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HomeMy WebLinkAboutDWG 415-1; 3918-1; SIGNAL AT CARLSBAD VILLAGE DR & CHATHAM RD; 01-03L PACIFIC OCEAN CITY OF CARLSBAD TRAFFIC SIGNAL PLAN FOR CARLSBAD VILLAGE DRIVE AND CHATHAM ROAD PROJECT CITY OF OCEANSIDE ~LOCATION HIGHWAY _?a 'Y.2,,:.~ o/~. ~~1\~Vl,._;LL:;._AGE_.-<>.-1 .,_-o .'1' - ··-v-'7 ~'vcj, cX NOT TO SCALE CITY OF ENCINITAS . . I . . I . L .. L --7 i CITY OF VICINITY MAP VISTA CITY OF SAN MARCOS PROJECT NO. 3918-1 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. 3. 4. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATIEST REVISION). CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (JULY 1999 OR LATEST REVISION) . CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS AND MAINTIENANCE OF WORK ZONES (1996 EDITION OR LATIEST REVISION). 5. 6 . STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2000 EDITION OR LATIEST REVISION). SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2003 EDITION OR LATIEST REVISION). 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 SITIE 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 CONTIROLLER 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 PEDESTIRIAN INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERNATIONAL SYMBOLS. PEDESTIRIAN SIGNALS SHALL BE TYPE "A", L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. SIGN PANELS FOR INTERNALLY ILLUMINATED STIREET 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 TRAFFIC STIRIPING, 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 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. PEDESTIRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 15. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTIRACTOR. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR BENCHMARKS 'M-IICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATIE 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 REGISTIERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 17. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATIED. 18. TESTING OF CONTROL EQUIPMENT AND CABINET 1'<1RING 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 CONTIRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTIENDED OPERATION. 20. THE CONTRACTOR SHALL COORDINA TIE 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 CONTIRACTOR. 22. LUMINAIRES AND INTERNALLY ILLUMINATIED STREET NAME SIGNS SHALL HAVE TYPE IV P.E.C. 23. CONTIRACTOR SHALL REMOVE AND REPLACE EXISTING LANDSCAPING AND IRRIGATION SYSTIEM AS NECESSARY. CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT SIZE AND RUN II H 3• 3• 3• 3• 3• 3• 3• 2-3" 2-3" OR A OR /,\ ill /2\ & /s\ & A ill jg\ CABLE TYPE ~ CIRCUIT N0.14 CABLE POLE -A ---1/1 ---1/1 1/1 C POLE -B --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 ---1 /1 1/1 u D POLE -E 1/1 1 /1 1/1 1/1 1/1 C ----12 u T C POLE -F ----1/1 1/1 -1 1 1/1 2 T POLE -G ----1/1 --1 1 1/1 0 R POLE -H -------1 1 1 /1 TOTAL CABLES -3 CON/12 CON 1/1 2/2 3/3 4/4 3/3 2/2 1/1 8, 8 8/8 #12 \\SNS -2 2 2 2 2 2 2 - #10 LUMINAIRES -2 2 2 2 2 2 2 - #8 SIGNAL --------2 TOTAL 0 4 4 4 4 4 4 4 2 l:iisl VIDEO POLE -A ---1/1 ---1/1 1 /1 i=. COAX POLE -C -1/1 1/1 1/1 ---1 /1 1/1 = (BELDEN POLE -E ----1/1 1/1 1/1 1/1 1/1 ~ 8281) POLE -G ----1/1 --1/1 1/1 VIDEO "' POWER (3#16) TOTAL VIDEO 0/0 1/1 1/1 2/2 2/2 1/1 1/1 4/4 4/4 &2+111! EVA ----1 1 1 1 1 114 EVB ----1 --1 1 DLCM 1111+1116 EVC ---1 ---1 1 1118 EVD -1 1 1 ---1 1 TOTAL DLC 0 1 1 2 2 1 1 4 4 SIC 6 PAIR 1120 1 1 1 1 ---1 1 TOTAL CONDUCTORS / CABLES 3 12 14 19 16 11 9 33 31 l:lQTIE; 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE "AS BUILT' DATE P.E. ___ _ EXP. ___ _ INSPECTOR .,/,0[010 D TIE lli1. PESCRIP]ON Ill\ HAS·BLIILT" -------------------------1 sHE1ET l.