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Home My WebLink About3.2-394NOTE: 1. PRIOR. T 0 THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCII-ON tNVECTION DEPARTMENT SHALL BE GIVEN 24,H-OUR5 NOTICE. TELEPHONE 326---3049 29, COMPACTION TESTS MLL BE THE SUBDIVIDERS RESPON-SIBILITY, NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. 3* ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS AS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. JL X SALES MAP LOT COR, \ PER P.M. 10465-PHASE 0 P.M. BK. 51, PAGE 196 J7 W* %.00, W# p. %j*%III . I FOR COR. IN- LAMPS ,E. CITY KERtU COUNTY TRAFFI+� STr%ft A rL Nstt�'- L ( L.-hl V�7 .LOCATION MAP NO SCALE VICINITY MAP NO SCALE 'I- lilt &0mw"%A.L WAM EAST OF SEMM LINE NURSERY RECORD PER C.O.B. F.S. 1331 PG* 79. 1� N.E. COR. SEC. 20m, 30/27 FD- 2* I.P. W/KCS TAG MRKD- FOR 60R. (FLUSH) NOTE ALL UTIUTY LOCATIONS S14OWN ARE APPROXamm !MATE AND ARE SHOW. FOR INFORMATIONAL PURPOSES* CONTRACTOR SHALL CALL USA AT (800) 642-2444 AND VERIFY UTILITY LOCATION 48 HOURS BEFORE STARTING CONSTRUCTION. THE ENGINEER ASSUMES. NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES SHOWN OR NOT SHOW. c- � t n i n� r r n� c-� c� -r n —rr ►� r � � �° GIVI�IIVCCR tIVItIV I THESE PLANS AND SPECIFICATIONS WERE PREPARED BY "ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES., STANDARDS, AND DESIGN CRITERIA., AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM R E!ONSIBLE FOR ALL CALCULAXIONS AND DRAWINGS ON THESE PLANS A� ORDINANCES, A - ANY ROR 1(:Znl(NS VI TIONS OF THOSE 0 St ''BE CORRECTED DURING CONSTRUCTION. PA"�NDAARD \A DbES, V./I eOO7 .0 le n �hw APPROVED- BY.* ROGER A. McINTOSH R.C.E. 33322. DATE .EXP. 6-30-06 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-05 REVIEWED BY. )00 N 0c) 0 (If-, U, z uj C-4 C) I -.J U) W LO > uj 'EC10RD R ... rP , . _ v °,kA0;"k1 V) Ii z 0 LI) > c LLj LJ P < 00 U") 4e, VA FU`e TURE 2 9 SCALE, 0" , F, TURD �60F'ATJON 04 UTURE H ------ LOCATION Vim 6P 0 06P 3 08 08 B I:'U Tll E ijoav 01 06P 3 Emp 3 TEMP+ t 4 H RUN 06 PPB TEMP. LOCATION TEMP, 0 "n"Now ""N" NNW ""Now www"ft ft4040 "Now FUTURE CURB & GUTTER `..' .... 4 TEMP TURE CURB GUTTER TEMP. LOCATI N EX ND EXIST, 2 EA. 3" TRAFFIC CONDUITS 'k. PRO OSED EP 06 06 W R-W TYPE I PED BARRICADE EXIST, EP 6 PER STD. PLA S 5 PROPOSED EP i. gili:1111il FROM M No -6 LON 011, 0 9 z Ryxxi R73-2 V) 05 R73 3 02 wo 07) RUN Ja •k 07 04 04 02P FUTURE. LOCATION t R9; R96 E k EXTEND EXIST. 2 EA. 3" TRAFFIC CONDUITS r��r� 4 :D D 0 404", r co 02 2 UC 08 REMOVE AND SALVAGE, TAKE SALVAGED PARTS TO 621D8 C•O.B. CORPORATION YARD. STA. 10+00.00 `'� SIGNALS SIGNS ......GOSFORD RD. ft W IN UGHTING SIGNALS NOTES ST. NAME SIGN REM ARKS LLGLN D mom C All equipment and materials shall be furnished by the contractor, 15. --- - ---- --- PRO-POSED EP STA. 10+62,09, 87.00LT, 12] Provide Type 170E Controller with 412c prom module and the 1� latest Bitrans local controller program with od 0, EXIST. IGNAL STANDARD (REFER TO POLE SCHEDULE) Model RM 404 G.D.1-modem and 332 Cabinet assm"bly., Service shall be 120v/240v Type lfl-�BF. provided MM CONDUIT RUN by Contractor. Raise pedestal for 3.32 Cabinet to 12* height* IM Pull MOUNT PREEMPTION OPTICAL DETECTOR B 1A (REFER TO CONDUCTOR SCHEDULE) TEMP. TEMP, LOCATION 08 FUTURE CURB & GUTTER . FUTURE P.G.&E. power point will be Installed by others. Contractor shall in conduit from power point t® pull box and make connections for power. 02 PPE3 ""Womb" "4&0 0 LUMINAIRE MOUNTED ON SIGNAL STANDARD R73-3 ei TEMP. -0. TEMP. At" V) 05 R73 3 02 wo 07) RUN Ja •k 07 04 04 02P FUTURE. LOCATION t R9; R96 E k EXTEND EXIST. 2 EA. 3" TRAFFIC CONDUITS r��r� 4 :D D 0 404", r co 02 2 UC 08 REMOVE AND SALVAGE, TAKE SALVAGED PARTS TO 621D8 C•O.B. CORPORATION YARD. 0 NOTE: SEE STRIPING PLANS IN STREET PLANS FOR EXISTING STRIPING AND PAVEMENT MARKINGS TO BE REMOVED AND LOCATIONS OF NEW STRIPING AND PAVEMENT MARKINGS. W.M. POLE SCHEDULE `'� SIGNALS SIGNS '� Z LOC. STANDARD: NOW UGHTING SIGNALS NOTES ST. NAME SIGN REM ARKS LLGLN D mom C All equipment and materials shall be furnished by the contractor, 15. MAS GOSFORD ROAD STA. 10+62,09, 87.00LT, 12] Provide Type 170E Controller with 412c prom module and the 1� latest Bitrans local controller program with od 6.0 MAS LT-MAT SP —1�T 06 06 IGNAL STANDARD (REFER TO POLE SCHEDULE) Model RM 404 G.D.1-modem and 332 Cabinet assm"bly., Service shall be 120v/240v Type lfl-�BF. provided MM CONDUIT RUN by Contractor. Raise pedestal for 3.32 Cabinet to 12* height* IM Pull MOUNT PREEMPTION OPTICAL DETECTOR B 1A (REFER TO CONDUCTOR SCHEDULE) box In front of controller shad be #6. All others shall be • #5 unless otherwise noted.. Sp-1 — T 08 08 04 SIGNAL HEAD WTH PHASE 0 P.G.&E. power point will be Installed by others. Contractor shall in conduit from power point t® pull box and make connections for power. - k1 "A "4&0 0 LUMINAIRE MOUNTED ON SIGNAL STANDARD Luminaires shall be cutoff type, 310 W..HPSV. "Wil At" TEMP. STA. 10+77,00, 44,64LT, 31 All now signal Indications shall be 12 inch, "Ak Uj W SV-1—T PEDESTRIAN SIGNAL fflinstall Iteris cameras on luminalre most armiL Fz$1,14"zlo, z CD z MON.. q STA. 10+86.38, 59.12RT. AUTOSCOPE CAMERA Locate cameras 3" from center of luminaire. All wiring is to be internal to poles and most arms to the maximum extent possible and shall exit most arm at a point 4� from center of luminairs, 60 MAS SP-1—T PULL BOX �] Street name signs and hangers shall be fumished and installed by Contractor. Street PANAMA LANE -m-R73-3 name signs shall be most arm mount street sign plates per COS' Standard Detail T,--20* MAS SIGNAL CONTROLLER All pedestnon indIcations shall be now, international symbol type as detailed in the specifications. LT—MAT ELECTRICAL SERVICE PEDESTAL All unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant #2 at Mt. Vernon AV0* south of Fwy. 58,, Contact Frank Young prior to delivery at (805) 326-3152. MOUNT PREEMPTION OPTICAL DETECTOR TRAFFIC CONTROL SIGN (AS INDICATED) Pole location indicated on the *Pole Schedule* are. approximate. Final location of the standards shall be 5" behind flowline as directed by the Engineer at the site. TV —2—T SP-1—T CAL—TRANS TYPE IV ARROW (DIRECTION AS INDICATED) EJAII utility locations shown are approximate only and represent the be I ion su st *nformat* lied by the various STA. 10+71.59, 73.85R T. 61 A— 5— 80 utility companies. Final responsibUty for locating utilities in the field lies with the Contractor. SV— 1 —T MAS PREEMPTION DEVICE OPTICAL DETECTOR 711 Contractor shall remove striping and pavement markings as indicated on the plan, b obliterating a rectangle whose limits are the edge of. each word. Under NO STA. 9+37.91t 87.00RT. 0 (OPTICOM SINGLE UNIT) C cumstonces are the letters to be removed individually. rn 02 Ile) Existing sidewalk shall be removed and w replaced as necessary to complete all constructijon. 0) � '� 1 0 1 MOUNT PREEMPTION OPTICAL DETECTOR may ony e remove an repace in complete panels, 0 Z co TV-2—T SP— 1 —T�: Conduit crossings • shall be bored except as otherwise, permitted by the City Engineer, STA. 9+23.00, 72.09RT4, ;(A_ N.. Refer to Interconnect Conductor Schernatic" hereon for requirements for new conductor. Z Lt- _j _j 14- QD R TEMP. q STA. 9+49.02, 32.39RT. rmiUR ��■■�■�o��o�000�oo��■000�oo�Q Refer to City of Bakersfield Interconnect • plans for existing interconnect conduit to the North and South. ■ Uj 'co —R96/R96A [dProvide thermoplastic striping and pavement markings as shown, Refer to Street Construct ion Plan s for remaining � � 15 60 � 3c: SP-1—T requirements and additions to existing str * 9 iptng and pavement markings. _j T.- W to '0 G MAS Provide traffic control sign mounted on most orm/sIgnal stain dard. (Type as *indicated) 0 L_ i, L— 0 0 Ad)W1LR7,3,--2 @Provide traffic control sign, ground mountey d. ed. (Type as, indicoted) - - - - - - - - - - - - im : MOUNT PREEMPTION OPTICAL DETECTOR Fern • and install Opticom • 711(Single Unit) preemption • devices as indicated on plans `ng M TV-2—T S-P-1 —T "Mil inclu all cables and mounting hardware. The contractor shall also furnish and install an Opticom 754 pha . CL STA. 9+27.38s 77.15LT. selector unit in the controller cabinet. Contractor shall provide a fully operational- preemption.system.. Exact COVER preemption hardware mounting placement shall be determined by the Traffic Engineer in the fill, N echnic I Contractor shall provide an Opticom technician with J & L Inc, at (714) 321-7513, The Opticom re re t ative must be contacted 48 hours prior to signal inftiolizat ion, .Pr y Al 0 NOTE: SEE STRIPING PLANS IN STREET PLANS FOR EXISTING STRIPING AND PAVEMENT MARKINGS TO BE REMOVED AND LOCATIONS OF NEW STRIPING AND PAVEMENT MARKINGS. W.M. POLE SCHEDULE `'� SIGNALS SIGNS '� Z LOC. STANDARD: NOW UGHTING SIGNALS WAS *-0W PP8 ICLE o VEH 0 ST. NAME SIGN REM ARKS CO) 61 A-5-80 15. MAS GOSFORD ROAD STA. 10+62,09, 87.00LT, od 6.0 MAS LT-MAT SP —1�T 06 06 p"Aft" L7J -o-R73-3 MM C) MOUNT PREEMPTION OPTICAL DETECTOR B 1A FA-1 TV-2—T Sp-1 — T 08 08 "A�v STA. 10+77.00, 72,09LT. - k1 "A "4&0 A "&V FAtl "Wil At" TEMP. STA. 10+77,00, 44,64LT, F At "Ak 15 SV-1—T Fvtt A", Fz$1,14"zlo, MON.. q STA. 10+86.38, 59.12RT. "VtoQ 61 A—•—W 60 MAS SP-1—T 02 08 PANAMA LANE -m-R73-3 MAS LT—MAT MOUNT PREEMPTION OPTICAL DETECTOR D 1A TV —2—T SP-1—T 08 02 STA. 10+71.59, 73.85R T. 61 A— 5— 80 15 SV— 1 —T MAS OS G.FORD ROAD STA. 9+37.91t 87.00RT. 60 MAS SP-1 —T 02 02 %a"* 12 R73*- 3 LT—MAT COVER MOUNT PREEMPTION OPTICAL DETECTOR F 1A TV-2—T SP— 1 —T�: STA. 9+23.00, 72.09RT4, TEMP. q STA. 9+49.02, 32.39RT. rmiUR ��■■�■�o��o�000�oo��■000�oo�Q —R96/R96A 61 A-5-80 15 60 SV-1—T MAS SP-1—T PANAMA ROAD CL STA. 9+12.43t 62,09LT. G MAS Ad)W1LR7,3,--2 LT—MAT - - - - - - - - - - - - MOUNT PREEMPTION OPTICAL DETECTOR H 1A TV-2—T S-P-1 —T 06 06 CL STA. 9+27.38s 77.15LT. COVER TEMP. STA. 9+79.38, 77.50LT. I REVISION APPROVED BY: MARIAN SHAW DATE R.C.E. 32178 EXP. 12/31/04 2 08 (�L CONTROLLER DETAIL st_.100) (SCALE: 1 — --------- -------- '� Z J Ram Como) ro CO) MM a. od C) M _01 M MM C) a: Z 1! 