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HomeMy WebLinkAbout318-03SIGNALANDLIGHTING_EBRUNDAGE_HAYES_PG1I fi 1 LIST OF DRAWINGS ST. JOHN MISSIONARY BA.' BAPTIST CHURCH 1 . TITLE SHEET 2. TRAFFIC SIGNAL PLAN PLANS FOR 'OR 3. SPECIFICATIONS INSTALLATION OF TR F TRAFFIC SAQtM"M CITY OF BAKERSFIELD SIGNAL AND LIGHTING S, q G SYSTEM ON SM MAW= East Brundage ige Lane CALTRANS 1992 STANDARD PLANS and ES-1A ES-3E ES-6B ES-13 A20C ES-16 ES-46 ES-6R ES-5D A20D Hayes S tre SAN om traeet ES-2C ES-5A ES-6RA T-11 A24A I RCEL MAP 10715 ES-2E ES-56 ES-6S T-12 A248 IN CONNECTION WITH PARCEL MA STATE OF CALIFORNIA ES-3A ES-5C ES-6T T-13 A24C FOR USE IN CONNECTION WITH THE STANDARD PLANS OF THE S' DNS OF THE STATE OF CALIFORNIA DATED JULY 1992 ES-313 ES-5E ES-8 T-14 A24D DEPARTMENT OF TRANSPORTATION, DATED JULY ES-3C ES-6A ES-10 A20A A24E i NOTE: ES-3D ES-6AA ES-11 A20B THE CONTRACTOR MUST POSSESS A TRU%TUN AVENUE EAST x N A x VALID CLASS A OR C-10 CONTRACTOR'S LICENSE THE TIME THIS CONTRACT IS AWARDED. BAKERSFIELD CITY STANDARDS CALIFORNIA AVENUE N EAST CALIFORNIA AVEN EAST CALIFORNIA AVENUE T-3 v w ALL UTILITY LOCATIONS SHOWN ARE i 0 o APPROXIMATE AND ARE SHOWN FOR ail INFORMATION ONLY. CONTRACTOR i SHALL CALL USA AT (800) 227-2600 AND VERIFY UTILITY LOCATIONS 48 U) HOURS BEFORE STARTING CONSTRUCTION. N Y CONVENTIONAL SYMBOLS V) w 8RUNDAGE LANE - - - SECTION LINE T- LEVEE STATE - - - - RIGHT-OF-WAY ~ RAILROAD TRACKS CENTERLINE WALL ry,7 EXISTING TOPO t======= CULVERT X FENCE HEDGE :I EXISTING STRIPING GUARD RAIL r ,A rc ;a UTILITY SYMBOLS CASA LOMA DRIVE IA DRIVE PROJECT WATER LINE SEWER LINE s LOCATION GAS LINE AERIAL WARE APPROVAL BY: i BURIED TELEPHONE AERIAL CABLE i. CABLE PUBLIC WOR DIRECTOR, F CITY OF BAKERSFIELD DATE MANHOLE FIRE HYDRANT LOCATION MAP APPPl1\/AI PP(Yl1AAAp-AIf1Ffl• I N TS rv r r.v •r.~ r~~vvra ra ~.r vw. POWER POLE WATER METER ESS / aoo 0. SCULM RING SERIACES MANAGER EXISTING MONUMENT WATER VALVE AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 51m 3^0 OF BAKERSFIELD PUBLIC WORKS DEPTARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING 7 * E». *-X-OS ACCEPTED STREET RIGHT OF WAY. uNLESS SECURED BY A SUBDIVISION FUTURE MONUMENT GAS METER AGREEMENT SECURITY BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR 1-16-00 THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REGISTERED CIVIL ENGINEER DATE qr CAV01 TRAFFIC NINE EXISTING STREET LIGHT GAS VALVE REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CITY OF BAKERSFIELD F v EXISTING SIGN R FTTGFRS I:BRUNDAGE TALLATION OF TRAFFIC SIGNAL SHEET NO. AND LIGHTING SYSTEM ON 3 C~ PULER 1801 BAKISRSFl CK RS"FF,1.DD,CA t rrF 9,301 a EAST LANE AND HAYES STREET CIVIL L NGI EFRS, SHEETS (661)327.1989 PARCEL MAP 10715 { ~I n V.. P. .f SRy A'r _rrv1 •SS. ;~.F~`. dF' r; 'si f 'V: i:RY'x"P r:~,r yi.~.rp'... a4-n. r wy. ..~r~c-1;.: r Ii-4i.'. n^.. 0 .D".Y ~'..•.n k 1s.,'`~.'Yc' rn; r: v ' .I .,..rl~ ~ ~ ~ ~ ,n p, . J.' !('.Q~.'~M.. 14~'.1.• ; v M r. } ~.r ,~~,..5 11 r -r(~{`~ ti'r7, Y'b:.^,,.. 1~4', y .:Y. ,l Y l - i Y r ' M r ply.,'~Ch~ t ij ! ~ti i'; rl I~t jy T ~}'j~y.~ f i ' ,y-rJ t 3 ' 11 Y.`' -1i4 j Y.,_ id.~~~w~~v'.VT►'~~ . POLE SCHEDULE 711 PRE-EMPT CONTROLLER AREA DETAIL SIGNALS SIGNS NTS LOC. STANDARD W& VEHICLE ' 11 DW Ppe ST. MAW s10M CONSTRUCTION NOTES DON'T WALK • • CONDUCTOR SCHEDULE TB-9 CONDUIT I -3 3" 3" 3' 3' 3' 3' 3" 2" 2" 2" 2" 2' 2' 2' 2" 2" 2' 2' 2" 2" 2" 2" 1 MAT LANE MOUNT R73-4 SIGN ON MAST ARM CONDUCTOR RUN L AA © (+26VDC OUT) ORG 02,05-01,06 O 17-3-80 20 SV-1-TA SP-i-T ~8 {b6 E. BRUNDAGE 9[1 1-1 NOTES A A A A A A (+26VDC OUT) ORG 3 04,07-03,08 1 © 1A TV-2-T SP-1-T 06 04 ® 28 CONDUCTOR 4 3 2 2 1 1 1 1 (CH A DET) YEL 4 02,05 9 CONDUCTOR 1 1 1 1 1 2 02 15 SV-1-TA g❑ F - 18' 5 CONDUCTOR 1 1 1 1 1 (CH B DET) YEL 5 01,06 J3 © 26-4-80 MAS SP-1-T 02 08 HAYES STREET MOUNT R73-3 SIGN ON MAST ARM 40 LT-MAT 10 LIGHTING 2 2 2 2 2 2 2 2 (DC COMM OUT) BLU/BARE 6 e2,05-01,06 TICOM CABLE _4 3 2 2 1 1 1 1 (CH A DET) YEL 7 04,07 7 2 O 1A TV-2-T SP-1-T 04 02 0 1 DET. 1 1 1 1 (CH B DET) YEL $ 03,08 e D ET. 4 4 4 4 4 2 0 3 DET. (DC COMM OUT) BLU/BARE 9 04,07-03,08 O 17-3-80 15 SV-1-TA 02 E. BRUNDAGE 0MOUNT R73-4 SIGN ON MAST ARM _ 20 MAT LANE 0 4 DET. 1 1 1 1 1 1 DLC 0 5 DET. 1 1 1 1 OPTICOM FIELD WIRE DETAIL O 1A TV-2-T SP-1-T 02 MOUNT R96 do R96A SIGN ON POLE 0 6 DET. 4 4 4 4 2 11 N TS pp SV-1-TA 0 8 DET• 1 1 NOTE: ASSUMING T89-2 & T89-3 ARE UNUSED ON I t I t h- I V I TOTAL 12 6 6 1 1 6 6 6 5 2 1 5 2 THE J FILE, MOVE WIRES ON J11-J & J11-K I U' I V I D © 26-4-80 15 MAS SP-1-T S62 HAYES STREET 9 F - 18' 40 LT-MAT MOUNT R96 do R96A SIGN ON POLE / 6 SERVICE 3 3 2 (TWISTED PAIR) TO J12-E & J13-E U O 1 A TV-2-T 06 INTERCONNECT RESPECnvELY. I N I W I V I MI Ifl I NOTES: (F) DISTANCE PER CALTRANS STANDARD PLANS A. INSTALL PULL ROPE PHASE