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HomeMy WebLinkAbout154-05SIGNALANDLIGHTING_CALLOLWAYATPLAZASHOPPING CENTER_HAGEMAG_DRAKESPASSAGE_PG1v , .a LIST OF DRAWINGS DONAIL-IlUE SCHR' HT I R SHEET NO. 9 1 TITLE SHEET PLANS FOR 'OR ti 2 TRAFFIC SIGNAL FLAN ON CALLOWAY DRIVE 3 TRAFFIC SIGNAL PLAN ON HAGEMAN ROAD INSTALLATION OF TR F TRAFFIC 4--6 SPECIAL PROVISIONS V G SYSTEM ON SM CITY OF BAKERSFIELD CALTRANS 1999 STANDARD PLANS SIGNAL AND LIGHTING- S MONO ES-71D CALLOWAY DRIVE AT THE PLAZA ,AZA SHOPPING CENTER • CALTRANS 1992 STANDARD PLANS and ES-1A ES-3E ES-613 ES-13 A20C KE S PASS AG_E_ WAY sm om ES-113 ES-413 ES-6R ES-51D A20D HAGEMAN ROAD AT DRAKES ES-2C ES-5A ES-6RA T-11 A24A ES-2E ES-5B ES-6S T-12 A24B STATE OF CALIFORNIA ES-3A ES-5C ES-6T T-13 A24C FOR USE IN CONNECTION WITH THE STANDARD PLANS OF THE S 1NS OF THE STATE OF CALIFORNIA JULY 1992 AND JULY 1999 ES-3B ES-5E ES-8 T-14 A24D DEPARTMENT OF TRANSPORTATION, DATED JULY 1992 AN ES-3C ES-6A ES-10 A20A A24E 9~~s NOTE: , ES-31D ES-6AA ES-11 A20B THE CONTRACTOR MUST POSSESS A VALID CLASS A OR C-10 CONTRACTOR'S HAGEMAN ROAD LICENSE THE TIME THIS CONTRACT IS AWARDED. BAKERSFIELD CITY STANDARDS PROJECT T-34 HAGEMAN ROAD LOCATION °a ALL UTILITY LOCATIONS SHOWN ARE a APPROXIMATE AND ARE SHOWN FOR W INFORMATION ONLY. CONTRACTOR o SHALL CALL USA AT (800) 227-2600 } w ; t " < AND VERIFY UTILITY LOCATIONS 48 ;d z ~ 7ti n HOURS BEFORE STARTING CONSTRUCTION. q CONVENTIONAL SYMBOLS Q Q 9 9 9 Os- w - - - SECTION LINE --.--.--r- LEVEE MEACHAM ROAD DOWNING AVENUE - - - RIGHT-OF-WAY RAILROAD TRACKS CENTERLINE WALL i EXISTING TOPO k=====_= CULVERT X FENCE HEDGE 0 4 EXISTING STRIPING - GUARD RAIL 0 Q. UTILITY SYMBOLS ROSEDALE HIGHWAY AY WATER LINE SEWER LINE 1. APPROVAL BY: GAS LINE AERIAL WIRE BURIED TELEPHONE AERIAL CABLE CABLE f• oo%~tt U WORK$ DIRECTOR, OF BAKERSFIELD DATE i T MANHOLE FIRE HYDRANT LOCATION MAP APPROVAL RECOMMENDED: N TS POWER POLE WATER METER PgpFESSlp., / X-, i 1 ✓JA//)'ww f. ~ ,r ~•~•l1~  iaw o. x c~ }1 N IN I G VAC MANACER EXISTING MONUMENT WATER VALVE AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD >r No. y,eay a CITY OF BAKERSFIELD PUBLIC WORKS DEPTARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING " ,k Ep.h]a07 ~ ACCEPTED STREET RIGHT OF WAY. uNLESS SECURED BY A SUBDIVISION 7- zo sflf~~t~ dh9/~ FUTURE MONUMENT GAS METER AGREEMENT SECURITY BASED UPON AN APPROVED ENGINEER'S ESTIMATE FOR EGISTE CIVIL ENGINE R PATE OF ~1F AFFI ENGINEER THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS rr EXISTING STREET LIGHT GAS VALVE REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CITY OF BAKERSFIELD i INSTALLATION OF TRAFFIC SIGNAL I SHEET NO. EXISTING SIGN LTrhGER`cc7 AND LIGHTING SYSTEM ON 6 CHULER 180121siSTREET.SUITE4 CALLOWAY DRIVE AT PROJECT ENTRANCE I OF ~l1•'iLE.NG1,\GF.R` BAKERSFIELD, CA 93301 SHEETS (661) 327-1969 HAGEMAN ROAD AT PROJECT ENTRANCE l , r i~ POLE SCHEDULE 711 /721 PRE-EMPT ~SIFESS Ip~ _ r SIGNALS SIGNS I I I 'Y LOC. STANDARD C-N wux w-ow vae REMARKS VEHICLE Upq•T WALK 5T. NAME 96N 1~ 4 I I y , , II I zo- of "0. some SV-1-T TB-1 15 MAS THE PLAZA F DISTANCE ON STD. PLAN 19 F I LISTER CIVIL ENGINEER i EV•raooQ O 29A-5-80 55 MAS SP-1 -T 02 08 SHOPPING CENTS 1 I MAT-LT (+26VDC OUT) ORG 02,05-01,06 !,$ETTGERS '~►V;,E1801 21st .SFREEF. SURE J `'1BAKERSFIELD. CA 93301 ce of the signal by the City, an agreement \'1LLNC.INEEBS. (661) 327-1969 © 1A - TV-2-T SP-1-T 08 02 (+26VDC OUT) ORG 3 04,07-03,08 (CH A DET) YEL 4 02,05 Note: Prior to acceptance of the signc 19-2-80 15 SV-1-T ~-1 -T 04 02 GALLOWAY DRIVE (CH B DET) BLU 5 01,06 C for construction and maintenance shall 25 MAT (DC COMM OUT) BARE 6 02,05-01,06 owner on the west side of Calloway Dr! iintenance shall be executed by the land A of Calloway Drive and the City, for signal y O 1A - TV-2-T SP-1-T 02 04 (CH (CH 8 A DET) LU 8 DET) BLU 7 0304,,08 07 facilities lying outside the Calloway Roo ie Calloway Road Right of way. A i 15 SV-1-T (DC COMM OUT) BARE 9 04,07-03,08 29A-5-80 MAS SP THE PLAZA F DISTANCE ON STD. PLAN 18 MAS E 55 MAT LT -1-T 06 04 SHOPPING CENTER PLACE POLE 2-1/2' BACK OF FLOWUNE t\ I~ III I - q4- I I I - - - - ' I II 1 r, -7-` 06 OPTICOM FIELD WIRE DETAIL ~t '-ice O to - TV-2-T SP-1-T 04 06 X30' LOOP I I I II 1 r x30' LOP; NITS it 1 l ~ I 1 .p I I Ci 19-2-80 25 S MATT SP-1-T 08 06 GALLOWAY DRIVE NOTE: ji it i i II ASSUMING 189-2 & TE19-3 ARE UNUSED ON i it i li Con troller De tail S/W Corn er O 1A - TV-2-T SP-1-T 06 08 THE J FILE, MOVE WIRES ON -I & JII-K dd,~~//i (TWISTED PAIR) TO J12-E & J13-E ~4 it i I I \ G RESPECTIVELY. F ;I i N TS I I I ~ I 08P\ , --_-_-}yr_--_-_-___-_____-___________- - II I I 11 _ 06P - - - - - - --------t_- 6J3L 06 3'X15' LOOP , 3'X15' LOOP B' E 6J3U I 6J10U 12--- - - - - - - - - - - - - - - - - - - _ E 6J4L 6J2L I I E 614U 6J2U d 111 U 21+00 05L~ T- 17+00 la+oo 5J1 U o 212U I -~2' - - - - I•-- - - - 2140 ~ 02 350' I 02- 212L 214L ' - - CALLOWAY DRIVE 21 31_11 02- 02-04 - - - - - - - - - - - - - - - - t - - - - 2110U 21' 21101 I 3'X15' LOOP 110! 11121111~~Jjj i 7.5' 213E I 02F - 02P Ell ME, oP I 0 A 0 04P DD ~i~ SERVICE LOCATION ♦ E B © 0 16 I 6'x30' LOOP .j I I I ~I ~ I - -jam SIGNAL EQUIPMENT EASEMENT v I' 00 F--12'-+--1 00 PER PM 10730 ~~JJ 12'-+-•--J p 5.5 5.5 SCALE 1' = 20' i CONDUCTOR SCHEDULE NOTES CONDUIT SIZE -3 3" 2" 2" 2" 3" 3' 3" 2" 2" 2" 2" 2" 2" 2' 2" 3" 3" 2" 2" 2" 2" 2" 2- A 1 Type 170 Controller, and 332 Cabinet assembly shall be ;sembly shall be supplied by the Contractor. CONDUCTOR RUN 10Q®& AAA ® m Install Type 170 Controller and 332 Cabinet assembly. E net assembly. Service shall be 120v/240v Type III-BF, furnished & installed N EW OR E xIST. by Contractor. Mount controller cabinet on foundation p :)n foundation per Coltrons STD ES-48 with foundation height increased from 3 1/2" to 12" 28 CONDUCTOR 4 1 2 2 1 1 1 3 3 Pull box in front of controller shall be No. 6. Pull box o. 6. Pull box adjacent to P.G.& E. power point shall be P.G.&E. #043459. Interconnect pull 9 CONDUCTOR 1 1 1 t t boxes shall be No. 5 w/ extension. All others shall be )thers shall be No. 5. 