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HomeMy WebLinkAboutDWG 424-3; 3935; TRAFFIC SIGNAL - PASEO DEL NORTE / CAR COUNTRY DR; 01-03L CITY OF CARLSBAD TRAFFIC SIGNAL PLAN FOR PASEO DEL NORTE AND CAR COUNTRY DRIVE CITY or OCEANSIDE ~ ~ \\ PACIFIC OCEAN PROJECT LOCATION HIGHWAY 78 1 \ VIL! AGE .p G~'vdp ~l'-R/o,Ck ,, r.117 --' -t-1.'"1- 't -<!,, \ _., ' fl CAIi: COUNTri:Y ORI\/£ CITY OF ENCINITAS I,_ L. ~ITY OF VISTA ALG.4 AVf ROAD I u' - sT ~ ~ 0 0 " ,. -i{ L\. -' CITY OF SAN MARCOS 4' ~ ~ ~ ,J I NOT TO SCALE VICINITY MAP PROJECT NO. 3935-1 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. FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION OR LATEST REVISION). 6. 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 APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON TI·IIS 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 LE.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 COVIERS SHALL BE PROVIDED FOR ALL STANDARDS. 9. SIGN PANELS FOR INTERNALLY ILLUMINATIED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC, CUBE CORNER REFLECTIVE SHEETING (DIAMOND GRADE OR EQUAL) AND SHALL NOT BE MORE THAN 6' WIDE. 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 PAVIEMENT MARKINGS BY GRINDING. INDEX OF SHEETS: NO. DESCRIPTION 1. 2. 3. TITLE SHEET TRAFFIC SIGNAL PLAN SIGNING AND STRIPING PLAN 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 IN WRITING. 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 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 APPROPRIATIE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 17. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. 16. 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 TI-IE PROPERTY OF THE CONTRACTOR. 22. LU MIN AIRES AND INTERNALLY ILLUMINA TIED 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 , H 3" 3" 3• 3" 3" 3" 2-3 ' 2-3' OR A OR ill ill & & & & In & CABLE TYPE s CIRCUIT E N0.14 CABLE POLE -A - ----1/1 1/1 1/1 C POLE - B - --2/1 2/1 -2/1 2/1 0 3 C POLE - C 1/2 1/2 1/2 - -1/2 1/2 1/2 N 0 D N POLE -D -0/1 0/1 --0/1 0/1 0/1 u D C 12 u T C 0 T R 0 R TOTAL CABLES -3 CON/12 CON 1/2 1/3 1 /3 2/1 2/1 2/4 4/5 4/5 f10 IISNS 2 2 2 --- - - IF8 LUMINAIRES 2 2 2 2 2 2 - - #6 SIGNAL -----2 2 2 TOTAL 4 4 4 2 2 4 2 2 z VIDEO POLE -A -- ---1 /1 1 /1 1 /1 0 F COAX POLE -B --- - - --- 0 (BELDEN 1/1 1/1 1 /1 1 /1 1 /1 1 /1 ~ POLE - C -- w 8261) POLE -D -1/1 1 /1 --1 /1 1 /1 1 /1 0 VIDEO 0 POWER -. w D (31F16) 1 /1 2/2 2/2 373 3/3 3/3 > TOTAL VIDEO -- f2 EVA -----1 1 1 f4 EVB ----- --- 11>1+11>6 EVC -- ---1 1 1 DLCM 11>8 EVD -1 1 --1 1 1 -~ TOTAL DLC 3 3 3 SIC 6 PAIR ~20 1 1 TOTAL CONDUCTORS I CABLES 10 14 14 5 5 19 21 21 NOTE: 1. ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE SPECIFIED. 2. SIC -SIGNAL INTERCONNECT CABLE "AS BUil T" P.E.