DIAGRAM I IV I = I P °4 06 I I I V I 4~ H BI I 05 s, 08P s4P 9 i2 a or e5 02 06 O A 1 nn I 1' 02P 02P P 01 and 05 01 and 06 02 and 05 08 11 \ 02 and 06 04 and 08 6 O / - A 0 12' 08P 0 12' 08 6 Q _I--_---- ® J:r' \ ~m a a: i c a c a m a a e o x ~e a o sP 4 DRIVEWAT L 05 - - 0 0 4 6AL 6J2L EAST BRUNDAGE LANE 9 06 I , 1 - 200' TO UMIT UNE+-I 6d#{i, - - 12 - - - - --6-d 2 - - - / - - - ; 100' 60' - A_ t 2' 100' 50' W TAPER BAY TAPER 6' fi-r DETAIL 38 6' m WOO 17- -0\ I i-A 01 g' DETAIL 38 9 9 J 11 2120 11 TYPE IV ARROW (TYP)_a~ 2 - - - - ` - - - - - ' 2 -2 - 12 ~ 02-04 Existing Limit Line 212L 200' TO LIMIT LINE 214L 2 ® 02P _ _ 1 KN © 1 ff -a 7 7 _ _ 2 0 T IT 02 04 1 04 ' 0 390' TO LIMIT LINE L~ °JO - 1 ~O O 9 58 1 11 ~ 00 6'x30' Note: Prior to acceptance of the signal by the City, an agreement for maintenance shall NOTES Note: Pri be executed by the owner and the City for the detector loop 8J7U. 1 Type 170E Controller, and 332 Cabinet assembly shall be supplied by the Contractor. be execu Install Type 170E Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III-BF, furnished & installed by the Contractor. Mount controller cabinet - - - - - - - - - - - - - _ - Existing Limit Line on foundation per Caltrans STD ES-4B with foundation height increased from 3 1/2" to 12" 3 Pull box in front of controller shall be No. 6. Pull box adjacent to P.G.& E. power point shall be P.G.&E. #043459. Interconnect pull boxes shall be No. 5 w/ extension. All others shall be No. 5. 18 - 4 Luminaires shall be cutoff type, 200 W HPSV. Note: Striping shall be laid out as shown and as 5 All signal indications shall be 12 inch. directed by the Engineer at the site. 6 Street name signs and hangers are furnished and installed by Contractor. o 2' 12'~~~_~ / 70' _ 7 All pedestrian indications shall be international symbol type as detailed in the specifications. 30' 8 Location of the standards shall be located as shown on plans and as directed by the Engineer. 1" = 20' z ® Furnish and install Opticom 711 pre-emption devices (Four total). The Contractor shall furnish and install ~12 _ all cables and mounting hardware. The Opticom 562 phase selector unit shall be installed in the cabinet by the Contractor. Contractor shall make internal connections at cabinet for a fully operational pre-emption system. a Exact pre-empt hardware mounting placement shall be determined by the Traffic Engineer in the field. I 10 Type C loops shall be 6'x50' except as noted otherwise. Diamond loops shall be 6'x6'. Detector loops and I.....1-Ln e. ...i~L. i". Q, ..f ♦L.e ,a v1. fl ,.,line e.1.. III tie n minim„m of Z n in nh nc. Kolnw 0m o„rFnrc ..f L4.. nn"inn IGVV-1110 Alllllll V VI 111G lW, V IIVAl111G JIIVII VG V IIIII IIIIIY111 W. V.V IIIVIIGJ VVIV.. HIV VVI IVV6. VI %"1 F/V •Illy. JOIN 0. 6rJ1UllJI All loops shall be located in the field by the Engineer. _ - - ` _ 110. 318!6 11 Place Caltrans Detail 22 Stripe (Thermoplastic) Eqk. ~AVL•l~y~J / L~L ~'-.Z7- 00 4), \r ® 1211 wide white Thermoplastic Pavement Marking 14. REG STERED CIVIL ENGINEER DATE q\F © Obliterate existing striping which conflicts with new striping / ® Place Caltrans Detail 9 (Thermoplastic) / ® Place Caltrans Detail 29 (Thermoplastic) DATE DESCRIPTION OF REVISION- 11/15/2000 ~fem. LL, T T ^ T, Il (`T LLB'T ^ Revisions to striping R..`J ® Place Caltrans Detail 32 (Thermoplastic) uR i 18012 Ist AKERSF~ d)~ AS 93301 © Place Railroad Crossing Symbol per Caltrans standard plan A24C 1 1 /27/2000 Revisions to striping v C14 LJL E B ® Install R26 (18"x24") sign as shown per City Standard Plan T-9 t WiL FNCE EFY5 (601)327-19x9 " File Name: StG-DES.dw Drawn: ul ES.dw Drawn: UP TRAFFIC SIGNAL INSTALLATION AT ST. JOHN MISSIONARY BAPTIST CHURCH - PM 10715 Job No.: 318-03 En ineer: 3 Engineer: UP SHEET NO. Date: 10/11/00 Checked 13 Checked By: JDS EAST BRUNDAGE LANE AND HAYES STREET 2 of 3 r :r. Fnt,~ c L.r~yf `1~ .t.1...' vy ♦ l`,' x•,t ~1 ''11 ~'~~11~+YS~ r 1 r K.. F ! ~4: ~$v J! .f c.~. ~h}t5.; 17i-'Y~ L.~ k1` .y4) 1~p c n A ,.n • i a ~7 !'i, YY. c~r ~:fi ' ~ _#~'v „7i ~ '`Y..~ ~..k4i1 rP Mf.'.~a,.a i_ ~ i, ~Y. ' i ::jj 30 amp. 240 volt. 3 pole main breaker and the following branch 2.81) PHth~oOMETRI tea pRa ENT t«^PerL DDn rtraffic si of - 1al mod duleo +hall most at least BS percent of the minimum VTCSH intensity requirements while rating The minimum Initial luminous intensity values for LED traffic signal modules shall be as defined in Section 11.04 of the VTCSH standard at 25C. Unless otherwise noted, service shall be as shown on the plans and shall be furnished with 60 amp, 240 volt, 3 p breakers: VTCSH 1 - GENERAL Amps Phase Volts Branch Metered 'State of California. Department of circuit Traffic Signal Yes The measured chromaticity coordinates of LED signal modules shall conform to the chromaticity requirements of Section 8.04 and Figure of the 1.00 GENERAL This work embraced herein shall be done In accordance with the Standard Specifications entitled No. standard. oq CAL. I LED li ho no vivolts sibleleffect otthe~lumi ouslrcuitry Transportation, Standard Specifications, July, 1992,' as referenced herein, which specifications are hereinafter referred to as the Standard Specifications, 1 50 i 120 voltage sholi _ 135 vol from a -ED 60 Ice points shown on the plans. s~0alll prevent pier pt flckerlo rd the volalg range specified abowtTheZfluctuations of/Mvoltage and in accordance with the following special provisions. 