5 CONDUCTOR 1 t t 1 1 4 Luminaires shall be cutoff type, 200 W HPSV. iPSV. 3 CONDUCTOR 5 All signal indications shall be 12 inch. PRE-EMPTION CABLE 4 1 2 2 1 1 1 3 6 Street name signs and hangers are furnished and insto ished and installed by the Contractor. 10 LIGHTING 2 2 2 2 2 2 2 7 All pedestrian indications shall be international symbol 1 0 1 DET. 1 1 1 1 1 8 Location of the standards shall be located as shown or ttional symbol type as detailed in the specifications. j 0 T. 8 8 8 3 8 ed as shown on plans and as directed by the Engineer. o It nFT ®Furnish and install Opticom 711 pre-emption devices (F >tion devices Four total). The Contractor shall furnish and install all cables and y  ase selector units shall be installed in the cabinet by the Contractor. Contractor 0 4 DET. 2 2 2 mounting hardware. The Opticom 752 phase selector ur et for a fully operational pre-emption system. Exact pre-empt hardware DLC 0 5 DET. 1 1 1 1 shall make internal connections at cabinet for a fully o by the Traffic Engineer in the field. l 0 6 DET. 8 8 8 8 3 8 mounting placement shall be determined by the Traffic 0 7 D T. ® Install W41 sign. r? 0 8 DET. 2 2 2 2 2 2 11 Remove and salvage existing Standard. Standard shall Standard shall become the property of the City. TOTAL 22 9 9 9 3 11 2 2 9 3 2 2 11 11 Abandon foundation. Maintain existing street lighting cl treet lighting circuit. 111 4 SERVICE PRWARY 2 2 2 2 U construct interconnect conduit and conductors to the c uctors to the controller at Hogemon Road and Calloway Drive as shown in the Interconnect Detail a 12 PR INTERCONNECT 1 t t sheet 3. Construct Interconnect conduit, conductors am conductors and pull boxes per City Standard plan T-34. NOTES: A. EXISTING CONDUIT 1 ADD INTERCONNECT 2-21-01 IJP File Name: CALLOWAY.dwg Drawn: MCB IY.dwg Drawn: MCB D O NA H U E S C H R I B ER 2 CHANGE SHEET NO. 3-18-01 WP Job No.: 154-05 Engineer: IJ Engineer: B TRAFFIC SIGNAL AND LIGHTING SYSTEM SHEET NO. 1JP REV. DESCRIPTION DATE BY Date: 02/20/01 Checked By: Checked By: JDS CALLOWAY DRIVE AT PROJECT ENTRANCE 2 of 6 . iJ~ i M' POLE SCHEDULE eo-" M T SIGNALS SIGNS LOC. STANDARD nNG VEHICLE wNx W-ow ' ST. NNE SIGN REMARKS w DON'T WALK ♦ • Zo - p / TEREENGINEER O 1A TV-2-T SP-1-T 06 06 PLACE R96 & R96A SIGNS ON SIGNAL POLE SV-1-T DRAKES PER CALTRANS STD. PLAN ES-7H DATED 1ETTGERS I' I I I I L_-L-• 18012 hiSTRFET. SUITE d 4.6m MAS 61 PASSAGE JULY 1999- F-6m B -5-129 18.2m MAS I I I I I I CHZ7LER BAKERSFIELD. CA 93301 MAS-LT WAY PLACE R96 R96A SIGNS ON SIGNAL POLE B ' I I I I I I I \ ` _I1'1L_LNGLIIEEBS - (661) 327-1969 © 19-2-80 15 SV-2-T SP-1-T 04 04 HAGEMAN ROAD 20 MAS-LT 15 Sv-1-T DRAKES O 24A-3-80 35 MMAS AS SP-1-T 06 04 PASSAGE WAY I 1 04 O 1A TV-1-T SP-1-T 04 06 I I o > i I E 15 15 SCALE 1' - 20' O i o HAGEMAN ROAD o I L J _ 04P c ~ Q I Q I f LLJ IN M INTERCONNECT DETAIL AT CALLOWAY DRIVE & HAGEMAN ROAD 06P t I CONSTRUCT INTERCONNECT CONDUIT & CONDUCTORS TO INTERSECTION OF j y \ N TS HAGEMAN ROAD do CALLOWAY DRIVE AS SHOWN ON DETAIL OF THIS SHEET. Q ' T ' O I Controller Detail N/W Corner A SERVICE POINT E 0 I K O \ AA NTS ROBINSON, r lee - - - - - 5 - - - - - - - ~ ~ _ _ 3 Z 3Ti Z ~ ~ - - - - - - - - - - - - - - - - - 1 - - _z______ = - 06 ' 105 - 06 6J3L PE _ " o6P I 3'X15' LOOP 6J1 0L s.s 6J1 OU 6J3U I - - - - - - - - - - - - - - - - - - - - - - 9 106 I I - - - 6J4L 6J2L 12' I - 6J4U 1 _ - - - 6J2U -40000 61 1 _ - - - - - - - IJ 5X -E 45 12 11 212U - - 214U 212L 214E - a2 t t' - - fHAGEMAN ROAD 213U 2110U 'X15' LOOP 02 - 1 - _ - = - - - - - - - - _ 4 04P 07 - = _ EXTEND INTERCONNECT CONDUIT TO MEET EXISTING INTERCONNECT 1Z CONDUIT AT THE BEACON PAST MAIN PLAZA DRIVE APPROX. 500 FEET - . 02 07 07 FROM THE INTERSECTION OF DRAKES PASSAGE WAY Il a n If _ u u _ _ _ - - _ _ - 't J ~ CONDUCTOR CONDUCTOR SCHEDULE 71721 PRE-EMPT CONDUIT 2-3' 2" 3` 2" 2" 2" 3" 3» 2- 2" 2" 2' " 2" 2» 12» 1 20 2* 1 2- 1 2- 1 2" " 2" TB-1 NOTES A A 1 Type 170 Controller, an Controller, and 332 Cabinet assembly shall be supplied by the Contractor. Contractor will furnish and install modem CONDUCTOR RUN 1Q ® I&I&IAAAAAAAAAAAAAAA 1 (general devices and in, . devices and instruments model 404). Jpe 170 Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III-BF, furnished & installed 28 CONDUCTOR 3 1 3 2 1 (+26VDC OUT) ORG 02,05-01,06 m install Type 170 Control 9 CONDUCTOR 1 (+26VDC OUT) ORG 3 04,07-03,08 by Contractor. Mount C( actor. Mount controller cabinet on foundation per Coltrans STD ES-48 with foundation height increased from 3 1/2" to 12" 5 CONDUCTOR 1 (CH A DET) YEL 4 02,05 3 Pull box in front of car 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 3 CONDUCTOR (CH B DET) BLU 5 o1,o6 boxes shall be No. 5 w loll be No. 5 w/ extension. All others shall be No. 5. PRE-EMPTION CABLE 3 3 2 1 (DC COMM OUT) BARE 6 02,05-01,06 4 Luminaires shall be cut( as shall be cutoff type, 200 W HPSV. 10 LIGHTING 2 2 2 2 2 2 2 (CH A DET) YEL 04,07 5 All signal indications sh I indications shall be 12 inch. 0 1 DET. ome signs and hangers ore furnished and installed by the Contractor. o T 7 7 7 7 3 (CH B DET) BLU 03,08 6 Street name signs and . 7 All nAdestrinn indirntinn ;trinn indirntinns shnll he internotional svmbol tvne as detailed in the saecifications. 0 3 DE T. (UC GUMM W 1) DAM `J V4,1p/-va.va 8 Location of the standor of the standards shall be located as shown one plans and as directed by the Engineer. DLC 0 5 DET. 1 2 2 1 1 1 OPTICOM FIELD WIRE DETAIL 90 Furnish and install Opti4 and install Opticom 711 pre-emption devices (Three total). The Contractor shall furnish and install all cables and 0 6 DET. 8 8 8 8 3 NTS mounting hardware. The I hardware. The Opticom 752 phase selector units shall be installed in the cabinet by the Contractor. Contractor P 0 7 DET, shall make internal cons ke internal connections at cabinet for a fully operational pre-emption system. Exact pre-empt hardware 0 8 DET. mounting placement shi I placement shall be determined by the Traffic Engineer in the field. TOTAL 18 10 8 8 3 2 8 8 8 3 NOTE: 41 sign. ASSUMING T89-2 & TB9-3 ARE UNUSED ON 10 Install W41 sign. 4 SERNCE PRMARY 2 3 THE J FILE, MOVE %1RES ON J11-J dr J11-K 11 Install Interconnect Con terconnect Conductor in existing Conduit, per specification on sheet 4. 