~ .. EXP. REVIEWED BY: INSPECTOR I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARMENT TRAFFIC SIGNAL PLAN FOR: PASEO DEL NORTE AND CAR COUNTRY DRIVE DA TIE DATE I sH!Ts I APPROVIED M 1,1 :r:~$"'"' .k t.l-a..+lo• DEPUTY CITY EINEER RdJI: 2B515 EXP. 3/31/06 DATE ~ • u OWN BY: JTK PROJECT NO. DRAWING NO. f CHKD BY: u DATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 3935•1 424•3 J, L-------------------------------------------------------------------------------------------------lE~N~o~,N~EE~R1o~F~w~o~RK:l... ____ _:_:R:E~Vl:S~IO~N:._:D:E:SC:R~l~P~Tl:O~N-----l2o~m~E~R~•~PP~R~ov~A~L_l.2c1~TY~A~P!P~Ro~v~ALc...l..::::======:..'.:======::...:::======~~ - PHASE DIAGRAM ¢1 ¢2 ¢3 ¢4 __/ <1---i> NOT NOT ¢5 USED USED ¢6 ¢7 ~ ¢8 i NOT v USED PED ONLY PHASE SEQUENCE 11 +6 H 2+6 H 7 H 8 1 SEQUENCE WITH CALLS ON ALL PHASES (¢7 IS EXCLUSIVE PED PHASE) 11 SDG&E VAULT #Jo09 /6 7176 f-- 1--- LEGEND: r----36 _______ -t-----------'3'--'6'-----t 26' 26' : : :<1? I I lo- I : I :~ 20' 1f 11 a,,_ 11 I I~ ELEW I I IN [/JI PB I N I~ (.!) I w 1Rg------[ Ii 'b I :'; I, PB I 1 '-1p ';1 I ::0 I ' ~ 1-u I ' c:i rJnt;;J Q ~ a! I '-, ~ 1·1 w ~: I 'rtJ z EXIST (R32 CA) I I [IJ I'- "PARKING" SIGN --1. ~ ;:j t ' '- 11 ,L&j~1,w ~{~Cf }e '•,'+~ c /j\l~ #6 11 1:1 : """'~~~ '!' I I I v,I 18"RCP "' _', ---@ c=::: I=: l:c:: I = ti r---= I = ~ ~ EXIST. LITE~ -7 -I I 11 I ~ STREET NAME SIGN I I II I I FH FD 2" IP PER .... -I ---< VIDEO DETECTION ZONE VIDEO DETECTION CAMERA MASTARM MOUNTED SIGN E.V.P.E. DETECTOR PASEO DEL 20· u is u I GRASS DETAIL A: SIGNAL POLE LOCATION N.T.S. LOC. MAST ARM MAST ARM 1----~ SIG. LUM. POLE SCHEDULE TRAFFIC SIGNALS PED SIGNALS PPB MOUNTING INDICATIONS MOUNTING PHASE QUAD PHASE MAS 3-12" (R, Y,G) - LUMINAIRE PLACEMENT A B C 0 19-3-129 30' 12' SV-2-TB 3-12" (R, Y,G) SP-1-T 2P E 2P 250W HPS 16' -3' TYPE 15 12' © 26-4-129 45' 12· ' ® 17-3-129 20' 12' NOTES: SV-2-TB MAS MAS SV-2-TB MAS SV-1-T 3-12" (R, Y,G) 3-12" (RA,YA,GA) 3-12" (R, Y,G) 3-12" (RA.YA.GA) 3-12" (R, Y,G) 3-12" (R, Y,G) 3-12" (R, Y,G) . 3-12" (R,Y,G) 3-12" (R,Y,G) 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE SPECIFIED. 2P E 2P SP-2-T c----t---+-----i 250W HPS 7P N 7P SP-1-T 7P N 7P 250W HPS 250W HPS 2. CONTRACTOR SHALL POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MASTARMS. -16' 3' SEE PLAN SEE PLAN 7' 7' 3, IISNS PANEL FACING WESTBOUND TRAFFIC SHALL HAVE STREET NAME. PANEL FACING EASTBOUND SHALL BE BLANK. 185' TO X-WALK EXIST. 10' GENERAL UTILITY, 1.1.S.N.S. "Car Country Dr" "Car Country Dr" "Poseo Del Norte" (SEE NOTE 3 BELOW) I IRG\ 3 CURB EXl"JT. 10' GENERAL UTILITY, 2"C 2""6 (SIGNAL' AC ~ I '--.i..:.........i , \ f --"" -' s1cN fLAG 1 ~111, r · ,.. - -\ \ 1 f□\.8 Ex1sT. R2-1 csoi "sPErn uM1r s1cN. sc~p, _j --SIDEWALK AND LANDSCAPE EASEMENT 2#8 (LUMINAIRESJ \ i POLE~ LITE 'ff; L~~ I I I I : \\ ~ (R26 CA) "NO PARKING" SIGN i 2#10 (IISNS) ,.._ __ ~--~.JI-illL PB IA' L......I --I -.., '111"'---& IRBIB CA' "END" PLATE MOWSTRIP _[ -SIDEWALK AND LANDSCAPE EASEMENT -----------~----;::--L--i!i,l='l"',"1 / ITE _J CONG [c:,"'-'rj DRIVEWAY \ Dl~BG,., -~◊-L-IT-E ~-~GR-A-SS_.,_.