2 30 1 120 Lighting No 1.01 ORDER OF WORK. Order of work shall conform to the provisions in Section 5-1.05, 'Order of Work", of the Standard Specifications and these The Contractor shall arrange with the serving utility to complete service connections to service points shown on tt cial provisions. special xa Standard Specifications and these special provisions. Intensity of the Indications. Rated voltage for all measurements shall be 120 volts. NI wiring and terminal blocks shall meet the requirements of Section 13.02 of the VTCSH standard. Two secured, color coded, 914 mm (36 in) long 600 V. Testing. 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 striping removal shall be completed a minimum of two days pelan to "at being placed into operation. Pavement delineation shall be replaced by 2.06 TESTING. Testing shall conform to the provlskxna in Section 88-2.14. 'Testing , of the Standard Specifloo < temporary delineation before opening the traveled way to public traffic. Temporary delineation eho11 consist reflective traffic line tope applied in pieces for each Type 1 LED signal module. manufacturer's apart on iana~Tenor more mporary twenty shall )De The signal shill not be placed In flushing mode, with signal faces uncovered, prior to Functional Testing. not less than an four four (4) Inches long nor leas than four (4) inches wide spaced no more in accordance with tthean ton (10) feet 14C "Functional Testing"", of the Standard Specifications and the The signal module antboard circuitry shall Include voltage surge protection to withstand high?repetltlon noise transients as elated M Section 2.1.8 of N MA feet apart on tangents. Reflective traffic line tape shall be applied TESTING. All functional testing shall conform to the provisions Is Section 86 2.140 "Functional Testin consider the some color as the permanent delineation. Full compensation for temporary delineation Standard TS-2. 1992. wglhDe mode therefor.os included in the prices paid for the FUNCTIONAL following paragraph: contract items of work that obliterated the existing delineation and no separate PaY^'se Section 86-2.140 'Functional Testing' of the Standard Specifications shall be amended to i shall amended to read as follows: i. Including g signal interconnect circuits, , have been thoroughly tested LED signal modules shall be operationally compatible with currently used controller assemblies (slid stole load swltches, flashers, and conflict monitors). When Initially installed, all vehicle and pedestrian signal signal laces shall be aimed and covered with cardboard or other material with e cishale The fourth paragraph of traffic signals shall be made only after all traffic signal circuits, including signal inter LED signal modules and associated on?boord circuitry must meet Federal Communications Commission (FCC) Title 47, Subpart B. Section 15 regulations [maximum one (1) Inch diameter In front of each h signal Indication. The covers shall remain in place until all signal operations have e been en checked and Turn on of new or modified signal is placed Into operation. oncrete around controller shall be complete two days prior to turn on. specified above. concerning the emission of electrbnlc noise. , as shown on he plans, and the Installation a thereof, ecot~on ectbnol Louvers", Section 86-4.03. "Bockpl The LED signal module shall provide a power factor of 0.90 or greater. Prior to commencement of the traffic signal functional tests. all Items of work related to the signal control shall be completed and all signs shall be in as 2 SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary equipment. as shown on the plo place conform to the provisions in Section 86-4.01, "Vehicle Signal Faces', Section 86-4.02, "Directional Louvers", Sect ovlsions. v dMoun Assemblies'. he Standard Sp ci these special provisions. ond louvers and Dack shall structural plastic. Told harmonic distortion (current and voltage) Induced into an AC power line by a LED signal module shall not exceed 20 percent. 