;;;:;;;;:;;;;:;;;;:::!.,;;;;;;;;;;:;;;;:;;;;:;;;;:;;;;::;;:;:J [NGJNEER OF WORK O IHlR Al-'1-'fWVAL CITY APPROVAL ~ CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT SIZE AND RUN II H 3• 3• 3• 3• 3• 3• 3• 3• OR A OR & & & && & ffi & CABLE TYPE s CIRCUIT E N0.14 CABLES POLE -A 1 /1 1 /1 1/1 1/1 1 /1 --- C POLE -B -1/1 1/1 1 /1 1/1 --- 0 3 C POLE -C --1/1 1/1 1/1 --- N 0 D N POLE -D ---1/1 1 /1 --- u D POLE -E --1/1 -C ----u T 12 C POLE -F -------1/1 0 T POLE -G 1/1 1 /1 R 0 ------ R POLE H -----1 /1 1 /1 1/1 TOTAL CABLES -3 CON/12 CON 1/1 2/2 3/3 4/4 5/5 1/1 212 3/3 #10 IISNS -2 2 2 2 2 2 2 1/8 LUMINAIRES -2 2 2 2 2 2 2 /16 SIGNAL -------- TOTAL -4 4 4 4 4 4 4 ,?"-VIDEO POLE -B -1/1 1/1 1/1 1/1 --1 /1 "'-COAX - POLE -D ---1/1 1/1 --1/1 -(BELDEN POLE -F -------1/1 '" 8281) POLE -H -----1/1 1/1 1/1 0 VIDEO 0 POWER w (3#16) 0 1/1 1/1 2/2 2/2 1/1 1/1 4/4 5 TOTAL VIDEO - ,02+0~ EVA -----1 1 1 04 EVB -------1 01+06 EVC -----1 1 1 DLCM 08 EVD -1 1 1 1 --1 TOTAL DLC -1 1 1 1 2 2 4 SIC 6 PAIR 1120 ----1 --1 TOTAL CONDUCTORS / CABLES 2 11 13 17 20 10 12 23 NOlE: 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE 2D 3"C, SIC TO SIGNAL CONTROLLER AT FARADAY AVENUE/COLLEGE BOULEVARD (APPROX. 650' lj:_ TO l ) 0 20 40 GRAPHIC SCALE I DETAIL A: SIGNAL POLE LOCATION N.T.S. AB-121 ASTRO MINI- BRAG OR EQUAL 2-3" & 1/1 1/1 1/1 1/1 1/1 1 /1 1/1 1/1 8/8 - - - 8 1 /1 ·-1 /1 1/1 1/1 4/4 1 1 1 1 4 1 37 ~ ~ PHASE DIAGRAM 01 02 03 04 .. NOT ti ,__ r <l---i> USED 05 06 07 08 tt _J <l---i> 4 NOT USED PHASE SEQUENCE i 1 +5 ~ ::: ~ 2+6 H 4+8 I SEQUENCE WITH CALLS ON ALL PHASES \ " ~ 4 8 LUMINAIRES 4#10 IISNS 5 Q Li' ~ ~ ~ a ~ ~ I E-i ~ ~ @! c, _ J J•·RcF_ _ l' A'.®11 -1~--- 1 SFE CONTROi i FR D~ THIS SHEET I '--" I DETECTOR SCHEDULE )ETECTOI PHASE SLOT FIELD NUMBER NUMBER TERMINAL PPB 2P I12L TB-4 & COM 6 PPB 4P I12L TB-5 & COM 6 PPB 6P I13U TB-7 & COM 9 PPB BP I13L TB-8 & COM 9 EVA 2+5 J12U T9-4 & COM 6 EVB 4 J13U T9-7 & COM 9 ~ EVC 1+6 J12L T9-5 & COM 6 EVD B J13L T9-8 & COM 9 FLASH -114U TB-10 & COM 12 ____J'l' ~6' 0: _26' '- I er I I I I • I I I I I " I z' 0~ I oO I I I I I I I 3 LO' 1r 20· I I ¢41 r7 I I I I I I I I I I I I I I I I I I l-•4 -L CP T-,j-t 1 ~= i1ri/'' I I -4 " _wJ I I I I I I I I I 'f I I I I I I L. ~ ~®f ~ G 08 I I I~ I I I I I I ii I I~ I I I I I I I I - EVPE DETECTOR I ~ I I I I I " -. _,.L - --t t--, -,-- : ~_.,1 I I APPROACHING VEHICLES @J DETAIL B: EVPE DETECTOR MOUNTING N.T.S. MAST ARM STAINLESS STEEL BAND SDG&E TRANSFORMcR I #03522367965-~88 • i_s,~ I I I ~~ . -y--T~ I . ~r-:-r L, _____ L . __ L __ -I I I I I I I ~o· I I I I • I I ~ 26' fY :1 p' I I I I I I - 72' I I I ~ I I I I I ?cl' I I I I I I I I I I I I I I I 26' 3 "' OfESSt T. it ' . 