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HomeMy WebLinkAboutDWG 414-9; 3917-1; CARLSBAD VILLAGE DRIVE AND GLASGOW DRIVE; 01-03L PACIFIC OCEAN CITY OF OCEANSIDE HIGHWAY 78 '_/I/ r-... NOT TO SCALE CITY OF CARLSBAD TRAFFIC SIGNAL PLAN FOR CARLSBAD VILLAGE DRIVE AND GLASGOW DRIVE PROJECT ~ LOCATION - ~ CITY OF ENCINITAS \ ALc4 VICINITY MAP VISTA CITY OF SAN MARCOS ~ PROJECT NO. 3917-1 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. 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). 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 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 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 WITI--1 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. Tl-IE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON TI-IESE 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 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. 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 DURING FLASHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MIONUMENTATION 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 BY THE LAND SURVEYOR'S ACT. 17. LIMIT LINES AND CROSSWALKS SHALL BE FlELD 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 Tl-IE 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. . CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT SIZE AND RUN JI H 3 .. 3• 3• 3• 3• 2-3" 2-3" 3• 3· OR A OR It\. A'. A A & Is\ A la\ & CABLE TYPE ~ CIRCUIT N0.14 CABLES POLE - A 1/1 1 /1 1/1 1/1 1/1 1/1 1/1 -- C POLE - 8 -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 --N D N POLE - D - --1/1 1/1 1/1 1/1 - -~ D POLE - E --- -1/1 1/1 1/1 - -12 ~ POLE - F -- -- -1/1 1/1 - - POLE - G - - - --1/1 1 1 1/1 - R POLE - H - - - - -1 '1 1 1 1 /1 1 1 TOTAL CABLES - 3 CON/12 CON 1 /1 2/2 3/3 4/4 5/5 8 8 8 8 2/2 1 1 #12 \\SNS 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 0 ~VIDEO POLE - A 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 -- {BELDEN POLE - E - - - -1/1 1/1 1/1 - -i:. 8281) POLE - G ---- -1/1 1/1 1/1 - VIDEO ~ POWER {3#16) TOTAL VIDEO 1 /1 1 /1 2/2 2/2 3/3 4/4 4/4 1 /1 0/0 02+¢: EVA - - - -1 1 1 - - ¢4 EVB - -- --1 1 1 - DLCM lll1+11l6 EVC 1 1 1 1 1 1 1 - - lllB EVD --1 1 1 1 1 -- TOTAL DLC 1 1 2 2 3 4 4 1 0 SIC 6 PAIR 1120 0 0 0 2 2 2 2 0 0 TOTAL CONDUCTORS / CABLES 13 11 2 9 11 34 34 22 20 l',IQIE; 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTI-IERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE "AS BUILT" DATE P.E. ___ _ EXP. ___ _ REVIE-m:.D BY: -~ h , o,..,, 5o,, ~ INSPECTOR NQ.. DESCRIPTION MQ~~,·• ~ ~ t---f-----1-------------+--+----+---+----I SHE1ET CITY OF CARLSBAD 3 ENGINEERING DEPARMENT SHEETS ;::==:::'...::::::===============::'..