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HomeMy WebLinkAboutDWG 424-4; 3939-1; TRAFFIC SIGNAL PLAN POINSETTIA LN AND BLACKRAIL RD; 01-03L CITY OF OCEANSIDE PACIFIC OCEAN A B SCR HlGIIWAY 71! NOT TO SCALE DETAIL A: SIGNAL POLE LOCATION N. T.S. CITY OF CARLSBAD TRAFFIC SIGNAL P NFOR POINSETTIA NE AND B CK RAIL ROAD COSTA CITY OF ENCINITAS CITY OF VISTA ROAD V--7 A'IE PROJECT LOCATION CITY OF SAN MARCOS VICINITY MAP APPROACHING VEHICLES AB-121 ASTRO MINI- BRAC OR EQUAL @J DETAIL B: EVPE DETECTOR MOUNTING N.T.S. EVPE DETECTOR MAST ARM STAINLESS STEEL BAND PROJECT NO. 3939-1 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 2002 OR LATEST REVISION). 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (JULY 2002 OR LATEST REVISION). 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 (2003 EDITION OR LATEST REVISION). 6. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2006 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 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. 8. 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) AND SHALL NOT BE MORE THAN 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 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: NO, DESCRIPTION 1. TITLE SHEET 2. TRAFFIC SIGNAL PLAN 3. SIGNING AND STRIPING PLAN 30" R3-4 (R34 CA) 30• 36" (R73-2 CA) ~ DETAIL C: 35• 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 MONUMENTATION AND/OR BENCHMARKS Wl-ilCH 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 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. LU MIN AIRES 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. .... ~ 667 !:l Exp. 6/30/07 CJy\\. CONDUCTOR SCHEDULE AWG SIZE p POLE CONDUIT SIZE AND RUN ; H 3• 3• 3• .,. 3• 3• 3" 2-3· 2-3" 3• OR A OR & ~ & & & & 6 & & ~ CABLE TYPE s CIRCUIT E N0.14 CABLE POLE -A -------1/2 1/2 - 8 POLE -B ------1/1 1/1 1/1 - 3 C POLE -C -----1/1 1/1 1/1 1/1 -N 0 D N POLE -D ----1/1 1/1 1/1 1/1 1/1 -u D POLE -E 1/1 1/1 1/1 1/1 1/1 1/1 f ----12 ~ POLE -F -1/1 1/1 1/1 ---1/1 1/1 -0 T POLE -G 1/1 1 /1 1/1 1/1 R ~ ------ POLE -H ---1/1 ---1/1 1/1 - TOTAL CABLES -3 CON/12 CON 1/1 2/2 3/3 4/4 1/1 2/2 3/3 8/9 8/9 - #10 IISNS 2 2 2 2 -2 2 2 2 - #8 LUMINAIRES 2 2 2 2 -2 2 2 2 - #6 SIGNAL ---------- TOTAL 4 4 4 4 -4 4 4 4 - VIDEO POLE -A -------1 /1 1 /1 -COAX POLE - C -----1/1 1 /1 1/1 1/1 - ~ (BELDEN POLE - E 1/1 1/1 1/1 1/1 -- -1/1 1 /1 -8281) POLE - G - -1/1 1/1 ---1/1 1/1 -VIDEO ~ POWER (3#16) TOTAL VIDEO 1/1 1/1 2/2 2/2 -1/1 1/1 4/4 4/4 - 1'2 LOOP 11 ---1 -- -1 1 - !06 LOOP /J2 ---- ---1 1 1 •2+1': EVA 1 1 1 1 - --1 1 - DLCM ¢4 EVB - -1 1 - --1 1 - 1'1 + 11>6 EVC --- -- --1 1 - l!l8 EVD - - ---1 1 1 1 - TOTAL DLC 1 1 2 3 -1 1 6 6 1 SIC 6 PAIR 1120 ----- --1 1 1 TOTAL CONDUCTORS / CABLES 9 11 16 19 2 11 13 36 36 2 NOTE: 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE "AS BUILT" . :,,f,,.,f h;11, ,,,;g,,fiB 5~~,7 o/'So/C~ DATE P.E,--"-=--=-'--'--EXP. ~~--'-'C-- DATE t----+~-1 I SHE1ET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ~==--'=====================-====-: TRAFFIC SIGNAL PLAN FOR: APPROVED POINSETTIA LANE AND BLACK RAIL ROAD MASTARM MOUNTED SIGNS N.T.S. . ,. . rll,(: 1 DEPUTY CITY EXP. 3 31 08 A TE f 1----+--t-----------------+----+--+---+---! ~==-=-=-=-=-=-~=-=-=-.:;-;:=~===~~=-=-=--=-=-=-=-=-=-=--=---.:::; DWN SY: JTK PROJECT NO. DRAWING NO. j CHKD BY: INITIAL DAT£ INITIAL DAT£ INITIAL FIELD BY: 3939• 1 424•4 J. L _______________________________________________________________________________________ J!E~N~GIN~Ef!ER~O~F_!W!£0!!!:RKL ____ R:_::E:_:V:::IS:'.'.:IO:'.'.N:...::'.D'.::ES:'.:C::'.:R'.'.:,IP__:T.:.::IO::,:N~----1.£D.!!;TH~ER!.,;A~P:e,!PR~o'ii.vA~LJ....!c:!.!1"'~AP~P:!:,!RD2:::V~AL;.J_,:::======-======='...======:::J ~ 7 L CONSTRUCTION NOTES: 2"C, 2.B.SIGNAL, OJ 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 THE FOLLOWING: • TYPE 2DOSA LOCAL INTERSECTION CONTROL PROGRAM SOFTWARE • MODEL 412C PROM MODULE WITH 27256 EPROM PROGRAMMING CHIP • MODEL 404 MODEM • TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS FOR EVPE OPERATION • EDI MODEL 201 OECR CONFLICT MONITOR UNIT AN UNINTERRUPTIBLE POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE CABINET. 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. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY CORE AND LOCK. CONTRACTOR SHALL REPAIR EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALLATION. . . INSTALL VIDEO DETECTION SYSTEM TO PROVIDE VEHICLE AND BICYCLE DETECTION AS SHOWN, INCLUDING VIDEO CAMERA, DETECTION PROCESSOR, VIDEO MONITOR MOUNTED IN THE CONTROLLER CABINET, AND ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. CAMERA SHALL BE MOUNTED ON THE LUMINAIRE MAST ARM AS SHOWN. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL. VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. CONTR0t[EfTDETAIL [I] 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. EXISTING LANDSCAPING AND IRRIGATION SYSTEM AFTER INSTALLATION. FD LEAD & DISC STAMPED LS 5669 \ --\ CONC WALK 9 ---RW----RW--- 1 '---cuRs - --'//-(::i'i.. ~w-----W -. R/W r NEW 3"C, PULLROPE TO SOUTHEAST CORNER OF POINSETTIA LANE AND BRIGANTINE DRIVE ,--"' -.. " 345' TO CONTRACTOR SHALL REPAIR --• u 3"C, 1-D: PU:OPEJ N.T.S. • , -- FOR FUTURE SIC. (APPROX. 