Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6820.23TRAFFICSIGNAL_GOSFORDVILLAGE_PG1
I INDEX OF SHEETS CCAL_-I~RANS STANDARD PLANS I E`.)'-lA ES-4B ES-6RA T-11 CITY OF BAKER SHEET TITLE = N Y I I ERSFIELD I ~ N 1 , COVER SHEET O , ES-1B ES-5A ES-6S T-12 2. GOSFORD ROAD AND PANAMA LANE ES-2D ES-5B ES-6T T-13 KERN COUNTY CALI CALIFORNIA Z = 3, GOSFORD RD. & HARRIS RD. ES-3A ES-5C ES-8 4, GOSFORD RD. & SECOND ENTRANCE ES-3B ES-5E ES-10 _ PLANS 5. GOSFORD RD. & MAIN ENTRANCE ES-3C ES-6A ES-11 TRAFFIC SIGNAL PL, 6. GOSFORD RD. & THIRD ENTRANCE ES-3D ES-60 ES-13 O n, 7, SPECIFICATIONS n N c' ES-3E_ ES- 6R ES FHB GOSFORD VILLA F C1+ o co LLAGE g. SPECIFICATIONS o Y Q - o_ O J Q'n _ W U 00 O J W w c0 O 1~l1 N M s 00 W o Y ~ I s x-1 BAKER EC~D C 1,t, IAN-~AI~L) S-36 T-4 S 2 5 T-5 SE"IR STARDAW ROAD ,I I, 5-31 - k~,1l,nl. S-41 OAKERSF[LD Mwnmcx Rw I t HIGHWAY HIGHWAY -,10 " f! S - 40 BAKERSFIELD PR'? • 4r , sPe NOT : SsM JDA" R04DALI HWY. R f ! Z~RR ALL UTILITY LOCATIONS SHOWN ARE APPROX- sroomut + I . HI Hwy, A 30 ' I IMATE AND ARE SHOWN FOR INFORMATIONAL l1~ b s k RD PURPOSES. CONTRACTOR SHALL CALL USA AT RD (800) 642-2444 AND VERIFY UTILITY LOCATION 48 HOURS BEFORE STARTING CONSTRUCTION. peKAMA _ NOTE: 1. PRIOR TO THE START OF ANY PHASE OF PROJECT r w/ ON THE ENGINEER ASSUMES NO RESPONSIBILITY > v~A p . FOR UNDERGROUND UTILITIES OR FACILITIES CONSTRUCTION, THE CITY CONSTRUCTION LOCATION `AWAA FO. u.wa. SHOWN OR NOT SHOWN. INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 " IAM I AM, )N I gUN1AM/ BOIAEVNID 2. COMPACTION TESTS HALL BE THE SUBDIVIDERS avN raNUw eou RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY 9 ENGINEER. i 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT 9 ZNZ HALL REQUIRE A CERTIFICATE OF COMPLIANCE O STATING THAT THE REQUIREMENTS do STANDARDS e AS SET FORTH BY THE CITY OF BAKERSFlELD r ENGINEER'S STATEMENT HAVE BEEN MET. 41%t THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY 3 DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, P AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY VICINITY MAP OR OTHER REVIEW BOARD. > I AM ONSIBLE FOR ALL CALCULA IONS AND DRAWINGS ON THESE PLANS Y NO SCALE AN ANY nRORIS NS, VI TIONS OF THOSE ORDINANCES, NDARDRI RJ HE CORRECTED DURING CONSTRUCTION. O C.~ w- 7- L q.x I CL APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE H 77 a EXP. 6- 30- 06 i as 11 Ott . II { 11 "t f - - ~ f W I~ saw _ l Penn ;l yli~IIL,I i.: I I snoo~ >TDlI ll - I rL J it t1,1 uLS1 f 11, Pod G j "Z T.., I.:L fT.l! 1 I E i ~ , I ~ i oWE r = V.iO B FF 1e .~__.-~•t C'~ _.PeA F/ ~6 PW fT I, W % . I f Pod G Pad D .r wm I APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE _ R.C.E. 39880 EXP. 12-31-05 (n 1 / I - ~ .r ~ , ~ NRli9l.C110R1 1 ' 1V' ~ ~ _ NIERYC710N NRRYCigR 1 _ N I Mivrscna 1 ~ 1 9(a1NlIID 1 1 1 - - - ` 1 NR7f4CIgR SALES MAP LOT COR. GOSFORD ROAD r i ♦ n, i ♦ i PER P.M. 10465-PHASE 0 I" i i FD. CAB CONC. MONT. O I LT OF EE SECTION ON LINE P,M. BK. 51. PAGE 196 E Y. COR. SEC. 20, 30/27 EAST FD 2' I.P. W/KCS TAG Q U E MRKD. FOR COR. (FLUSH) FD C.O.B, CONC. MONT. MKID - RECORD D PER C.C.B. N.E. CDR. SEC. 20, 30/27 FOR COR.IN LAMPHOLE. F.B. Isa, Pc. 79. REVIEWED BY: r.~L - ASSISTANT PUBLIC WORKS DIRECTOR v TRAFFIC ENGINEER 3 LOCATION MAP A NO SCALE f r 0 z - 39~ [ !Y NOTES ~ I I O LE LEGEND m All equipment and materials shall be furnished by the contractor. ® m Provide Type 170E Controller with 412c prom module and the latest Bitrans local controller program with a SIGN O SIGNAL STANDARD (REFER TO POLE SCHEDULE) Model RM 404 G.D.I.modem and 332 Cabinet assembly. Service shall be 120v/240v Type III-BF, provided ? by Contractor. Raise pedestal for 332 Cabinet to 12" height. CON CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) IM Pull box in front of controller shall be /6. All others shall be /5 unless otherwise noted. N >v P.G.&E. power point will be installed by others. Contractor shall Install conduit from power point to pull box FUTURE I SCALE: 1" = 20' 04 -*11-- SIGN 04 4H SIGNAL HEAD WITH PHASE p and make connections for power. {l Luminaires shall be cutoff type, 310 W. HPSV. e; f ® I O LUM LUMINAIRE -MOUNTED ON SIGNAL STANDARD ® All new signal indications shall be 12 inch. O FUTURE FUTURE LOCATION O 04 I 04 8P LOCATION B PEDI l 8 PEDESTRIAN SIGNAL ® Install Iterls cameras on luminaire most arms. W i 03 0g 08 © FUTURE Locate cameras 3' from center of luminalre. All wiring is to be internal to poles and mast arms to the 04P 10 4~ 04P ' AUT i AUTOSCOPE CAMERA maximum extent possible and shall exit mast arm at a point 4' from center of luminaire. I 3 TEMP. 3 et I I PUL 17 R73~ or, RUN TEMP. m Street name signs and hangers shall be furnished and installed by Contractor. Street r ( 1 PULL BOX name signs shall be most arm mount street sign plates per COB Standard Detail T-20. _ TEMP. LOCATION 06 TEMP. . oc, I TEMP. L.OCATI N I EX ENO EXIST. 2 EA. ® All pedestrian Indications shall be new, international symbol type as detailed in the specifications. Y' I SIGNAL CONTROLLER FUTURE CURB do GUTTER - y ~ ®Ail unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant /2 at Mt. Vernon Ave. - - - - TEMP.Q ~ ELEI I../ ELECTRICAL SERVICE PEDESTAL south of Fwy. 58. Contact Frank Young prior to delivery at (805) 326-3152. Opole location indicated on the "Pole Schedule are approximate. Final location of the standards shall 0 P ZL TURE CURB do GUTTER 3"I TRAFFIC CONDUITS i TRAFFIC CONTROL SIGN (AS INDICATED) be 5Y behind flowline as directed by the Engineer at the site. PROPOSED EP 06 i TRA 06\ ® CAL I CAL-TRANS TYPE IV ARROW (DIRECTION AS INDICATED) 11 All utility locations shown are approximate only and represent the beat Information supplied by the various utility companies. Final responsibilty for locating utilities in the field lies with the Contractor. ® Contractor sholl remove striping and pavement markings as indicated on the plan, rn TYPE I /BARRIO DE EXIST. EP PRE ~p PREEMPTION DEVICE OPTICAL DETECTOR by obliterating a rectangle whose limits ore the edge of each word. Under NO ~i " 06 / PER STD. PLAN S-5F ( (OP (OPTICOM 711 - SINGLE UNIT) circumstances are the letters to be removed individually. rn o m PROPOSED EP~ ® Existing sidewalk shall be removed and replaced as necessary to complete all construction. a N Sidewalk may only be removed and replaced in complete panels. o 2 ono S S S ® Conduit crossings shall be bored except as otherwise permitted by the City Engineer. Z t~ , I v Q J I - 17 R73-2 ' ® Refer to "Interconnect Conductor Schematic hereon for requirements for new conductor. w a, Refer to City of Bakersfield Interconnect plans for existing Interconnect conduit to the North and South. = Co 01 ® Provide thermoplastic striping and pavement markings as shown. Refer to Street Construction Plans for remaining 3 ° 05 LJ /-I ~ij 0 U_ to 0 V) requirements and additions to existing striping and pavement markings. - I [171 R7 3 - []Provide traffic control sign mounted on most arm/signal standard. (Type as Indicated) `V w m ST_A 10+00,00 (n Provide traffic control sign, ground mounted. (Type as indicated) a 1 g GOSFORD RD. 02 ®Fumish and Install Opticom 711(Single Unit) preemption devices as Indicated on plane Y I Including all cables and mounting hardware. The contractor sholl also furnish and install an Opticom 754 p selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exec PROPOSED EP preemption hardware mounting placement shall be determined by the Traffic Engineer in the field. o 11" ~ 0 EXIST. E 02 02 Contractor shall provide an Opticom technician with J & J Inc. at (714) 321-7513. The Opticom representative- must be contacted 48 hours prior to signal initialization. 02P 4 7 REMOVE AND SALVAGE. TAKE SALVAGED PARTS TO ti Ng # f~ O 1 r 1 C.O.B. CORPORATION YARD. j TEMP. j. TEMP. LOCATION f7' ze FUTURF FUTURE (f) 'I CURB & GUITER 0 02 PPB - (i_7] R 73 3 - - - - TEMP. - X01 o Td13R 2 'I 'I 02~\ TEMP 01 RUN 04 07 \ 04 0 \ FUTURE 0 04 0 LOCATION ©jl R96 ® U \ (9~ - l ~ 1 O C(n II 01 a 05 02 h IS EXTEND EXIST 2 EA. I 13" TRAFFIC CONDUITS I W I. ZL II~ ~ I IIAd 08P 2 P C - ti ~ IIm i 0T) 0 7 W 00 rY I I I c j LJ l ~~o W III I ' C) 5 s2 k e6 I D 01 x 06 - i t 08 4 c; I I' i i I C'L i g I II ` V J N011 : SFE STRIPING PLANS IN STREET PLANS FOR EXISTING STRIPING AND PAVEMENT MARKINGS CONTROLLER DETAIL - TO BE REMOVED AND LOCATIONS OF NEW STRIPING AND PAVEMENT MARKINGS. (SCALE: 1"=10') 04 k0 03 xo ~r Z POLE SCHEDULE s a MAL$T SIGNALS SIGNS LOC. STANDARD LIGHTING wALx w-ow Pre - REMARKS CNAL VE HICL.E DON'T WALK 0 ST NAME SICN 15 V- - STA. 10+62.09, 87.001-1. OA J 61A-5-80 6 - MAS GOSFORD ROAD LT-MAT SP-1-T 08 06 MOUND-TR73PRRE EEMPTION OPTICAL DETECTOR CONDUCTOR SCHEDULE 2" 2"13-L2: 2" 2" 3 2" OO Q O iq TV-2-T SP-1-T 06 08 CE STA. 10+77.00. 72.09LT. NQVIT_SIZE 2" 2., 2,. 2"-.-2" 2" 4 2" 2" 2" 3" 2 2" 2" 3" 3., 2 2. 2" 3 TEMP. CE STA. 10+77.00, 44.64LT. CONDUCTOR RUN 1 2A 5 7 Al Ag/l 1 N N N N N N N N I O 15 SV-1-T ~ STA. 10+86,38, 59.12R1 NEW OR (EXIST. N N N N N N N N N N E N N N E E N N N N N n en MAS CP_1_T 02 09 PANAMA LANE fib -o-7,K-'% 2%k rntini1CTf1R 4 1 1 1 1 2 2 2 1 2 1 1 4 03 k 01 l 1 I 04 k 0l?a I I I St (n 60 MAS 1 1 1 1 LT-MAT MOUNT PREEMPTION OPTICAL DETECTOR 9 CONDUCTOR 1 1 1 1 1 1 - 5 CONDUCTOR 1 1 1 1 1 1 2 2 2 2 2 2 n t o TV-2-T SP-1-T 08 02 rE STA. 10+71.59, 73.85RT. 10 LIGHTING 2 2 2 2 2 2 2 2 2 2 15 SV-1-T STA. 9+37,91, 87.OORT. O 61A-5-80 - MAS GOSFORD ROAD 60 M ©_R73-3, R96 LT-MAT COVERT 04 02 MOUNT PREEMPTION OPTICAI DE TEC I OR H C STA. 9+23.00. 