\_u_TE_Q-__ .,. -- -n 1,,) l;;,J / I ,. /02P -f f~ 02~ < -..~ ~:--_l-J_)~ -L--=C - --r -- R/W lk -----/-·..=:....::==:...:-:.-.,-...l.. --~ ---~--I 02 I :~ I-_.;:;,, -~~t·;,,;;"'~~)*~-0 ~ 2 i~~;i~~i~~~~;~~~-~~;-~--~~;;;;;;;;;i;;;;;f-CO~N~C=~WfA¥LK~=~==~~;~:.::;;~~;;;:=::.:::::::::::::::::::::::::::;~~~~J~~:'.:R:'.:/W+ GRASS OJ rn [I] [[] [fil IT] I]] []] [§] 195' TO CURB__,, LIP_,/ g -;f; 11 :~_f:i2l 02 & ~: :.: 1, ---Y-+ __ -• -,-•--;c ___ _ __ T ___ ___ -~•-CONG WALK 1 -5-➔' -t-•1-5__,' -t--;':'B Cc:':R'c-'_,.__,_ , 1'..=l ~·· ¢ 1 "7P \ ~ _ ~7 ¢ 2 (BIKE) -; · I 22' MAi~tm\t ~i~ -'67:~:~: : : c:'====J-~ ~ CURB_/ UP-/ I • -~ I I /\,,__~ ' '1 ¢2 I I I ----7 :-02 12"ACPWATER 12' /3\ ----~~ I -w I -w-----w---w-----w-----w-----w-----w-----w-------w-----w-----w-----w--,--w,--1----•-e---W--f"---w-L--~w-' , ____ _J - VARIES 12' -~- r7 I I ¢2 (/) I • w • a:: I I <( > L.J WI/ I ---:c-t======~~=========,-,,=,========================~================ 14"PALM~. EXIST. R4-7 "KEEP RIGHT" -----=--------,. ----,-~------, I ._ '~; ~-=--------,, _ _ --s-----s--==--~cc<5-@l¼"-'R~IE=S-~S,-------:,--'----•o------:----s------+-+-~ & OM1 3 MARKER ~;:::::::--::ft N 22·29•22" W 10· ¢1 rL ______ ' I 7 r I 'T~D WELL MON PER // ¢1 ~ , , ---~----== =----~---------_-.sl~ VCP SEWIJ!s --- =---""""-<'========--------------++..;;-""--+.l.f:' MAP NO. 13078 I Rl3-2 6 L----+--------s--=='°:c=;;~=~~~,c£:-•=======5c'~':::'.':::::::':;:c",:;,:::::,,==~===================-============== -s------s----s-- --r1·vcPSEWERS--- --s--- --s-@----s-----s--12·--s-----s-.. . s~ lq ~:~.J --s-----s-~ - ---¢6 -,-4's-----H------., 06 I I 06· lrt--e,-:-r·i 2 ~R3-4 .2) 12' ~ R/W DRIVEWAY V CJ _1:__ _____ _ L.J 22· -i..:.--~1.J.J 08 08 12" ACP WATER w '/\ w ,---up CURB---.._ I I I T ' I·. I VARIES -,,,= i:w-w ,,--ml!!I --w ---, I • • I I "'I I fgl ' -01 "(¢7P I I ¢6 :li~/====C"'O~NC~=W""'A'--LK_~ I I ------~ J -1'!1111 - - 8"TR E UTE¥ 6"TREE · WI ~ >:..:I-= {iJ:i X .;!.._ iiAUL T-fXIST BUS STOP SIGN ' RISER · - (/) w "' <( > ;,, "' ;,, ..,. • ccfit WALK .-LJ V-DRIVEWAY I/ -DRlvEWAYv1 ~-A'-=-+-.. ~~..__._ ---_ _ l __ -_? \ 'ITE.. _ --__ ----,,.. (2) 2"PVC J~) 4"pvc --~------R-/""w--+-0 "" 7 o PB• , GV '' ~'I vi ~ ~ - --c:J' - -ns RISER Ji""='--1--~~-aa:x:_:""""'""""==="""'~M \ -. ~" "-2"P'~ - - --\.::IELt 't_27.?'PIPl. 'i 1-· CAB~NET ~ -- -~ © 7£LE - - - - - - - - - -&\R26cil) "'ffiTPARKING'sfGlr-- - -T-- - - - - - - - - - - - - - 185' TO CURB EP~ FENCE MH FENCE I fn\ PB \.__EXIST. 10' GENERAL UTILITY, \ 3"C, SIC TO SIGNAL CONTROLLER ON LIMIT LINE EXIST. 10' GENERAL UTILITY, 3' ~IGH 2 I ! I ~ S ¢8 1 SIDEWALK AND LANDSCAPE NORTHWEST CORNER OF PASEO DEL CONSTRUCTION NOTES: SIDEWALK AND LANDSCAPE ~~ I ~ EASEMENT NORTE AND CARLSBAD COMPANY EASEMENT . , STORES (APPROX. 