1135' <t_ TO <t_ ) TERMINATE IN A PULL BOX. X-WALK POINSETTIA LANE POLE SCHEDULE LOC. MAST ARM PED SIGNALS PPB --,-------;----~------+----~-+--~--1 LUMINAIRE SIG. LUM. MOUNTING 'HASE QUAD 'HASE TRAFFIC SIGNALS PLACEMENT A B C MOUNTING INDICATIONS MAS 3-12" (RA, YA,GA) 26-4-129 45' 12' MAS 3-12" (R,Y,G) SV-1-T 3-12" (R,Y,G) SP-1-T 6P E 4P 250W HPS 16' - SV-1-T 3-12" (R,Y,G) l3) ® TYPE 1-A - -TV-1-T 3-12" (R,Y,G) SP-1-T 4P s 6P -16' 31 © 19-3-129 25° 12° MAS 3-12" (R,Y,G) SV-1-T 3-12" (R,Y,G) SP-1-T BP s 6P 250W HPS 15' -3' ® TYPE 1-A --TV-1-T 3-12" (RA,YA,GA) SP-1-T 6P w -15' 3• © 26-4-129 45' 12· MAS 3-12" (RA,YA,GA) MAS 3-12" (R,Y,G) SV-1-T 3-12" (R, Y,G) SP-1-T 2P w BP 250W HPS 15' - ® TYPE 1-A - -TV-1-T 3-12" (R,Y,G) SP-1-T BP N 2P © 19-3-129 25' 12' MAS 3-12" (R,Y,G) SV-1-T 3-12" (R,Y,G) SP-1-T 4P N 2P 250W HPS 15' -3' ® TYPE 1-A --TV-1-T 3-12" (RA,YA,GA) SP-1-T 2P E 4P -15' 3' NOTES: ~ 1) ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2~ CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. 3 HIGH MOUNT ¢2 INDICATION AT 17 FEET. 4 IISNS SIGN PANELS SHALL BE 6' WIDE AND 18" HIGH, UNLESS OTHERWISE APPROVED. (4) 1.1.S.N.S. "Black Rail Rood" "Poinsettia Lane" "Block Rail Rood" "Poinsettia Lane• ( / WALL I I I ;o -...._ ::,, I I I I I I ·-I 'I I 20· I I I I il I I I I ~ I I I I 60' 20· WALL I @ -..J TELE IMH IRG ~PB 0 l \ SUG&f ,..--,VAULT - l SDG&E TRANS 60159191-304 ;,:, ~ '-- CONSTRUCTION NOTES, CONT'D: INSTALL 2" CONDUIT AND PULLROPE FROM SERVICE CABINET TO SDG&E SERVICE POINT (TRANSFORMER II D141049-304, APPROX. 75' WEST OF PROPOSED SERVICE CABINET PER SDG&E REQUIREMENTS. CONDUCTORS BY SDG&E. @] INSTALL SINGLE-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EWE) DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL). SEE DETAIL B, SHEET 1. I]] [I] INSTALL MAST ARM MOUNTED SIGN PER CAL TRANS STANDARD PLAN ES-7N, DETAIL •u•. SIGN TYPE AS NOTED ON PLAN. SEE DETAIL C, SHEET 1. REMOVE EXISTING STREET LIGHT POLE, FOUNDATION, ADJACENT PULL BOX AND CONDUCTORS AND BACKFILL. RELOCATE EXISTING SIGN TO NEW TELESPAR POST AS SHOWN ON SHEET 3. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. INSTALL VIDEO DETECTION SYSTEM TO PROVIDE VEHICLE AND BICYCLE DETECTION AS SHOWN, INCLUDING VIDEO CAMERA, DETECTION PROCESSOR, VIDEO MONITOR MOUNTED IN THE ¢1 PHASE DIAGRAM ¢2 ~3 CONTROLLER CABINET, AND ALL NECESSARY WIRING AND ANCILLARY EQUIPMENT. CAMERA SHALL BE MOUNTED USING A PELCO ASTRO-BRAC BRACKET AND 74" RISER MOUNTED ON THE BACK SIDE OF THE SIGNAL MAST ARM. VIDEO DETECTION SYSTEM SHALL BE ITERIS VANTAGE EDGE OR APPROVED EQUAL. VIDEO DETECTION SOFTWARE SHALL BE LA TEST VERSION. -r ... NOT <J--t> USED G - CONC ¢5 - rEXIST. 