72.09RT. O IA TV-2-T SP-1-T 02 04 TEMP. STA. 9+49.02, 32.39RT. - - - - - - - - SV-1-T RG59 AUTOSCOPE 4 1 1 1 2 2 2 1 1 2 1 1 1 1 4 1 F 3 r605 CL STA. 9+12.43, 62.09LT. - TOSCOPE P 3 - 3 3 3 3 3 3 3 3 MAS 61A-5-80 MAS SP-1-T 06 04 PANAMA ROAD ©_R73-2 12 AU 3 3 3 3 3 3 3 - - CV 40 C LT-MAT MOUNT PREEMPTION OPTICAL Df 11 CTOR 2 SERVICE PRIwARY 3 1 SIGNAL PHASE DIAGRAM CE STA. 9+27.38, 77.15LT. 1 6 SERVICE SECONDARY 2 2 L O 1A TV-2-T COVER SP- 1-T 04 06 TEMP q STA 9+79.38, 71.50L1 12 PAIR INTERCONNECT 1 1 i LEGEND LEGEND NOTES m All equipment and materials shall be furnished by the contractor. O M Provide Type 170E Controller with 412c prom module and the latest Bitrans local controller program with a TO POLE SCHEDULE) SIGNAL STAI Model RM 404 G.D.I.modem and 332 Cabinet assembly. Service shall be 120v/240v Type III-BF, provided SIGNAL STANDARD (REFER ~I CONDUIT RU CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) 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. 04 o}- SIGNAL HEA OF- SIGNAL HEAD WITH PHASE 19 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. LUMINAIRE - LUMINAIRE - MOUNTED ON SIGNAL STANDARD ® Luminaires shall be cutoff type, 310 W. HPSV. O it ®All new signal indications shall be 12 inch. B PEDESTRIAN PEDESTRIAN SIGNAL ® Install Iteris cameras on luminalre mast arms. 4 AU70SC0PE 1 AUTOSCOPE CAMERA Locate cameras 3' from center of luminoire. All wiring is to be internal to poles and most arms to the f 1z maximum extent possible and shall exit most arm at a point 4' from center of luminoire. 1 PULL BOX I PULL BOX m Street name signs and hangers shall be furnished and installed by Contractor. Street it name signs shall be most arm mount street sign plates per COB Standard Detoil T-20. ,j C SIGNAL CON SIGNAL CONTROLLER ® AII pedestrian Indications shall be new, international symbol type as detailed in the specifications. li/ ELECTRICAL (I I ~ II ELECTRICAL SERVICE PEDESTAL ® AII 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) 326-3152. _ TRAFFIC CONTROL SIGN (AS INDICATED) ® Pole location Indicated on the Pole Schedule are approximate. Final location of the standards shall TRAFFIC CO i i : be 5' behind flowline as directed by the Engineer at the site. I CAL-TRANS ~i 4 79, CAL-TRANS TYPE IV ARROW (DIRECTION AS INDICATED) ® AII utility locations shown are approximate only and represent the best Information supplied by the various I j utility companies. Final responsibilty for locating utilities in the field lies with the Contractor. SCALE: 1" = 20' I ~y PREEMPTIOf Ep PREEMPTION DEVICE OPTICAL DETECTOR ® Contractor shall remove striping and pavement markings as indicated on the plan, . ® (OPTICOM 7 OPTICOM 711 -SINGLE UNIT) byy obliterating a rectangle whose limits are the edge of each word. Under NO M n l ( circumstonces qre the letters to be removed individually. ~ o 04 D Existing sidewalk shall be removed and replaced as necessary to complete all construction. o z 00 Sidewalk may only be removed and replaced In complete panels. 0 2~ -t r ~l 03 08 08&0~, / 04P AnillilillillillillllIIIIIIIIIIIIIIIIIIIIIIililllllllllllllI 17 R73-3 03 06, - « -r- - Q Conduit crossings shall be bored except as otherwise permitted by the City Engineer. J a i t` 1 Uj co ® Refer to Interconnect Conductor Schematic' hereon for requirements for new conductor. W U 06P 05 Refer to City of Bakersfield Interconnect plans for existing Interconnect conduit to the North and South. o G r ® Provide thermoplastic striping and pavement markings as shown. Refer to Street Construction Plans for remaining - requirements and additions to existing striping and pavement markings. o Q m ® Provide traffic control sign mounted on most arm/signal standard. (Type as indicated) Y s a ® Provide traffic control sign, ground mounted. (Type as indicated) m r- i I ® 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 phoAe` M selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exact Q I preemption hardware mounting placement shall be determined by the Traffic Engineer in the field. r- ~I Contractor shall provide on Opticom technician with J & J Inc. at (714) 321-7513. The Opticom representative 06 - must be contacted 48 hours prior to signal initialization. r N ~b . 6 - 1 1 R 73- 3 01 - - 05 17 R73-3 - STA. 36+43.77 i GOSFORD RD. 0 1 lE A I' 5 6 m i~ 11 i 0 •1 k s5 02 k 05 T 02 - - - - - - - 01 17 R73-6 02P 08 ti N w 08 08&01 K ~ I 02 ¢17 Oaa C [1-7 02P 17 R73-3 PIP- m O 4P 4 04 7 06 7 -7 Al D 01 & 06 - Y •z ak •s 08&01 1 05 1 - O CB) ~I i NOTE: SEE STRIPING PLANS IN STREET PLANS FOR EXISTING STRIPING AND PAVEMENT MARKINGS TO BE REMOVED AND LOCAHONS OF NEW STRIPING AND PAVEMENT MARKINGS. o ' I li 04k• 03&0 I 1 a: . L POLE SCHEDULE MA SIGNALS LSTNAME NS REMARKS C.) LOC. STANDARD uAR HI WALK w-Ow pre '~`IENAl3r VE CLE DON'T WALK 0 0 SIGN CONTROLLER DETAIL 3: 15 V-1-T- (i STA. 36+89.02, 86.93LT, (SCALE: 1"=10') _~i otf , A 24A-4-80 MAS GOSFORD ROAD ~J 40 LT-MAT SP-t--T 08 06 ©UNT7PREEMPTION OPTICAL DETECTOR CONDUCTOR SCHEDULE ~ U LE 2" 3- 3" 2• 2" 2" 3,. 2.. 2" -3 1A TV-2-T SP-1-T 06 08 CL STA. 37+05.07, 70.94LT. N IT~1 2" 2 2" 2" 2" 2" 4" 2" 2" 2" 3" 2" 2" 2" 3" 3" 2" •3 R ♦ - I 04 k . S a: SV-t-T STA. 37+16.75. 58.OORT CONDUCTOR RUN 4 A A i Ax iAAAAAALELL 01 I N E E N N N E N N N N Il O ~ © 61 A- 5-80 60 MAS SP-1 - T 02 08 HARRIS ROAD © -R73-3 NEW ~E)XIST. N N N N N N N N N N E N N N E E N 2 2 1 1 4 C-.) L LT-MAT MOUNT PREEMPTION OPTICAL DETECTOR 28 CONDU_C_TOR 4 1 1 2 9 CONDUCTOR - 1 t 1 1 1 1 1 I 1 1 1 1 1 1 1 C~d 0 I 1 1 1 1 i r-- { O 02 STA. 37+00.75, 74 OOR 1 5 CONDUCTOR 2 2 2 2 1 2 2 1 i 2 1 1A TV-2-T-5 $P-1-T 08 2 2 2 2 2 2 n, _ 10 LIGHTING 15 MAS GOSFORD ROAD CE STA. 35+98.75, 84.OORT. O 29A-5-80 50 - - LT-MAT $P-1-T 04 02 ©-R73-6 Cd MOUNT PREEMPTION OPTICAL DETECTOR STA. 35+82.75, 68.OORT. lA TV-2-T SP-1-T 04 04 15 SV-1- STA. 35+70.91, 61.OOLT. - - 2 2 1 1 1 1 4 61A-5-80 60 MAS $P-1-T 06 04 HARRIS ROAD R73-3 RG59 AUTOSCOPE 4 1 1 t 1 2 _ 3 3 3 3 3 s- 3 SIGNAL PHASE DIAGRAM MAS LT-MAT MOUNT PREEMPTION OPTICAL DETECTOR 12 AUTOSCOPE P 3 3 3 3 3 3 2 SERVCE PRwARY 3 M - STA, 35+86.90, 16,961 T. _ _ 40 f { 1A TV- 2- T Sp-1-1 04 06 19 A6 SERVICE SECONDARY 2 2 1 1 PE 39 1 12 PAIR INTERCONNECT i I f ou f' NOTET N !'i m Ail equipment and materials shall be furnished by the contractor. i m Provide Type 170E Controller with 412c prom module and the latest 81trans local controller program with Model RM 404 G.D.I.modem and 332 Cabinet assembly. Service shall 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. A ® Luminaires shall be cutoff type, 310 W. HPSV. I~ 04 A ® All new signal indications shall be 12 Inch. ® Install Iteris comeros on luminoire most arms. - O O All wiring is to be inteal to piles and most arms to the Locate cameras 3' from center of luminoire. rn maximum extent possible and shall exit most arm at a point 4' from center of luminoire. M Street name signs and hangers shall be furnished and installed by Contractor. Street 06 name 9" shall be most arm mount street sign plates per COB Standard Detail T-20. ® All pedestrian indications sholl be new, international symbol type as detailed in the specifications. ® All unused, salvaged material sholl be delivered, by the contractor, to Wastewater Plant X12 at Mt. Vernon Ave. south of Fwy. 58. Contact Frank Young prior to delivery at (805) 326-3152. Q Pole location Indicated on the Pole Schedule are approximate. Final location of the standards shall °o n be 5' behind flowlne as directed by the Engineer at the site. © All utility locations shown ore approximate only and represent the best information supplied by the various N N utility companies. Final responsiblity for locating utilities In the field lies with the Contractor. z m ry U KO v 06 ®Controctor shall remove striping and pavement markings as indicated on the pion, I I [7] R34 - ' R96/96A byy obliterating a rectangle whose limits are the edge of each word. Under NO Z I I l__ t '1 circumstonces are the letters to be removed individually. w (2 EA. SAME POST) ® Existing sidewalk sholl be removed and replaced as necessary to complete all construction. _ Sidewalk may only be removed and replaced in complete panels. w D 18 R96/96A 06 i(2 EA. SAME POST) 1® R34-2 []Conduit crossings shall be bored except as otherwise permitted by the City Engineer. r- `O ® Refer to Interconnect Conductor Schematic" hereon for requirements for new conductor. I x I { Refer to City of Bakersfield Interconnect plans for existing interconnect conduit to the North and South. a 4 05 ® Provide thermoplastic striping and pavement markings as shown. Refer to Street Construction Plans for remaining requirements and additions to existing striping and pavement markings. ~ ® Provide traffic control sign mounted on most orm/signal standard. (Type as indicated) 0? ® Provide traffic control sign, ground mounted. (Type as indicated) k ® Fumish 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 on Opticom 754 phase ion preemption unit In the 02 ng cabinet. cement shall be determined by thel Traffic gineerr in thte field tem. Exact 2 n l hardware contrler i Contractor sholl provide on Opticom technician with J & J Inc. at (714) 321-7513. The Opticom representative must be contacted 48 hours prior to signal Initialization. 6 Ste i 04 04 04 LEGEND J2~ _ O SIGNAL STANDARD (REFER TO POLE SCHEDULE) CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) \J 04 -E}- SIGNAL HEAD WITH PHASE # LUMINAIRE - MOUNTED ON SIGNAL STANDARD SCALE: 1" = 20' I r B PEDESTRIAN SIGNAL AUTOSCOPE CAMERA I PULL BOX z C - SIGNAL CONTROLLER " m2 k 05 ~ - - ma L/ ELECTRICAL SERVICE PEDESTAL yI i TRAFFIC CONTROL SIGN (AS INDICATED) 1 CAL-TRANS TYPE IV ARROW (DIRECTION AS INDICATED) x' }p PREEMPTION DEVICE OPTICAL DETECTOR - + (OPTICOM 711 - SINGLE UNIT) \ t" 7 02 & 06 l W d Q i Z 04 W OF W ~ z 3 W ~o6CO POLE SCHEDULE SIGNAL PHASE DIAGRAM MAST SIGNALS SIGNS 4G~AL VEHICLE DON'T WALK 0 0 Si NAME SIGN 2 4 o STA. 43+18.65, 83.72LT - 3„ 2-3' 06 _ IT 1 2- 2 2 2.. 2.. 2" 1 2" 2. 2" 3" 2 2° 2" 3. 3" 2A I I P.P.B. CDUCTORUN 4 CL STA. 43+34.6` . 61 72LT. (N)EW OR XISTN N N N N N N N N N N N N N N N I N N N N N 6P\ Film~ STANDARD UGHnNG WALK W-DW PPA REMARKS CONDUCTOR SCHEDULE oo -T CP-1-T 06 ca ~ d T 2 3 3 3 3 3 3 , « LL I[yV/noun ZC_. wmuut. Ivn ~LJ V-1- CE STA- 43+19.02, 51.81RT. 9 CONDUCTOR 1 1 1 _ t 1 15 MAS 1 1 1 1 1 1 1 O 29A-5-80 50 MAS © -R96/R96A - - 5 CONDUCTOR - - 2 2 2 Q C LT-MAT MOUNT PREEMPTION OPTICAL DETECTOR 10 LIGHTING 2 2 2 2 2 2 2 2 2 2 cn O STA. 42+49.28. 