===: 1. TITLE SHEET 2. TRAFFIC SIGNAL PLAN 3. SIGNING AND STRIPING PLAN TRAFFIC SIGNAL PLAN FOR: CARLSBAD VILLAGE DRIVE AND GLASGOW DRIVE ~PROVED I.I t----t----t-----------------+---t----+---+----1 i.).l,\rl /, ...,. i, I. I • t----+---t------------------+--+---+--+----1 ::D::EP:::::U::TY::::::aTY:::::::::E~~::l:::NE:=ER:;-;:=]=E::::2::85:::1:::5=::::E=XP::::.:;3:-;/:3::'.1::: /10=:S===DA::lE:::=:::: DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: FIELD BY: JTK PROJECT NO. 3917-1 DRAWING NO. 414-9 072204 C :E ..... G') ... z 2. "' .;i. " "' w _. "' .;i. • I -0 C (0 ~ 0 0 I " '" "' L III [I] [fil 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 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). 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 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. CONTRACTOR SHALL FURNISH ONE EXTRA VIDEO DETECTION PROCESSOR CARD TO THE CITY AT SIGNAL TURN-ON. 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 TRANSFORMER #D160418 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. 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. REMOVE EXISTING t16 (WESTBOUND) VEHICLE INDICATIONS FROM POLE "A" ON NW CORNER OF CARLSBAD VILLAGE DRIVE AND TAMARACK AVENUE (PER DWG. 303-2, SHEET 39) AND REPLACE WITH 12" PROGRAMMED VISIBILITY SECTIONS. ~ INSTALL NEW PULLBOX IN EXISTING CONDUIT RUN. EXIST. 2"C, SIC TO SIGNAL CONTIROLLER ON NORTHWEST CORNER CARLSBAD VILLAGE c/w~ /'-A I I B I --___ _J BCR DETAIL A: SIGNAL POLE LOCATION N.T.S. LEGEND: ,-------~ I I VIDEO DETECTION ZONE '--------~ .... VIDEO DETECTION CAMERA MASTARM MOUNTED SIGN < E.V.P.E. DETECTOR ,:: " [)" IRC I,G BOX TELE RISER □ OF CARLSBAD VILLAGE DRIVE AND TAMARACK ""''"' '""~· '"'l """· ,·, .. , I~ EXI~ ~ ~ ~ I~ R w~=-=±~==~--=-=-=---~~~~=-=-=--=~====::::::~==~W~'~IR~G=::~::::====~~~R~l:~ER~~~=i=-=::=:=-:====-:'m~B~0~1R~G~-~-==!3~::=;A~~~ CONC WALK --{[] Up ~ - 111 - co " -co BASIS OF BEARINGS N 71'23'26" E '-CONG-.. ,:, :i - - , ¢5 I ~ ~ I I L-----------~-J (tp EXIST. 8" VCP r-, ---s -- -·------::-,. _ t _ -t---------s ----------s -----·------s------- -----s-- ----------s---------- ---1 ¢2 I I I L-..1 <-~--...J--~--J __ -------------- - - - - - - - - ----- - ------- - --- ---I I CONC WALK R/W ----+10-++D - 200' TO TELE X-WALK RISER'S PHASE DIAGRAM 112 ¢3 114 TELE ___ _ STEPS UNDERWALK DRAIN CONG DETECTOR SCHEDULE •ETECTOt PHASE SLOT FIELD NUMBER NUMBER TERMINAL ¢2(BIKE) r-] I WALK NOT i ! -,-C:,...--(> USED PPB 2P I12L TB-4 & COM 6 PPB 4P I12L TB-5 & COM 6 PPB 6P I13U TB-7 & COM 9 ¢5 ¢6 /f!7 lfJB PPB BP I13L TB-8 & COM 9 _/ C:,...--(> tl NOT -USED 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 -114U TB-10 & COM 12 PHASE SEQUENCE 11+5 ~ ~:: ~ 2+s H 4+s 1 20 0 20 40 SEQUENCE WITH CALLS ON ALL PHASES 1" = 20' GRAPHIC SCALE 36" 30" R73-2 [fil DETAIL C: MASTARM MOUNTED SIGNS N.T.S. 30' 30' 20' 20' ~ X V? "' 00 I • c5 I 77 I ' ) I "' I I I I,;, I 1r1 1 I I ~I ..