3"C, 1-DLC, NEW SIC rEXIST. 3"C, 1-DLC, NEW SIC 345' TO X-WALK _/ 11'6 ~7 <J--t> NOT USED EXIST. 3"C, NEW SIC TO EXISTING SIGNAL CONTROLLER AT POINSETTIA LANE & AMBROSIA LANE PER DWG. 398-30 (APPROX. 19B5' t TO <t_ ) 2"TREE WALK ff ~AB .S B;,a,-1. -.-J--=':::::'=R /;::rw ~9 -CONC WA ~UP ~CURB ----RW----RW-~-Q R~ ___ _ '~ RW---- LEGEND: VIDEO DETlECTION ZONE VIDEO DETlECTION CAMERA -I MASTARM MOUNTED SIGN --< E. V.P.E. DETECTOR 2 CURB ff ----~w----w--occ-=c--:cc711w=---__ w ----CURB CONC w n WALK -:;: f"T-=,.=='---.='---'='------r-,===".ll,"=--------==--,:-='---'=-~-.L. R/W PHASE SEQUENCE 11+5 ~ ~:: ~ 2+6 H 4+a I SEQUENCE WITH CALLS ON ALL PHASES 20 ' N 0 - 0 ____ 20 40 1· = 20° GRAPHIC SCALE "AS BUILT'' SEE SHEET 3 FOR SIGNING AND STRIPING I 1/1-111 I, k, :,._. EXP. ,.lf,a• Gfl.,HP.-DATE --+----+----l--+-----11 SH2EET I CllY OF CARLSBAD 137 ------------------l------1-----1-------1----1 ~ __ EN_G_I_NE_E_R_IN_G_D_EP_A_R_M_E_N_T __ ~~ +---+------1---1----1 TRAFFIC SIGNAL PLAN FOR: l\PPROVED POINSETTIA LANE AND BLACK RAIL ROAD ~11,/07 EXP. 3/31 /08 DA TE ~ ~ 0 '7,,=c-_-o-L--c.•4-J,-.-u--h,---,.c.,11"',,..,,,.-.,11½"''L""'T"'",-------------+---+--+---I----I DWN BY: JTK PROJECT NO. DRAWING NO. §, J:---Li="'~'-1-----"'--'-'=--,..-¥-L--'---"""''.:,---'u'"u"'--"1 "--------------1----+-----l-----1------' CHKD BY: 1 DATE: INlllAL REVISION DESCRIPTION f-'-DA~rr~~IN_ITI_AL--1--_D_A_IT-+_1N_IT_IA_L_~ FIELD BY: 3939•1 424-4 ill L ___________________________________________________________________________________________ ..J!C~N!!:!a!:!!NEfER!:..,2!0F~WO:!:R~KL ____ :..::_:.:.:.::.:._::::.::.:::_.:.:.:.:..:_ ____ .J..!O~TH~E;!!_R..f:.A!:!PP?R~OV0_A!:_L .l..JC:!,:ITY~AP!:!:P?RO~V~ALLJ.:::::======-=======-======::::'..Ji/l 7 L SIGNING NOTES: OJ INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. m REMOVE EXISTING SIGN AND POST AS SHOWN. REMOVE EXISTING SIGN AS SHOWN. EXISTING POST TO REMAIN. INSTALL NEW SIGN ON EXISTING POST AS SHOWN. REMOVE EXISTING R1-1 AND R1-4 SIGNS AFTER TRAFFIC SIGNAL IS OPERATIONAL. REMOVE EXISTING R1-1 SIGN AFTER TRAFFIC SIGNAL IS OPERATIONAL. TRIM EXISTING POST TO FIT REMAINING R4-7 SIGN AND TYPE OM1-3 MARKER. RELOCATE EXISTING SIGN TO NEW TELESPAR POST AS SHOWN. POINSETTIA LANE EXIST. (W11 CA) ~ 3 ...... 4 X N I " :IE: q )> s:; a EXIST. W3-3 I W3-1 ll. --ll-+Ja~PM 1/ • ; I "SIGNAL AHEAD" I (R26B CA) CD----lt ,...-LP ~---11-• EXIST. (W75"' R26D/R61 CA) FD !fill .l [l!IC z 0 .,, 0) ► o ;o • ;,.; z Cl "" DC,.._ r--- I·, - ..,! I • @" .. / 375' TO REMOVE EXISTING R1-1 SIGN AFTER TRAFFIC SIGNAL IS OPERATIONAL. EXISTING POST AND DOUBLE STREET NAME SIGN TO REMAIN. INSTALL NEW (R26 CA) SIGN ON EXISTING POST. ST.IJf'Ell IS ~ B ,,..... X-WALK I (GR) "STOP AHEAD" H f1J I.fill .l 111!