1. . ~66 ~ 6/30 /VI\. POLE SCHEDULE MAST ARM TRAFFIC SIGNALS PED SIGNALS( 4 PPB PLACEMENT LOC. MAST ARM LUMINAIRE 1.1.S.N.S. SIG. LUM. MOUNTING INDICATIONS MOUNTING PHASE QUAD PHAS A B C 0 1-D --TV-1-T 3-12" (R,Y,G) SP-1-T 6P w BP --15' 3.5' - ® MAS 3-12" (R,Y,G} 19-3-100 25' 12· SP-1-T BP s 6P 250W HPS 14' -3.5' "Faraday Ave" SV-1-T 3-12" (R,Y,G} © 1-D --TV-1-T 3-12" (R,Y,G) SP-1-T 4P s 6P --14' 3.5' - 0 MAS 3-12" (RA,YA,GA) 26-4-1 DO 40' 12' MAS 3-12" (R, Y,G) SP-1-T 6P E 4P 250W HPS 13' -3.5' "Rutherford Rd" SV-1-T 3-12" (R,Y,G) © 3-12" (RA,YA,GA) 1-D --TV-2-T -SP-1-T 2P E 4P --14' 3.5' - 3-12" (R,Y,G} 0 MAS 3-12" (R, Y,G) 19-3-100 25' 12' SP-1-T 4P N 2P 250W HPS 13' -3.5' "Faraday Ave" SV-1-T 3-12" (R,Y,G} 0 1-D --TV-1-T 3-12" (R,Y,G} SP-1-T SP N 2P --13' 3.5' - MAS 3-1 2" (RA, YA, GA} ® 40' 12' MAS 3-12" (R,Y,G) 2P 250W HPS 13' 3.5' "Rutherford Rd" 26-4-1 DO ~- 3-12" (R,Y,G) (3) SP-1-T w BP - SV-1-T SV-1-T 3-12" (R,Y,G) NOTES: (1) ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. (2~ CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. (3 HIGH MOUNT \1J6 INDICATION AT 17 FEET. ( 4 PEDESTRIAN INDICATIONS SHALL BE 16"X18" COUNTDOWN INDICATIONS. a 2 orLJ..- -----'/.-· 'l\ J>-\.t',. LEGEND: VIDEO DETECTION ZONE VIDEO DETECTION CAMERA -I MASTARM MOUNTED SIGN --< E.V.P.E. DETECTOR SEE SHEET 3 FOR SIGNING AND STRIPING R3-4 (R34 CA) - 30" 36" (R73-2 CA) m DETAIL C: MASTARM MOUNTED SIGNS N.T.S. EXP. __ _ REVIEWED BY: INSPECTOR 36" DATE DATE --+~-+-~--< I SH2EET I CllY OF CARLSBAD ~ ENGINEERING DEPARMENT ~ ~===--======================='-=~ DATE INITIAi ENGINEER OF WO~K REVISION DESCRIPTION Dt.TE INITIAL IJATE INITIAL OTHCR APPROVAL CITY APPROVAL IBAFFIC SIGNAL AT FARADAY AVENUE & RUTHERFORD ROAD TRAFFIC SIGNAL PLAN APPROVED 14\.-\--~~oe,,,&? CITY ENGINEER O RCE 28 EXP. 3/31/10 DWIN BY: JTK CHKD BY: FIELD BY: PROJECT NO. 6312 DRAWING NO. 459-8 "' 0 '-i ~ '-;:: I\) Ci) u, ~& • -0 0 • w: ITT ·s • "' I 0 C ~ VJ I N ;;, <D SIGNING NOTES: OJ INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. 12] REMOVE EXISTING SIGN AND POST AS SHOWN. II] RELOCATE EXISTING SIGN AND POST TO NEW LOCATION AS SHOWN. STRIPING NOTES: @ PAINT PER CALTRANS DETAIL XX. @ INSTALL 12" WHITE CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC). @ REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. @ INSTALL PAVEMENT MARKING OR LIEGEND INDICATED (THERMOPLASTIC). @ PAINT RED CURB AS SHOWN. @ PAINT 4" WHITE SOLID LINE [XIST. R2( 40) SIGN ' / ~"' - ~ I -' ,,, - 40 0 40 BO ' 1"=40' GRAPHIC SCALIE 1 NEW W3-3 SIGN ABOVE EXIST. BIKE LANE SIGN NEW W3-3 SIGN 1 l EXIST. R2(35) AND R26 SIGN Q c3 ~ ~ 0 ~ ~ h ::::> ~ I I I I I ~ ., • I ; J' I I I I : j Ii I I I :f- '•Wl,,o----jf--f-i!:.'