1180' (i_ TO (i_ ) 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. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST COMPANY LOCK CORE AND LOCK. CONTRACTOR SHALL 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 (NEW SDG&E TRANSFORMER APPROX. 15' NORTH OF PROPOSED SERVICE CABINET) 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 RELOCATE EXISTING SIGNS TO NEW TELESPAR POST AS SHOWN ON SHEET 3. POLE AND FIXTURE TO BECOME THE PROPERTY OF THE CONTRACTOR. REMOVE EXISTING SIDEWALK, CURB AND GUTTER AND INSTALL TYPE "8-1" CURB RAMP PER SAN DIEGO REGIONAL STANDARD DRAWING G-28 AND DETAIL "D", THIS SHEET. [TI] APPROACHING VEHICLES EP___., 27' i 42' EVPE DETECTOR R3-4 (R34 CA) 30" 30" R3-18 (R34-2 CA) 30" [fil DETAIL C: MASTARM MOUNTED SIGNS N.T.S. 36" 36" 5.5' 4.5' (R73-2 CA) 4,6' 4' 4.6' PROPOSED SIGNAL__) POLE "C" EXIST. TOP OF CURB EXIST. SIDEWALK I]] DETAIL D: TYPE 8-1 CURB RAMP N.T.S. DETECTOR SCHEDULE ETECTOI PHASE SLOT FIELD NUMBER NUMBER TERMINAL PPB 2P 112L T8-4 & COM 6 PPB 7P 112L T8-5 & COM 6 EVA 2 J12U T9-4 & COM 6 ~-- EVC 1+6 J12L T9-5 & COM 6 EVD B J13L T9-B & COM 9 FLASH -114U T8-10 & COM 12 "AS BUil T'' [[] DETAIL B: MAST ARM STAINLESS STEEL BAND SEE SHEET 3 FOR SIGNING AND STRIPING DATE P.E. ___ _ EXP. ___ _ EVPE DETECTOR MOUNTING N.T.S. 20 o ___ ___;:20 40 1" = 20' GRAPHIC SCALE NEW TRANSFORMER INSTALLATION: CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAR ROUTE, TRENCH, BACKFILL, CONDUIT, PAVEMENT AND LANDSCAPE REPAIR, AND CONCRETE PAD UPON WHICH TRANSFORMER WILL SIT, INCLUDING THE PRIMARY . it/ (ft0 6667 30/07 REVIEWED BY: INSPECTOR DATE t---t----------fj-----------------t-------t---t---;-----i I SH2EET I CITY OF CARLSBAD 137 ,, ENGINEERING DEPARMENT ~ ~===--=====================-==~ TRAFFIC SIGNAL PLAN FOR: PASEO DEL NORTE AND CAR COUNTRY DRIVE INSTALL TYPE I PEDESTRIAN BARRICADE WITH TWO R49 "USE CROSSWALK" SIGNS PER CAL TRANS STANDARD PLAN ES-7P. INSTALL 4" PCC SIDEWALK TO PROVIDE MINIMUM CLEARANCE OF 48" AROUND THE PROPOSED SIGNAL POLE "A" PER ADA REQUIREMENTS. AND SECONDARY CONDUIT FROM SDG&E VAULT #3509767176 TO THE TRANSFORMER PAD, PER SDG&E REQUIREMENTS. SDG&E SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE TRANSFORMER. CONTRACTOR SHALL COORDINATE NEW TRANSFORMER INSTALLATION WITH SDG&E PRIOR TO CONSTRUCTION. 1121 INSTALL DUAL-CHANNEL EMERGENCY VEHICLE PRE-EMPTION (EVPE) DETECTOR UNIT (3M OPTICOM MODEL 722 OR APPROVED EQUAL). SEE DETAIL 8, THIS SHEET. I\. (., l~'f-,bS " DA ~ EXP. 3 31/06 0 OWN BY: JTK PROJECT NO. §, G NO. CHKD BY: iii DATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 3935-1 424•3 ~ L--------------------------------------------------------------------------------------------~E,!:!!NG~IN~EE~R~O;!F..!W!;:D!:!RK:L _____ R.::E:.:V.::IS:.:IO:.:N.:..:D.:E:.SC:.:R.::.IP:.:T.::IO:.:N.:_ ____ .1.20~TH~ER~AP:;,:P~RO~V~ALc.LJ:C!llTY~AP!P~RO~V~AL;;..J..'