-~ (,/) I I :c' ;-•-1 :: -•I i ?t "~I I ~--►I I qi I "'¢4 I ,--, I I I I "' I '?I·" I o,~ "' . I :-olh I r01-u I --, I I I I I I I l ¢4 I I I I w--e::e--♦--e e 1$ I I I I ~ ~ : SMH R73-~ 6 ------,---··1- 1 I 04 :R34 I : 5 I : ,E I I I r-:-I ....... 01~ ,. ' ~I► ·"'° I~ -1 I 20' ----+- I ---~ - I I . l~r I I I I I I I I I I I l_JJ 0~ I I I I /I ,, 111-11 X ,_, Vil ~E ;-·11 i:l NI ~J i ..._ ... ·i,,. r;.I '01 I I 20' I G, I I I I I I I I I I "' I I I I I I I I 30' 30' 36" ,:: " Ct'. I§ IRG BOX ;RG EXIST. 2"C, SIC POLE SCHEDULE LOC. MAST ARM MAST ARM TRAFFIC SIGNALS PED SIGNALS PPB PLACEMENT SIG. LUM. MOUNTING INDICATIONS MOUNTING PHASI QUAD PHASE LUMINAIRE A B 0 MAS 3-12" (RA, YA,GA) 26-4-80 40' 12' MAS 3-12" (R,Y,G) SP-1-T 6P E 4P 250W HPS 14' - SV-1-T 3-12" (R,Y,G) ® TYPE 1-A --TV-1-T 3-12" (R,Y,G) SP-1-T 4P s 6P --15' © MAS 3-12" (R,Y,G) 17-3-!:IO 20' 12' SV-1-T 3-12" (R, Y, G) SP-1-T BP s 6P 250W HPS 13' - -- ® TYPE 1-A --TV-1-T 3-12" (RA,YA,GA) SP-1-T 6P w !:IP --16' © MAS 3-12" (RA,YA,GA) 26-4-80 40' 12' MAS 3-12" (R,Y,G) (3) SP-1-T 2P w BP 250W HPS 15' - SV-1-T 3-12" (R,Y,G) (3) 0 TYPE 1-A --TV-1-T 3-12" (RA,YA,GA) SP-1-T BP N 2P --14' © MAS 3-12" (R,Y,G) 17-3-80 20· 12' SV-1-T 3-12" (R,Y,G) SP-1-T 4P N 2P 250W HPS 19' - -- 0 TYPE 1-A --TV-1-T 3-12" (RA,YA,GA) SP-1-T 2P E 4P --14' NOTES: 1. ALL EQUIPMENT IS NEW UNLESS OTI-IERYviSE SPECIFIED. 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. 3. ¢2 VEHICLE INDICATIONS SHALL BE 12" PROGRAMMED VISIBILITY SECTIONS. DRIVE -- 200' TO X-WALK EXIST. 2"C, SIC TO SIGNAL CONTIROLLER ON NORTHEAST CORNER OF CARLSBAD VILLAGE DRIVE AND COLLEGE BOULEVARD {APPROX. 1005') C 3' 3' 3' 3' 3' 3' 3' 3' 1.I.S.N.S. "Glasgow Drive" - "Carlsbad VIiiage Dr" - "Glasgow Drive• - "Carlsbad Village Dr" - --- ---cJ--- -----R W AB-121 CONG WALK ASTRO MINI-BRAC OR EQUAL .. -, ¢SP If L-..1 ¢6(BIKE) LIP ,:: " er __ Jt---=----------------------------------r--, __ J -~ 0s I I 0s I I ----1 I ---w----1--1-----w L-..1 ---- ¢2+11l5 EXIST. B" VCP--. s ----------s----------s----------s----------s----------s------s-----------s-- CONG WALK CONG WALK -- " co APPROACHING VEHICLES EVPE DETECTOR MAST ARM STAINLESS STEEL BAND POLE E "rt?vN.:7.477.:W /IIIIJ.4.1ELJ WIT.I/ 5J'"EEL R/W III DETAIL B: SLEEP'E. 2"C, 2 SIGNAL 2#10 LUMINAIRES 2#12 IISNS) TRANSFORMER #D160418 SEE SHEET 3 FOR SIGNING AND STRIPING EVPE DETECTOR MOUNTING N.T.S. "AS BUil T" DATE P.E, ___ _ EXP. ___ _ ~~EWED BY: ~O,.•, INSPECTOR 1-----1---1--------------+---+--+---+--; I SH2EET I CITY OF CARLSBAD i3l ENGINEERING DEPARMENT ~ ~=-=============:=::::::'....====: TRAFFIC SIGNAL PLAN FOR: CARLSBAD VILLAGE DRIVE AND GLASGOW DRIVE APPROVED ,-; 3/tf Q9,- DEPUTY CITY ENGi ER RCE 2 15 EXP. 3 31 06 DATE 1---+---t-----------------+--r--+---t---i ~=====:;-;:=====~..=-=-=-=-=-=-=-=-=~- OWN BY: JTK PROJECT NO. DRAWING NO. DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: FIELD BY: 3917-1 414-9 072204 C ... :e .