11- L01 (C coo FA-1 F�, il. "A, F4 tl "A�v Ft - k1 "A "4&0 A "&V FAtl "Wil At" F 'I At F At "Ak "Af;)k FA&1*1 Fvtt A", Fz$1,14"zlo, "Zthw "VtoQ = 3=9 WNW-- V bak U11 ilm rmiUR ��■■�■�o��o�000�oo��■000�oo�Q - - - - - - - - - - - - �iiiitiiiiiiiiiiiiiiiiiiiiiiii M M 000=oon F jWA §11W00MN0MMMMMMWWMMMMMMMMM 1--infth i MAU-, 11� NONNI MEN IMENEENNEWEEMEN Al 4 .... ... ... "^v"Wedpow 01 & 05 02 & 05 Or r 01 &06 02 &06 J41Z 0404 41 04 &0 03 0 Alk 03 & 0 04 & 0 y\V E x q-LQNAL,- PHASE DIAGRA1 )F 6"N / • a -:✓j ej 0 low" M 0 0 5; LLJ C3 U CJ LA-1 W CL 0- LLJ CL O W Uj I-, co C.> Lo r-- W W W aD Cq '� Z J �a z Como) ro CO) Z. a. od C) Uj .j J a: > C) a: C) coo 0 U, CO) p a, �s 04 W W W aD Cq NOTE: SEE STRIPING PLANS IN STREET PLANS FOR EXISTING STRIPING AND PAVEMENT MARKINGS TO BE REMOVED AND LOCATIONS OF NEW STRIPING AND PAVEMENT MARKINGS. g P OLE SCHEDULE CONDUIT SIZE ST ARM SIGNALS SIGNS LOC.STANDARDLIGH-nNG WALX w -raw PPe VEH I LE ST-NAME S N REMARKS mmm S A A 0 0 M IFAMFA 15 SV-1- T- 5 MAS M1 Fin STA, 6 +8.02, 86.93LT. A 24A-4-80 - . "A& "A A" "AA A" GOSf CARD ROAD -R73 .. 3 "46 FA&el, Fiflu LT- M T ..�. ... 08 � FAtlo "A#Ak "A&FAt#!'_ FttlQ PF P "Ae MOUNT PREEMPTION OPTICAL DETECTOR B 1A TV- 2- T SP-1 - T 06 08 STA. 37 +05.07, 70.94LT. 15 SV-1-T STA. 37+16.75, 58.00RT. 61A-5-80 60 MAS S w�rwr r.�wn SP 1 T 02 08 HARRIS ROAD MAS LT -MAT MOUNT PREEMPTION OPTICAL DETECTOR D 1A TV-2-T-5 SP �--1 �- T 08 0 02 STA. 37+00.75, 74.00RT. 15 .` MAS CE STA. 35 +98.75, 84.00RT. 29A�- -S -80 GOSFORD ROAD ---R73-6 LT -MAT SP 1 T 04 02 MOUNT PREEMPTION OPTICAL DETECTOR STA. 35+82.75, 68.00R T. 1A TV- 2 .,... T SP .,..r ...rr 1 �` 0 4 0 4 .�- ---.�. MAS i �, STA. 5 +7C�. 91, 81. t�C�L.I�. 6.1A-5-80 80 MAS � � SP 1 T 06 04 HARRIS ROAD -R73 -3 .�oo�►�� LT --MAT MOUNT PREEMPTION OPTICAL DETECTOR STA. 35 +88.0, 76.96LT. LEGEND SIGNAL STANDARD (REFER TO POLE SCHEDULE) CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) SIGNAL HEAD WITH PHASE # LUMINAIRE - MOUNTED ON SIGNAL STANDARD PEDESTRIAN SIGNAL AUTOSCOPE CAMERA PULL BOX SIGNAL CONTROLLER _ELECTRICAL SERVICE PEDESTAL TRAFFIC CONTROL SIGN (AS INDICATED) CAL - -TRANS TYPE IV ARROW (DIRECTION AS INDICATED) PREEMPTION DEVICE OPTICAL DETECTOR (OPTICOM 711 - SINGLE UNIT) NOTES All equipment and materials shall be furnished by the contractor. M]Provide Type 170E Controller with 412c prom module and the latest Bitron s Focal controller program with Model RM 404 C.D.I.modem and 332 Cabinet assembly. SoNoe shall be 120v/240v Type 111 - F, proA'dsd by Contractor. Raise pedestal for 332 Cabinet to 12" height. Pull box in front of controller shall be . All others shall be #5 unless otherwise noted. P.C.&E. power point will be installed by others. Contractor shall install conduit from power point to pull box and m vke connections for power. 91 Luminaires shall be cutoff type, 310 W. HPSV, 3 All new signal Indications shall be 12 Inch, [I]Install Iterie camerae on luminalre most arms. Locate cameras 3' from center of luminalre. All wiring s to be internal to poles and most arms to the 9 p maximum extent passible and shall exit most arm at a point 4 from center of luminalre. Em Street name signs and hangers shall be furnished and installed b y Contractor, Street name signs shall be most arm mount street sign platers per Coo Standard Detail T� 20. All pedesctrion Indications shall be new, international symbol type as detailed in the specifications. All unused, salvaged material shall be delivered. b the contractor, to Wastewater Plant y 2 at Mt. Vernon Avc south of Fwy. 5a. Contact Frank Young prior to delly at (805) 326 -3152. Pole location Indicated on the *Pole Schedule" are approximate. Final location of the standards shall be 5 behind flowline as directed by the Engineer at the site. all] All utility locations shown are approximate onI y and represent the bast Information supplied by the various utility companies. Final responsibility for locating utilities in the field lies with the Contractor. Contractor shall remove striping and pavement markings as in 'ca ted on the plan, by obliterating a rectangle whose limits are the edge of each word. lender NO circumstances are the Fetters to be removed individually. Existing idewalk shall be removed and replaced as necessary to complete 9 p y P e all construction. Sidewalk may only be removed and replaced in complete panels. Conduit crossings shall be bored except is otherwise permitted by the City Engineer. Refer to 'Interconnect Conductor Schematic" hereon for requirements for new conductor. . q c or Refer to City of Bakersfield interconnect plans for existing interconnect conduit to the North and South. Provide thermoplastic stri in and pavement markin s as shown. Refer to Street R P 9 R 9 e Construction Plans for remaining requirements and additions to existing striping and pavement markings Provide traffic control sign mounted on most arm/signal stand rd. {Type as Indicated) ted) Provide traffic control sign, ground mounted. (Type as indicated Furnish and install Op ticom 711 (Single Unit ) preemption devices as indicated on plans including ll cables and mounting hardware. 9 g The contractor shall.. Also furnish and install an opticarn 754 phase selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exact preemption hardware mounting placement shalt be determined by the Traffic Engineer in the field. Contractor shall provide an Opticom technician with J & L Inc. at (714) 321 -7513. The OpOco-M representa#vw- must be contacted hours prior to signal initialization. �r t CONTROLLER DETAIL ",W) CONDUCTOR SCHEDULE CONDUIT SIZE mmm M IFAMFA M1 Fin a CONDUCTOR RU . "A& "A A" "AA A" "A* An "46 FA&el, Fiflu "At-W "Ai-I F5 h1J",At FAtlo "A#Ak "A&FAt#!'_ FttlQ PF P "Ae ��0000000000v000000000.�00000 19 CONDUCTOR 5 CONDUCTOR rm��0000�oo��o��oa�o .�oo�►�� AU OPE wwAnaxnnn jAUTOSCOPE PWR,,"MMMMMMMMMMUMMMMMMMWJMWJMM M AML11 on 0 21GNAL , PHASE DIAGRAM CM t 4 041 "'P2, v R J45F— / ft Poo -, 0 it ed _N01-N100— 41 05 02 ool 04 04 04 r. a� am 0_ Poo do Iwo" POLE SCHEDULE "M mo I 411-4W6%%1N I WON I M SIGNALS 18 (2 EA. R96/96A SAME 44w POS � LiGHTIK R J45F— / ft Poo -, 0 it ed _N01-N100— 41 05 02 ool 04 04 04 r. a� am 0_ Poo do Iwo" POLE SCHEDULE M SIGNALS SIGNS N L C)C. � LiGHTIK VEHICLE WAiX W—DW PPO DO.N*T WALK 0 0 ST. NAME SIGN REMARKS mmmmn 00 M 0 -oil STA. 43+18.65, 83,72LT. A. P.P.B. Z MW CO 06 22 1 15 SV-2-T SP-1 -T 06 CE STA. 43+34.65, 67.721.T* CID -R96/R96A a 5 S�� T L) U.1 STA. 43+19-02p 51.81 R T, 29A-5-80 50 MAS 1Q7 --R96/13`9Q&_ A LT-MAT MOUNT PREEMPTION OPTICAL DETECTOR � °�iiooiioiioioi 15 SV-2-TA STA. 42+49.28, 53.08RT, 19A-2-80 25 MAS �iiii -,-R9r*/R-96A 24A -4-80 15, SV-1-T MAS S 1-T 06 STA. 42+32.65, 57.46LT. 40 HAAS MOUNT PREEMPTION OPTICAL DETECTOR °�iii 0,,,R34-2 -R96/R96A 1A TV 1-T 06 CE STA. 42+48.65, 73-46LT. N Y. A N A � S-1 AL E!tj-&%_ DIAGRAM A1.1 V NOTES won pop [D All equipment and materials shall be furnished by the contractor. M) Provkie Type 170E Controller, with 412c prom module and the latest Bitrans local controller program with Model RM 404 G.D.I.modem and 332 Cabinet assembly. Service all be 120v/240v Type III—BF, provided by Contractor. Raise pedestal for 332 Cabinet to 12* height* Pull box In front of controller shall be #6* All others shall be #5 unless otherwise noted. P.G.&E# power point will be Installed by others. Contractor shall Install conduit from. power point to pull box and make connections for power. Luminaires shall be cutoff type,, 310 W. HPSV• All now signal Indications *hall be 12 inch. Instaff Iteris cameras on luminaire most arm& Locate comwas 3" from center of l urn inalre, All wiring to to be Internal to poles and most arms to the maximum extent possible and shall exit most arm at a point 4 from center of luminaire. M Street name sign* and hangers shall be furnished and Installed by Contractor. Street name signs shall be most arm mount street sign plates per COB Standard Detail T .. 200 All destrion Indications shall be new, international symbol type as detailed in the specification& All unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant #2 at Mt Vernon Ave. south of Fwy- 58• Contact Frank Young prior to delivery at (805) 326-31520 Pole location *indicated on the "Pole Schedule" are approximate. Final' location of the standards shall be 5! behind Howl ine as directed by the Engineer at the site• AR utlity locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibilty for locating utilities in the field lies with the Contractor. Contractor -shall remove striping and pavement markings as Indicated on the plan, by obliterating a rectangle whose limits are the edge of each word. Under NO circumstances are the letters to be removed individually. Existing sidewalk shall be removed and replaced as necessary to complete all construction. Sidewalk may only be removed and replaced In complete panels. • a M 0 Conduit cross*ngs shall be bored except as otherwise permitlea by the City Engineer, Refer to Interconnect Conductor Schematic" hereon for requirements for new conductor. Refer to City of Bakersfield interconnect plans for existing Interconnect Conduit to the North and South. Provide thermoplastic striping and pavement markings as shown, Refer to Street Construction Plans for remaining requirements and additions to existing striping and pavement markings. Pro de traffic control sign mounted on most arm/tignal standard, (Type as indicated) 11provide traffic control sign, ground mounted., (Type as indicated) Furnish and install Opticom 711 (Single Unit) preemption devices as indicated on plans including- all cables and mounting hardware. The contractor shall also furnish and Install an Opticom 754 phase selector unit In the controller cabinet. Contractor shall provide a fully operational preemption system. Exact prwnption hardware mounting placement shall be determined by the Traffic Engineer In the field* Contractor shall provide an Opticom technicion with J & L Inc. at (714) 321-7513. The Opticom representative must be contacted 48 hours prior to signal Initialization. LEGEND SIGNAL STANDARD (REFER TO POLE SCHEDULE) A# CONDUIT ,RUN (RE- ER TO CONDUCTOR SCHEDULE) 04 SIGNAL HEAD NTH PHASE # LUMINAIRE MOUNTED ON SIGNAL STANDARD E3 PEDESTRIAN SIGNAL AUTOSCOPE CAMERA PULL BOX SIGNAL CONTROLLER Wi Z ELECTRICAL SERMCE PEDESTAL Lij TRAFFIC CONTROL SIGN (AS INDICATED) 25 M C-1 CAL-TRANS TYPE IV ARROW (DIRECTION AS INDICATED) M0 PREEMPTION DEVICE OPTICAL. DETECTOR (OPTICOM 711 SINGLE UNIT) Aw Ez CO C) 04 10.0 W Z REMSION . • � APPROVED BY: MARIAN SHAW DATE R.C*E. 32178 EXP, 12/31/04 }...: �'.' 