__c_1_TY_o_F_c_A_R_L_s_s_A_o_~l37 ENGINEERING DEPARMENT ~ 1. TITLE SHEET 2. TRAFFIC SIGNAL PLAN 3. SIGNING AND STIRIPING PLAN DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL I TRAFFIC SIGNAL PLAN FOR: CARLSBAD VILLAGE DRIVE AND CHATHAM ROAD APPRqVEo i?..1 ....... ,. DEPUTY CITY ENGINE£ OWN BY: JTK CHKD BY: FIELD BY: RCE 28516 EXP. 3/31 /06 PROJECT NO. 3918-1 DRAl'<1NG NO. 415-1 , 060304 C :e ~ G) a ~ c.,.) ..,. _., ~ CJ1 .... ' I -..... "' • .,, ~ 0 0 I ., ;,; ,., L m rn 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 JR 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 FOR FUTURE USE. 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 (I D3653367773, APPROX. 150' EAST OF 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, Tl-llS 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 Tl-IE PROPERTY OF THE CONTRACTOR. 1 --- ---_ _.,,, CONTROLLER DETAIL N.T.S. R/w CARLSBAD VILLAGE - - I -x ..:;,pk 3' coNU -~_yl-x -, · rENCE 4" PVC SDG&E VAULT POLE SCHEDULE LDC. 0 23-4-80 35' 12' 0 TYPE 1-A © 17-3-80 20' 12' 0 TYPE 1-A © 19-4-80 30' 12' 0 TYPE 1-A 17-3-80 20' 12' ® TYPE 1-A NOTES' MAS 3-12" (RA,YA,GA) MAS 3-12" (R,Y,G) SV-1-T 3-12" (R,Y,G) TV-1-T 3-12" (R,Y,G) MAS 3-12" (R,Y,G) SV-1-T 3-12" (R,Y,G) TV-1-T 3-12" (RA, YA.GA) MAS 3-12" (RA.YA.GA) MAS 3-12" (R, Y,G) SV-1-T 3-12" R,Y,G) TV-1-T 3-12" (R,Y,G) MAS 3-12" (R,Y,G) SV-2-TA r3_-_1_2"~(R_,Y_,~G) _ _, 3-12" (R, Y,G) TV-2-T 3-12" (RA,YA,GA) 3-12" (R,Y,G) 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. SP-1-T 6P E 4P SP-1-T 4P s 6P SP-1-T s 6P SP-1-T 6P w BP SP-1-T 2P w 8P SP-1-T BP N 2P SP-1-T 4P N 2P SP-1-T 2P E 4P ·--l+-·~; ~~t,· 4 PLACEMENT A B C 250W HPS 14' -3' -14' 3' 250W HPS 14' -3' -13' 3' 250W HPS 16' -3' -12' 3' 250W HPS 16' -3' -15' 3' 12"TRFE 2"C 2 B SIGNAL 2#1 D LUMINAIRES 2#12 IISNS) SEE CONTROLLER DETAIL I.I.S.N.S. "Chatham Road" "Carlsbad Village Dr" "Chatham Road" "Carlsbad Village Dr 20 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. , .. = 20' STOP SIGN-...._ 0 D z " fll ~II I I I 11 11 I I 11 20"TREE · 11 I I IR 11 BOX;:"'TEl : : IHG-;;;;;;c I I t,v~ iO ~ 0~,, 5 © lg W53A \n I \~ ' "' I \ I I \ I STEPS CONG 0 20 20' 8 \ \ 40 GRAPH! C SCALE \ PRIVATE ~~/ SIGN CURB - - -------. wv's e I PHASE DIAGRAM 03 11)4 ti NOT USED 05 11)7 !&8 _/ 11)6 <J---4> tt NOT USED PHASE SEQUENCE 11+5 ~ ~:~ ~ 2+6 H 4+81 SEQUENCE WITH CALLS ON ALL PHASES DRIVE 200' TO X-WALK ,u 11' DETECTOR SCHEDULE PHASE SLOT FIELD NUMBER TERMINAL PPB 2P I12L T8-4 & COM 6 PPB 4P I12L T8-5 & COM 6 PPB 6P 113U T8-7 & COM 9 PPB 8P I13L T8-8 & COM 9 EVA 2+5 J12U T9-4 & COM 6 E\/18 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 LEGEND: ,.--------, I I VIDEO DETECTION ZONE ~--------' ... VIDEO DETECTION CAMERA -I MASTARM MOUNTED SIGN ( E. V.P.E. DETECTOR 3"C, SIC TO SIGNAL CONTROLLER ON NORTHWEST CORNER OF CARLSBAD VILLAGE DRIVE AND TAMARACK AVENUE (APPROX. 965') R/W _____ .....,. ~ -------, .... -· -----·--· -·---·--·----------------... . ·-.. --------EXISl 14" ACI' ../ w------. -------.