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HomeMy WebLinkAboutDWG 459-4; STS 09-01; TRAFFIC SIGNAL MODIFICATION CARLSBAD BL & TAMARACK; 01-02. Ji ),,. .· ' . ·:,.., J' rl ~-.~ 800-22 7-2600 Call 2 Full Working Days In Advance TRAFFIC SIGNAL MOD/FICA TJON PLAN FOR CARLSBAD BOULEVARD AND TAMARACK AVENUE GENERAL NOTES -TRAFFIC SIGNAL: 1. lHE LOCAllON OF ALL UNDERGROUND UllLillES ON lHESE PLANS IS APPROXIMATE. lHE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UllLlllES. INCLUDING lHOSE NOT SHOWN ON THIS PLAN AND VERIFY ALL JOB SITE CONDlllONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOllFY ALL UllLITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHER'MSE SHOWN. 4. PULL BOX COVERS SHALL BE MARKED 'MTH "TRAmc SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OlHER'MSE SPECIFlED. MAXIMUM PULL BOX SPACING SHALL BE 200'. 5. ALL CONDUIT SHALL BE 3• UNLESS OlHER'MSE SPECIFlED. ALL TRAmc SIGNAL POLE FOUND A llONS SHALL HAVE A 3• CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDAllON SHALL HAVE A SPARE 3• CONDUIT AND PULL ROPE STUBBED OUT TO lHE ADJACENT NO. 6 PULL BOX FOR FIJTIJRE USE. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER 'MTH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN INDICAllONS SHALL BE LE.D. 7. PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE INTERN A llONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE • A", LE.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2• ADA, PRESSURE SENSITIVE AND THEFT RESISTANT. 8. THE CONTRACTOR SHAILL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAmC SIGNAL TIJRN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENT A llVE. 9. FLASHING SIGNAL OPERA llON SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTIJRBED OR DESTROYED BY CONSTRUCllON. SUCH POINTS SHALL BE REFERENCED AND REPLACED 'MTH APPROPRIATE MONUMENTAllON BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHAILL BE FlLED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 11. TESllNG OR CONTROL EQUIPMENT AND CABINET 'MRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNED BY THE CITY OF CARSLBAD. THE CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT. 12. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE lHE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERAllON. 13. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 14. CONTRACTOR SHAILL REMOVE AND REPLACE EXISllNG LANDSCAPING AND IRRIGATION SYSTEM AS NECESSARY. 