£ r, ---I STAlffOLSl:o6111,.:,.,._.._ __ -----II -----' ... """ • • STRIPING NOTES: @ PAINT PER CALTRANS DETAIL XX. @ INSTALL 12" WHITE CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC). @ REMOVE EXISTING CONFLICTING STRIPING AND MARKINGS BY GRINDING. s INSTALL PAVEMENT MARKING OR LEGEND INDICATED (THERMOPLASTIC). --------- -I -~ -... . W3 3 ,. '-. --- 3 EXIST. W3-1 -4 W3-3 - 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 (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND THE CAL TRANS STANDARD SPECIFICIATIONS (JULY 2002 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 SHAUL 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 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 PROMPTIL 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 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 TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 15. 'M-IEN 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 Tl~E 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. • B' 12' ~ 12' • nwmi.s ...... '\.. -ru■ I ""' ,. 8' ""' . .f)-. 10' 12' ------12' 40 0 40 80 ---- 1 ":;:::40• GRAPHIC SCALE - ~ ,...-w■ " --• -... LP ... !!I .. oil' ,, ~' ~ I ~ I I I I I 20· 20' ----J(I "SIGNAL AHEAD" pM}-·-==1,mt:: --rm I I z 0 "D Ol ?u a. ;,.; z Cl EXIST. (R26D /R81 CA) 4 W3-3 -" - EXIST. (R2BD/ R61 CA) -3 EXIST. W3-1 -,,------:_t"SIGNAL AHEAD" '1 -..:1. I -4 W3-3 8' --- 12' 12' 1 O' g' 12' 12' R' -- ·-· STOP R1-1 (R1 CA) [!l] R4-7 (R7 CA) W3-1 (W17 CA) -- SIGN LEGEND: MUTCD DESIGNATION (CAL TRANS DESIGNATION) ! All.WAY I R1-4 (R1-4 CA) I None (R26D/R81 CA) W3-3 (W41 CA) JjQJ PAflKING HERETO CIIRNB! None (R26B CA) LA EN None (W75 CA) - JjQJ PAAKING !Iii TIIE None (R26 CA) None (W11 CA) "AS BUILT• i~,., Jv;,,,. SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN EXP. '-/rt>/t>P -----.,, 'DA TE l---.,f------t-------------+---+---+---+----I I SH3EET I CITY OF CARLSBAD 137 ENGINEERING DEPARMENT ~ ::======--=================='--'==~ SIGNING & STRIPING PLAN FOR: POINSETTIA LANE AND BLACK RAIL ROAD EXP. 3/31/08 ~ 'D ,;, C DWN BY: JTK PROJECT NO. DRAWING NO. ~ J~ ~KDB~ m DA 1£ INITIAL DA 1£ INI flAL DA 1£ INITIAL FIELD BY: 3939-1 424•4 d, ,_ ___________________________________________________________________________________________ ....,_E;;.;N.;;;GIN,;.;E;;;;ER.;..;.;OF_W,;.;D;;.;R;.;.iK.__ ____ R_E_v_1s_10_N_D_E_s_cR_I_P_T1_0 _N ____ __.....;O.;.TI,;,;;l[;,;_R.;,;AP...;,P,;,,;RO;;,;V....;AL:....a......;C;,;_ITY.;..;.;AP.;.P.;.;.RO;;,,;V;.;;AL:.....,, ____________________ ......J~ 7