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HomeMy WebLinkAboutDWG 411-1; 3893-1; TRAFFIC SIGNAL PLAN FOR ALGA RD & XANA WY; 01-03L CITY OF OCEANSIDE HIGHWAY 78 --~ CITY OF VISTA . I PALOMAR ~,,_? ROA LI -. -, o<?--""-:..----:.::::;;!U--___,.-;~ PACIFIC OCEAN NOT TO SCALE 1,1>-COSTA CITY OF ENCINITAS AVE VICINITY MAP - ,-J PROJECT LOCATION CITY OF SAN MARCOS CITY OF CARLSBAD TRAFFIC SIGNAL PLAN.FOR ALGA ROAD AND PROJECT NO. 3893-1 WORK TO BE DONE: THE IMPROVEMENTS CONSIST OF THE FOL.LOWING 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. 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 LA TEST 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 THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN AND VERIFY ALL JOB SI TE 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 V,,TH "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. 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF llRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS. 11. THE CONllRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS 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 CONllRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND 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. PEDESTIRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15. ALL llRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION V,,TH THE SIGNING AND SllRIPING CONllRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSllRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTA TION 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 CONllROL 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 CONllRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 20. THE CONllRACTOR 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 CONllRACTOR. 22. LUMINAIRES AND INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL HAVE TYPE IV P.E.C. 23. CONllRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTEM AS NECESSARY. CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT SIZE AND RUN 11 H 3" 3• 3• 3• 2-3" 3" 3" 2-3" 2-3" OR A OR ffi h\ ~ & & /4\ 6 & jg\ CABLE TYPE ~ CIRCUIT N0.14 CABLES POLE -A 1/1 1/1 1/1 1/1 1/1 1/1 -1/1 1/1 C POLE - B -1/1 1/1 1/1 1/1 1/1 -1/1 1/1 0 3 8 POLE - C - -1 /1 1/1 1/1 1/1 -1/1 1/1 N D N POLE -D - --1/1 1/1 1/1 -1/1 1 /1 8 D POLE -E - - - -1/2 1/2 -1/2 1/2 T 12 ~ POLE -F -- - --1/1 -1/1 1 /1 2 POLE - G -- --- --1/1 1/1 POLE - H -- - -- -1 1 1/1 1 1 TOTAL CABLES - 3 CON/12 CON 1/1 2/2 3/3 4/4 5/6 6/7 1 1 8/9 8 9 #12 IISNS 2 2 2 2 2 2 -2 2 #10 LUMINAIRES 2 2 2 2 2 2 -2 2 TOTAL 4 4 4 4 4 4 -4 4 ~!VIDEO POLE -A 1/1 1 /1 1 /1 1/1 1/1 1/1 -1/1 1 /1 COAX POLE - C - -1/1 1/1 1/1 1/1 -1/1 1/1 :;: (BELDEN POLE - E - - - -1/1 1/1 -1/1 1/1 8281) POLE - G - - - ----1/1 1/1 VIDEO POWER ~ (3#16) TOTAL VIDEO 1/1 1/1 2/2 2/2 3/3 3/3 -4/4 4/4 &2+9l! EVA - - --1 1 -1 1 •4+<11" EVB - - - --- -1 1 ¢1 +116 EVC 1 1 1 1 1 1 -1 1 DLCM •3+9l! EVD - - --- --1 1 TOTAL DLC 1 1 1 1 2 2 -4 4 S1C 6 PAIR 1120 - - -1 1 1 1 2 2 TOTAL CONDUCTORS / CABLES 9 11 15 18 24 26 3 35 35 NOTE: 1. ALL CONDUIT ANO CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE "AS BUILT" DATE P.E. ___ _ EXP. ___ _ REVIE O BY: INSPECTOR DATE N.O.. DESCRIPTION 1-------,1-----t-------------+-----+---+---+-----I I SHE1ET I CITY OF CARLSBAD li7 ENGINEERING DEPARMENT ~ ~====--================:....::::===: 1. TITLE SHEET 2. TRAFFIC SIGNAL PLAN 3. SIGNING AND STRIPING PLAN r:,"t-¥-T. > Exp. 6/30/05 C/V\\. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL llRAFFIC SIGNAL PLAN FOR: ALGA ROAD AND XANA WAY }s.k,.j-,: ., • " • APPROVED ~ DEPUTY CITY ENGl!l RCE 2~ EXP. 3 31 05 il1..1/e1 DATI: OWN BY: JTK CHKD BY: FIELD BY: PROJECT NO. 3893-1 ORAV,,NG NO. 411-1 "' 0 "-N C <::_ "' "' :e • ~ G') "C ~ 0 0 " .... .a::. I "' (,,.) "' ~ ill ~ _J I ~ m 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 SHALL BE CAPABLE OF PROVIDING A MINIMUM OF EIGHT HOURS OF RED FLASH OPERATION (CLARY SP 1000 SERIES OR APPROVED EQUAL). BAffiRIES FOR UPS SHALL BE HOUSED IN A NEMA 3R RA TED CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CAL TRANS SPECIFICATIONS. REPAIR EXISTING LANDSCAPING AND 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 AND ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL. 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, 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 2" CONDUIT AND PULLROPE FROM SERVICE CABINET TO SDG&E SERVICE POINT (TRANSFORMER #D103284-754, APPROX. 200 FEET S/0 INTERSECTION} PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE} DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL}. SEE DETAIL B, THIS SHEET. I I I I I I I I \ FACE OF CURB PEDESTRIAN RAMP [ID DETAIL D: 4" PCC SIDEWALK SCALE: 1"=10' CAMINO CAPISTRANO R/W BACK OF WALK [[] [fil [I] [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. ~ I 1 E 2;.-; :I$ REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. INSTALL 4" PCC SIDEWALK BEHIND EXISTING BACK OF WALK TO PROVIDE A 4' MINIMUM LANDING PER ADA REQUIREMENTS. SEE DETAIL D, THIS SHEET. ALGA R/W -- - -----------------s· _.--L...., = ~ - - - - -G---- - -------- - -_--:--.::-_ _=5. --- - 12' 12' 8 ¢6 I I _ -1 ,-f -7 I -I ~ I I I ~ =1 SC! -r- 1 I I ----,--1--,i 6 Rb 1 ' I -t4+-•¢6 I I I LJ~...-j-15 I ¢1 +¢19> I I @=== r=~====s~S=========_=_ ======_=_===_=_::b.t~;;;-t--i!l 6 ~73-s ---- - SDGE TRANS. e #D3450169571-757 ROAD ,a: 10~ PINf ..,., P ----G _____ D 1'16(.BIKE).. _ _ _ _ _ _ s· ____ _ ----------------7 _J6_ ===-=-======-====12·==== 12· --~r,::=---;;-.