Loading...
HomeMy WebLinkAboutDWG 473-6; 6324; TRAFFIC SIGNAL-EL FUERTE ST/LOKER AV; 01-03CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN NOT TO SCALE, CITY OF CARLSBAD TRAFFIC SIGNAL P N FOR EL FUERTE STREET AND LOKER AVENUE CITY OF VISTA COSTA CITY OF ENCINITAS ~ "'? FARADAY AVE VICINITY MAP PROJECT LOCATION ,,J"'\_J CITY OF SAN MARCOS PROJECT NO. 6324 WORK TO BE DONE: THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. THE CITY OF CARLSBAD SUPPLEMENTAL PROVISIONS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION). 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (LATEST EDITION). 4. CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). FHWA STANDARD HIGHWAY SIGNS (LATEST ENGLISH UNITS EDITION). 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION). 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). GENERAL NOTES -TRAFFIC SIGNAL: 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 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 TRAmc 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 16"X18" LE.D. COUNTDOWN INDICATIONS. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA, PRESSURE SENSITIVE AND THEFT RESISTANT. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. STREET NAME SIGNS SHALL BE NON-ILLUMINATED METAL SIGNS. SIGN PANELS FOR STREET NAME SIGNS SHALL BE FABRICATED USING TYPE IX PRISMATIC, CUBE-CORNER, REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). STREET NAME SIGN SHALL NOT EXCEED 6' SIDE AND 18" HIGH UNLESS OTHERWISE APPROVED. LETTERING FOR STREET NAME SIGNS SHALL BE 8" UPPER CASE AND 6" LOWER CASE IN CLEARVIEW FONT. 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 TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE FOR THE LOCATIONS OF THE 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 THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAmC SIGNAL TURN-ON UNLESS APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE. 14. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. INDEX OF SHEETS: NQ.. DESCRIPTION 1. TITLE SHEET 2. TRAFFIC SIGNAL PLAN 3. SIGNING AND STRIPING PLAN 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 AND/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 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 B 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. SAFETY LIGHTING SHALL BE 20,600 PUPIL LUMEN, HIGH EFFICIENCY, INDUCTION LIGHTING. THE INDUCTION LAMP SHALL BE 150W, FEATURE A COLOR TEMPERATURE OF 5,000K AND BE RATED AT 100,000 HOURS (US LIGHTING TECH JERSEY SERJES HA-120V/277V-150W-5K-FG OR APPROVED EQUAL). LUMINAIRE SHALL HAVE TYPE IV P.E.C. 23. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM AS NECESSARY. 24. VIDEO DETECTION CAMERA LOCATION SHALL BE WITHIN 2' OF PROLONGATION OF LANE LINE SEPARATING THE LEFT AND ADJACENT THROUGH LANE ON APPROACHES WITH LEFT TURN PHASING OR IN THE CENTER OF THE APPROACH TRAVEL WAY ON APPROACHES WITHOUT LEFT T'JRN PHASING. A MANUFACTURER REPRESENTATIVE OF THE VIDEO DETECTION SYSTEM SHALL VERIFY VIDEO DETECTION CAMERA LOCATIONS AND SYSTEM OPERATION PRIOR TO SIGNAL TURN-ON. 25. ALL NEW LOOPS DETECTORS SHALL BE TYPE "E". LOOP DETECTORS SHALL BE 6' DIAMETER WITH 10' SPACING AND POSITIONED IN THE CENTER OF LANE UNLESS OTHERWISE SHOWN. 