._M I V(L) a • . I I ~ ' I I Pl~ ·n,> I I I ~1~ lmNEW W3-3 SIGN I I I I I I I •'" ... I I .. il\,,, ~ \ I \ I I 11 I I -~iofESS/~ ~~"'Wt/~~ ~ \, 4-1.---, ~ ~. No~ 6667 ~ .. Exp. 6/30/09 ,. ~ CJ V \\. ~-.. l',-OF CA\. l~I)~ GENERAL NOTES -SIGNING & STRIPING: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO Tl-JE CALIFORNIA MANUAL ON UNIFORM TRAFFIC DEVICES (FHWA"S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND THE CALTRANS STANDARD SPECIFICIA TIONS (MAY 2006 OR LA TEST REVISION), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS 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 AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT OR OTHERWISE SPECIFIED 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 CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. B. 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 LOCA TEO. CROSSWALKS SHALL HA VE 1 O' 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 CALIFORNIA MUTCD (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MUTCD (FHWA'S MUTCD REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL n.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 DIRECTED BY THE CITY ENGINEER 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 CITY ENGINEER OR HIS REPRESENTATIVE. 18. 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. "AS BUILT" SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN I DATE P.E. EXP. REVIEWED BY: INSPECTOR DATE -·-----+----+---+---f-------1 ' I SH~ET I CllY OF CARLSBAD I SH~TS I I ENGINEERING DEPARMENT TRAFFIC SIGNAL AT FARADAY AVENUE & RUTHERFORD ROAD ------+---SIGNING & STRIPING PLAN 1----+--+---------------------_--_--_----+._--_-_-_-~+_-_-_-_-_,-:_-_-_-_-_~e---_-_---1--1 ~~-P-P-RJ_VE __ ~-----1-------------~ K I. V 5,o,L,,. ~. •~s_ CITY ENGINEER l RC£ 28 15 EXP. 3/31/10 DATE -------t----t-----t---t------1 '-"'-'--"""'-'='----"'--c.=-=;:,;,,::.---=:c.:...:....::.L:::.:..!...c.::_ __ ::.:.;,;.=-.....J ~ • ~ d> C OWN BY: JTK PROJECT NO. DRAWING NO. I' CHKD BY: in DATC IN,TIAL DATE INITIAL DATE INITIAL FIELD BY·. 6312 459-6 c!. REVISION DESCRIPTION L..-------------------------------------------------------------------------------------------_J~t.N:,::Gl!!;!NL~L~S~Oc~WO:;!R:!::,KL _________________ ..J..:D;:lT!;!!HE;!'.R..!,A::,;PP!:!;R:£0V~A:!;_L,L_;C;:!;1T_:::Y,!_A:::!PP;!:R:£:OV~A!;_L.J..:======:::.:======:::.:======:::'.J;2