1.02 speOBSTRUCTIONS. Attention is directed to Section 8-1.10, "Utility and Non-Highway Facilities', of the Standard Specification, the plane, and the - 2.08E CERTIFICATE OF COMPLIANCE. The Contractor shall provide the Engineer a Certificate of Compliance from the manufacturer In accordance with the special provisions. Housing. 'Signal All lamps for traffic signal unite shall be furnished by the Contractor. provisions of Section 6-1.07, "Certificates of Compliance," of he Standard Specifications. The certificate shall certify that the LED signal modules comply The Contractor shall be required to work around public utility facilities and other improvements that are to remain in place within the construction area with the requirements of these specifications. Sold certificate shall also certify the LED signal modules conform to the pre-qualified and testing applicaNs ppro test or that are to be relocated and relocation operations have not been completed. In accordance with the provisions in Section 7-1.11, "Preservation of shall be provided with twelve (12) Inch sections. underground facilities facilities and All signal }aces The Improvements for any damage or Interference with service resulting from conducting his operations. The fourth sentence of the first paragraph of Section 86-4.06, 'Signal Mounting Assemblies". of the Standard Sf s", of the Standard Specifications, shall be amended to read as of Cal Trans and was manufactured in accordance with the CalTrons quality control program. The certificate shall also Include a copy o reports on the LED signal modules. Property", and Section 7-1.12, 'Responsibility for Damage'. of the Standard Specifications, thCotracto shall blocation of e liable to owners of 2.08G GUARANTEE. LED signal modules shall be guaranteed by the Contractor for a period of one year starting on he day after the project Is ded In moving or bemoving utility l facilities or using other improvements or maintaining such services lt or utilities. The follows: d ductile iron. accepted by the Engineer. Modules that fall during this period shall be replaced at no cost to the City, except that City forces will change out the with the improvements services. within the Other forces construction may area eh engaq 9 and modules In the fleld. The replacement modules shall be delivered to the Engineer, or to the City Corporation Yard located at 4101 Truxtun Avenue, within ' Contractor shag cooperate with such forces and conduct his operations in such a manner as to avoid any unnecessary delay or hindrance to the work Post top slip-fitters and terminal compartments shall be cost bronze or hot-dip galvanized ductile iron. being performed by other such forces. five working days after notification. The failed modules will be made available to the Contractor at the above address at the some time as the d sections and the red arrow sections shall utilize light emitting replacement is delivered. Due care shall be taken to minimize damage to existing Irrigation systems and plant materials. The Contractor shall be responsible for repairing and 2.08 LIGHT EMITTING DIODE SIGNAL MODULES the 300 mm red sections. the 200 mm red sections and the re( 2.08H WARRANTY. The manufacturer shall provide a written warranty against defects in materials and workmanship for he LED signal modules for a eriod tallation after lint emitting diodes one the light source in lieu of an incandescent cost to the6Citynexcepttcostsof shipping ofetheof Ned m dulesont ardantsdocumentation shall bepgiven to theeEngineer priorl tohntstallation. at no reconnecting severed u damaged lines and/or wiring and replacement of damaged plant material his own coat. In the event of interruption of Irrigation operations due to damage e b by the Contractor, the Contractor shalt be responsible for maintaining the health of plant material in the area for 2.08A DEFINITION. For dl traffic signals laces, diode signal modules. I the duration of Irrigation interruption. ht emitting diodes as 1.03 MAINTAINING TRAFFIC. The Contracts shall furnish. Install and maintain signs. lights flogs and other warning and safety devices when performing Each light emitting diode (LED) signal module shall consist of an assembly that utilizes lig 9 Iamb Tfor y use in traffic signal sections. itodord traffic signal housing. The lamp socket, reflector, reflector 209 PEDESTRIAN SIGNALS Pedestrian signals shall conform to he pro visions in Section 86-4.05, "Pedestrian Signal Faces". of the Standard work which interferes with or endangers the safe movement of traffic on any street or highway. Each Type 1 LEO signal module shall be designed to be installed In the door frame of a standard traffic signal I s and and tons shallmounnot cent Signs, lights, flags and other weaning and Devices dUevsleeln Perftom+fonceeof Work Upon Hlghwaya~Pubelnshed DytthStatstol Coltfomla•MOmepartmsnl of Each Type LEDegndl module shalleebe designlamp