04 Cal) Z ................ go Elm N 0 co N mmmmn 00 M 6 Z MW CO CID a W L) U.1 a Cr LUMINAIRE MOUNTED ON SIGNAL STANDARD E3 PEDESTRIAN SIGNAL AUTOSCOPE CAMERA PULL BOX SIGNAL CONTROLLER Wi Z ELECTRICAL SERMCE PEDESTAL Lij TRAFFIC CONTROL SIGN (AS INDICATED) 25 M C-1 CAL-TRANS TYPE IV ARROW (DIRECTION AS INDICATED) M0 PREEMPTION DEVICE OPTICAL. DETECTOR (OPTICOM 711 SINGLE UNIT) Aw Ez CO C) 04 10.0 W Z REMSION . • � APPROVED BY: MARIAN SHAW DATE R.C*E. 32178 EXP, 12/31/04 }...: �'.' 04 Cal) Z ................ go C CUM,) > 0 O cc 0 0 U0 "ftft"" C14 C14 CPU_ CZ J W No, W X Up. -1 W W CI VI CO. CONTROLLER DETAIL --) (SCALE: 1 =1 0 IUL 'A iom- NG Elm MM mmmmn M MW 4 7re � °�iiooiioiioioi �iiii °�iii rm�� ■■��oa0000ao�o�oo��' Am-o-scop E_ P A - L W-1 !EST C CUM,) > 0 O cc 0 0 U0 "ftft"" C14 C14 CPU_ CZ J W No, W X Up. -1 W W CI VI CO. CONTROLLER DETAIL --) (SCALE: 1 =1 0 IUL 'A iom- NG C A N A L '' rya !i57i�''$RPNVt.'NYtl4ittM4'•�J' �'tiYrve'... rtbg8x•,;, 44�6•�xt ^as.i4 ., '•M fof fop„ r:YJ� .'.JI'N'y; ry., (74! -y +•.; REMARKS MW NOTES STA* A. i + .85, 81 r LTO STA, 51+41,85t Y . " LT* -w- f'Y/ A STA. 51+26,22s 1. 0 i• �R9 /R6A MOUNT PREEMPTION OPTICAL DETECTOR 1021 U All equ4xnent and materials shall be furnished b the contractor. Y STA. 50+56.48, 51 . DDR T. -R6 9A STA. 50+39,85, 55.00LT, MOUNT PREEMPTION OPTICAL DETECTOR J2 .� 3 -2 92 — 6A STA. 50+55.85, 71 OOLT. a] ProvWe Type 170E Controller with 412c prom module and the latest Bitrans local controller p �" aum r with x' ,..tYw;,.�,'..., �.�u'M•M1f'!•.q.�w:.v!r': !' ,. i#t ^-'. ,v�y;'n.15}.:�. :•�(,, �'�F/eY �'� i► }i,4`: A!S rte,..,. � :u n��.•,r,„,�• 'j_�i' •i N« + l<P PROVED BY: MARIAN SHAW DATE I .C.E. 32178 EXP. 12/31/04 • t •' t MW NOTES 1 1021 U All equ4xnent and materials shall be furnished b the contractor. Y o a] ProvWe Type 170E Controller with 412c prom module and the latest Bitrans local controller p �" aum r with Model RM 404 C.Dalemodern and 332 Cabinet assembly. Service shQ1l be 120v/240v Type Ill-BF, provided by Contractor. Raise pedestal for 332 Cabinet to 12n height: FA �n► Pull box In fret of controller shall be #G. All others shall be #5 unless otherwise noted. �Ale�n► �Ir P.C.Q. point will be installed by other. Contractor call Install conduit from owes point to pull bark d m e connections for FA#�1� \InI�Ir�I�I power, \I��NEE■t a) L�umin a call be cutoff type, 310 w. l�IP V. �oo��0000000000000000�� All now signal indications shall be 12 inch. Inot# l Iterls cameras on luminalre most arms, to eras 3 from center of luny inalre. All wrung is to be In tern a l to es and most arms to p the ,. . maximum extent pie and shall exit most arm at o pmt 4 from center of lu inalre. Street name vigns d hangers shell be furnished and installed b Contractor., Street Y name ne shall be most arm mount street sign Motes per , C Standard Detail T-w206 All pedestrian indications shall be new, international symbol e a i ern type s detailed in the sp�c�ficatoon�s. MIAll unused, salvaged material shall be delivered, b the contractor to Wastewater Y � Plant at Mt. Vernon Ave® ® south of Fwr ! 55! Contort Frank Young 9 Rroar to delivery at (805) 326-3152, Opole lotion indicated on the "Pole Schedule" are approximate. Fire location of RR the standards shall • e behind flowrline as directed by the Engineer at the site. , �l utility locations rho � Y shown are approximate only and represent the best information �'R Y ep r°nna pan �pploed by the sous ,� � • � � ,� utility companies. Find responsibilty for locating utilities in the field lies with the Contractor. �- Contractor shall move striping and pavement markings as Indicated on the lam plan, 0 0 ly Ad `� `� b iterating a rectangle whose limits are the edge of each word. Under NO 0 z cwcurnstances are the letters to be removed individually. Existing sidewalk shall be removed and replaced as necessary o complete all construction Y R Sidewalk may only be removed and replaced in complete panels. e�m�� Conduit crossings shall be bored except as otherwise permitted by the City Engineer. ■ ■��000F■0000�o�oo�� Refer to Interconnect Conductor Schematic" hereon for requirements for never conductor® Refer to City of Bakersfield interconnect plans for existing interconnect conduit to the North and South Pride thermoplastic striping an p R d pavement markings as shown. Refer t 9 R 9� o Stmt Construction Plans for main' requirements and additions to existing striping and pavement markings. _ Proms traffic control sin mounted on most arm i nol standard. g �' g (Type Indicated) Provide traffic control sign, ground mounted. (Type as Indicated) Furnish and install €�pticom 711 (Single Unit) preemption devices as indicated on lane R .M in udin all cables and mounting hardware. g 9 . The .contractor shah also furnish and install an C�pticom 754 phase R for unit n the co n troll er cob" et! • Contractor shall provide a fully operational preemption system., Enact r_ preen roan hardware mounting placement shall be determined b the Traffic Engineer in the field Contractor shall provide an Opt com technician with J & L Inc. at (714) 321-7513. The ticorn representative must be contacted 48 hours prior to signal Initlalixation. LEGEND. \ti{ A ------ .... SIGNAL STANDARD (REFER �''_I POLE SCHEDULE) yam, CONDUIT RD (REFER TO CONDUCTOR SCHEDULE) Ck 04 a SIGNAL DEAD WITH PHASE LU II' AIRE "'°`° MOUNTED N SIGNAL STANDARD : 13 PEDESTRIAN SIGNAL } ADTCSCCPE CAMERA 4 Q PALL DC SIGNAL CONTROLLER ELECTRICAI~. SERVICE PEDESTAL .,,... TRAFFIC CONTROL SICK (AS INDICATED ip J T�° A E+ CAL-TRANS TYPE PE (DIRECTION �� INDICATED) 0 V Uj � 1 PREEMPTION DEVICE OPTICAL DETECTOR M U M . C3 (OPTICOM711 -� SINGLE UNIT) Cl C1W.. W CY_ W GY_ .!' .. ^t: '< � stlV /��'�••tlk•�S'[1S',n+Sln�y, '-,�{y • +w, fi {y;� y aye .w <.y 1 w l..d co v0 a•..e/ C> _03 • tt b �A LO ��1�0�� ■t x' ,..tYw;,.�,'..., �.�u'M•M1f'!•.q.�w:.v!r': !' ,. i#t ^-'. ,v�y;'n.15}.:�. :•�(,, �'�F/eY �'� i► }i,4`: A!S rte,..,. � :u n��.•,r,„,�• 'j_�i' •i N« + l<P PROVED BY: MARIAN SHAW DATE I .C.E. 32178 EXP. 12/31/04 • t •' t FA �n► �Ale�n► �Ir \ FA#�1� \InI�Ir�I�I \I��NEE■t �oo��0000000000000000�� e�m�� ■ ■��000F■0000�o�oo�� _03 ��1�0�� ■t ■�� ■1111 Yy,::•a..�. �y�°w:•5.,q•,.,. ...:: �v�`- ��"W' y,.. s��6r.� >. •.t,7C�ix:. .• ;sus KLS '+w^ .,r... .. .. ... - .. ... P'•-' •�' .Ian. �'as? �'"a`h•:•earo„ .QJ�.• Y•] �+ � "•a'•ii- �'.c'S�b.�a!�.- '.�'^''r • °a7_9'`�, qT.- ^.�... �f'�'.� =iK ~ c - .SA' � '�� r'+�`:,.a_. r'� r a'4£- - ..,. ,..- .:•..t•v , •.. ....,•r,_..r:ws .•"S "`�''i:,r: -,:. �,.- !+:K•, �c�- w`+•..r'aa � a :�:,.n; <�:t• •'t '.' 'Q �.. .. .. .,•'.:.i z�J .- .,� -s °"..`ccy„�,_ �;�C'.:f++' .....- .. ...... ..-< ,,:,r�yi��'+es.ycr .in � �'� "✓ - �sdS�� _ °�AF'�:••El4 ' ,ti..: .. .> .. <a' °rbaaT.ena.,'.,. ..w� 1" i,�� .e.4u%t a'' •�C!i+l:•r.�,i+irsN. 1� y��"%ai` -'G ,eri 7tn'rRi'�t'' :vc 'T-'Ia ':fFb, f ,A '73F x ■1= �r t, -W 0- A=\ 0 � I i. REMSION APPROVED BY: MARIAN SHAW DATE R.C.E. 32178 EXP. 12/31/04 1. PROVIDE NEW INTERCONNECT CONDUCTOR e. ow J, NOTES [D All equipment and materldle shall be furnished by the contractor. IM Provide Type 170E Controller with 412c prom module and the JQteSt 81trons local controller program with Model RM 404 G.,131modem and 332 Cabinet assembly. serer shall be 120v/240v Type 111—BF, provided LEGEND. by Contractor. Raise pod al for 332 Cabinet to 12"' holght* �j Pull box In front of controNer shall be #6,, All others shall be #5 unless otherwise noted. SIGNAL STANDARD (REFER TO POLE SCHEDULE) PA&L power t w1l be Installed by ��nra. ontractor sholl Install conduit from power point to pull box 0 P* C and ma 9 connections for power. CONDUIT RUN .(REFER TO CONDUCTOR SCHEDULE) Cpl Larninalres sholl be cutoff type, 310 W. HPSV* 04 SIGNAL HEAD WITH PHASE All new signal Indications shall be 12 Inch. --Mom #, [JJ ittstoti Iteris cameras on lumInalre most armiL LUMINAIRE. - MOUNTED ON SIGNAL .STANDARD Locato wneras 3" from centw of lumin&& Ni wiring Is to bj ternal to poles and most "me to the maxknum extent possible and shall ex1t moot or. M at a p(gnt 4 from center of luminalreo E3 PEDESTRIAN SIGNAL. M Street narne W Street gnu and hangers shall be furnMod: and installed by Contractor. name signs ohdif be M cat call, mount Stf-e-WIL 9* plates per COO Standard Detail Tsw20# AUTOSCOPE CAMERA E All p Indications shall be now, international symbol type as detailed In the specificationc p PULL BOX E All unused, salvaged material shall bo dollvere4 by the contractor, to Wastewater Plant #2 at Mt., Vernon Ave. south of Fwy. 58. Contact Frank Young prior to delivery at (W5), 328-31520 SIGNAL CONTROLLER O PoFe location Indicated on the *Pole Schedule are approximate. Final location of the standards shall ELECTRICAL SERVICE PEDESTAL be 5* behind ftowline as directed by the Enginew at the site*, All utility locations shown are approximate only and represent the best Information supplied by the various TRAFFIC CONTROL SIGN (AS INDICATED) utility companies. Final responsibilty for locating utilities In the field III" with the Contractor, contractor shall remove wiping and pavement maMngs as indicated on the plan, CAL —TRANS TYPE IV ARROW (DIRECTION AS INDICATED) by obliterating a rectangle whose 11mits are the edge of each word, Under NO circumstances are the letters to be removed Indiv4duolly.. Existing euiewalk shcdl be removed and replaced as n to complete all construction. PREEMPTION DEVICE OPTICAL DETECTOR Sidewdk may only be removed and -:4cced In complete panels. (OPTICOM 711 SINGLE UNIT) Conduit crossings shall be bored except as- otherwise permitted by the City Engineer. Refer to Interconnect Conductor Schematic" harem for requirements for new conductor.. Refer to City of Balcerefield Interconnect plans for existing interconnect conduit to the North and South. Provide thermoplastic striping and pavement markings as shown. Refer to Street Construction Plans for remaining requirements and additions to existling SWIF-Ing and pavement markings. Provide traffic control s19p mounted on most arm/signal standard. (Type as Indicated) ProAde traffic control eign, ground mounted. (Type as indicated) mish and install Opticom 711(Single Unit) ption devices as indicated on plans Including all cables and mounting hardware. The contractor shall also furnish and install an Opticom 754 phase selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exact preemption hardware mounting placernent sholl be determined by the Traffic Engineer in the field. how Contractor shall provide an (pticom technician with J & L Inc. at (714) 321-"-7513. The Opticom representative must be contacted 48 hours prior to signol Initialization. of 2 04 0 ;tee CONTROLLER DETAIL 1 - - "lot) (SCALE.