--------7----------------- POLE SCHEDULE MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB LOC. MAST ARM 1----,---+-----,------+----,--,---,------J LUMINAIRE SIG. LUM. MOUNTING INDICATIONS MOUNTING HASE QUAD PLACEMENT A B C MAS 3-12" (RA,YA,GA} 0 26-4-80 45' , 2· MAS 3-12" (R,Y,G) SP-1-T SV-1-T 3-12" (R,Y,G} 6P E 4P 250W HPS 16' -3' ® TYPE 1-A TV-1-T 3-12" (RA,YA,GA) SP-1-T 4P s 6P -17.5' 2.5' © 17-3-80 MAS 3-12" (RA,YA,GA) 20, 12, I-_M_A_S _+--3_-_12_"_(,.._R-'-, Y_,_,G--'}--1 3-12" (R,Y,G) SV-2-TA SP-1-T 3-12" (R,Y,G 8P s 6P 250W HPS 16' -2.5' ® TYPE 1-A TV-1-T 3-12" (RA,YA,GA} SP-1-T 6P w BP -16' 3' © 26-4-80 45' MAS 3-12" (RA,YA,GA} MAS 3-12" (R,Y,G} 12· 1------+---~~~__, SV-1-T 3-12" (R,Y,G) SP-1-T 2P w 8P 250W HPS 17' -3' SV-1-T 3-12" (R,Y,G 0 TYPE 1-A TV-1-T 3-12" (RA,YA,GA) SP-1-T BP N 2P -17' 3' © 17-3-80 20' MAS 3-12" (RA,YA,GA) MAS 3-12" (R,Y,G} 12' 1-------+----~~~----I SV-1-T 3-12" (R,Y,G) SP-1-T 4P N 2P 250W HPS 16' 3' SV-1-T* 3-12" (R,Y,G}* 0 TYPE 1-A TV-1-T 3-12" (RA,YA,GA) SP-1-T 2P E 4P -17' 3' NOTES; 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. • 118 INDICATION SHALL BE HIGH MOUNT AT 17' 300' TO X-WALK r, I I I I I I L_J 06 3"C, SIC TO CONTROLLER ON NORTHEAST CORNER OF ALGA ROAD AND MELROSE DRIVE (APPROX. 1265 FT.) R W AB-121 ASTRO MINI-BRAC . OR EQUAL ~ "' . :,: APPROACHING VEHICLES I.I.S.N.S. •xana Way" "Alga Road" "Xana Way" "Alga Road" EVPE DETECTOR MAST ARM STAINLESS STEEL BAND ~----+·,: ,"" -:::c --- r w ---~ ,RRIG_ lE"€V£ -. ~--.::::-::::: RAISED MEDIAN- 1(7 01 12' ....,.-.~~-------~------------"~~.----RAISED MEDIAN [±] DETAIL B: -----------r7------ . -..,. R/W 3"C & SIC TO SOUTHEAST CORNER OF ALGA ROAD AND EL FUERTE STREET (APPROX. 1650 FT.) ¢2 I I --+-I -- 1 I L_J 300' TO X-WALK PHASE DIAGRAM \111 \112 \113 \114 r-NOT ii ,--~-c> USED \115 \116 1117 118 _./ ~-c> -NOT USED tt PHASE SEQUENCE 1 i+5 ~ ~:: ~l 2+s H 4+a I SEQUENCE WITH CALLS ON ALL PHASES r- r-- f5 L--------~.:___ I R73- ___ (il..,,_ __ -------w-----------------------r----~ 12' ¢2 I.'::: ___ _ 12' 8' ¢2(BIKE) D LEGEND: r----7 VIDEO DETECTION ZONE L ____ ...J ... ~DEO DETECTION CAMERA -I MASTARM MOUNTED SIGN --c( E. V.P.E. DETECTOR r----11)2 L ___ _ -IX)(J .J. T 1 2 2"C, 2 * SIGNAL 2#10 LUMINAIRES 2#12 (IISNS} DETECTOR SCHEDULE PHASE SLOT FIELD NUMBER NUMBER TERMINAL PPB 2P I12L TB-4 & COM 6 PPB 4P I12L TB-5 & COM 6 PPB 6P I13U T8-7 & 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-10 & COM 12 -----'-- I I ~ I :L J_j 0 I I I I I I I I I I I I I I LJ ¢8 ,; ---I £ \ ,; X ---£ 7.0' 20 0 1" = 20' 6' ----w---------------------- 12· 12' s· MOUNT ¢6 INDICATION AT 17' HIGH ~ofESS/ T. 20 40 IV I\. GRAPHIC SCALE -.., . ~ "' R/W DETAIL A: SIGNAL POLE LOCA llON N.T.S. SEE SHEET 3 FOR SIGNING AND STRIPING EVPE DETECTOR MOUNTING N.T.S. 30" 315• 30" R73-2 [fil DETAIL C: MASTARM MOUNTED SIGNS N.T.S. "AS BUILT" P.E. ___ _ EXP. ___ _ INSPECTOR 36" DATE DATE t---f-----J-------------;---t----t----t----J I SH2EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ::==:::::::'....::===============:::..::::~ TRAFFIC SIGNAL PLAN FOR: ALGA ROAD AND >CANAWAY A.f_'l".RQVED l .J" ~,.\ 1. ~ 0 "'-I DEPUTY CITY ENGi ~E~R =~R~CE~a.5T.15,--'EX""P'. '3"3..