which o Type 1 LED signal module Is installed. Specifications and these special provisions. standvdalasecti~et normally usedtwithDon~ conform normally used with on Incandescent lamp. Men a Type 2s. LED signal replaced Controls - blaming Signs Lights. and Devi option Pedestrian signals shall be Type G, conforming to the following: of the Contractor, the standard lens may LED signal module shall not require any modification to the Type G -Each Type G pedestrian signal shill consist of o housing with hoot screen, ° menage plate and two (2) light sources, each consisting of ~i Transportation. Application and use of devices shill be as specified and as directed by the Engineer. module Is used a standard ule sh signal lens Ire the door frame shall d used or, o the optics of the Contras{ luminous tubing and power supplies for the luminous tubing. 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 translucent red Isms to seal the signal erection From weather. The Installation of a TWO 2 LED signal module < Immediately of any streets impassable for fie fighting equipment. standard lamp socket or reflector. shall be from the same manufacturer, and each slz ifocturer, and each size shall be the some model. The message plate shoo be one-eighth (1/8) Inch nominal thickness ultraviolet-stabilized, prismatic-patterned pdycorbonate pl thre~eteenth located ols ore where except area entire terial d power supply shall be contained Inside the module. Circuit boards rook the Tee wage plate shall belhard andfldurable a d~shall bondtsuch thatDit wills of flake or peel whenhthe mbessage pl° a is In usee orals washed. to c sealed booed and power supply shall be a Where construction operations are actively in progress a minimum of one traffic lane for each direction of hovel shall be open for use by public traffic. eh~ t, Type I and L to al Chapter module power supply, a red lens and (3/16) Inch nominal thickness hommered wire-glass; or thres-sixteenth (3/16) Inch nominal thickness ultraviolet-stabilized. prismatic-pot acrylic over -block mo hove a The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience", of the Standard Specifications, shall be amended to rood as follows: 2.08B GENERAL. LED signal modules used an this project o^ power, a print c er pproof roof shall 6 otter of th Installation atio unit conductors for "Transportation and connection. ecElectrical tion. The Thequ circuircuit b and and otioe"". The symbols shall be the only illuminated portion of the message plate. ; Such lanes shall not be leas than twelve feet in width. gaskeants necessary for operation except, at conform Where construction r operation except, at the option of the Contractor, use of a The message plate ahail be sealed to a polycorbonate case to form a dust tight and weatherproof module. The module shag contain and properly signal be modules shall be a sealed unit containing all components shall operations are not actively a es the number of lanes specified by the table below shall be open for use by public traffic. corresponding lens mounted h the door frame will on allowed. support the luminous tubing and power supplie& ` Such lanes shall not be Iaaa than twelve (12) fuel In fn Type t, I 2 , LED and shall Each light source shall have a separate power supply. Each power supply shall require less then 36 watts with a power factor of of lose than ninety traffic may be permitted to use the shoulders and, width. If half-width construction methods are used, kaYfsaohweldere niecesaaryufor the side of the roadbed opposite to the one under constnxtlnNo odderof compensation will be allowed for any shaping o tochad and shall conform to Section 86-4.01C, "Electrical percent (90%) over a range of Input voltages from 105 to 130, at a frequency of 60 + 1 Hz. Each symbol shall be not less than eleven (11) Inches high and not less than sewn (7) Inches wife. accommodation of public traffic thereon during paving nadditional c Conductors for Type 1 modules shalt be 1m in length, with quick disconnect terminals attached and shall canto a1h outer surface and mode of ultraviolet stabilized plastic or of 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 Components,' of the Standard Specifications. (direct sunlight) exposure for a minimum period of convex, convenience an furnish. install and maintain construction . Al . area signs, lights. flares. leer, the Contractor rating (Type shall barricades, and other facilities for the ode Iaaa The lone shall capable of withstanding to ultraviolet the unit. a minimum period of 5 years without exhibiting evidence of Pedestrian signals shall have front sorsens conforming to the provisions in Section 86-4.05B, "Front Screen". of the Standard Specifications. deemed necessary bye odes, City, the signs e f ilities f Construction