.::=====:::::..:::=====:::::..:::=====:::::J :1; ·- SIGNING NOTES: QJ INSTALL NEW SIGN ON NEW TELESPAR POST AS SHOWN. REMOVE EXISTING (R32 CA) SIGN. INSTALL NEW (R26 CA) SIGN ON EXISTING TELESPAR POST. 0 REMOVE EXISTING SIGN(S) AS SHOWN. REMOVE R1-1 SIGN AFTER TRAFFIC SIGNAL IS OPERATIONAL. EXISTING TELESPAR POST WITH DOUBLE STREET NAME SIGN TO TO REMAIN IN PLACE. RELOCATE EXISTING SIGN TO NEW TELESPAR POST AS SHOWN. 0 RELOCATE EXISTING SIGN AND POST TO NEW LOCATION AS SHOWN. STRIPING NOTES: @ PAINT PER CALTRANS DETAIL XX. ~ INSTALL 12" WHITE CROSSWALK, 10' INSIDE DIMENSION (THERMOPLASTIC). @ INSTALL 12" WHITE LIMIT LINE (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 FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFONRIA SUPPLEMENT AND THE CALTRANS STANDARD SPECIFICIATIONS (JULY 2002 OR LATEST REVSION), 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 CALTRANS 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 FHWA MUTCD 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE FHWA MUTCD 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED. 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 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. SIGN LEGEND: STOP R1-1 (R1 CA) NO PAIOONG IIIY 11ME N/A (R26 CA) I BEGIN I N/A (R81A CA) MUTCD DESIGNATION (CAL TRANS DESIGNATION) SPEED LIMIT 35 R2-1 (R2 CA) ~o PARKING l£IIE10 CORtEII N/A (R26B CA) END N/A (R81B CA) ~ W3-3 (W41 CA) llJ llllR PARKING 8A.~."' 6P.~ N/A (R32 CA) ® 0~ B!KE LANE N/A (R26D /R81 CA) PASEO DEL NORTE --- "SIGNAL AHEAD" PM I ,25• TO--- \ifM1T LINE Ult MER l) 22· 12· 10' 12· 22' \' tXIST. STRIPING TO REMAIN ~ ~ ::i... ~ § GR C, W3-3 c.:i ~ ~ (R26B CA)[D I L ' L:J ' I I I I I I I I I I/ I If I I ; I I I 1: I I I I '~ I I I I I I I I ' 20' 12' 20· i ~ ~ ~ i I ~ I 25' 1 1 (R26 CA) (R26 CA) & (R81A CA) 0 c.,w zI -v, "'w Ct'. Ct'. r-~ (J) w Ct'. >-w (/) [D X WO ~ R2-1 (35) (R26 CA) & (R81B CA) ---- VAR. 12· 350' TO J W3-J ~===============V~A;;,R;;,·===========a:=i==f===i,,e====##====== CONC WIil)( PM "BIKE LANE" & ARROW 6 (R26D /R81 CA) & (R81A CA) 12· 4' VAR. EXIST. STRIPING TO REMAIN "AS BUil T" SEE SHEET 2 FOR TRAFFIC SIGNAL PLAN P.E. ___ _ EXP. ___ _ DATE 40 0 40 80 GRAPHIC SCALE otEss, -.,<::i'(.~ T .. ":°/+' ~~ Exp. 6/30/07 C/y\\, REVIEWED BY: INSPECTOR DATE t----,f------j--------------+---+---+---+----I I SH3EET I CITY OF CARLSBAD ~ ENGINEERING DEPARMENT ~ ~==::'..~=====================::'....'::::=~ SIGNING & STRIPING PLAN FOR: PASEO DEL NORTE AND CAR COUNTRY DRIVE OVED "' • ~ ,;. C ·o. DWN BY: JTK PROJECT NO. DRAWING NO. :S CHKD BY: "' DATE INITIAL DATE INITIAL DATE INITIAL FIELD BY: 3935•1 424-3 ,i; L _________________________________________________________________________________________________ ...l!E~N~Gl~NE~E~R~O~F!W~OR~KL ____ _:_:R:EV~l=S~IO~N:_:D:ES:C:R:l~PT~l=O~N-----l.20~TH~ER~A~PP~R£0V~A~LLC~IT~Y~A~P~PR~O~VA~Lc..!..'.::======:'...:======::::'...=======J~ ·~