- J FROM NEW CONTROLLER TO NEW CONTROLLER PROVIDE NEW INTERCONNECT CONDUCTOR AND (;UNNL(;i 1U UUIN GUNIKULLLKS- FROM 1'4C.1YY t.#UF41rNVLLr_R IV 1'4r—VY %.oUJN11NULLrrN AND CONNECT 70 BOTH CONTROLLERS. EXISTING IC CONDUIT NEW CONTROLLER EXISTING IC CONDUIT NEW CONTROLLER SEE STREET PLANS SEE STREET PLANS POLE SCHEDULE M ST LA A1VM__ SIGNALS SIGNS LOC. S TANDARD-UGHTING REMARKS VEHICLE WALK W-DW PPB_ ST. NAW SIGN SIGNALS- DON'T WALK 0 0 ,CONDUCTOR RU �I�I\ STA. 58+51-14, 81.26LT* IAI�IA. P.P.B. �n/ A�I�It��Iy 06 \I� \/t�IIt \It�Is \/f \n�� A "t;. I "At ■11 I STA. 58+67.14, 65.26LT. B 22 15 SV-2-T SP -1 06 amwRNA96A 15 SV-1 -T MAS ',28 CONDUCTOR STA. 58+51.51, 51300RT. C 29A-5L 80 .50 MAS -R96/R96A LT-MAT MOUNT PREEMPTION OPTICAL DETECTOR 15 4r V-2-TA L9 CONDUCTOR;,mmmmmmmmmmmmmmmmmmmmmmmmo STA. 57+81.77, 51.0 ORT$ 19A-2-8u 25 MAT SP-1-T 04 04 ffj-R96/R96A E 24A-4-80 15 SV-1-T MAS SP-1--T 06 04 CL STA. 57+65.14, 55.00LT. . 40 MA S MOU NT PREEMPTION OPTICAL DETECTOR -R34-2 ff] -R96A96A F 1A TV- 1-T SP-1-T 04 06 STA. 57+81.14o 71,OOLT,, [ - - KC* I 1 lM 1' 1 D ,CONDUCTOR RU �I�I\ IAI�IA. �n/ A�I�It��Iy \I� \/t�IIt \It�Is \/f \n�� A "t;. I "At ■11 I ',28 CONDUCTOR L9 CONDUCTOR;,mmmmmmmmmmmmmmmmmmmmmmmmo [ 'k TOSCOPE U ��■■��000noon�o�000�� r��■��000000c= ao�000�� 71, PROVIDE NEW INTERCONNECT CONDUCTOR FROM NEW CONTROLLER TO NEW CONTROLLER AND -CONNECT TO BOTH CONTROLLERS. EXISTING IC CONDUIT NEW CONTROLLER SEE STREET PLANS EXISTING IC CONDUIT SEE STREET PLANS SCALE.- 1" -0-~ 80' INTERCONNECT CONDUCTOR SCHEMATIC RA I G Pr, _4-4C0'Rt)'D ALL WORK EMBRACED HEREON SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JANUARY 1992 AND ALONG WfTH THE FOLLOWING PROVISIONS.: FOUNDATIONS, Foundations shall conform to the provisions in Section 86-2.03, $1 "Foundations, of the Standard Specifications and these speciol provislon's.. The Contractor shall furnish the anchor bolts, nuts and washers to be used for new foundations and shall furnish the appropriate nuts and washers for existing foundations to be reused, STANDARDS, STEEL PEDESTALS AND POSTS. Standards, stee] pedestals and posts shall conform to the provisions in Section 86-2.041 "Standards., Steel Pedestals and Posts", of the Standard Specifications and these special provisions. A pull rope shot[ be Installed In all most arm poles from the hand hole at, the pole base up through the signal mast arm to the farthest head. A second pull rope shall be installed in all most arm poles with luminaires from the hand hole at the base of the pole up through the, luminaire arm to the luminalre. The pull rope shall be doubled back into the pole or arm at each termination. CONDUIT. Conduit shall conform to the provisions 'in Section 86-2.05, "Conduit"', of the Standard Specifications and these special provisions, Condults may be instal-led by either jackin g /drilling or open trench methods. Installation using jacking or drilling sh.all conform to Section 82-2.05C "Installation", of the Standard Specifications. Open trench installation in pavement shall conform to the following specifications. 1. Conduit shall be rigid non-metallic tvne. Conduit shail be placed under existing pavement in a trench not to exce-ed inches in width. Trench shall be cut using a rock saw and all loose uncompacted material shall be removed from the bottom of the trench prior to placement of conduit. The "Installed conduit shall have a cover, of eighteen (18) to twenty-one (21) inches below finished grade. 2, The conduit shc1l be placed in the bottom of the trench and the trench shall be backfilled with a one (1) sock slurry cement backfill. Slurry cement backfill shall be, laced to within 0.20 feet of the pavement surface. The top. 0.20 feet shall be ackfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates, 3. Prior to spreading asphalt concrete, paint binder shall be applied as specified in Section 3.9-4.02, "Prime Coat and Patint l311nder," of the Standard Specifications. Spreading and compacting of asphalt concrete shall be performed by any method which will -Droduce an asphalt concrete surfoce of uniform smoothness, texture, o�d density. 4. All excavated areas in the pavement shall be backfilled except for the top 0.20 foot, by the end of each work day. The top 0.20 foot shall be placed within three (3) working day� after trenching. Temporary roadmix or other acceptable temporary surface will be allowed on the top 0.,20 feet until such a time as the permanent asphalt surface 'is placed, Dependent upon adverse soil conditions or other circumstances encountered at the Me of construction, the Engineer may specify which of the above methods may be used. A pull rope shall be installed *in all signal conduits new or existing. The pull rope shall be nylon or polypropylene with a miinmum tensile strength of 500 pounds. At leost 2 feet of pull rope shall be doubled back into the conduit at eoch termination. PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes"', a #* of the Standard Specifications and these spectal provisions. Recesses for suspension of ballasts will not be required. I- * CONDUCTORS AND WIRING. Conductors and wirina shall conform to the provisions 'in W Section 86-2,08,, "Conductors," and Section 86-2,09., "'Wiring"t of the Standard Specificotions and these special provisions. CONDUCTORS - The Contractor shall use multi- conductor eiectrical cables for all c I' *ts except 1'ghting, camera detection and between the service switch and controller rcul cabinet, Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan ES 13. Splices shall be insulated by "Method B", The optical detector cable (3-M Opticorn Model 138 or equal) shall have four conductors of AWG #20 (7x28) standard individually tinned drawn wire to provide signal .4 integrity and transient protection. The individually tinned copper, color coded insulation shall be as follows: a, Orange for delivery of optical detector power (+ b. Negative return wire for optical detector power c. Yellow for optical detector signal #1 d. Blue for optical signal #2 T r he Contractor shall arrange for a qualified Opticom technician to be present at each sional turn on. A representative servicing the Bakersfield area may be contacted at (7145 321-7513. - The Insulation for all conductors shall be Type THW pofyvinyl chloride. SERVICE. Service shall conform to the provisions In Section 86-2.11, "Service", of the Standard SperC"fiCat"' 41 1, tons and these special provisions. Unless otherwise noted, service pedestal shall be Type III-BF, per Caltrans Standord Plan ES-2E, with a wi+ndow for photoelectric unit, and shall be furnished with a 60 amp, 240 volt, 3 pole main breaker and the following branch circuit breakers: No. Amps,. Phase Volts Branch Metered 1 50 1 120 Traffic Signal Yes 2 30. 1 120 Lighting No 3-6 5 1 120 Video Yes Increase main breaker as required for actuol load. The Contractor shall coordinate with P.G.&E. to make service connections to service points shown on the plans. The Owner will pay all required costs and fees required by the utility. Contractor shalt obtain necessary building permit for service pedestal. TESTING. Testing shoU conform to the provisions In Section 86-2.14, "Testing"', of the Standard Specifications. and these special provisions The signal shall not be placed in flashing mode, with siginal faces uncovered, prior to Functional Testing. Submit to City General Services Electrical Division for testing, FUNCTIONAL TESTING. All functional testing shall conform to the provtsions in Section 86 2.14C ""Functional Testing,"' of the Standard Specifications and the following paragraph: Functional test period is 'included in the number of working days to complete the project as described in contract for thi's project, The fourth paragraph of Section 86-2.14C "Functional Testing" of the Standard Specifications shall be amended to read as follows: Turn 'on of new or modified traffic signals shall be made only after -all traffic signal 4 circuits, including signal interconnection circuits, hove been thoroughly tested as Hied above. spect SIGNAL FACES AND SfGNAL HEADS. Signal faces, signal heads and auxiltory equipment, as shown on the plans, and the installation thereof, shall conform to the provisions in Section 86-4.01, "Vehicle Slgnal Faces", 86-4.02, "Directional Louvers", 86-4.031 "Backplates" and 86-4.06, "'Signal Mounting Assemblies", of the Standard Specifications and these special provislons. Housing, visors, directional louvers and backplates shall not be structural plastic. All lamps for traffic signal units shall be furnished by the Contractor. All signal faces shall be provided with 12-inch sections an I d red, amber, green, and respective arrow LED"' module type indicators. Tunnel visors sholl be on all signal heads. The fourth sentence of the first parograph of Section 86-4.06, "Signal Mounting Assemblies, of the Standard Specifications, shall be amended to read as follows, Post top slip-fitters and terminal compartments shall be cost bronze or hot-dip galvanized ductile 'iron. Each module, shall consist of an assembly that utilizes LEDs as the light source In lieu of an Incondescent lamp for use in traffic signal sections. The LEDs utilized in the modules shall be AlInGaP technology for red, amber and yellow indilcatlons,, or GaN for green indtcations, and shall be the ultra bright type rated for 100,000 hours of continous operation from 40*C to +74*C. The modules shall be rated for a minimum useful, life of 48 months. All modules shall meet all parameters of this specITICOtion during this period. The Individual LEDs shall be wired such that a costastrophic loss or failure of one or more LED unit will not result 'In, the loss of the entire module. Electrical: Power Comsumption Maximum power comsumption requirements for the modules are as follows: Maximurn Power Comsumption (in Watts) LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. Operation Voltage The modules shall operate from a 60 HZ,k3 HZ AC line over a voltage ranging from 95 volts to 135 volts. the. fluctuations of line voltage shall have no visable effect on the luminous intensity of the Indications. Operating voltacie of the modules shall be 120 VAC. All parameters shall be measured at thi's voltage. Power Factor The LED signal module shall have a power factor of 0.90 or greater. THD Total harmonic distortion (current and voltage) induced into an AC power line by a LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include- voltage surge protection to with- stand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS-2. 