53.08RT L 3 • 19A-2-80 15 Sv-2-TA , 25 MAS © -R96/R96A r i I ~ H 15 SV-1-T STA. 42+3265, 57.461-7, EO 24A-4-80 - MAS SP_1-T 06 MOUNT PREEMPTION OPTICAL DETECTOR - - - 40 MAS © -R34-2 ©-R96/R96A 3 1 1 1 VRG59/UIAUTOSCOPE 1 1 - - - - ST A. 42+48.65, 73.461-7. AUTOSCOPE PWR 3 3 3 3 3 3 3 1 A TV-1 - T 06 SERNCE PRIMARY 3 3 3 3 3 44- CONTROLLER-DE TAIL SERVICE SECONDARY 2 (SCALE: 1"=10') j WG PE 39 INTERCONNECT 2 f. 3•~-39~ i I NOTES m All equipment and materials shall be furnished by the contractor. a i ® Provide 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 shall be 120v/240v Type III-BF, provided by Contractor. Raise pedestal for 332 Cabinet to 12' height. lO ® Pull box in front of controller shall be /6. All others shall be #5 unless otherwise noted. i 1 A 4 , P.G.&E. power point will be Installed by others. Contractor shall install conduit from power point to pull box ■ 04 t and make connections for power. s~ m Luminaires shall be cutoff type, 310 W. HPSV. m All new signal indications shall be 12 Inch. - 4,. I' ® Install Iteris cameras on luminaire most arms. and Locate cameras 3' i~blecand shall exit most arm at a is polnt 4' Internal to luminai east arms to the maximum extent p _ 015p 05, m Street name signs 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-20. ® All pedestrian Indications shall be new. International symbol type as detailed in the specifications. ® All unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant /2 at Mt. Vernon Ave. 1 r' south of Fwy. 58. Contact Frank Young prior to delivery at (1305) 326-3152. _ 06 ~I R96/96A ® Pole location Indicated on the "Pole Schedule are approximate. Final location of the standards shall M N \ 1 be 5' behind flowltne as directed by the Engineer at the site. © All utility locations shown are approximate only and represent the best Information supplied by the various co I0z00 (2 EA. SAME POST) ® 17 R34-2 utilitycompanies. Final responslblity for locating utilities In the field lies with the Contractor. o < 1~ ® Contractor shall remove striping and pavement markings as indicated on the plan. Z i I l k W u b obliterating a rectangle whose limits are the edgge of each word. Under NO a , `18 R96/96A circumstances ore the letters to be removed Individuolly. u (2 EA SAME POST) 1® R34-2 © Existing sidewalk shall be removed and replaced as necessary to complete all construction. ~ d 00 Sidewalk may only be removed and replaced in complete panels. w ; O N ® Conduit crossings shall be bored except as otherwise permitted by the City Engineer. N Cz o - 05 ® Refer to 'Interconnect Conductor Schematic hereon for requirements for new conductor. ' I I s i Refer to City of Bakersfield Interconnect plans for existing Interconnect conduit to the North and South. CD l T' ® Provide thermoplastic striping and pavement markings as shown. Refer to Street Construction Plans for remaining 02 requirements and additions to existing striping and pavement markings. Cci r ® Provide traffic control sign mounted on most arm/signal standard. (Type as indicated) _ ® I I 02 , [Provide traffic control sign, ground mounted. (Type as Indicated) M I ® Furnish and install Opticom 711(Single Unit) preemption devices as Indicated on plans I Including all cables and mounting hardware. The contractor shall also furnish and install on Opticom 754 phase ` r selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exact _ l 04 04 04 preemption hardware mounting placement shall be determined by the Traffic Engineer In the field. Contractor shall provide an Opticom technician with J & J Inc. at (714) 321-7513. The Opticom representative Z must be contacted 48 hours prior to signal initialization. 5p LEGEND O SIGNAL STANDARD (REFER TO POLE SCHEDULE) V CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) 44 SIGNAL HEAD WITH PHASE N m SCALE: 1" = 20' 0 LUMINAIRE - MOUNTED ON SIGNAL STANDARD B PEDESTRIAN SIGNAL l AUTOSCOPE CAMERA PULL BOX i - SIGNAL CONTROLLER L/ ELECTRICAL SERVICE PEDESTAL n T i m2 k 0 5 I 04 Il • I • TRAFFIC CONTROL SIGN (AS INDICATED) J J CAL-TRANS TYPE IV ARROW (DIRECTION AS INDICATED) a k' !D PREEMPTION DEVICE OPTICAL DETECTOR i (OPTICOM 711 - SINGLE UNIT) i ~ mf mz .061 Q; U i ~ Q 7t:: a: 04 2 C-) W 3 DF Q r ~~«s . 4 POLE SCHEDULE SIGNAL PHASE DIAGRAM MAST SIGNALS SIGNS REMARKS CONDUCTOR SCHEDULE LOC. STANDARD ucNnND w7 w-ow aPe St NAME SIGN VEHICLE DON'T WALK 0 0 3* 2" 2" 3 STA. 51+25.85, 81 26LT. (T SIZE 2- 2- 2- 2 2» 2' 4 2 2» 2" 1 3" 2» 2" 1 2» 3 3. 2 2 3 O 06 CONDUCTOR RU 4 1 N N N N ~06P CCU OA P.P.B. - - - 3 3 -70 0 STA. 51+41.85, 65.261 T. rt W ORE XIST. N N N N N N N N N N N N N N 3 N 3 N 3 f , 22 SV-2-T SP-1-T 06 ©-R96/R96A CONDUCTOR 4 1 2 3 rnNOUCTOR 1 1 1 , \ ~ I$ V_1_ STA 51+26.22, 51.OORT. 5 CONDUCTOR 1 2 2 2 2 2 2 15 MAS 2 2 2 2 29A-5-80 50 MAS Q -R96/R96A 10 LIGHTING © LT-MAT MOUNT PREEMPTION OPTICAL DETECTOR O 15 SV-2-TA STA. 50+56,48, 51.OORT I 04 04 19A-2-80 25 MAT SP-1-T © _R96/R96A W~ r 15 V-1- (E STA. 50+39.85, 55.001-7. - 24A-4 MOUNT PREEMPTION OPTICAL DETECTOR O -80 40 MAS Sp-1-T 06 04 MAS © -R34-2 Q-R96/R96A RG59 AUTOSI OPE 3 1 1 1 1 1 t 1 1 3 g33 VI 4 ~ 3 3 3 3 3 3 3 3 3 3 to STA. 50+55.85, 71.OOLT. 12 AUTOSCOPE P CONTROLLER DETAIL O 1A TV-1-T SP-1-T 04 06 # 2 SERVICE PRWARY 3 _ 6 SERVICE SECONDARY 2 2 (SCALE: 1"=10') i 119 A 2 2 12PAIR miERCO►"ECT 3, ~9~ NOTES NOTES [11 All m Provide equipment 11 All equipment and materials shall be furnished by the contractor. Type t17C I I Model RM 404 G 2] Provide Type 170E Controller with 412c prom module and the latest Bitrons local controller program with Model RM 404 G.D.I.modem and 332 Cabinet assembly. Service shall be 120v/240v Type III-BF, provided LEGEND by Contractor. by Contractor. Raise pedestal for 332 Cabinet to 12' height. A Nuic ® Pull box in front 3] Pull box in front of controller shall be /6. All others shall be X15 unless otherwise noted. o SIGNAL STANDARD (REFER TO POLE SCHEDULE) T P.G.&E. power po and make conne 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. ZL CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) Q A ® Luminaires shall 1] Luminaires shall be cutoff type, 310 W. HPSV. ® All new signal in 51 All new signal indications shall be 12 inch. 04 SIGNAL HEAD WITH PHASE N ~ 04 O a ( 1 ® Install Iteris corn &nstall Iteris cameras on luminaire mast arms. LUMINAIRE - MOUNTED ON SIGNAL STANDARD 0~=M y Locate cameras 3' from center of luminaire. All wiring is to be internal to poles and most arms to the I n 5\ / O Locate cameras maximum extent maximum extent possible and shall exit most arm at a point 4' from center of luminalre. a PEDESTRIAN SIGNAL 4 m Street name sigi ZJ Street name signs 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-20. AUTOSCOPE CAMERA 0 / EXIST. TO PACHECO name signs steal - 06 - _ _ All pedestrian ins $J All pedestrian indications shall be new, international symbol type as detailed in the specifications. - PULL BOX RI All unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant /2 at Mt. Vernon Ave. V 05 - - - ® Ail unused. solvc ' - - t- - - south of Fwy. 5t south of Fwy. 58. Contact Fronk Young prior to delivery at (805) 326-3152. - SIGNAL CONTROLLER - Pole location Ind L[j Pole location indicated on the Pole Schedule' are approximate. Final location of the standards shall - - be 5' behind floc be 5' behind flowiine as directed by the Engineer at the site. L%i ELECTRICAL SERVICE PEDESTAL 91AII utility locatio ]j] All utility locations shown are approximate only and represent the best information supplied by the various TRAFFIC CONTROL SIGN (AS INDICATED) _ - _ - utility companies utility companies. Final responsiblity for locating utilities In the field lies with the Contractor. I © Contractor sholl tera 06 cirmiis onees of [2Contractor shall remove striping and pavement markings as indicated on the plan, CAL-TRANS TYPE IV ARROW (DIRECTION AS INDICATED) o b( obliterating a rectangle whose limits are the edge of each word. Under NO M n o c cumstonces are the letters to be removed individually. M 'g R96/96A 17 R34-2 (2 EA. SAME POST) ©Existing sidewalk d OD Existing sidewalk shall be removed and replaced as necessary to complete all construction. tjD PREEMPTION DEVICE OPTICAL DETECTOR a a o Sidewalk may on Sidewalk may only be removed and replaced in complete panels. (OPTICOM 711 - SINGLE UNIT) Z o N Conduit crossings shall be bored except as otherwise permitted by the City Engineer. Z w0 [1_$ R96/96A 06 ® Conduit crossing (2 EA. SAME POST) 1® R34-2 ® Refer to OIntercc Q a Refer to Interconnect Conductor Schematic' hereon for requirements for new conductor. w Refer to City of Refer to City of Bakersfield interconnect plans for existing Interconnect conduit to the North and South. ® Provide thermopl Provide thermoplastic striping and pavement markings as shown. Refer to Street Construction Plans for remaining 05 - - - - requirements ani requirements and additions to existing striping and pavement markings p O V7 I [Provide traffic c Provide traffic control sign mounted on most arm/signal standard. (Type as indicated) cv a [Provide traffic c Provide traffic control sign, ground mounted. (Type as Indicated) a i 0 ' ® Furnish and inst Furnish and Install Opticom 711 (Single Unit) preemption devices as indicated on plans L-__- r including all cab Including all cables and mounting hardware. The contractor shall also furnish and install on Opticom 754 phase selector unit in selector unit in the controller cabinet. Contractor shall provide a fully operational preemption system. Exact preemption hard 02 r~ Contractor shall preemption hardware mounting placement shall be determined by the Traffic Engineer in the field. i Contractor shall provide an Opticom technician with J do J Inc. at (714) 321-7513. The Opticom representative must be contoc{ must be contacted 48 hours prior to signal initialization. ptiE . \ 04P 04 f04 04 2 ® 1 0 POLE SCHEDULE M T SIGNALS SIGNS LOC. STANDARD LIGHnNC VEHICLE WALK w-ow "e sr NAME 5av REMARKS SIGHAL§ ooN'r wAUC 0 0 CL STA. 58+51.14, 81.26LT. - 1 O P.P.B. 06 11 SCALE 1" = 2U' B 22 SV-2-T SP-1-T 06 STA. 58+67.14, 65.26LT. O Q -R96/R96A m 1 15 SV-1-T STA. 58+51.51, 51.OORT. - 29A-5-80 50 MAS Q -R96/R96A © LT-MAT MOUNT PREEMPTION OPTICAL DETECTOR 15 SV-2-TA CL STA. 57+81.77, 51.OORT. 2 04 F 04 O 19A-2-80 25MAT SP-1-T 04 04 Q -R96/R96A 1 15 V-1- CE STA. 57+65.14, 55.OOLT. V' 3 ~ 02 x 0 I 04 t - i { O 24A-4-80 40 MMAS AS SP-1-T 06 04 MOUNT PREEMPTION OPTICAL DETECTOR © -R34-2 Q -R96/R96A (j STA. 57+81.14, 71.001_T. J Il J 4 19 ~F to TV-1-T SP-1-T 04 06 LL 5 , y~ K --l rTl-,o 6p, 6 6 CONDUCTOR SCHEDULE - CONDUIT I 2" 2" 2" 2' 2" 2" a" 2" 2" 2" 3" 2" 2" 2" 3" 3" 2" 2" -3 CONDUCTOR RUN 02 s 06 N)EW OR (EEXIST_ N N N N N N N N N N N N N N N N N N N 28 CONDUCTOR 4 1 2 3 3 3 3 C> 9 CONDUCTOR 1 1 1 1 1 5 CONDUCTOR i t 1 1 1 1 1 0---4 W 10 LIGHTING 2 2 2 2 2 2 2 2 2 2 d Z ~ a - i a: ~Z ! z U W CONTROLLER DETAIL .LER DETAIL - (SCALE: 1"=10') 1"-10) RG59 AUTOSCOPE 3 1 1 1 1 1 1 1 1 3i 12 AUTOSCOPE P 3 3 3 3 3 3 3 3 3 3 SIGNAL PHASE DIAGRAM / 2 SERr~ PmARY RE2 g SOMM SECONDARY U Q AWGP PE 39 ad 12PAIR w1ERCONNECT 2 2 ~ 0 0 PROVIDE NEW INTERCONNECT CONDUCTOR UCTOR a: ry FROM NEW CONTROLLER TO NEW CONTROLLER PROVIDE NEW INTERCONNECT CONDUCTOR AND CONNECT TO BOTH CONTROLLERS. FROM NEW CONTROLLER TO NEW CONTROLLER ONTROLLER - PROVIDE NEW INTERCONNECT CONDUCTOR O FROM NEW CONTROLLER TO NEW CONTROLLER Q (n rNEW CONTROLLER AND CONNECT TO BOTH CONTROLLERS. ERS. AND CONNECT TO BOTH CONTROLLERS. ~ t EXISTING IC CONDUIT J - i _ ~ ( cvicritir it rnuni uT rNEW CONTROLLER ~,„ter,,, ,,,r \ _Kirw rnNTan1 I cR n 1 Lr i ~ ~ Ott aintti YLHNJ / \ \l \ 1Sr SEE STREET PLANS 1 t+y SEE STREET PLANS 11+y EXISTING IC CONDUIT ~ %wo SEE STREET PLANS LL ---`LAID III`IU It, I.VIVV VII / cl) coo V GOSFORD ROAD O _ . - 3 J I N,; CONTROLLER ~EW INTERCONNECT CON JECT CONDUCTOR SCHEMATIC Co SCALE: 1" = 80' 2.33 lp i Table 2-4 ALL WORK EMBRACED HEREON SHALL CONFORM TO CALTRANS STANDARD PLANS AND i Initial Intensities for Arrow and PV Indications (in cd/m2) Type 2 Traffic Signal Module SPECIFICATIONS DATED JANUARY 1992 AND ALONG WITH THE FOLLOWING PROVISIONS: Maximum Power Comsumption (in Watts) Maintained Initial Intensities The following specification requirements apply to the Type 2 module only. All general FOUNDATIONS. Foundations shall conform to the provisions in Section 86-2.03, Red Yellow Green Red Yellow Green specifications apply unless specifically superseded in the section. "Foundations," of the Standard Specifications and these special provisions. Temperature 25'C 74'C 25'C 74'C 25'C 74'C ;row Indication 5,500 11,000 11,000 Type 2 modules can be manufactured under this specifications for the following faces: T V The Contractor shall furnish the anchor bolts, nuts and washers to be used for new Arrow Indication icycle Indication 5,500 5,500 5,500 300 mm circular i foundations and shall furnish the appropriate nuts and washers for existing foundations 300mm circular 11 17 22 25 15 15 Bicycle Indication to be reused. 200mm circular 8 13 13 16 12 12 V Indication future future future STANDARDS, STEEL PEDESTALS AND POSTS. Standards, steel pedestals and posts shall 300mm arrow 9 12 10 12 11 11 PV Indication one Control X 5,500 n /a n 1a 200 mm circular N 300 mm arrow O conform to the provisions in Section 86-2.04, "Standards, Steel Pedestals and Posts", Bicycle indication 11 17 22 25 15 15 Lone Control X one Control Arrow n a n /a 11,000 Programmed Visibility (red, yellow, green) of the Standard Specifications and these special provisions. PV indication 11 17 22 25 15 15 Lane Control Arrow Physical and Mechanical Requirements A pull rope shall be installed in all most arm poles from the hand hole at the pole base up through the signal most arm to the farthest head. A second pull rope shall be Lone control (X) 9 12 n /a n/o n o n/a installed in all most arm poles with luminaires from the hand hole at the base of the pole Lane control n /a _n /a n /o nla 11 11 Table 2-5 The module sholl fit into existing traffic section housings built to the specficotions up through the luminoire arm to the luminoire. The pull rope shall be doubled bock into LED modules will have EPA Energy Star compliance ratings, if applicable to that Minimum Maintained Intensiti Maintained Intensities for Arrow and PV Indications (in cd/m2) detailed in ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads), with the existing lens, reflector and lamp socket the pole or arm of each termination. Red Yellow Green remaining in place, and without modification to the housing. CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit", of the shape, size and color. ,rrow Indication 5,500 11,000 11,000 Each Type 2 module shall be designed to mount in the standard lorop socket Standard Specifications and these special provisions. Operation Voltage Arrow Indication Conduits may be installed by either jacking /drilling or open trench methods. The modules shall operate from a 60 HZ k3 HZ AC line over a voltage ranging Bicycle Indication tic le Indication 5,500 5,500 5,500 normally used with an incodescent lamp. Installation using jacking or drilling shell conform to Section 82-2.05C "Installation", of fluctuations of line voltage shall hove no visable the Standard Specifications. Open trench installation in pavement shall conform to the from 95 volts to 135 volts, the PV Indication 'V Indication future future future The maximum weight of a Type 2 module shall be 1.4kg (3 Ibs) Type 2 modules shall be a sealed unit containing oil components necessary for operation following specifications. effect on the luminous intensity of the indications. Lone Control X one Control X 5,500 n /o n /o 1. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing Operating voltage of the modules shall be 120 VAC. All parameters shall be Lone Control Arrow one Control Arrow n a n /o 11,000 The installation of a Type 2 module shall not require any removal of. or modification to the standard lomp socket or reflector, the installation of a Type 2 module shall not require pavement in a trench not to exceed 6 inches in width. Trench shall be cut using measured at this voltage. a rock sow and all loose uncompacted material shall be removed from the bottom power Factor special tools. of the trench prior to placement of conduit. The installed conduit shall have a The LED signal module shall have a power factor of 0.90 or greater. Table 2-6 cover of eighteen (18) to twenty-one (21) inches below finished grade. Chromaticity Standards (CIE Chart) 300 mm Arrow o 2. The conduit shall be placed in the bottom of the trench and the trench shall be THD Chromaticity S backfilled with o one (1) sock slurry cement bockfill. Slurry cement bockfill shall Total harmonic distortion (current and voltage) induced into an AC power line by The following specification requirements apply to the 300 mm arrow only. All general ~ o specifications apply unless specifically superseded in the section. be placed to within 0.20 feet of the pavement surface. The top 0.20 feet shall a LED signal module shall not exceed 20 percent er than 0.308, or less than 0.988-x of a a N ! be backfilled with asphalt concrete produced from commercial quality paving Surge Suppression Red Y: not realer than 0.308, or I asphalt and aggregates. Yellow Y: not less than 0.411, nor les than 0.411, nor less than 0.995-x, nor less than 0.452 The arrow module sholl meet specifications stated in Section 9.01 of the ITE Publication o z Co Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads) for arrow 0 p's 3. Prior to spreading asphalt concrete, paint binder shall be applied as specified in The signal module onboard circuitry shall include voltage surge protection to with- Z J than 0.506-0.519x, nor less than 0.150+1.068x, nor more than 0.730-x indications. I l 4 1 Section 39-4.02, "Prime Coat and Paint Binder," of the Standard Specifications- stand high repetition noise transients as stated in Section 2.1.6 of NEMA Green Y: not less than 0.506-0.519x, Spreading and compacting of asphalt concrete shall be performed by any method Standard TS-2. 1992. .-chonicol Requirements The LEDs shall be spread evenly across the illuminated portion of the arrow area. W co signal modules shall be designed as retrofit replacements for existing 300 mm Bicycle o , which will produce on asphalt concrete surface of uniform smoothness, The LED circuitry shall prevent perceptible fllicker to the unaided eye over the Physical and Mechanical Requireme texture, and density, voltage range specified above. 4. All excavated areas in the pavement shall be backfilled except for the top 0.20 All wiring and terminal blocks shall meet the requirements of Section 13.02 of the LED traffic signal modules shat at indications and shall not require special tools for installation. See to d V i foot, by the end of each work day. The top 0.20 foot shall be placed within three ITE Publication: inment n Material Standards, Chapter 2 (Vehicle Traffic optical units of signal indications and for Type 1 and Type 2 modules. The following specification requ rements apply to the 300 mm bicycle only. All general 0 C, (D specifications apply unless specifically superseded in the section. N M w ° (3) working days after trenching. Control Signal Heads). appropriate sections for Type 1 and Ty Temporary roadmix or other acceptable temporary surface will be allowed on Compatibility tequirements The bicycle module shall meet approximate shape and size specification as shown in Figure 6-1 a { a, the top 0.20 feet until such a time as the permanent asphalt surface is placed. The modules shall be operationally compatible with currently used controller assemblies Environmental Requirements for bicycle signal face. City shall make the final determination as to the final determination m _ not module shall be rated for use in the operating temperature range as to the conformance to the intent of the specification. Dependent upon adverse soil conditions or other circumstances encountered at the (soild state load switches, flashers, and conflict monitors). Review TEES Chapters 3 The LED signal module shall bi 4'C (+165F). The modules sholl meet all specifications M time of construction, the Engineer may specify which of the above methods may be used. and 6 for specifications on these devices. of 4'C (40'17) to +74'C (+165F). The A pull rope shall be installed in all signal conduits new or existing. The pull rope shall When a current of 20mA AC (or less) is applied to the unit, the voltage read across throughout this range. 