<:2. "' ' I\) C) ... a "' .a::. • w u ..... 0 C .a::. "' in I I c--.; CD " L SIGNING NOTES: [I] [fil [II INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE AS SHOWN. INSTALL NEW SIGN ON EXISTING TELESPAR POST AS SHOWN. REMOVE EXISTING SIGN AND POST AS SHOWN. REMOVE R1 "STOP" SIGN AND R1 -4 PLATE AFTER TRAFFIC SIGNAL IS OPERATIONAL. EXISTING TELESPAR POST WITH DOUBLE STREET NAME SIGN TO REMAIN IN PLACE. REMOVE R1 "STOP" SIGN AND R1-4 PLATE AFTER TRAFFIC SIGNAL IS OPERATIONAL. EXISTING TELESPAR POST AND R7 /N-1 SIGNS SHALL REMAIN IN PLACE. REMOVE EXISTING R1 "STOP" SIGN AND R1 -4 PLATE AFTER TRAFFIC SIGNAL IS OPERATIONAL. RELOCATE EXISTING R26 FROM STREET LIGHT POLE TO EXISTING TELESP AR POST. REMOVE EXISTING SIGN AS SHOWN. 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). 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 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 SHAUL 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 ON CARLSBAD VILLAGE DRIVE WITHIN 200' OF THE PROPOSED CROSSWALKS SHALL BE REFRESHED, 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. a. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPllL Y 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 CALllRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS llRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED. 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANOARD 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 CONllRACTOR. 17. "STOP" AND "STOP AHEAD" SIGNS AND PAVEMENT LEGENDS SHAUL 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 INSTAULED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICAUL Y SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. CARLSBAD ox .... 46 ' T BCR 40 0 40 80 ---- 1"=40' GRAPHIC SCALE VILLAGE 230' TO X-WALK EXIST. STRIPING TO BE REFRESHED EXIST. W41 ... ""' EXIST. STRIPING TO BE REFRESHED 8 12' 12' 8' 10' SEE GENERAL NOTE #6 R26 6 I i : I I I 20' 20' 20' EXIST. STRIPING TO REMAIN R1/R1-4 -- DRIVE EXIST. STRIPING TO BE REFRESHED 12' 10' 8' 12' 12' -8 EXIST. R26 EXIST. STRIPING TO BE REFRESHED SEE GENERAL NOTE #6 ~..j}--H---EXIST. STRIPING TO REMAIN 20' EXIST. R26 ARTESIAN WAY --EXIST. R26D/R81 4 W17 2 W41 --- "AS BUILT'' SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN P.E. ___ _ EXP. ___ _ DATE bVIEWED BY: • ~ t Jo,,-• ;:,a,\ INSPECTOR I------Jf-----4--------------+-----+----+----+-------I I SH3EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ~===--=======================:'....':::::===: DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SIGNING & STRIPING PLAN FOR: CARLSBAD VILLAGE DRIVE AND GLASGOW DRIVE OWN BY: JTK CHKD BY: FIELD BY: PROJECT NO. 3917-1 DRAWING NO. 414-9 072204 C n :e '2-. v (A) G') '-., n 0 -.s::-, "' (A) • ..... ~ ci, .s::-, C ·a. s I "' (0 I " o; n