15. ALL NEW LOOP DETECTORS SHALL BE TYPE 'E". LOOP DETECTORS SHALL BE 6' DIAMETER 'MTH 10' SPACING AND POSlllONED IN THE CENTER OF LANE UNLESS OTHER'MSE SHOWN, PROJECT NO. STS 09-01 • • • • • CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR MA TT HALL -MAYOR PRO TEM ANN KULCHIN -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER JULIANNE NYGAARD -COUNCIL MEMBER RAYMOND R. PATCHETT CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR CONSULTANT: PLANNING ■ DESIGN ■ CONSTRUCTION 5050 AVENlDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 CONSUL Tl NG 760A76.9193 ■ FAX 760.476.9198 ■ www.RBF.com WORK TO BE DONE: THE IMPROVEMENTS CONSIST OF THE FOILLO'MNG WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTAllON STANDARD SPECIFlCAllONS (MAY 2006). 3. CALIFORNIA DEPARTMENT OF TRANSPORTAllON STANDARD PLANS (MAY 2006). 4. CALIFORNIA MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA). 5. STANDARD SPEC!FlCAllONS FOR PUBLIC WORKS CONSTRUCllON (2006 EDlllON). 6. SAN DIEGO AREA REGIONAL STANDARD DRA'MNGS (2006 EDlllON). PROJECT-"""'"- LOCATION ' SHEET INDEX SHEET NO 1 VICINITY MAP NOT TO SCALE DESCRIPTION TITLE SHEET " ,'/1 r, 1/7 . -,, ' ,y ...... --- ..-- 2 SHEET REE, T-1 TS-1 TRAFFIC SIGNAL MODIFICATION PLAN ~VIEWED BY: ... iJflmt.. .'-,,,1 ;,"'· INSPlCTOR -,_., ~ .0-,') DATE. T-1 J-----+-+------------1------l-----l------l------l ~ CITY OF CARLSBAD I SH2EETS [ Ll_J ENGINEERING DEPARTMENT TRAFFIC SIGNAL MODIFICATION AT CARLSBAD BLVD. AND TAMARACK AVE. TITLE SHEET APPROVED~ :J<.J,.,.,_t ::r:. ~·-fs· , / II / 0 €, CITY ENGINEER PE h/5 EXPIRES J/J///ODATE ENGINEER OF WO~: fl • 4-i . ~ ~ DATE ~10,Jof l--:c-DA:-=TE:c--J-:l:-cNlllc=:-AccL+----------------i-DA-TE-+-I-NI-TI-AL--1--D-ATE--I-IN-lll-AL--l L. SCOTT8SENHART R.C.E # 68233 REVISION DESCRIPTION DWN BY: __ _ CHKD BY: __ _ PROJECT NO. DRAWING NO. ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: STS 09-01 DWG459-4. E 0 <D N CD co 0 '-..., '-en f- °' <( :r: z w <J) w <J) ('] 3' 0 0 0 ' (/] f- ' N ,"] en / ..J <( z 0 iii / > ..J 0 / 0 3' V> CL ~ ~ (/] z (1) G') <( (1) °' f-r+ / 1--' .i,:. 0 0 0 u, <( u ...... \.D / I',.) I N .i,:. n ,~ 0 0 en en / <( f- <( 0 0. / I 11 CONDUCTOR SCHEDULE AWG CIRCUIT POLE A 3 csc POLE B Y, 1/, 1/, POLE C 12 csc POLED Y, Y'.'