3e The LEDs shall be spread evenly across the illuminated portion of the bicycle area. P be nylon or polypropylene with a minmum tensile strength of 500 pounds. At least 2 feet the two lends shall be 15 VAC or less. of pull rope shall be doubled bock into the conduit at each termination. The LED signal module shall b, nal module shall be protected against dust and moisture intrusion per 300 mm Programmed Visibilty (PV) NEMA Standard 250-1 99 1 for Type 4 enclosures to protect The following specification requirements apply to the 300 mm PV only. All general - The modules and associated onboard circuitry must meet Class A emission limits the requirements of NEMA Standard 2! PULL BOXES. Pull boxes shall conform the provisions in Section 86-2.06, "Pull Boxes referred in Federal Communications Commission Title 47, Subpart 8, Section 15 rnts. specifications apply unless specifically superseded in the section. of the Standard Specifications and these special provisions. (FCC) all internal components. The module shall be a Type 2 module designed and constructed to be installed in a programmed _ W Recesses for suspension of ballasts will not be required. regulations concerning the emission of electronic noise. visibility (PV) signal housing with out modification to the housing. W > CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions in Construction The LED signal module shall b Inot module shall be a single, self contained device, not requiring onsite Section 86-2.08, "Conductors, and Section 86-2.09, "Wiring", of the Standard Photometric Requirements Specifications and these special provisions. The minimum initial luminous intensity values for the modules shall be as stated assembly for installation into an existi otion into an existing traffic signal housing. The power supply The LEDs shall be spread evenly across the module. CONDUCTORS - The Contractor shall use multi-conductor electrical cables for all in Table 2-2 and/or Table 2-4 at 25'C. for the module shall be integral to th II be integral to the unit. 300 mm Lone Control ~f circuits except lighting, comers detection and between the service switch and controller The modules (excluding yellow) shall meet or exceed the illumination values shown cabinet. in Table 2-3 end/or Table 2-5, throughout the useful life based on normal use in The circuit board and power s board and power supply shall be contained inside Electrical module. Circuit n to Chapter 1, Section 6 of the The following specification requirements apply to the 300 mm lane control module only. All general specifications apply unless specifically superseded in the section. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Plan 13. in traffic signal operation over the operating temperature range, boards shall conform to Chapter 1, Se tions". Splices shall be insulated by "Method B". Yellow modules shall meet or exceed the illumination values shown in Table 2-3 Equipment Specifications". The lane control module shall meet approximate shape and size specification as shown in Figures 8-1 i The optical detector cable (3-M Opticom Model 138 or equal) shall have four and/or Table 2-5, throughout the useful life based on normal use in a traffic signal The assembly and manufacturl operation at 25'C. designed to assure all internal camper ily and manufacturing process for the LED sigani assembly shall be and 8-2 for lone control modules. City shall make the final determination as to the all internal components are adequately supported to withstand conformance to the intent of the specification. conductors of AWG Iy20 (7x28) standard individually tinned drown wire to provide signal nd vibration from high winds and other sources. a integrity and transient protection. The individually tinned copper, color coded insulation The measured chromatically coordinates of the modules shall conform to the mechanical shock and vibration from I Three secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the shall be as follows: chromaticity requirements of Table 2-6, throughout the useful life over the operating temperature range. Materials National Electrical code, rated for service at +105'C, are to be provided for electrical connection a. Orange for delivery of optical detector power sed for the lens and signal module construction shall conform to ASTM for each lane control LED signal module. Conductors for this module shall be 1 m in length, with b. Negative return wire for optical detector power Table 2-2 Materials used for the lens or quick disconnect terminals attached and shall conform to Section 86--4.01C "Electrical Components," e materials. c. Yellow for optical detector signal #1 Minimum Initial Intensities for Circular Indications (in cd) specifications for the materials. d. Blue for optical signal #2 of the Standard Specifications. The color code is as follows: containing either the power supply or electronic components of the be made of UL94VO flame retardant materials. The lens of Function Color The Contractor shall arrange for a qualified Opticom technician to be present at 200mm 300mm Enclosures containing either tl An le v,h Red Yellow Green Red Yellow Green signal module shall be mode of UL94V s excluded from this requirement. neutral white each signal turn on. A representative servicing the Bakersfield area may be contacted the signal module is excluded from th of (714 321-7513. 2.5,±2.5 157 314 314 399 798 798 red X red The insulation for all conductors shall be Type THW polyvinyl chloride. 2.5,±7.5 114 228 228 295 589 589 Module Identification ration green arrow brown le shall have the manufacturer's name, trademark, model number, SERVICE. Service shall conform to the provisions in Section 86-2.11, "Service", of the 2.5,±12.5 67 133 133 166 333 333 Each module shall have the n Standard Specifications and these special provisions. 2.5,±17.5 29 57 57 90 181 181 serial number, date of manufacture (n of manufacture (month-year), and lot number as identification The LEDs shall be spread evenly across the illuminated portions of this module. Unless otherwise noted, service pedestal shall be Type III-BF, per Coltrons Standard 7.5,±2.5 19 238 238 266 532 532 permanently marked on the back of tl I on the back of the module. r I Plan ES-2E, with a window for photoelectric unit, and shall be furnished with a 60 amp, 7,5,±7.5 105 209 209 238 475 475 The following operating chore( ig operating characteristics shall be permanently marked on the back of LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01, "High W, Intensity-Dischorge Luminaires," of the Standard Specifications and these special provisions., 240 volt, 3 pole main breaker and the following branch circuit breakers: 342 342 voltage and rated power in Watts and Volt-Ampere. Luminaires shall be furnished with 310-watt or 200-watt high pressure sodium No Amps Phase Volts Branch Metered 7.5,±12.5 76 152 152 171 the module: rated voltage and rated 7.5,±17.5 48 95 95 105 209 209 Each module shall have a syr le shall have a symbol of the type of module (i. e. circle, arrow, etc.) lamps and integral ballasts as indicated on the contract plans. ; 1 50 1 120 Traffic Signal Yes 7.5,±22.5 21 43 43 45 90 90 in the color of the module. The syml module. The symbol sholl be one inch (25.4 mm) in diameter. An in-line fuse shall be located in the pull box. 2 30 1 120 Lighting No 7.5,±27.5 12 24 24 19 38 38 Additionally, the color shall be written or shall be written out in 1/2 inch letters next to the symbol. PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in 3-6 5 1 120 Video Yes 12.5,±2.5 43 86 86 59 119 119 If a specific mounting orients c mounting orientation is required, each module shall have prominent Section 86-6.07, "Photoelectric Controls", of the Standard Specifications and these special _ 12.5,±7.5 38 76 76 57 114 114 and permanent marking(s) for correct king(s) for correct indexing and orientation within a signal provisions. ings shall consist of an up arrow, or the word "UP" at TOP". Each luminoire sholl be provided with a Type IV photoelectrical control. Internally Increase main breaker as required for actual load. housing. The markings shall consist t The Contractor shall coordinate with P.G.&E. to make service connections to service 12.5,±12.5 33 67 67 52 81 81 il Module illuminated street name signs will be controlled by a single Type V photoelectric control m I- located in the service pedestal. (IISNS are not required for this project) points shown on the plans. The Owner will pay all required costs and fees required by the 12.5,±17.5 24 48 48 40 81 81 Type 1 Traffic Signal Module f unless s specifically requirements apply superseded to in the the Type 1 section. module only. All general PEDESTRIAN SIGNALS. Pedestrian signals shall conform to the provisions in Section utility. Contractor shall obtain necessary building permit for service pedestal. 