26. SPEED LIMIT ON EL FUERTE STREET IS 45 MPH. SPEED LIMIT ON LOKER A VENUE IS 40 MPH. DAlE INITIAL OJ CONSTRUCTION NOTES: INSTALL TYPE 2070-ATC CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY COMPONENTS AND ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH THE FOLLOWING: • McCAIN OMNI ex INTERSECTION CONTROL SOFTWARE • ACTELIS 624ML ETHERNET ACCESS DEVICE • OPTICOM MODEL 764 MUL TIMODE PHASE SELECTOR • EDI MODEL 2010ECLip CONFLICT MONITOR UNIT • ITERIS eACCESS COMMUNICATIONS MODULE THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CABINET CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS OF RED FLASH OPERATION BATTERIES FOR UPS SHALL BE HOUSED IN A NEMA 3R RATED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CAL TRANS SPECIFICATIONS. CONTROLLER AND BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. CONTRACTOR SHALL REPAIR EXISTING LANDSCAPING AND AND IRRIGATION SYSTEM AFTER INSTALLATION. INSTALL VIDEO DETECTION SYSTEM TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES AS SHOWN, INCWDING VIDEO DIETECTION 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 EDGE2 OR APPROVED EQUAL VIDEO DETECTION SOFTWARE VIDEO DETECTION SOFTWARE SHALL BE LA TEST VERSION. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON THE SIGNAL MAST ARM USING A MANUFACTURER-APPROVED RISER (PELCO "ASTRO-BRAC" BRACKET WITH A 74" RISER MOUNTED ON THE BACK SIDE OF THE SIGNAL MAST ARM) AS SHOWN ON THE PLANS. INSTALL TYPE 111-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE: • 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, • 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FIROM ANODIZED ALUMINUM SHEET. CONTRACTOR SHALL REPAIR EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALLATION. INSTALL 3• CONDUIT AND PULLROPE FIROM SERVICE CABINET TO SDG&E SERVICE POINT (TRANSFORMER #{)101839-585) PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (OPTICOM MODEL 711 OR APPROVED EQUAL). SEE DETAIL B, SHEET 2. (ill INSTALL DUAL-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (OPTICOM MODEL 722 OR APPROVED EQUAL). SEE DETAIL B, SHEET 2. 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 RELOCATE EXISTING SIGNS TO NEW TELESPAR POST AS SHOWN ON SHEET 3. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. "AS BUILT" DATE P.E. ___ _ EXP. ___ _ 800-227-2600 REVIEWED BY: Gall 2 Full Worl<ing Days In Advance INSPECTOR DATE TRAFFIC SIGNAL AT EL FUERlE SlREET & LOKER A VENUE TITLE SHEET APP D / ~M-- RCE 33069 EXP. 6 /30 /12 DWN BY: JTK PROJECT NO. DRAWING NO. CHKD BY: INITIAL DAlE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 6324 473-6 DAlE FIELD BY: OTHER APPROVAL CITY APPROVAL -I i ' ------ N ' "' ' VI C -::T ~ tD tD G"I a, "' .... " .... .i:,. ~ ~ ..... > 0 0 () -UJ I ' ... .... Cl'I N ,,, "' I CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT SIZE AND RUN II H 3· 3· 3· 3· 3· 3• 3• OR A OR .