. Y, POLEE TOTAL 3 CSC/12 CSC • #12 IISNS #10 LUMINAIRE DLC TYPE B ¢1 ¢2 ¢4 ¢6 ¢2 BIKE ¢6 BIKE TOTAL 2 2 2 2 2 2 2 2 4 4 4 2 2 2 2 4 4 4 2 14 • VIDEO 2+5 1 1 CAMERA 4 1 1 1 COMBINATION 1----+-------1--1---1-+--1--l COAX CABLE i---1 +_6_+-------1-1 +--1 +--1-1 +--1 -l AND POWER 3 TOT AL VIDEO CABLES EVP DETECTOR CABLE NUMBER CONDUIT SIZE SIZE CSC = CONDUCTOR SIGNAL CABLE II REMOVE EXISTING CONDUCTORS IN ALL RUNS AND INTO THE CONTROLLER. ABANDON EXISTING CONDUIT EXCEPT FOR STUB OUTS. INSTALL NEW CONDUCTORS AND NEW CONDUIT AS SHOWN IN THE CONDUCTOR SCHEDULE. A INSTALL NEW CONDUCTORS FOR FUTURE EQUIPMENT IN EACH ADJACENT SIGNAL POL£ PULL BOX. CONTRACTOR TO LEAVE APPROPRIATE SLACK. IMPORTANT NOTICE SECTION 4216-4217 OF THE GOVERNMENT COOE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID FOR YOUR DIG ALERT ID NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-B00-227-2600 TWO WORKING DAYS BEFORE YOU DIG. NOTE: , I t 'l. 2 3" CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION AND TO PROTECT ALL FACILITIES DURING CONSTRUCTION. 4-4 4 4 2 2 SINGLE INPUT EMERGENCY VEHICLE ----F=1==✓ PREEMPTION DETECTOR 1 1/2" TO 3/4" 1-1 REDUCER ---1- ◊ t:fl 0 3M OPTICOM MODEL 711 PELCO AB-0155-L OR AB-0132-L EMERGENCY VEHICLE PREEMPTION DETECTOR MOUNTING DETAIL DETAIL "B" TRAFFIC SIGNAL CONSTRUCTION NOTES [jJ REMOVE AND SALVAGE EXISTING CONTROLLER. REMOVE EXISTING FOUNDATION ANJ BACKFILL WITH CLASS II AGGREGATE BASE. PATCH HOLE WITH AC PAVING. REMOVE AND SALVAGE EXISTING UPS AUXILIARY BATTERY CABINET. (I] FURNISH AND INSTALL NEW TYPE 170E CONTROLLER IN NEW MODEL 332 ALUMINUM 01 _) 05 .. PHASE DIAGRAM 02 ------ 06 f NOT USED 07 ; I 04 NOT USED 08 TAMARACK AVE. Is·: 12· I ,. r VARIES \ \ \ \ \ \ I \ \ \ \ \ r, I i 04 \ ' I I I I t 1--~---~-S_T_A_N~D~AR_D ___ ~-----1 LUMINAIRE No TYPE HEIGHT SIG. M.A. LUM. M.A. CO-LPS A XIX 30' 30' 15' 400W B XVII 28.5' 20· 15' 400W C XIX 30' 30' 15' 400W D XVII 28.5' 20· 15' 400W E PPB POST 3•-10" e ALL EQUIPMENT EXISTING UNLESS NOTED: ( ♦) -NEW 12· 12' . .. . . SCHEDULE SIGNAL MOUNT! NG POLE PLACEMENT VEH MA PED EXISTING SV-2-TA 2-MAS EXISTING SV-3-TA 1-MAS SP-1-T EXISTING SV-2-TA 2-MAS SP-2-T EXISTING SV-2-TA 1-MAS SP-1-T EXISTING I I I ' ♦ PED PUSH BUTTON PHASE POLE QUAD 4 E 4/6 E/S 6 s \ SINGLE FACE REFLECTOR I ZED Tamarack Ave. Car I sbad Blvd. Tamarack Ave. Car I sbad Blvd. E 0 ro N ro ro 0 ....... ...., ....... m f--rc <( I L '" U) w U) BEACH PARKING RAMP CABINET INCLUDING NECESSARY COMPONENTS AND ACCESSORIES TO PROVIDE THE G PHASING AND OPERATION SHOWN ON THIS PLAN. THE CONTROLLER UNIT SHALL BE ~ EQUIPPED WITH THE FOLLOWING: "AS BUil T" ~ • TYPE 200SA LOCAL INTERSECTION PROGRAM SOFTWARE 6 : ~g~~ 1ci~c M6ii~~ MODULE WITH 27256 EPROM PROGRAMMING CHIP Sc4,:0 _g _ ~ £ ,, •. P-,.aJ C.-10 _ o'? 0 • TWO MOOEL 752 DUAL PRIORITY DISCRIMINATOR CARDS 1 \,0 • n_E_'c.i..i'2.