12.5,±22.5 14 29 29 26 52 52 The following specification requirem 12.5,±27.5 10 19 19 19 38 38 specifications apply unless specifically r lug j 1 unl 86-4.05, "Pedestrian Signal Faces." of the Standard Specifications and these TESTING. Testing shall conform to the provisions in Section 86-2.14, "Testing", of the 17,5,±2.5 19 38 38 26 52 52 Type 1 modules can be monufactu can be manufactured under this specifications for the following faces: special provisions. U Standard Specifications and these special provisions :ulor Pedestrian signals shall be Type A, conforming to the following: r-~ The signal shall not be placed in flashing mode, with signal faces uncovered, prior to 17.5,±7.5 17 33 33 26 52 52 300 mm circular :utar GENERAL Functional Testing. Submit to City General Services Electrical Division for testing. 17.5,±12.5 12 24 24 26 52 52 200 mm circular )w Each module shalt consist of an assembly that utilizes LEDs as the light source in lieu FUNCTIONAL TESTING. All functional testing shall conform to the provisions in Section 17.5,±17.5 10 19 19 26 52 52 300 mm arrow 24 48 48 Bicycle indication (future) ition (future) of an incandescent lamp for use in traffic signal sections. 86 2.14C "Functional Testing," of the Standard Specifications and the following paragraph: 17.5,± 22.5 7 14 14 Lone Control (future) (future) The LEDs shall utilize appropriate technology to achieve the required color and shall be C...D Functional test period is included in the number of working days to complete 17.5,±27.5 5 10 10 19 38 38 ~chanicol Requirements the ultra bright type rated for 100,000 hours of continous operation from 4'C to +74'C. the project as described in contract for this project. Physical and Mechanical Requireme sholl fit into existing traffic section housings built to the specfications The modules shall be rated for a minimum useful life of 48 months. All modules shall Table 2-3 The module shall fit into existir lication: Equipment and Material Standards, Chapter 2 (Vehicle meet all parameters of this specification during this period. The fourth paragraph of Section 86-2.14C "Functional Testing" of the Standard Maintained Minimum Intensities for Circular Indications (in cd) detailed in ITE Publication: Equipment at Heads) The individual LEDs shall be wired such that a castostrophic loss or the failure of one U (n Specifications shall be amended to read as follows: Traffic Control Signal Heads). module sholl be designed to be installed in the doorframe with a or more LED will result in the loss of not more than five percent of the signal module it Z Turn on of new or modified traffic signals shall be made only after all traffic signal 200mm 300mm Each Type 1 module shall be d Ahylene propylene rubber) gasket. light output. y Q circuits, including signal interconnection circuits, have been thoroughly tested as Angle v,h Red Yellow Green Red Yellow Green one-piece EPDM (ethylene propylene r specified above. 2.5,±2.5 133 26 267 339 678 678 The maximum weight of a Type n weight of a Type 1 module shall be 1.Skg (4 Ibs). Electrical module shall be a sealed unit to include all parts necessary for operation Power Consumption SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary 2.5,±7.5 97 194 194 251 501 501 Each Type 1 module shall be o equipment, as shown on the plans, and the installation thereof, shall conform to the 2.5,112.5 57 113 113 141 283 283 (a printed circuit board, power supply bard, power supply, a lens and gasket, etc.), and shall be weather oximum power consumption requirements for the modules are as follows V provisions in Section 86-4.01, Vehicle Signal Faces", 86-4.02, "Directional Louvers roof after installation and connection tion and connection. rn Watts): W 86-4.03, "Backplates" and 86-4.06, "Signal Mounting Assemblies", of the Standard 2.5,±17.5 25 48 48 77 154 154 P I LL. color coded. 600 V, 20 AWG minimum, jacketed wires, conforming to - < Specifications and these special provisions. 7.5,±2.5 101 202 202 226 452 452 Two secured, color coded, 600 is Code, rated for service at +105'C, ore to be provided for 25'C 74'C In for each Type 1 LED signal module. Conductors for Type 1 modules Hand" iu.u 12.0 > W Housing, visors, directional louvers and backplates shall not be structural plastic. 7.5,±7.5 89 178 178 202 404 404 the National Electric Code, rated for igth, with quick disconnect terminals attached and shall conform to Walking 9.0_ 1 2. d All lamps for traffic signal units shall be furnished by the Contractor. 7.5,±12.5 65 129 129 145 291 291 electrical connection for each Type 1 C Electrical Components", of the Standard Specifications. LED modules will have EPA Energy Star compliance ratings, if applicable to that O All signal faces shall be provided with 12-inch sections and red, amber, green, 7.5,±17.5 41 81 81 89 178 178 shall be 1 m in length, with quick dia and respective arrow "LED" module type indicators. Section 86-4. OIC< Electrical Compc n the purchase order, the module will be equiped with an adapter that will shape, size and color. O Tunnel visors shall be on all signal heads. 7.5,±22.5 18 37 37 38 77 77 If specified in the purchase or( ie of the medium base lamp socket. The adapter shall be able to Operational Voltage The fourth sentence of the first paragraph of Section 86-4.06, "Signal Mounting 7.5,±27.5 10 20 20 16 32 32 screw into the base of the medium t _ ,n a 17 71 71 50 101 101 accept the quick disconnect terminal! lisconnect terminals at the end of the conductors for the module. The modules shall operate from a 60 HZ f3 HZ AC line over a voltage ranging +v_ chnll hnvo nn visihle effect on Assemblies," of the Standard Specifications, span oe omenoeo io reoo us ivnvwa. - fl contacts of the adapter shall be made of brass. from vD vacs co laz) voiis. IFIC IU~t„u, , we Pvll~ w'-Jy Post top slip-fitters and terminal comportments shall be 12.5,±7.5 32 65 65 46 97 97 The electrical contacts of the the luminous intensity of the indications. cast bronze or hot-dip galvanized ductile iron. 12.5,±12.5 28 57 57 44 89 89 Lens the Type 1 module shall be integral to the unit, shall be convex with o 0 erating voltage of the modules shall be 120 VAC. All parameters shall be Q~ Each module shall consist of an assembly that utilizes LEDs as the light source in 12.5,±17.5 20 41 41 34 69 69 The lens of the Type 1 module measured at this voltage. lieu of an incandescent lomp for use in traffic signal sections. 12 25 25 22 44 44 'ace made of plastic or of gloss. Power Factor iy be tinted or may use transparent film or materials with similar The LED signal module shall have o power factor of 0.90 or greater. 4 The LEDs utilized in the modules shall be AllnGoP technology for red, amber and 12.5,± 22.5 smooth outer surface made of plosti enhance ON/OFF contrasts. THD yellow indications, or GoN for green indications, and shall be the ultra bright type rated 12.5,±27.5 9 16 16 16 32 32 The lens may be tinted or mo for 100,000 hours of continous operation from 40'C to +74'C. 17.5,±2.5 16 32 32 22 44 44 characteristics to enhance ON/OFF c tinting or other materials to enhance ON/OFF contrasts shall not affect Total harmonic distortion (current and voltage) induced into on AC power line by a The modules shall be rated for a minimum useful life of 48 months. All modules 17.5,±7.5 14 28 28 22 44 44 The use of tinting or other m< shall be uniform across the face of the lens. LED signal module shall not exceed 20 percent. shall meet all parameters of this specification during this period. 17.5,±12.5 10 20 20 22 44 44 chromaticity and shall be uniform oc nol module lens shall be U.V. stabilized and shall be capable of withstanding Surge Suppression 0) The individual LEDs shall be wired such that o costastrophic loss or failure of one or 17.5,±17.5 9 16 16 22 44 44 The LED signal module lens sh sunlight) exposure for a minimum period of 60 months without ~ The signal module onboard circuitry shall include voltage surge Protection to I cs more LED unit will not result in the loss of the entire module. 17.5,1-22.5 6 12 12 20 41 41 ultraviolet (direct sunlight) exposure of deterioration. withstand high repetition noise transients as stated in Section 2.1.6 of NEMA Standard f!t Electrical: 17.5,±27.5 4 9 9 16 32 32 exhibiting evidence of deterioration. If a polymeric lens is used, a tic lens is used, a surface coating or chemical surface treatment shall be TS-2, 1992.. ~ Power Consumption used to provide front surface abrasi~ ,ont surface abrasion resistance. W Maximum power consumption requirements for the modules ore as follows: The LED •ircuitry shall prevent perceptible flicker to the unaided eye over the T voltage range specified above. All wiring and terminal blocks shall meet the requirements of Section 13.02 of the ITE Publication: Fouioment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). Il _ _ i 1 I i Compatibility STREET LIGHT BOX ADJUSTMENT. Frames and covers of existing street light boxes VIDEO VEHICLE DETECTIi 0 VEHICLE DETECTION SYSTEM . furnished vehicle detection equipment will be as follows: The modules shall be operationally compatible with currently used controller shall be adjusted to grade in accordance with the provisions in Section 15-2.05, Contractor furnished vehicle assemblies (soild state load switches, flashers, and conflict monitors). Review TEES Chapters "Reconstruction of the Standard Specifications, the details shown on the plans, these Ige2 Processor, Single Camera Input Includes: SURGEVAN, IVRAS, 3 and 6 for specifications on these devices. special provisions, and City Standard S-31. 4-EDGE2-IN Edge2 Processor, Sin EDGE2MANUAL, and right angle BNC adapter. When o current of 20mA AC (or less) is applied to the unit, the voltage read If existing street light box frames and covers ore damaged FCABLE, mouse, EDGE2MANUAL, or across the two leads shall be 15 VAC or less. during removal, a new frame and cover shall be furnished. The modules and associated onboard circuitry must meet Class A emission limits The surface of the concrete shall be protected from pedestrian 4-EDGE2EM2 2 Channel Extension Channel Extension Module includes: CAT 5 Interconnection Cable. a referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 traffic for a minimum of three days. regulations concerning the emission of electronic noise. MAINTAINING TRAFFIC. The Contractor shall furnish, install and maintain signs, lights, 4-Comers, Variable Focal Length i able focal Length includes: 2 each BNC Connectors, Duetsch Power ENVIRONMENTAL REQUIREMENTS flogs and other warning and safety devices when performing work which interferes with or Connector CAM-RZ3. -RZ3. O The LED signal module shall be rated for use in the operating temperature range of endangers the safe movement of traffic on any street or highway. 