shall The lens of the Type I module ahdl be integral to the unit, shall be convex with th a a smooth outer surface an expense, and direction of public traffic. Alsoo, vdi hts. ir temporary 2.10 LUMINARIES. Luminaries shall conform to the provisions in Section 86-6.01. "High Intensity-Dischorge Luminaries", of the Standard Specifications consist of directing the movement of public traffic through around the , work. When to deterioration. home with none-piece EPDM (ethylene propylene rubber) gasket. and these special provisions Msod No. C-18, and "End Construction". No. C-13, shill be furnished, (natdled and maintained by the Contractor at locations as directed by the The Type 1 module, and the lens used with a Type 2 module shall be sealed In the door frame with a one-pk uiance in light output, pattern or visibility for any mounting Luminaries shall be furnished with high pressure sodium lamps and integral ballasts with lamp wattages as shown on the plans. Engineer at least forty-eight (48) hours In advance of any construction. An in-line fuse shall be located in the pull box. The Contractor shall report all accidents to the City Engineer. Type 2 LED signal modules shall not require o specific mounting orientation or have a variance in light output, orientation. 1.04 EXISTING HIGHWAY FACILITIES The work performed In connection with various existing facilities shall conform to the provisions M Section 15, The LEDs shall utilize AIInGoP technology and shall be the ultra bright type rated for 100,000 hours of eontinu x,000 hours of continuous operation from \bOC to 74 C. 211 PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions in Section 86-6.07, "Photoelectric Controls", of the Standard 'Existing Highway Facilities', of the Standard Specifications and these special provisions. in the loss of not more than 5 percent of the signal module light Specifications and these special provisions. wired such that o catastrophic failure of one LED will result In the loss of not me Each luminary shall be provided with a Type IV photoelectrical control. Existing City highway signs and street markers shall remain the property of the City. Such signs and street markers shall be relocated and maintained output during construction so as to convey the some Intent that existed prior to construction. The Individual LEDs shall be the entire string or Indication. 2,12 CONTROLLERS, CABINETS AND AUXILIARY EOUIPMENT. The Contractor will furnish the controller and cabinet assembly for each location complete with conflict d locks. keys packs and units control N overage production itraffic signal slectionodbutawit shall e outa visordorchoodMg thall enFouundationrDetail /nuSate Sa nil d Plan ES-48 shall be Maeasediffrromloa heightmoduleo, switch their Signs removed from them projectsareat shallkbbes delivered to the City Corporation Yo d aatt 4101y Truxtuthe forces prior to completion of construction. monitor three and one-half (3.5)bInches tona height of twelve (12)ad on units. led in o standard inches. Con Existing City highway q The failure of an individual LED In u string shall only result in the loss of that LED, not the entire string or Ir laced The LED signal modules tested or submitted for testing shall be representative of typical average production to ed. guaran the f ity an ee to guaran itten , except im red 15 watts for 200 mm red and 15 watts for 300 mm red lamps andAau oscope, In allled tun der dtthis mcontractefor a period tof onet(1) Cyear from the datetof hacceptan et oft his Iwork to The guar ntee, properly 2 - TRAFFIC SIGNALS AND LIGHTING to California Test No. 604. All optical testing shall be performed with the module mounted In a standard traff attached to the signal section. executed, shall be filed with the City before notice of completion and find acceptance is made by the City of the work described on he plans and these 2.01 FOUNDATIONS. Foundations shill conform to the provisions in Section 88-2.03, "Foundations", of the Standard Specifications and these special Maximum Initial power requirements for LED signal modules shall be 25 watts for 300 mm red. 15 watts for provisions. arrow of 25C. antain not less than 85 percent of he standard light output values special provisions. special provisions. -017), after 48 moths of continuous use In a traffic signal operation The Contractor shall furnish the anchor bolts, nuts and washers to be used for new foundations and shop furnish the appropriate nuts and washers for found in the ITE publication ST-0088. 