---,W-_-__ -__ -___ -.. -.. -. - I 11' I I 06 1===::-::.:;;: ... ;..:.;.....,. ..... ,_,...., ________ ... ___________________ ....._. -·c__--_--_-_-_----·--_-_· -::_-. .,'-~~--------- ------------,,__ __ ~EXISL_ 8" VCP SEWER· , 1 o· ------1t ¢1 -_________ _. R73-2 11' 11' 36" ---£ -+----+- N "' R/W AB-121 ASTRO MINI- BRAC OR EQUAL EVPE DETECTOR aO V[NT/0,0. WM \ \ \ \ \ \ LIP \ \ I ~ \ 0/w~ I' A I I B I -___ _J BCR DETAIL A: SIGNAL POLE LOCATION N. T.S. 30" R73-2 I]] DETAIL C: MASTARM MOUNTED SIGNS N.T,S. SEE SHEET 3 FOR SIGNING AND STRIPING I 36" MAST ARM STAINLESS STEEL BAND Gl DETAIL B: EVPE DETECTOR MOUNTING N. T.S. "AS BUILT" DATE P.E. ___ _ EXP. ___ _ REVIEWED BY: '::\ \)Lt.O.r-,, 501\ INSPECTOR -1/,gru. ' DATE I , f3{///, II 1---l---l---------------1----+---1----+---I I SH2EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ :::::=:::::::..::================-==~ TRAFFIC SIGNAL PLAN FOR: CARLSBAD VILLAGE DRIVE AND CHATHAM ROAD ~ " 0 DWN BY: JTK PROJECT NO. DRAWING NO. -~ CHKD BY: 'j' DATE INITIAL DATE INITIAL DATE INl11AL FIELD BY: 3918•1 415-1 w L ___________________________________________________________________________________________ _j~EN~G:!!;•N~EE!RJO~F1w~oR!!!:KL ____ _:R:::E_:Vl:_::S:_:10:::_N:_:::D:::ES::C:::_R:::IP_TI:,::D:::_N::._ ____ J.2o:!!;TH~ER~AP:.';P~Ro~v~AL;J__sc!!:1TY~AP?P~Ro~v~AL;.J__:::======--=======--======:::..l ~ 060304 SIGNING NOTES: [I] INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. [II INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE AS SHOWN. m INSTALL NEW SIGN ON EXISTING TELESPAR POST AS SHOWN. III 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. RELOCATE EXISTING BUS STOP SIGN TO NEW TELESPAR POST AS SHOWN. II) RELOCATE EXISTING W15, BUS STOP SIGN AND R26D/RB1 FROM STREET LIGHT POLE TO NEW TELESPAR POST AS SHOWN. STRIPING NOTES: @) ~ PAINT PER CALTRANS DETAIL XX. INSTALL 12" WHITE CROSSWALK (THERMOPLASTIC). REMOVE EXISTING YELLOW CROSSWALK BY GRINDING PRIOR TO INSTALLATION OF NEW WHITE CROSSWALK. 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 SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH IN1ENSITY 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. B. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPll. Y REMOVED BY THE CONlRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALI<S 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 SlEEL 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 CITY MOUNTING BRACKET WITH STRAPS. 16. EXISTING SIGNS THAT ARE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 17. ·srop• 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 DIREC1ED 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. ... "" 220" TO X-WALK 40 0 40 80 1"=40' GRAPHIC SCALE • ,L------ R26 & R81A "BEGIN" PLATE EXIST. STRIPING TO REMAIN 10· 13" "' • 2JY __,...JH~-EXIST. STRIPING I TO REMAIN I EXIST. R26 5 3 R26 230' TO DRIVE X-WALK EXIST. GR~-, R18 ''"' -----------... - ,,. '\t, ,,. W41 - -___ ,..,a R/W "AS BUILT" I SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN I P.E. ___ _ EXP. ___ _ DATE T. kt. -~ y~' ~, llo. 56667 Exp. 6/Yl/05 C/y\'I. VILT" l-----4---+------------f--.---4---+--+----l I SH3EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ~::::=.-================::'....".::::===: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL Oll-lE:R APPROVAL CITY APPROVAL SIGNING & SlRIPING PLAN FOR: CARLSBAD VILLAGE DRIVE AND CHATHAM ROAD APPROVED ~~±=-,!,--~· ~~~~-=-=-=---:--,,~ DEPUTY CITY EN / 3P EXP. J 31 06 DAlE OWN BY: JTK CHKD BY: FIELD BY: PROJECT NO. 3918-1 DRAWING NO. 415-1 060304 C w ~ C) 0 z -~ w .. ..... '-U1 I r ..... " 0, -~ .9-L -"' I ., ;; ..,