'a Bracket CAMBRKT4 4'C (40'F) to 4•74'C (+165'17). the modules shall meet all specifications throughout this Signs, lights, flags and other warning and safety devices and their use shall conform to Universal Camera Bracket CAMBRK the requirements set forth in the current "Manual of Traffic Controls - Warning Signs, Lights, range. and Devices for Use in Performance of Work Upon Highways," published by the State of Focal length as shown on the plan shown on the plans or as specified by the contractor. Video The LED signal module shall be protected against dust and moisture intrusion per California, Department of Transportation. Application and use of devices shall be as specified be installed by Iteris or Synchronex. the requirements of NEMA Standard 250-1991 for Type 4 enclosures to protect all internal and as directed by the Engineer. Processors will be installed by Iter shall contact Janna McKahann from Synchronex at (714) 931-)631) components. The Contractor shall kegp the Bakersfield Fire Department informed at all times as to The Contractor shall contact Jann the exact location and progress of the work and shall notify them immediately of any streets two weeks proir to the signal beir to the signal being turned on. The representative from Synchronex CONSTRUCTION impassable for fire fighting equipment. must have completed programmini pleted programming the video signal system before the signal The LED signal module shall be o single, self contained device, not requiring onsite The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience of is activated assembly for installation The power supply for the module shall be integral to the unit. the Standard Specifications, shall be amended to read as follows: (Belden #8281) shall be supplied and installed by the Contractor from The circuit board and power supply shall be contained inside the module. Circuit Construction operations shall be actively in progress only between the hours of 8:30 The video cable (Belden #8281) sF the controller cabinet. The video cable shall run from the video camera boards shall conform to Chapter 1, Section 6 of the "Transportation Electrical Equipment a.m. - 4:00 p.m., Monday through Friday, except legal holidays. Where construction the Camera to the controller cabi i camera pigtoil connection to the signal controller cabinet. Splicing Specifications . operations are actively in progress, a minimum of one traffic tone, not less than twelve feet continuous from camera pigtail cc wed. Camera video cable and power cords shall enter luminaire arm The assembly and manufacturing process for the LED signal assembly shall be in width, shall be open for use by public traffic. Where construction operations ore not will not be allowed. Camera video foot drip loop. Connectors shall be installed by the video technician - designed to assure all internal components ore adequately supported to withstand mechanical actively in progress, not less than two such lanes shall be open for use by public and utilize a 2 foot drip loop. C traffic. Public traffic may be permitted to use the shoulders and, if halt-width construction onnections at cameras shall be appropriately wrapped and weotherproofed. o to r p shock and vibration from high winds and other sources. methods are used, may also be permitted to use the side of the roadbed opposite to the in the field. Connections at cam MATERIALS one under construction. No additional compensation will be allowed for any shaping of t, MAINTENANCE AND SUPPORT N n Material used for the lens and signal module construction shall conform to ASTM shoulders necessary for the accommodation of public traffic thereon during paving operations. WARRANTY, MAINTENANCE AP specifications for the materials. In order to expedite the passage of public traffic through or around the work and where The video detection system detection system shall be warranted by its supplier for a minimum of two (2) years. 2 0'0 software support by the supplier shall include updates of the ACU and supervisor a OD N ordered by the Engineer, the Contractor shall, at his own expense, furnish, install and Ongoing software support by e updates shall be provided free of charge during the warranty period. 0 0 Enclosures containing either the power supply or electronic components of the signal software. These updates shall be z v I l r l ier shall maintain a program for technical support and software updates following module shall be made of UL94VO flame retardant materials. The lens of the signal montoin construction area signs, lights, flares, temporary railing (Type K), barricades, and other facilities for the sole convenience and direction of public traffic. Also, where directed The supplier shall maintain c module is excluded from this requirement. by the Engineer, The Contractor shall furnish competent flagmen whose sole duties shall expiration of the warranty period. e warranty period. This program shall be made available to the City in the form j J a U K) agreement for continuing support. C; MODULE IDENTIFICATION consist of directing the movement of public traffic through or around the work. When of a separate agreement for cant J ~ Each module shall have the manufacturer's name, trademark, model number, serial deemed necessary by the City, the signs "Rood Construction Ahead", No. C-18,ond "End ON SYSTEM. The contractor shall provide a fully operational preemption w 0 number, date of manufacture (month-year), and lot number as identification permanently Construction" C-13, shall be furnished, installed and maintained by the Contractor at locations PREEMPTION SYSTEM. T marked on the bock of the module. as directed by the Engineer at least 48 hours in advance of any construction. system. The contractor shall fur .ontractor shall furnish and install Opticom 711 (Single Unit) preemption o a: to I m The following operating characteristics shall be permanently marked on the back of EXISTING HIGHWAY FACILITIES. The work performed in connection with various existing devices as indicated on the signs cated on the signal plans including all cables and mounting hardware. ~ shall also furnish and install an Opticom 754 phase selector unit in the Y the module: rated voltage and rated power in Watts and Volt-Ampere. facilities shall conform to the provisions in Section 15, Existing Highway Facilities", of the The contractor shall also furnish iet. Exact preemption hardware mounting placement shall be determined by m J R if a specific mounting orientation is required, each module shall hove prominent and Standard Specifications and these special provisions. controller cabinet. Exact preemp i the field. permanent morking(s) for correct indexing and orientation within a signal housing. The Existing City highway signs and street markers shall remain the property of the City. the Engineer in the field. markings shall consist of an up arrow, or the word "UP" or "TOP". Such signs and street markers shall be relocated and maintained during construction so as to convey the some intent that existed prior to construction. The optical detector cable I :ol detector cable (3-M Opticom Model 138 or equal) shall have four TYPE A PEDESTRIAN SIGNAL FACE (COMBINATION RAISED HAND/WALKING PERSON SECTION) Existing City highway' signs and street markers shall be placed in their permanent conductors of AWG #20 (7X28) s AWG #20 (7X28) stranded individually tinned drain wire to provide signal - ER w The following specifications requirments apply to the Walking Person section only. All position by the Contractors forces prior to completion of construction. Signs removed from integrity and transient protection. ransient protection. The individually tinned copper, color-coded insulation general specifications apply unless specifically superseded in this section. the project area shall be delivered to the City Corporation Yard at 4101 Truxtun Avenue. shall be as follows: lows: A GENERAL ROADSIDE SIGNS. Roadside signs shall conform to the provisions in Section 56-2, 3e for delivery of optical detector power Pedestrian signal face modules shall be designed to mount behind or replace the "Roadside Signs", of the Standard Specifications and these special provisions. a. Orange for delivery of c tive return wire for optical detector power i J existing face plate of existing Type "A" housing as specified by the requirements in the ITE Miscellaneous roadside signs shall conform to City Standard TS-4. b. Negative return wire for w for optical detector signal #1 --d' WARNING-REGULATORY SIGNS. Sign panels shall be mounted on posts with Hawkins M2G c. Yellow for optical detec Publication: Equipment and Materials Standards, Chapter 3 (Pedestrian Traffic Control series bolt and vandal proof nut assembly or equal. Roadside signs installed per Standard T-19 d. Blue for optical detecto for optical detector signal #2 Signal Indications). shall be relocated within sidewalk 6 inches from back. The design of the modules shall require a specific mounting orientation. SIGNS-MEASUREMENT. Signs ground mounted on steel posts shall be measured by the PHOTOMETRIC REQUIREMENTS unit. One or more sign panels mounted on a single post installation shall be counted as SIGNAL INTERCONNECT. Signal Interconnect Cable shall be six or twelve pair \ ;he plans and shall conform to the provisions in Section 86-2.08E, "Signal Each module shall provide an average luminous