'Vehicle Traffic Control Signal Hoods' (VTCSH ST-017), after 48 months ular LED signal modules, arrow modules shall conform to the following: 2.15 DETECTORS. Detectors shall conform to the provisions in Section 86-5, "Detectors," of the Standard Specifications and hen Location and layout of detector loops shall be as directed by the Engineer. existing foundations to be reused. LED signal modules shall be rated for o minimum useful life of 48 months and shall maintain not Iese than f over the temperature range of \bOC to +74'C. In addition to the requirements for circular LED signal module 2.02 CONDUIT. Conduit shill conform to the provisions In Section 86-2.05, "Conduit", of the Stondord Specifications and these special provisions. :tlon 9.01 for arrow lenses. The LEDs shalt be spread evenly across the CONSTRUCTION MATERIALS: stated to the VTCSH Section 9.01 for arrow er minimum average luminous Intensity of 5,500 candela/m2, as Loop detector lead-In cables shall conform to the provisions in Section 86-5.01A (4), "Construction Materials: of the Standard Specifications Conduit may be installed by either jocldng/drilling or open trench methods. Installation using jacking or drilling shall conform to Section 86-2.05C, 'Installation", of the Standard Specifications. Open trench installation in pavement shall conform to the fallowing epeciflcations The LED red arrow Indication shall meet existing specifications illuminated portion of the arrow area. Each LED signal section Indication shall provide a minimum overage lurr go of 120 VAC. and these special provisions. Loop detector load-in cables shall be Type B, and shall conform to the following: a. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement in a trench not to exceed six (6) inches in width. measured by the VTCSH. All measurements shall be performed at rated operating voltage of 120 VAC. Ito designed as retrofit replacements for existing ooc units signal wires in the pull box shall be twisted at a minimum rate of 5 turns per foot, and he splice must be soldered and completely waterproof. Connect one and of the ahldd to earth ground (at cabinet) and Insulate the other and with no possible path to earth ground. existing traffic signal section housings built t tot the VTCSH without Loop Trench shall be cut using o rock saw and all loose uncompacted material shall be removed from the bottom of the trench prior to placement of MECHANICAL REQUIREMENTS. LED traffic signal modules shill be designed es retrofit re, conduit. The top of the Installed conduit shall be a minimum of twelve (18-21) inches below finished geode. 2OBC PHYSICAL AND lamps and shall not require special tools for Installation. LED signal modules shall fit into existing traffic sign modification to the housing. rrmpoents I.e., Isms, lamp module, gaskets, and reflector shall be All spade connectors used to attach to terminals Inside the controller cabinet shalt be crimped and soldered to the conductor. b. The conduit shall be placed In the bottom of the trench and the trench shall be backfilled with a two (2) sack slurry cement bockfill. Slurry Installation of a LEO signal module shall only require the removal of the optical unit components. l.e., lens to frln INSTALLATION DETAILS: Installation details shall conform to the provisions In Section 88-5.01A (5). *installation Details.* of the Standard 9 Specifications and then special provisions. cement backfill shall be placed Prior quality paving asp 99 c9 commercial ptieol unit. The lens may be tinted or may use transparent film or Slots cut in the pavement shall be blown out and dried before installing inductive loop detectors. halt and 0.20 of the pavement surface. The top 0.20 feet shall be badcfllled with asphalt concrete produced from weather tight and fit securely module the housing and shah connect directly o electrical wiring. or other materials to enhance ON/OFF contrasts shall not affect After conductors ore Installed in slots cut in the pavement, the slots shoo be flied with epoxy sealant conforming to the requirements in c. Prior to spreading asphalt halt concrete shall be performed by any method which will produce an asphalt concrete surface of LED SIGNAL MODULE LENS. The LED signal module shall be capable of replacing the opticol unit. The lens m In to alt concrete. paint binder shall be applied as specified in Section 39-4.02, 'Prime Coat and Paint Binder". of the Standard materials with similar characteristics to enhance ON/OFF contrasts. The use of tinting or other materials to Section 95-2.09. "Epoxy Sealant for Inductive Loops," to within 1/8 Inch of the pavement surface. The sealant shall be at least 1/2 inch thick Specifications. Spreading and compacting of asp uniform smoothness, texture, and density. chromaticity and shall be uniform across the face of the ens. be filled wsieal set shal lllibe remo following from the adjacent road surfaces without the use of solvents. above, slots materials: used to provide front surface abrasion resistance. In the the conductor In sthe saw pecified cut. Before setting. either err surface will be olThe wed on the too 0.20 feet If a polymeric lens is used, a surface coating or chemical surface treatment shall be used to provide front d. AN excavated areas in the pavement shop be Dack except for the top 0. foot, by the end of such work doe. T top 0.20 foot shall be operating temperature range of -40'C (-407) to +74'C (+1851=). 