&. .& .&. & & & IA CABLE TYPE ~ CIRCUIT NO.14 CABLE POLE -A 1/1 - - - -- - C POLE -B - - - - - -- 0 3 8 POLE -C --- - - -1/1 N D N POLE -D - - - - -1/1 1/1 u D POLE -E 1/1 1/1 1/1 C --- - T 12 8 POLE -F - - -1/1 1/1 1/1 1/1 0 T POLE -G 1/1 1/1 1/1 R 0 - -- - R POLE -H 1 1 1/1 - -- - - TOTAL CABLES -3 CON/12 CON 3J 3 2/2 1/1 1/1 2/2 3/3 4/4 #8 LUMINAJRES 2 2 2 -2 2 2 #6 SIGNAL - - ----- TOTAL 2 2 2 -2 2 2 !:!:!VIDEO POLE A 1/1 - - - - - - ~ COAX POLE C - - - - - -1/1 = (BELDEN POLEE - - - -1/1 1/1 1/1 ~ 8281) POLE G 1/1 1/1 1/1 ---- ~ VIDEO ~ POWER (3#16) TOTAL VIDEO 2/2 1/1 1/1 -1/1 1 /1 2/2 J2+tt! EVA 1 1 1 - - - - tt4 EVB 1 - - - - - - f1+ttf EVC - - - - - - - tt8 EW 1 -- - -- -DLCM tt2 TYPE "E" LOOP 2 - - - - - - tt6 TYPE "E" LOOP ---2 2 2 2 TOTAL DLC 3 1 1 2 2 2 4 SIC 6 PAIR 120 --- - --1 TOTAL CONDUCTORS I CABLES 15 9 7 4 10 12 19 NOTE· 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE 2-3" 2-3" & & 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1 1 1/1 8 8 8/8 4 - - - 4 - 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 4/4 4/4 1 1 1 1 1 1 1 1 2 2 2 2 8 8 1 1 37 33 DETECTOR SCHEDULE )ETECTOI PHASE SLOT FIELD NUMBER NUMBER TERMINAL 1 2 I1U T2-1 & 2 2 2 I2U T2-5 & 6 3 6 J1U T3-1 & 2 4 6 J2U T3-5 & 6 PPB 2P I12L TB-4 & COM 6 PPB 4P I12L TB-5 & COM 6 PPB 6P 11 3U 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 8 J13L T9-8 & COM 9 FLASH -I14U TB-1O & COM 12 1/6 2"C, 4#8 (LUMINAIRES) ,, ---£ AC .,,_ ~ I £ '-". t 3 3"C, 2-DLC W3-3 AC 2"C, 2#6 (SIGNAL) !RV ~ 3"C, 2-DLC CONTROLLER DETAIL N. T.S. I R W LOKER AVE WEST (J)RCW !RV © --- -- ---BUS STOP SIGN ow ~ ~--n 7 R1CJ-d&f6)RCW '<!_';i'1 N -- 4f ~\ -:,, v ~ -:,, v \ t lli I ' "' £ \ ' \ SOGE TRANSFORMER #D159J25-585-459CW SOGE VLT ,.---'TRAFFIC SIGN CURVE AHEAD [Y" CTV PED Dt-crv HH SDG[ VL~ C\b'b SDG& CABIN WALL AREA LIGHT AREA LIGHT POLE SCHEDULE MAST ARM TRAFFIC SIGNALS PED SIGNALSl 4 PPB INDUCTION PLACEMENT LOC. MAST ARM SIG. LUM. MOUNTING INDICATIONS MOUNTING 'HASI QUAD 'HASI LUMINAIRE A 0 MAS 3-12" (R,Y,G) 19-3-100 25' 12· SP-1-T 4P w 2P 150W 13' SV-1-T 3-12" (R, Y,G) (s) 1-D --TV-1-T 3-12" (RA,YA,GA} SP-1-T 2P N 4P -- © MAS 3-12" (RA,YA,GA} 26-4-100 45' 12' MAS 3-12" (R, Y,G) SP-1-T 6P N 4P 15OW 14' SV-1-T 3-12" (R,Y,G) (o) 1-D - -TV-1-T 3-12" (R,Y,G) SP-1-T 4P E 6P -- © MAS 3-12" (R,Y,G) 19-3-100 25' 12' SP-1-T BP E 6P 150W 14' SV-1-T 3-12" (R,Y,G) (F) 1-D - -TV-1-T 3-12" (RA,YA,GA) SP-1-T 6P s BP - - MAS 3-12" (RA,YA,GA} © 26-4-100 40' 12' MAS 3-12" (R,Y,G) SP-1-T 2P s 8P 150W 14' SV-1-T 3-12" (R,Y,G} SV-1-T 3-12" (R,Y,G} (3) (H) 1-D --TV-1-T 3-12" (R,Y,G) SP-1-T BP w 2P -- NOTES: ~ 1) ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2) CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. 