1992. The LED circuitry shall prevent perceptible f1licker to the unaided eye over the voltage range specified above. All wiring and terminal blocks shall meet the requirements of Se tion 13.02 of the c ITE Publication,- 9 EQW,Dment __gnd....M.gtgria1 Stgn,d'rds, Chapter 2 (Vehicle Traffic Control Signal Heads), Compatibility The modules shall be operotionally compatible with currently used controller assemblies (soild state load switches, flashers, and conflict monitors), Review TEES Chapters 3 and 6 for specifications on these devices. When a current of 20mA AC (or less) 'i's applied to the unit, the voltage read across the two leads shall be 15 VAC or less. The moduies and associated onboard circultry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart 8, Section 15 regulations concerning the emission of electronic noise. Photometric Requirements The minimum initial luminous intensity values for the modules shall be as stated In Table 2-2 and/or Table 2-4 at 25 C. f, The modules (excludina yellow) shall meet or exceed the illumination values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in in traffic signal operation over the operating temperature range. Yellow modules shall meet or exceed the 'I'llurninotion values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation at 25*C. The measured chrornaticall coordinates of the modules shall conform to the chromaticity requirements of �cble 2-6, throughout the useful life over the operating temperature range. Table 2-2 Minimum Initial Intensities for Circular Indications (in cd) Red Yellow Green Te-mperature 250C 74"C 25*C 74*C 25'OC 74"C 300mm circular 11 17 22 25 15 15 200mm circular 8 13 13 16 12 12 300mm arrow.- 9 12 10 12 11 11 Bicycle indication 11 17 22 25 15 15 PV *indication 11 17 22 25 15 1.5 Lane control (X) 9 12 n /a n /a n /d n /a Lane control n _n n/a n1a 11 7.5� ± 17.5 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape, size and color. Operation Voltage The modules shall operate from a 60 HZ,k3 HZ AC line over a voltage ranging from 95 volts to 135 volts. the. fluctuations of line voltage shall have no visable effect on the luminous intensity of the Indications. Operating voltacie of the modules shall be 120 VAC. All parameters shall be measured at thi's voltage. Power Factor The LED signal module shall have a power factor of 0.90 or greater. THD Total harmonic distortion (current and voltage) induced into an AC power line by a LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include- voltage surge protection to with- stand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard TS-2. 1992. The LED circuitry shall prevent perceptible f1licker to the unaided eye over the voltage range specified above. All wiring and terminal blocks shall meet the requirements of Se tion 13.02 of the c ITE Publication,- 9 EQW,Dment __gnd....M.gtgria1 Stgn,d'rds, Chapter 2 (Vehicle Traffic Control Signal Heads), Compatibility The modules shall be operotionally compatible with currently used controller assemblies (soild state load switches, flashers, and conflict monitors), Review TEES Chapters 3 and 6 for specifications on these devices. When a current of 20mA AC (or less) 'i's applied to the unit, the voltage read across the two leads shall be 15 VAC or less. The moduies and associated onboard circultry must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart 8, Section 15 regulations concerning the emission of electronic noise. Photometric Requirements The minimum initial luminous intensity values for the modules shall be as stated In Table 2-2 and/or Table 2-4 at 25 C. f, The modules (excludina yellow) shall meet or exceed the illumination values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in in traffic signal operation over the operating temperature range. Yellow modules shall meet or exceed the 'I'llurninotion values shown in Table 2-3 and/or Table 2-5, throughout the useful life based on normal use in a traffic signal operation at 25*C. The measured chrornaticall coordinates of the modules shall conform to the chromaticity requirements of �cble 2-6, throughout the useful life over the operating temperature range. Table 2-2 Minimum Initial Intensities for Circular Indications (in cd) Table 2-3 Maintained Minimum Intensities for Circular Indications (in cd) 200mm 300mm Angle.,,... v,h.1__, Red Yellow Green Red Yellow Green 2.5 2.5 157 3.14 314 399 798 798 2.5 7.5 114 228 228 295 589 589 2.5 12.5 67 133 133 166 333 333 2*5t±17.5 29 57 57 90 181 181 7.5j±2*5 19 238 238 266 532 532 7.53±7.5 105 209 209 238 475 475 7.5 12.5 76 152 15.2 171 342 342 7.5� ± 17.5 48 81 95 105 209 209 7.51±22.5 21 43 43 45 90 90 7.5p±27.5 12 24 24 19 38 38 12_.,5t±2.5 43 86 86 59 119 119 12.5t±7.5 32 76 76 57 114 114 12.5*±12,5 33 67 67 52 81 81 12.5*±17.5 24 48 48 40 81 81 12.5,±22.5 14 29 29 26 52 52 12.51±27.5 10 19 19 19 38 38 17.5j±2.5 19 7 0 38 26 52 52 17,51,±7.5 171 33 33. 26 52 52 17.5,±12.5 12 0 A, 24 26 52 52 17.5t±l 7.5 10 19 19 26 52 52 17.5�±22.5 7 14 14 24 48 4 8 , 17.5t±27.5 5 io 10 19 38 38 Table 2-3 Maintained Minimum Intensities for Circular Indications (in cd) Table 2-4 Maintained Initial Intensities for Arrow and PV Indications (In cd/m2) 200mm 300mm Green Red Yellow Green Red Yellow Green 2.5t 2.5 133 J 267 267 339 6/o 678 2,,51±7.5 97 194, 194 251 501 501 .2-5,.±12.5 57 113 113 141 2-8-3 283 2.5,±17.5 251 48 48 77 154 154 7.59±2.5 101 202 202 226 4 .5. , 2 452 7.5 7.5 89 178 178 202 404 404 7.5 12.5 65 129 129 145 291 291 7,51±17,5 41 81 81 89 178 178 7.5t ± 22.5 18 37 37 38 77 77 7.5,±27.5 10 20 16 32 32 12.5t±2.5 37 73 73 50 101 101 12*5*±7s5 32 65 65 48 97 97 12.5t±12.5 28 57 57 44 89 8zi 12.5,±17.5 41 34 69 69 12.5�±22,5 12 25 25 22 44 44 12.5s±27.5 9 16 16... 32 32 17.5*±2.5 16 32 32 .16 22 44 44 17.5,±7.5 14 28 28 22 44 44 17.5 12.5 10 20 20 22 44 44 17*5t±17*5 9 16 16 22 44 44 17.5,±22.5 6 12 12 20 41 41 17.51±27.5 4 9 9 16 32 3 2 Table 2-4 Maintained Initial Intensities for Arrow and PV Indications (In cd/m2) Table 2-5 . Minimum Maintained Intensities for Arrow and PV Indications ("in cd/m2) Red Yellow Green Arrow Indication 5,..500 11,,000 11,000 Bicycle Indication 5�500 51500 5,500 PV Indication future future future Lane Control (X). 5,500 n/a n/a Lane Control (Arrow)._,_ n./a. - n /9 11,000 Table 2-5 . Minimum Maintained Intensities for Arrow and PV Indications ("in cd/m2) Table 2-6 Chromaticity Standards (CIE Chart) Red Red Yellow Green Arrow Indication 5,500 11 t000 111000 Bicycle Indication 5s5OO.. %95$500- 515-00 PV Indication future future future Lane Control (.X)r 5o5OO n. La, n,Za Lane Control Arrow.) n/c__, n / 11,000 Table 2-6 Chromaticity Standards (CIE Chart) Red Y not greater than 0.308, or less than 0.988-x Yellow Y: not less than 0.411, nor less than 0,995-x, nor less than 0.452 Green Y: not less than 0.506-0.519x, nor less than 0.150+1,,068x, nor more than 0.730-x Physical and Mechanical Requirement.S. 0 LED traffic signal modules shall be des' igned"as retrofit replacements for existing # I optical units of signal indications and shall not require spectat tools for installation. See appropriate sections for Type 1 and Type 2 modules. Environmental Requirements 1"in The LED sicinal module shall be rated for use in the o. eratinq tem erature ramj'�' of 4*C (40"F) to +74*C (+1657), The modules shall meet all: specific'ations throughout, this ronge. Th e LED $i nal module shall be protecte'd against dust and moisture 'intrusion per 0 the requirements 0 NEMA Standard 250-1 99 1 for Type 4 enclosures to protect a I I internal components. Construction The LED signal module shall be a sin 110 self contained device, not requiring onsite 0 assembly for instailation into an existing trof 1C signal housing. The power supply for the module shall be integral to the unit, The cillrcuit board and power supPly shall be contained inside the module, Circuit boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment Specifications". The assembly and manufacturing process for the LED sig.anl assembly shall be designed to assure all internal components are adequately suppo rted, to withstand mechanical shock and vibration from high winds and, other sources, Materials Materials used for the lens and signal module construction shall conform to ASTM specifications for the materials. ,+her thn power supply or electronic components of the Enclosures containing ejo. IV;; signal module shall be made of UL94VO flame retardant materials. The lens of t -P the signal module Is excluded from this requirement. Module Identification Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month-year), and lot number as 'Identification permanently marked on the back of the module, The following operating characteristics shall be permanently marked on the back of I the module: rated voltage and rated power in Watts and Volt-Ampere., Each module shall have a symbol of the type of module (i.e. cir �cle, arrow, etc.) in the color of the module. The symbol shall be one inch (25.4 mm) 'in diameter. Additionally, the color shall be written out in 1/2 'inch letters next to the symbol. If a specific mounting, orientation is required,, each module shall have prominent and permanent marking(s) for correct indexing and orientation within a signal housing. The markings shall consist of an up arrow, or the word "UP" at "TOP", Type 1 Traffic Signal Module The following specification requirements oppy to the Type 1 module only. All general specifications apply unless specifically superseded in the section. Type 1 modules can be manufactured under this specificat ions for the following 'faces.