intensity of at least 3,750 candela/m one unit. Signs mounted on the signal most arm or signal pole standard shall be included TRAFFIC SIGNAL INTERCONNI in the lump sum price paid for the traffic signal. as shown on the plans and shall able, of the Standard Specifications and these special provisions. for "Hand" and 5,300 candela/m for "Walking Person" symbol throughout the useful life over REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement Interconnect Cable, of the Stonc the operating temperature range. markings to be removed will be as shown on plans and as designated by the Engineer. The uniformity ratio of an illuminated symbol shall not exceed 4 to 1, between the Traffic stripes and pavement markings shall be removed to the fullest extent conductors The shall conductbeors shall less t t so iuctors shall be solid #19 AWG annealed copper in twisted pairs. The l 1 han highest luminance area and the lowest luminance oreoio the module. possible from the pavement by any method that does not materially damage the surface or 3.5 turns per 14 inches for six F all be no less than 4 turns per 14 inches for twelve pair cable and The color output the module shall conform to the requirements of Section 5.3 in texture of the pavement or surfacing. Where blast cleaning is used for the removal of 14 inches for six pair cable. The cable shall have a corrugated - )led 8-mil aluminum tape applied longitudinally over the core wrap. the ITE Publication: Equiam ent and Material Standards, Chapter 3 (Pedestrian Traffic copolymer coated 8-mil reu must meet the requirements of PE-39 and ANSI/ICEA 5-84-608-1988. Control Signal Indications . pointed traffic stripes and pavement markings, the area shall be shielded so that no material These cables must meet eet the the req ) from the blasting operation is allowed to enter the area that is open to the public traffic. "Hand" shall be Portland orange. Not greater than 0.39 nor less than 0.331 nor Sand or other material deposited on the pavement as a result of removing traffic stripes A pull rope conforming to )pe conforming to Section 86-2,05C "Installation" of the Standard Specifi- less than 0.997-x. and markings shall be removed as the work progresses. Accumulations of sand or other cations shall be included in all it :e included in all interconnect conduit for installation of future conductors. "Walking Person" shall be lunar white. x: not less than 0290, nor greater than material which might interfere with drainage or might constitute a hazard to traffic will 0.330. y. not less than 1.5x-0.175, nor greater than 1.5x-0.130. not be permitted. i I PHYSICAL AND MECHANICAL REQUIREMENTS Traffic stripes shall be removed before any change is made in the traffic pattern. The module shall be designed to be used in the pedestrian signal section as retrofit Blast cleaning for removal of traffic stripes shall be feathered out to irregular and replacement for existing signal lamps and shall not require special tools for installation. varying widths. Pavement markings shall be removed by blast cleaning a rectangular area, The module shall fit into the existing pedestrian signal housing built to the PTCSH rather than just lettering or markings, so the old message cannot be identified. specifications without modification to the housing. After removal of traffic stripes and pavement markings, a fog seal coot shall be The height of each symbol on the module shall not be less than 250 mm and the applied in conformance with the provisions in Section 37, Bituminous Seals of the Standard mm 0 0 width of each symbol on the module shall not be less than 165 mm. Specifications and the following: In traffic stripe removal areas, the fog seal coot shall be applied over the traffic stripe CONSTRUCTION removal area and to irregular and varying widths with on average width of 2 feet on each K 1S! ' ~ I f: The modules shall be o single, self-contained device, not requiring on-site assembly side of the blast cleaned traffic stripe removal area. jII for installation. In pavement marking removal areas, the fog seal coot shall be applied to the blast cleaned rectangular area. CERTIFICATE COMPLIANCE. The Contractor shall provide the Engineer a Certificate Full compensation for furnishing and applying fog seal as specified herein shall be of Compliance e from the manufacturer in accordance with the provisions of Section 6-1.07, considered as included in the contract price paid per square foot for removal of traffic "Certificates of Compliance," of the Standard Specifications. The certificate shall certify that stripe and pavement marking and no separate payment will be made therefor. the LED signal modules comply with the requirements of these specifications. Said certificate Nothing in these special provisions shall relieve the Contractor from his responsibilities shall also certify the LED signal modules conform to the pre-qualified and testing approval of as provided in Section 7-1.09, "Public Safety," of the Standard Specifications. U Col Trans and was manufactured in accordance with the CalTrons quality control program. The TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic stripes and pavement markings certificate shall also include a copy of all applicable test reports on the LED signal modules. shall be thermoplastic and shall conform to Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings," of the Standard Specifications. p REPLACEMENT MODULES. Two spare modules of each size and type used for this project PAVEMENT MARKERS. Pavement markers shall conform to Section 85 i shall be furnished by the Contractor. "Pavement Markers" of the Standard Specifications. TRAFFIC DELINEATION. Immediately after any construction operations where traffic delineation is obliterated or when directed by the Engineer, the contractor shall GUARANTEE. LED signal modules shall be guaranteed by the Contractor for a period replace all obliterated pavement delineation with temporary delineation during the some of one year starting on the day after the project is accepted by the City. Modules that work period, and in no case later than 7:30 a.m. following such work period. cz III fail during this period shall be replaced at no cost to the City, except that City forces will Temporary delineation consists of reflective traffic line tape applied in pieces not less change out the modules in the field. The replacement modules shall be delivered to the than 4 inches long nor less than 4 inches wide, spaced no more than 20 feet apart on Z Engineer, or to the City Corporation Yard located at 4101 Truxtun Avenue, within five working tangents and no more than 10 feet apart on curves. Apply reflective traffic line tape in /I ` 1 days after notification. The failed modules will be made available to the Contractor at the accordance with the manufacturer's instructions. Temporary delination must be the some above address at the some time as the replacement is delivered. color as the permanent delineation. Remove temporary delineation applied to asphalt concrete patches immediately prior WARRANTY. The manufacturer shall provide a written warranty against defects to applying asphaltic emulsion tockcoat for asphalt concrete overlay. o materials and workmanship for the LED signal modules for o period of 36 months after installation of the modules. Replacement modules shall be provided promptly after receipt of Traffic stripes and pavement markings shall conform to Section 84, "Traffic Stripes modules that have foiled of no cost to the City except cost of shipping of the failed & Pavement Markings," of the Standard Specifications and these special provisions. modules. All warranty documentation shall be given to the Engineer prior to installation. Traffic stripes and pavement markings shall be thermoplastic and shall conform to a> > W Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings". R a. CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT. The contractor shall furnish The first sentence of Section 84-2.01 "Materials" shall be revised to read: C) the controller and cabinet assembly for each location conforming to the City "Traffic The thermoplastic materials shall conform to State Specification 8010-21C-19. U~ Signal Control Equipment Specifications The central pod on the Foundation Detail in State Standard Plan ES-4B shall be increased from a height of 3.5" to a height of 12". Pavement markers shall conform to Section 85 "Pavement Markers," and these special provisions: hnlo rnnrrnfr+ nilP foundatlanS Shall be considered _ ~ ~I VU„ ~V'°' with r tl set per ~ecuon as included in the contract lump sum price paid for the item requiring foundations and no Pavement markers shall be placed w opr epoxy A separate payment will be made therefore. 95-2.04 of the Standard Specifications. ph I ry GUARANTEE. The Contractor shall furnish o written guarantee to the City on City /T V l ~u provided form, guaranteeing all systems, except traffic signal Tamps, installed under this contract for a period of one (1) year from the dote of acceptance of the work. The guarantee. properly executed, shall be filed with the City, before notice of completion and final acceptance is mode by the City of the work described on the plans and l _ ~ o these special provisions. d The controller cabinet shall be equipped with two cabinet lights, one for the front { r and one for the rear doors and shall have a switch control at each door that energizes both lights automatically when either door is opened. Fixtures shall be mounted on the inside top of the cabinet near the front edge. Fixture shall be provided with on F15T8 cool-white C7 lamp operated from o normal power factor UL or ETL listed ballast. 00 All Controller cabinets shall have McCain's Traffic supply document drawer model JC5-332drower-3 or equivalent, installed in cabinet. All spade lug connections within the 332 cabinet shall be crimped and soldered. O 3.a-~ ~