1. An elastorneric secant conforming to Section 86-5.01A (5) of the Standard Specifications. placed within three (3) working days after trenching. Temporary roodmix or other r acceptable temporary until such a time as the permanent asphalt surface Is placed. ENVIRONMENTAL REQUIREMENTS. The LED signal module shall be rated for use In the operating temperature requirements of NEMA Standard 250-1991 for Type 1 enclosures to dust and moisture rat Intrusion per the rrequirements of eran g NEMA The LED signal module eMEN be protected signal 2. Asphaltic Emulsion Inductive Loop sealant conforming to Section 86-5.01A (5) of the Standard Spsclfleotbna Dependent upon adverse soil conditions or other circumstances encountered at the time of construction, the Engineer may specify which of the above protect ail final mat components. methods may be used. Identification of each conductor pair shall consist of labeling the phase and detector slot number (e.g. - 6,12L. BJBU, 315U, etc.) in permanent Ink on a tog suitable for such purposes (Stuart Electric Ty Rop, Catalog No. TY5532 or approved equal). 2.03 PULL BOXES. Pug boxes shall conform to the provisions In Section 86-2.06, "Pull Boxes". of the Standard Specifications and these specs squiring onsits assembly for installation into on existing traffic signal Detector loops In concrete pads shall be seded with epoxy sealant. WESSIpu. provisions. The LED signal module lens shall be UV stabilized. CONSTRUCTION. The LED signal module shall be a single, self-contained device, not requiring onsite asaemb hr Sinn. The power supply for the LED signal module shall be Integral to the unit.  W to assure all internal components are oovwu-7 -vv- • UU)efv 2.04 CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions In Section 86-Z.08. *Conductors". and Section Bb-[.UV, The assembly and manufocturing process for the LED signal assembly shall be designed to assure all Intern( *"ring', of the Standard Specifications and these special provisions. from high winds and other sources. to ASiM epecifkatlons for the materials where applkabl°. module shall be made of 1J194V0 flame retardmt moterbls. The bns of rv J" DATE t~ Conductors - The Contractor shall use multi-conductor electrical cables for dl circuits except between the service switch and controller cabinet. withstand mechanical shock and vibration MATERIALS. Material used for the lens and signal module construction shall conform to AS71A specifications Conductors shall be spliced by the use of 'C' shaped compression connectors as shown on Standard Plan ES 13. Enclosures containing either the power supP Y Splices shall be Insulated l or electronic components of the signal module shall be made Insulated by 'Method B'. the signal module is excluded from this requirement. trademark, and other necessary identification permanently marked on REGISTERED CIVIL ENGINEER The optical detector cable (3-M Opticom Model 138 or equal) shill how four conductors of AWG #20 (7X stranded individually tinned droll wire to the bock of the module. Each LED Dud LED signal module shall be identified for warranty purposes. and ,onty purposes. il provide signal integrity and transient protection. The Ndlvldudly tinned copper, color-coded Insulation shall ll be as (allows. NODULE IDENTIFlCATION. Each LED signal module shall how the manufacturers name, trademark. and other nption, and volt-ampere. 1.` FTTGERS a. Orange for delivery of optical detector power b. Negative return wire The following operating characteristics shall be Identified: rated voltage. power consumption, and volt-amps for optical detector power ;s) for correct indexing and orientation within a signal housing. The CHt7LER 180' 213r.MEEf.StlffE4 DATE DESCRIPTION OF REVISION BAKERSFIELD, CA 93301 c. Yellow for optical detector signal 01 Each Type i LED signal module shill have prominent and permanent vertical marking(s) for correct indexing I\1I1. FN(.INEEKS,, (661) 327-1969 d. Blue for optical detector signal /2 markings shall consist of an up arrow, or the word 'UP' or 'TOP'. 11/15/2000 Revise conduit depth, remove autoscope circuit SHEET N0. File Name: S s.dw Drawn: ~ecs,dw Drown: UP SPECIAL PROVISIONS FOR TRAFFIC SIGNAL INSTALLATION AT 3 of 3 Job No.: 31 B-03 En inee g-03 Engineer: UP EAST BRUNDAGE LANE AND HAVES STREET 1/00 Checked By: JDS ST. JOHN MISSIONARY BAPTIST CHURCH - PM 10715 Dote: 10/11/00 Checks