-, 300 mm circular 200 mm circular 300 mm arrow Bicycle indication (future) Lane Control (future) Physical and Mechanical Requirements The module shall fit into existing traffic section housings built to the specfilcations detailed 'in ITE Publication-0, Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signat Heads). Each Type 1 module shall be designed to be installed 'in the doorfrarne with a one-piece EPDM (eth�ene propyiene rubber) gasket, The maximum weight of a Type 1 module sholl be 1.8kg (4 lbs). Each Type 1 module shall be a sealed unit to include all parts necessary for operation (a printed c"Ircuit board, power supply, a lens and gasket, etc.), and shall be weather proof after installation and connection, Two secured, color coded, 600 V', 20 AWG minimum, jacketed wires, conforming to the National Electric Code, rated for service at +105"C, are to be provided for electrical connection for each Type 1 LED signal modulel. Conductors for Type 1 modules shall be 1 rn in length, with quick disconnect terminals attached and shall conform to Section 86-4. OIC< "Electrical Components"', of the Standard Specifications. If specified 'in the purchase order, the module will be equiped with an adapter that will screw into the base of the medium base lamp socket. The adapter shall be able to accept the quick disconnect terminals at the end of the conductors for the module. The electrical contacts of the adapter shall be made of brass., Lens The lens of the Type 1 module shall be integral to the unit, shall be convex with a smooth outer surface made of plastic or of glass,,. The lens may be tinted or may use transparent film or materials with similar characteristics to enhance ON/OFF contrasts. The use of tinting or other materials to enhance ON/OFF contrasts shall not offect chromaticity and shall be uniform across the face of the lens, The LED signal module lens shall be U.V. stabilized ond $hall be capable of wil"thstanding Ultraviolet (direct sunlight) exposure for a min , j , mum period of 60 months without exhibiting evidence of deterioration. If a polymeric lens i's used, a surface coating or chernical surface treatment shall be used to provide front surface abrasion resistance. Type 2 Traffic Signal Module 0 t r+ i * 4 The following speclTication requirements apply to the Type 2 module only. All general specifications apply unless specifically superseded *in the section. Type 2 modules can be manufactured under this specifications for the following faces,: 300 mm circular 200 mm circular 300 mm arrow Programmed Visibility (red, yellow, green) Physical and Mechanical Requirements%, The module shall fit into existing traffic section housings built to the specfications detailed in ITE Publication.-- Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads), with the existinq lens, reflector and lamp socket remaining in place, and without modification to the housing. Each Type 2 module shall be designed to mount in the standard lamp socket normally used with an incadescent lamp. The maximum weight of a Type 2 module shall be 1.4kg (3 lbs). Type 2 modules shall be a sealed unit containing all components necessary for operation. The installation of a Type 2 module shall not require any removal of. or modification to the standard lamp socket or reflector. the installation of a T�pe 2 module shall not require 4y special tools. 300 rnm Arrow The followinq specification requirements apply to the 300 mm at-row only. All general 'fications apply unless specifically superseded in the section. spe-cf 1 10 The arrow module shall meet specifications stated in Section 9.01 of the ITE Publication, Equir)rnent ..g.nd Ngterial . Sta,ndards, Chapter 2 (Vehicle Traffic Control Signal Heads) for arrow indications, The LEDs shall be spread evenly across the. illuminated portion of the arrow area. 300 mm Bicycle The followinq, Specification requirements apply to the 300 mm bicycle only. All general ffications appTy unless specifically superseded in the section. specl The bicycle module shall meet approxi mate shape. and size specification as shown in Figure 6-1 for bicycle signal face. City shall make the final determination as to the final determination as to the conformance to, the intent, of the specification, 'The LEDs shall be spread evenly across the illuminated portion of the bicycle area. 300 mm Programmed Visibility (PV) The following specification requirements apply to the 300 mm PV only. All general specificat'i"ons apply unless specifically superseaed in the section. The module shall be a Type 2 module designed and constructed to be installed in a programmed V ibility (PV) signal housing with out modification to the housing. Isl 1 1 1 1 1 1 1 The LEDs shall be spread evenly across the module. 300 mm Lane Control The following specification requirements ap I to the 300 mm lone control module only. All specifications apply unless specifically supersede 'in the section. The lone control module shall meet approximate shape and size specification as shown in Figures 8-1 and 8-2 for lone control modules. City shall make the final determination as to the conformance to the intent of the specification. Three secured, color coded, 600 V, 20 AWG minirnum,,, jacketed wires, conforming to the National Electrical code, rated for, service at +105*C, are to be provided for electrical connection for each lone control LED signal module. Conductors for this module shall be 1 m in length, with quick disconnect terminals attached and shall conform to Section 86-4,01C "Electrical Components,"' of the 'tandard Specifications. The color code i's as follows.- Function Color neutraJ white red X red green arrow brown "The LEDs shall be spread evenly across the illuminated portions of this module. LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01., H igh ft # lntensity�--Discharge Luminaires, of� the Standard Specifications and these special provisions. Luminaires shall be furnished with 310-watt or 200-watt high pressure sodium lamps and integral ballasts as indicated on the contract plans. An in-line fuse shall be located in the pull box. PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in Sect - ion 86-6.07, "Photoelectric Controls of the Standard Specifications and these special provisions. Each luminaire shall be provided with a Type IV photoelectrical control. Internally illuminated street name signs will be controlled by a single Type V photoelectric control located in the service pedestal. (IISNS are not required for this project) PEDESTRIAN SIGNALS., Pedestrian signals shall conform to the provisions 'in Section 86-4.051 11 Pedestrian Signal Faces," of the Standard Specifications and these special provisions. Pedestrian signals shall be Type A, conforming to the following-., GENERAL Each module shall consist of' an assembly that utilizes LEDs as the light source in lieu of an incandescent lamp for use in traffic signal sections. The LEDs- shall ut"l*ze appropriate technology to achieve the required color and shall be 11 the ultra bright type rated for 100,000 hours of continous operation from 4*C to +74*C. 1*1 The modules, shall be rated for a minimum useful life of 48 months. All modules shall meet all parameters of thi's specification during this period. The individual LEDs shall be wired such that a castastrophic loss or the failure of one or more LED will result in the loss of not more than five percent of the signal module light output, Electrical Power Cornsumption Maximum power cornsumption requirements for the modules are as follows (in Watts): LED modules will have EPA Energy Star compliance ratings, If applicable to that shape, size and color. Operationol Voltage The modules sholl operate from a 60 HZ ±3 HZ AC line over a voltage ranginn zi from 95 volts to 135 volts. 'the fluctuations of line voltaqe shall have no visible effect !on the luminous intensity of the indications, Operating voltage of the modules shall be, 120 VAC. All parameters shall be measured at this voltage. Power Factor The LED signal module shall have a power factor of 0.90 or greater. THD Total harmonic distortion (current and voltage) induced into an AC power line y LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include voltage surge protection t; Withstand high repetition noise; transients as stated in Section 2.1.6 of NEMA Standar TS-2, 1992., The LED circuitry shoil prevent perceptible flicker to the unaided eye over the voltage range specified above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the I ITE Publication: Equ.ir.)m.enj-._gnd,, Chapter 2 (Veh*cle Traffic Control Signal" Stpanda Heads). 10 5*C 74*C H a n d - -0 12.0 "Walking" 9.0 12. LED modules will have EPA Energy Star compliance ratings, If applicable to that shape, size and color. Operationol Voltage The modules sholl operate from a 60 HZ ±3 HZ AC line over a voltage ranginn zi from 95 volts to 135 volts. 'the fluctuations of line voltaqe shall have no visible effect !on the luminous intensity of the indications, Operating voltage of the modules shall be, 120 VAC. All parameters shall be measured at this voltage. Power Factor The LED signal module shall have a power factor of 0.90 or greater. THD Total harmonic distortion (current and voltage) induced into an AC power line y LED signal module shall not exceed 20 percent. Surge Suppression The signal module onboard circuitry shall include voltage surge protection t; Withstand high repetition noise; transients as stated in Section 2.1.6 of NEMA Standar TS-2, 1992., The LED circuitry shoil prevent perceptible flicker to the unaided eye over the voltage range specified above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the I ITE Publication: Equ.ir.)m.enj-._gnd,, Chapter 2 (Veh*cle Traffic Control Signal" Stpanda Heads). 