3) HIGH MOUNT tt6 INDICATION AT 17 FEET. (4) PEDESTRIAN INDICATIONS SHALL BE 16"X18" COUNTDOV.,., INDICATIONS. _ _J5)RCW@ !RR 0 CONTROLLER - APPROX. LOCATION OF ELECTRIC AND TELEPHONE LINES PER OWG 2 18-5 - - 230' TO X-WALK BUS STOP SIGN -- B C -6' 14' 3.5' -3.5' 14' 3.5' -3.5' 14' 3.5' -7' 14' 3.5' W3-3 STREET NAME SIGN "EI Fuerte St" - "rLoker Ave East Loker Ave West➔• - "EI Fuerte St" - "r Loker Ave West Loker Ave East➔• - R W <D N "' r-. CS, SMH@ -CS, .:s;. ,.;) \"') _,.;, ,~ ,0, }===~~~~;;::;;;,,~;;;;;;;:::;;::;!::::::===~:::::~~~:,::::::""2ff-:==='==~::::::~-~~~~~~~~~~~~~~~~~~lr~~i~~~~~~~~~~~~~lil~HH•~►~~ffl8---f-£'~1--r_o __ ~ __ ?,--,.,;;.~..-' ---.;:'.S) l ;::;., ¢4L _.::;) ____ ·s) --Fa ~1-+-3-1cs : /: ::1lM ~ __________ .J © SM r-. R W 20 1· = 20· r, ~41 I I ( ,u ) ~) ( ',/) ( '-/) L...J (w) (w; --c , --Cwl --, l 4[= I;-,= -~,.,._~ (',/) --C\,;)1-11---,-''---+---, ---==-~ '--' l"' R10-12 I l,J Cl <D N ow 4 . ~ l _r:;"' ,-<' r,,..._ r:c - - - --- -W3-3 230' TO X-WALK 111 - BUS STOP SIGN PHASE DIAGRAM 113 114 NOT -\ ., 1 : USED <r---1> 115 117 118 ~ 116~ ~ l <r---1> -NOT USED PHASE SEQUENCE 11+5 ~ ~:: ~ 2+6 H 4+8 1 SEQUENCE WITH CALLS ON ALL PHASES 0 20 40 ---- GRAPHIC SCALE - AB-121 ASTRO MINI- BRAC OR EQUAL CVA DETAIL A: SIGNAL POLE LOCATION N. T.S. APPROACHING VEHICLES @J DETAIL B: EVPE DETECTOR MOUNTING N. T.S. 3"C, 1-SIC, 2-DLC ✓ I / )RR CABINET EM CTt HH TEL[ MH 1., I · SOGE TRANSFORMER #0101839-585 r cTV HH EVPE DETECTOR 1 7•· 0 PINE TR[[ I ~ ~ ~ 3"C, 1-SIC, 2-DLC ~!ll~ll !ijjjl MAST ARM STAINLESS STEEL BAND I I ¢2 ,. I 41' :~::~--..:'.__ __ ~-:-===4~1"===iJ~ 102· ~ 3"C, SIC TO EXISTING CONTROll.ER AT EL FUERTE STREET AND PALOMAR AIRPORT ROAD, APPROX. 585' <t_ TO <t_ W3-3 2 '"' ...., "' ~ a:, I N X WALL I - - APPROX. LOCATION OF GAS LIN[ PER OWG 2 18-5 -BUS STOP SIGN -R W Kl_ MOD/F/[0 TYPE F LOKER AVE EAST 36" 36" (R73-2 CA) INLET PER OWG 218-5 24" LEFT TURN YIELD ON GREEN R1O-12 30" [I] DETAIL C: MASTARM MOUNlED SIGNS N. T.S. LEGEND: r----7 VIDEO DETECTION ZONE L ____ _J 11114 VIDEO DETECTION CAMERA 1 MASTARM MOUNTED SIGN --< E. V.P.E. DETECTOR 0 TYPE "E" LOOP DETECTOR SEE SHEET 3 FOR SIGNING AND STRIPING I HAS BUILT' P.E. ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE I-------+---+--------------+---+---+---+-----< I SH2EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ::::=::::::::::...:::::==============::::::...:::==~ lRAFFlC SIGNAL AT EL FUERlE SlREET & LOKER AVENU E TRAFFIC SIGNAL PLAN t----+--t-----------t----+--t----+------t jAP~?. -· /.JI-~-~ z./24lt2 j lRAN~RECTOR RCE 33069 EXP. 6/YJ/12 DATE l---+----+----------------+--+----+----1----1 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DWN BY: JTK CHKD BY: DA TE INITIAL FIELD BY: CITY APPROVAL PROJECT NO. 6324 DRAWING NO. 473-6 I ' 7 • N '-<X) '-- V) 0 "' :J" :E • " ID 0 ID Ci) C "' r+ vi N .,::. N "' 0 0 I w v ..... N I "' N O'\ "' I I SIGNING NOTES: OJ INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. 0 REMOVE EXISTING SIGN AND POST 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 LEGEND INDICATED (THERMOPLASTIC). PAINT RED CURB AS SHOWN. :::::::::::r---,.., -- -"" (.!) z ,= en LOKER AVE WEST " .. II ' 8 WJ-J 1 22 -- --EXIST. BUS STOP \ EXIST. BUS STOP -- -- ~r--7~9~o·iioN,----/----,!i~·.,-----.J ~ TRANSITION TAPER I ' / I I I I \ ' \ •• \ I l / I I I "9GNAL AHEAD" X 2 @( • • KD!MW ~ : "' I I : I I I j I / I I EXIST. 