--1 y,0'"6 DA ii' 1---+--+------------------t---+---+-----+---, ~======::;-;::::::====='=:~========--~ DWN BY: JTK PROJECT NO. DRAWING NO. §. CHKD BY: iii DA1E INITIAL DATE INITIAL DA1E INITIAL FIELD BY: 3893•1 411 •1 ,), L ____________________________________________________________________________________________ l.!:E!:;NG:?IN!EEE2;R~0:?!;F....!W::'.20!::RK1._ ____ ..:R.:.:E:.:Vl.:.:S:IO::N.:....:D.:E:.SC::R.::.IP'....Tl:.:.O::N.:..... ____ .1..20:!!TH~ER~AP~P~R0~V~AL:...LlC~ITY~AP?P!;!R0~V~AL;...J,..:::=====:::::...:::=====:::::...:::=====::::::...J ~ C :E NG') 0 -.i::. W,-,1,, ..... I ..... STRIPING NOTES: @ PAINT PER CALTRANS DETAIL XX. @ INSTALL 12" WHITE CROSSWALK (THERMOPLASTIC) @ REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. § INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). EXIST. STRIPING """":C:----.. TO REMAIN ALGA R26D/R81 a:, "' "' "' "' W41C!\ ... ~ 0~ 1J • ,..\ 0 R26 & R81 5 R26 3 EXIST. R7 & N-1 ~ ~ ~ \ \ ~ 20' 20' 10' I -----=--------------1------r--1---~----~---·----- W41 1 GENERAL NOTES -SIGNING & STRIPING: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. EXIST. STRIPING TO REMAIN 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 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 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 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 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 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 11LBING 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 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 AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. EXIST. R26 & R81 a:, -- 40 1"=40' I i I 20' \ EXIST. R2(25) 0 ___ __;40 80 GRAPHIC SCALE \ CAMINO CAPISTRANO ROAD -- SIGNING NOTES: [JJ INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. I]] INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE AS SHOWN. rn INSTALL NEW SIGN ON EXISTING TELESPAR POST AS SHOWN. [II REMOVE EXISTING SIGN(S) AS SHOWN. -- REMOVE R1 "STOP" SIGN AFTER TRAFFIC SIGNAL IS OPERATIONAL. EXISTING TELESPAR POST WITH DOUBLE STREET NAME SIGN TO REMAIN IN PLACE. - - • BCR 355' TO I 4 R26 & R81 2 W41 --ff--- - - - - - - - -(lJ - -+-.L.-J-----------------------...._-,----= -- ---- ---------·---- -- -- N ~ N 10' EXIST . "' N .---R78<N--1 - i:o R26 --EXIST. R26 & R81 GUAIIO ltAIL EXIST. STRIPING TO REMAIN SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN "AS BUil T'' DATE P.E. ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE 1------af------f--------------+--+----+---+-----l I SH3EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ :====::'...::::===============:::...::::~ SIGNING & STRIPING PLAN FOR: Exp. 6/30/05 CI V 1 '- 0, C~L DA Tt INlllAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL 01HER APPROVAL CITY APPROVAL ALGA ROAD AND XANA WAY 3893-1 "' ~ C N ,:::_ "' == "' w C) • i I u a ci, C .s:.. :9-' w ~ ...a. "' I <O ...a. 0 "' "' I ...a.