10 0 to 0 to F- CF) 00 < 100 0 Z 00 z LL_ < _j < LJ C) Uj 00 Lij (r.) 0 Lij Q < W M W LLL Compatibility The modules shall be operationally compatible with 'currently used controller assemblies (soild state load switches, floshers, and conflict monitors). Review TEES Chapters 3 and 6 for specifications on these devices. When a current of 20mA AC (or less) Is applied to- the unit, the voltage read across the two leads shall be 15 VAC or less., The modules and associated onboard circultry must meet Glass A ernission limits referred in Federal Comm u nications Commission (FCC) Title 47, Subpart B, Section 15 1 .1 * # 4 # reguiations concerning the emisst - on of electronic noise. ENVIRONMENTAL REQUIREMENTS The LED signal module shaH be rated for use in the operating tempercture range of 4*C (407) to +74"C (+165"F). the modules shall meet all specifications throughout this range. The LED signal module shall be protected against dust and moisture intrusion per the requirements of NEMA Standard 250-1991 for Type 4 enclosures to protect all Internal components, CONSTRUCTION The LED signal module shall be a single, self contained device, not requiring onsite assembly for installotion The power supply for the module shall be 'Integral to the unit. The circult board and power supply shall be contained Inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment Specifications". The -assembly and manufacturing process for the LED signal assembly shall be designed to assure all in-temal components are adequately supported to w"thstand mechanical shock and vibration from high winds and other sources. MATERIALS Material used for the tens and signal module construction shall conform to ASTM specifications for the materials. Enclosures contoining efther the power supply or electronic components of the sl'gnal module shall be made of UL94VO flame retardant materials. The lens of the signal module Is excluded from this requirement. MODULE IDENTIFICATION Each module shall have the manufacturer's name, trademark, model number, serial number, date of manufacture (month—year), and tot number as identification permanently marked on the back of the module. The fo-flowing operoting characteristics shall be permanently morked on the back of the module,,., rated voltoge and rated power in Watts and Volt—Ampere. If a specific mounting orientation is required, each module shall have prominent and permanent marking(s), for correct Ind-exing and orientation within c signal housing. The markings shall consist of an up arrow, or the word "UP" or "TOP". TYPE A PEDESTRIAN SIGNAL FACE (COMBINATIO-N RAISED HAND/WALKING PERSON SECTION) The following specifications requirments apply to the Walking Person section only. All general specifications apply unless specifically superseded In this section, GENERAL Pedestrian signal face modules shall be designed to mount be-hind or replace the # ro A existing face plate of existing Type "A" housing as specfT I i - ea by the requirements ',[n the ITE Publication: Eau.1*Dmen.t,,.,g._nd, Mo-ter."I'.p.[-g,....St-andardg,, Chapter 3 (Pedestrian Traffic Control Signal I'ndications). The design of the modules shall require a Specific mounting orientation. PHOTOMETRIC REQUIREMENTS Each module shall provi-de an average luminous intensity of at least 3,750 candela/m for "Hand"" and 5,300 candela/m for "Walking Person," symbol throughout the useful Iffe over the operating temperature range. The uniformity ratio of an Hfuminated symbol shall not exceed 4 to 1, between the highest luminance area and the lowest Juminance area in the module. I& The color output of the module shall conform to the requirements of Section 5.3 'in the ITE Publication: Ea ' u�," Dment..and -Motgrial Stan dord s.. Chapter 3 (Pedestrian Traffic Control Signal Indications). P), Hand" shall be Portland orange. Not greater than 0.39 nor less than 0.331 nor less than 0.997—x. "Walking Person" sholl be lunar white. x.- not less than 0.29.0, nor greater than 0.3,30, y: not less than 1.5x-0.175, nor greater than 1.5x-0,130. PHYSICAL AND MECHANICAL REQUIREMENTS The module shall be designed to be used 'in the pedestrian signal section as retrofit replacement for existing signal lamps and shall not require special tools for installation. The module shail fit into the existing pedestrian signal housing built to the PTCSH specifications without modification to the housing. The height of each symbol on the module shall not be less than 250 mm and the w idth of each symbol on the module shall not be less than 165 mm. I CONSTRUCTION f 0 1. The modules shall be a single, self—contained device, not requiring on—slte assembly r "nstallation, CERTIFICATE OF COMPLIANCE. The Contractor shall provide the Engineer a Certificate of Compliance from the manufacturer in accordance with the provisions of Section 6-1.07, "Certificates of Compliance, t$ of the Standard Specifications. The certificate shall certify that the LED signal :modules comply with the requirements of these specificat'lons. Said certificate shall also certify the LED signal modules conform to the pre—qualified and testing approval of CalTrans and was manufactured in accordance with the CalTrons quality control program. The certiticate shol I also include a copy of all 'opplicable test reports on the LED signal modules. REPLACEMENT MODULES, Two spare modules of each size and type used for each intersection Shall be furnished by the Controctor. X eA., t;;� GUARANTEE. LED signal modules sha,11 be guaranteed by the Contractor for a period of on e year starting on the day after the project 'i's accepted by the City. Modules that fail during this period shall be replaced at no cost to the City, except that City forces will change out the modules In the field. The replacement modules shall be deli'vered to the Engineer, or to the City Corporation Yard located at 4101 Truxtun Avenue ' within five working days ofter notification. The failed modules will be ma-de available to the Contracto,r at the above address at the some time as the replocement I's delivered. WARRANTY. The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED Signal modules for a period of 36 months after installation of the modules. Replacement modules sholl be provided promptly after receipt of modules that have failed at no cost to the City except cost of shipping of the failed modules. Alf warranty documentation shatl be given to the Engineer prior to in stall ation CONTROLLERS, CABINETS AND AUXILIARY EQUiPMENT, The contractor shall furnish the controller and cabinet ossembly for each location conforming to the City "Traffic Signal Control Equipment Specifications". The central pad on the Foundation Detail in State Standard Plan ES-48 shall be itncreased from! o height of 3.5" to a height of 12". �u Full compensation for cost— in —drilled hole concrete pile fo4 ndations shall be considered 4, * as included 'in the contract lump sum price paid for the item requiring foundations and no separate payment will be made therefore. GUARANTEE, The Controctor shall, furnish a written guarantee to the City on,, City Wed form, guaranteeing all systems, except traffic signal lamps, installed under th(S provil contract for period :of one (1) year from the dote of acceptance of the work. The uarantee. properly executed, shall be filed with the City before notice of Completion and inal acceptance is made by the City of the work described' on the plans and these speciol Provisions. The controller cabinet shall be equipped with two cabinet lights, one for the front and one for the rear doors and shall have a switch control at each door that energizes f I I I is opened, Fixtures shall be mounted on the inside both Hghts a-utomat'cally when e*th,er door * top of the cabinet near the front edge. Fixture shaff be provided with an F15T8 cool—white tamp operated from a normal power factor UL or ETL listed ballost. All Controller cobinets shall have, McColn's Troffic supply! document drawer model JC5-332drower-3 or equivolent, installed In cabinet. All spode lug connections within the 332 cabinet shall be crimped and soldered. 19. , STREET LIGHT BOX ADJUSTMENT. Frames and covers of existing street H, ht boxes shall be adjusted to grade in accordance with the provisions in Section 15-2...05, 31 "Reconstruction of the Standard Specifications, the details shown on the plans, these special provisions, and City Standard S-31. If existing street light box fram-es and covers ore damaged during removal, a new frame and cover shall be furnished. The surface of the concrete shall be protected frorn pedestrian traffic for a minimum of three days. MAINTAINING TRAFFIC. The Controctor shall furnish, install and maintain signs, lights, flags and other warnj*ng and safety devices when performing work which interferes with or endangers the safe movement of traffic on any street or highway, Signs, lights, fags and other warningnand safety devices and their use shall,,., conform to the requirements set.forth in the current Manual of Traffic Controls — Warning --> ns, Lights, ond Devices for Use in Performance of Work. Upon Highwa ubl"shed by the 'Sta?e' of California, Department of Transportation. Application YS$ p I and as directed by the Engineer. and use of devices shall be as specified The Contractor shall keep the Bakersfield Fire Department 'informed at all times as to the exact location and progress of the work and shall notify them immediately of any streets impassable for fire fighting equipment. The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience of the Standard Specifications, shall be amended to read as follows: Construction Operations shall be actively in progress only between the hours of 8.,-,30 a.m. — 4.