1 I I R9-7a W / . • ,, I i I I i I I • • i I I ,,, 1 1 1 I EXTEND EXISTING STRIPING ~ I TO NEW CROSSWALK "' / j .,~1_/ I (PM) TYPE IV ARROW /, r -, . ___ ~ __ 1 ~ ,.~ I j', / ''-~ '-t-------J / 21' 38 100 LF. 40 ' o ___ ...;40 ' 1•=40• GRAPHIC SCALE EXIST. I R26 I I I I i I I : ! I ' EXIST. I ' R26 I f' I / /1 1 / I I ~ I ~ / f5 I ii:! I cr1 I I ~ ~ \ I I \ I I I I I I I i-..: I ('J) ~ f5 ii:! cr1 f EXIST. 0! W1 -2 ' R1-1 2 DSN ~68 LF. EXIST. R9 -7a GR / ~100 LF. J-q_""" --I- I I ' I I ' I EXTEND EXISTING STRIPING TO NEW CROSSWALK 90' 65' (.!) TAPER z TRANSITION I-en x W3-3 1 w EXIST. :r --BUS STOP ~ --<( . --:I' I --- GENERAL NOTES -SIGNING & STRIPING: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAffiC DEVICES (LATEST VERSION ) AND THE CALTRANS STANDARD SPEOFICATIONS (LATEST VERSION), THESE PLANS AND THE SPEOAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUB.ECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPEctFICA TIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INlllAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION 04956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPEOFIED. R1 -1 "STOP", R1 -2 "YIELD", R2-1 "SPEED LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT OR OTHERWISE SPEOFIED WILL BE RESTORED TO A "LIKE NEW" CONDlllON, IN A MANNER MEETING THE APPROVAL OF THE OTY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENOLs. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPEOFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPEOFIED. 13. SIZE OF SIGNS SHALL CORRESPOND TO THE SIGN SIZE FOR CONVENTIONAL ROADS AS SHOWN IN THE FHWA STANDARD HIGHWAY SIGNS (LATEST VERSION) UNLESS OTHERWISE SPEOFIED. 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 OTY 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 TRAmc SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE TRANSPORTATION 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 TRANSPORTATION 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 SPEOFICALL Y SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. "AS BUILT" SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN I P.E. ___ _ EXP, ___ _ DATE Rt. VIEWED BY: • INSPECTOR DATE l-----+---l-------------l------l---1----1---1 1 SH3EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ :::===:::::'...:::::::================:::::'....===== TRAFFIC SIGNAL AT EL FUERlE STREET &: LOKER A VENUE l----+---+----------------+--1----1----.----.1 SIGNING & STRIPING PLAN . r ~/ .·,~ .. -z.~#? I APPft<Jm> ~ t ~===~====:===============================~====~===~~===1====: TRANSPORTAifilf c~ RCE 33069 EXP. 6/30/12 DAlE 1----+---+----------------+--1----1----.----.1 OWN BY: JTK 1----+---+----------------+--1----1----.----1 CHKD BY: DA TE INITIAL DA TE INITIAL DA TE INITIAL FIELD BY·. REVISION DESCRIPTION ENGINEER Or WORK OTHER APPROVAL QTY APPROVAL PROJECT NO. 6324 DRAWING NO. 473-6 7 "' <::. ., <::. V, 0 "' ~ • ~ " tD "' C tD C, Q_ .... C: +=--w (fl I 0 ..., ... w N ,.., -I <D w O'I I I