~3 EXP. "1-~0 -ti-J DATE j, • EDI 2010EQ CONFLICT MONITOR UNIT ' n • GPS TIME SOURCE '.;;- THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE EXISTING UPS POWER -~EVIEWrn BY: <i_ INVERTER SHALL BE RELOCATED FROM THE EXISTING CONTROLLER ANO SHALL BE \ ~ I/)~• •'-"• f ,~ 1-/5-09 i'§ RACK-MOUNTED WITHIN THE MODEL 332 CABINET. BATTERIES FOR THE UPS SHALL INSPECTOR DATE m BE RELOCATED FROM THE EXISTING CONTROLLER AND HOUSED IN A NEMA 3R RATED / CABINET MOUNTED TO THE SIDE OF THE MODEL 332 CABINET PER CALTRANS TS-1 ~ SPECIFICATIONS. BATTERY CABINET DOOR SHALL BE EQUIPPED WITH A BEST 2D . 1 O 2.0 4.0 60 f DIG L\' -~-RT COMPANY LOCK CORE AND LOCK. I ' SCALE: 1"=20' I l---+---+---------------1---+---t---l--l~ crrNrNE9!NG ~b~~~N~AD I SH2TS I :f--~ J-2. . [I] REMOVE EXISTING PULLBOX AND INSTALL NEW PULLBOX #6. L_Z_j ::;: TRAFFIC SIGNAL MOO/FICA TION AT CARLSBAD BL VO. ANO TAMARACK AVE. ••·•••••• JJ:..~ . ~ F R IS D I ST ( ) P ( CONSULTANT / vv<-,,,,..,,,.1..,_ . .,_, /J ,..,~','" -. 1...!..1 U N H AN N ALL ONE 1 0 TICOM MODEL NO. 722 OR CITY-APPROVED : 9 ,,. !I,,.\\ EQUAL) DUAL-CHANNEL EMERGENCY VEHICLE PRE-EMPTION DETECTOR ASSEMBLY ,i~t[SSJo,,, PLANNING ■ DESIGN ■ CONSTRUCTION TRAFFIC SIGNAL MODIFICATION PLAN ~ .;;,-, ,, (INCLUDING MOUNTING HARDWARE AND CABLE) WITH NEW PROCESSOR CARD. :~¾~S.£[~~ ~OtJI!,. ~ ~7 w E.V.P.E. SHALL BE MOUNTED 0-J MAST ARM USING ASTRO BRACKET WITH THREADED ;;;if~ -~-;;. ~ ,. \ lt1 NIPPLE AND LOCK WASHERS. SEE DETAIL 'B' THIS SHEET. ;;; ;!!; ~7 ■ 5050AVENIDAENCINAS,SUITE260 AAPPROVED~ • ~ ,~ ~ No• 68233 ~ CARLSBAD, CALIFORNIA 92008 · i':") ~ -1' • 8 ♦-[[) REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON ASSEMBLY. FURNISH AND -!<~Exp. oo-:io-oo * CONSULTING 760-476-9193 " FAX 760-4769198 "www.RBF.com ' '--r: ' .,,,.,_,r. 1 l II Io 9, :g ·•-, INSTALL NEW A.D.A. COMPLIANT PEDESTRIAN PUSH BUTTON ASSEMBLY AND SIGN ON ~~CJV\\. r,,$ ENGINEE~ 0'. 1WORK:n J_ CITY ENGINEER\) PE 5/is15 EXPIRES J/JI/IODATE / 800-227-2600 EXISTING POLE PER CITY OF CARLSBAD SPECIFICATIONS. ~, or C~l.\~11 {. ~ tvi .. ~&J' DATE:"°'/"~,.~ i----,D;;-;Ac;;TEcc-t-::,N-;;clll;;-;A-;--L-t-----------------+-D:-A-=-TE-f--1-NIT-IA-L-+---DA_T_E-+-,N,-ll-AL-l DWN BY: ---PROJECT NO. DRAv.1NG NO. 0~ L. SCOTT EIStNHART R.C.E # 68233 REVISION DESCRIPTION CHKD BY: --STS 09 01 DWG 459-4 L:;;c;;;a::,11 ;,2 ,:Fu:;:11~w:o;r~kin;::g~Da;;;vs:,;:1n~A:d;;:v;;a:n~c:,e _______________________________________________________ ...J~-------------------~E~NG~IN~E;ER~O~F-W~O~RKJ. ______________ _J~D~TH~ER~AP;P;RO~VA;L.b~C~IT~Y ~AP;P~RO~V~AL~~R~VW~D~B~Y~: ~~~~~~~~-~~~~~~~~JI : Vl 0 ::r-~ ~ G) ,...,. N.i::,. 0 V, -,., \,0 NI .i::,.