*00 p.m., Monday through Friday, except legal holidays. Where construction pperations are actively in progress, a minimum of one traffic lane, not less than twelve feet Idth, shall be open for use by public traffic. Where construction operations are not in wl actively In progress, not less than two such lanes shall be open -for use by public t ra ff ic. Public traffic may be permitted to use the shoulders and, if half—width construction methods are used, may also be permitted to use the; side of the roadbed opposite to the one under construction. No additional compensation will be allowed for any shaping of shoulders necessary for the accommodation of public traffic thereon during paving operations. In order to expedite the passage of public traffic through or around the work and where ordered by the Engineer, the Contractor shall, at his own expense, furnish, install and 4 16 mantain constructi I on area signs, Iights,, flares, temporary railing (Type K), barricades, and other facilities for the sole convenience and direction of public traffic. Also, where directed .1 by the Engineer, * The Contractor shall furn"sh competent flagmen whose sole duties shall consist of directing the movement of public traffic through or around the work. When deemed necessary by the City, the signs "Road Construction Aheod" , No. C-18,and "End Con struction",C— 13, shall be furni'shed., installed and maintained by the Contractor at locations as directed by the Engineer at least 48 hours in advance of any construction. EXISTING HIGHWAY FACILITIES. The work performed in connection with various existing facilitles shall conform to the provilsions in Section 15, Existing Highway Facilities",-of the Standard Specifications and these special provisions. Exilsting City highway signs and street markers shall remain the property of the City. Such signs and street m-arkers shall be relocated and maintained during construction so as 91 to convey the some intent that existed prior to construction. Existing City highway signs and street markers shall be placed 'in their permanent position by the Contractor's forces prior to completion of construction. Signs removed from the proJect area shall be delivered to the City Corporation Yard at 4101 Truxtun Avenue. ROADSIDE SIGNS. Roadside signs shall conform' to the provisions in Section 56-2, "Roodside Signs", of the Standard: Specifications and these special provisions. Miscellaneous roadside signs sholl conform to City Standard TS-4,- WARNI NG— REGULATORY SIGNS. Sign panels shall be mounted on posts with Hawkins M'2G series bolt and vandal proof nut assembly or equal. Roadside signs installed per Standard T-19 shall be relocated within sidewalk 6 inches from back. SIGN S—MEASUREMEN T. S,igns ground mounted on steel posts shall be measured by the unit. One or sign panels mounted on a single post installation shall be counted as one un it. Signs mounted on the signal most arm or signal pole standard shall be included 1P in the lump sum price paid for the traffic signal. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markings to be removed will be as shown on plans and as designated by the Engineer. Traffic stripes and pavement markings shall be removed to the fullest extent *ble from the pavement by any method that does not materially damage the surface or Possl texture of the pavement or surfacing. Where blast cleaning is used for the, removal of pointed traffic stripes and pavement markings, the area shall be shielded so that no material from the blasting operation is allowed to enter the area that is open to the public traffic. Sand or other matedal deposited on the pavement as a result of removing traffic stripes and markings sball be removed as the work progresses. Accumulations of Sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted. Traffic stripes shall be removed before any change 'i's made in the traffic pattern. Blast cleaning for removal of traffic stripes shall be feathered out to irregular and Wths. Pavement markings shall be removed by blast cleaning a rectangular area, varying wi rather than just lettering or markings, so the old messa-ge cannot be identified. After removal of traffic stripes and pavement markings, a fog seal coat shall be applied 'in conformance with the provisions, in Section 37, Bituminous Seals", of the Standard Specifications and the following: In traffic stripe removal areas, the fog seal coat shall be applied over the traffic stripe removal area and to Irregular and: varying widths with an average width of 2 feet on each s ide of the blast cleaned traffic stripe removal area. In pavement marking removal areas, the fog seal coat shall be applied to the blast cleaned rectangular area. Full compensation for furnishing and applying fog seal as specified he-rein shall be Wered as 'Included In the contract price paid per square foot for removal of traffic consi stripe and pavement marking and no separate payment will be made therefor. Nothing in these special provisions shall relieve the Contractor from Ws responsibilities Wed in Section 7-1,09, "Public Safety," of the Standard Specifications. as provi TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markings shall be thermoplastic and shall conform, to Section 84-2, "'Thermoplastic Traffic Stripes and Pavement Markings, $$ of the Standard Specifications, PAVEMENT MARKERS. Pavement markers shall conform to Section 85 0 "Pavement Markers" of the Standard Specifications. TRAFFIC DELINEATION. Immediately after any construction operations where 1� traffic delineation is obliterated or when directed by the Engineer, the contractor shall replace all obliterated pavement delineation with temporary delineation during the same work period., and in no case later than 7:30 a.m. following such work period. Temporary delineation consists of reflective traffic line tape applied in pieces not less than 4 inches long nor less than 4 inches wide, spaced no more than 20 feet apart on 4 tangents and no more than 10 feet, apart on curves. Apply reflective traffic line tape in P # accordance with the manufacturers instructions. Temporary de-lination must be the some color as the permanent delineaflon. Remove temporary delineation applied to asphalt concrete patches immedia.tely prior to applying asphaltic emulsion tockcoat for asphalt concrete overlay. Traffic stripes and pavement markings shall conform to Section 84, "Traffic Stripes & Pavement Markings, of the Standard Specifications and these special provisions. Traffic stripes and pavement morkings shall be thermoplastic and shall conform to $ 10 Section 84-2, 'Thermoplastic Traffic Stripes and Pavement Markings". The first sentence of Section, 84-2.01 "Materials" shall be revised to read.. The thermoplastic materials shail conform to State Specification 8010-21C-19. Pavement markers shall conform to Section 85 "Pavement Markers," and these special provisions* Pavement markers shall be placed with rapid- set epoxy per Section 95-2.04 of the Standard Specifications. VIDEO VEHICLE DETECTION SYSTEM Contractor furnished vehicle detection equipment will be -as follows.1, 4—EDGE2—IN Edge2 Processor, Single Camera Input Includes.- SURGEVAN, IVRAS, FCABLE, mouse, EDGE2MANUAL, -and right angle BNC adapter. 4—EDGE2EM2 2 Channel Extension Module includes: CAT 5 Interconnection Cable,. 4—Camers, Variable Focal Length 'Includes,:: Connector CAM—RZ3. Universal Camera Bracket CAMBRKT4 2 each BNC Connectors, Due-tsch Power Focal length as shown on the plans or as spe6f"'ed by the con-tractor, Video, Processors will be 'installed by Iteris or, Synchro,nex. The Contractor shall contact Janna McKahonn from Synchronex at (714) 931-7631) 4 two weeks proir to the signal being turned on. The representative from Synchronex signal, must have completed programming the video sl,gnal system before the: Is activated. The video cable (Belden #8281) shall be supplied and ibstalled by the Contractor from the Camera to the controller cabinet, The video cable sholl run from the video Camera continuous frorn camera pi'gtail connection to the signal controller cabinet. Splicing w ill not be allowed., Camera video cable and power cords shall enter Juminaire arm I and utilize a 2 foot drip loop. Connectors shall be 'installed by the video technician in the field. Connections at cameras shall be appropriately wrapped and weatherproofed.. WARRANTY, MAINTENANCE AND SUPPORT The video detection system shall be worranted by its supplier for a minimum of two (2) years. Ongoing softwore support by the supplier shall include, updates of the AW ond supervisor software. These updates shall be provi'ded free of charge dur'ing the warranty period. The supplier shall maintain a progrom for technical support ond Software up-dates following expiration of the.,warranty period. This pro-gram shall be mode: a-vailable to the 0ty in the form of a separate agreement for continuing support., PREEMPTION SYSTEM. The contractor sholl provide a fully operational reemption system. The contractor shall furnish and 'Install Opticorn 711 (Single Unit) pree"mption devices as indicated on the signal plans "ncluding all cables and mounting hard'-ware. I The contractor shall also furnish and install an Opticom 754 phase selector unit in the controller cabinet. Exact preemption hardware mounting, placement shall be determined by the Engineer in the field. The optical detector cable (3—M Opticom Model 1,38 or equal) shall have -four conductors of AWG #20 (7X28) stranded in diVidu ally tinned drain wire to provide signal integrity and transient protection. The fndi'Vidually tinned copper, color—coded insulation shall be as follbws. a. Orange for delivery of optical detector power (+) b. Negative return wire for optical detectorr power c. Yellow for optical detector signal #1 d. Blue for optical detector signal #2 TRAFFIC SIGNAL INTERCONNECT. Signal Inter-connect Cable shall be six or twelve pair as shown on the plans and shall conform to the provisions in Section 86-2.,08E, 7SIgnal Interconnect Cable," of the Standard Specifications ond these special provi'sions., The conductors shall be so-lid #19 AWG anneoled �copper 'in twisted pairs, 'The conductors shall be no less than 4 tums per 14 inches far twelve pair cable and 3.5 turns per 14 "nches for six pair cable. The cable shall have a corrugated copolymer— coated 8—mil aluminum tape applied lonaiTuainally, over the core wrap. These cables must meet the requirements of PE-34- and ANSI/ICEA S-84-608-1988., q� A pull rope conforming to Section 86-2.05C "Install ation "' of the Standard Specffl- cations shall be included in all *Interconnect conduit for installotion of future conductoIrsi. 0 Z 00 0 X 0 z U_ < D _j < LIJ LJ 00 LIJ 0 0 LLJ 0 co N CNN 00 N Uj D D AW1 Ami� ni; RECOR, R WN _40� mi (ZOO) W Z UW 0 "WSW oco CMOs,) a" 0 cm 0 for 40 V) z 0 Uj f2 �2 '77' cd c6 cci d C5 d W CC CL CWL CL- Cc LCV _E� _,�z 00 C) -'Z ZZ i lqd- LO t__ WN _40� mi (ZOO) W Z UW 0 "WSW oco CMOs,) a" 0 cm 0 for 40