12 PR INTERCONNECT 1 1 2 2 1 1 (TMSTEDD PAIR) TO J12-E & J13-E Construct interconnect t interconnect Conduit & Conductor per City Standard Plan T-34. NOTE A: EXISTING CONDUIT RESPECTIVELY. HConnect Conductors to Conductors to Controller at SW corner of Hogemon Rood and Calloway Drive Per City Standard Plan T-34. B. INSTALL PULL ROPE 1 ADD INTERCONNECT 2-21-01 up File Name: HAGEMAN.dwg Drawn: MC VN.dwg Drawn: MCB TRAFFIC SIGNAL & LIGHTING SYSTEM SHEET NO. i Engineer: WP D O NA H U E S C H R I B ER 2 CHANGE SHEET NO. 3-18-01 uP Job No.: 154-05 Engineer: REV. DESCRIPTION DATE BY Date: 02/21/01 Checked By Checked By: ADS HAGEMAN ROAD AT PROJECT ENTRANCE 3 of 6 I Y . ...r ..~\T I 1 - GENERAL The Contractor shall arrange for a qualified Optioom technician to be present at signal turn on. A representot bum on. A representative servicing the Bakersfield area may be 1.11,3 Each module shall have a symbol of the type of module (i. e. circle, arrow, stc.)In the color of the module. The symbol shall be one Inch (25.4 contacted at (949) 454-2028. mm)ln diameter. Additionally, the color shall be written out In 1/2 In letters next to the symbol. 1.00 GENERAL This work embraced herein shall be done In accordance with the Standard Specifications entitled 'State of California, Department of Transportation, Standard Specifications, July, 1992.' as referenced herein, which specifications are hereinafter referred to as the Standard Specifications, The Insulation for all conductors shall be Type THW polyvinyl chloride. 1.11.4 If a specific mounting orientation is required, each module shall have prominent and permanent morking(s)for correct indexing and orientation within and in accordance with the following special provisions. 2.05 SERVICE. Service shall conform to the provisions In Section 86-2.11, "SERVICE', of the Standard Specifica the Standard Specifications and these special provisions. a signal housing. The markings shall consist of an up arrow, or the word "UP" or "TOP". 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 special provisions. Unless otherwise noted, service shall be as shown on the plans and shall be furnished with 60 amp, 205 volt, 3 1 60 0 2.07A.2 Type 1 Traffic Signal Module mil, 208 volt, 3 pole main breaker and the following branch circuit breakers: The following specification requirements apply to the Type 1 module only. All general specifications apply unless specifically superceded in this section. All striping removal shall be completed o minimum of two (2) days prior to signal being placed into operation. Pavement delineation shall be replaced by temporary delineation before opening the traveled way to public traffic. Temporary delineation shall consist of reflective traffic line tape applied In pieces No. Amps Phase Volts Branch Metered 2.1 Type 1 modules can be manufactured under this specification for the following faces: not less than four (4) inches long nor less than four (4) Inches wide spaced no more than ten (10) feet apart on curve nor more than twenty (20) 1 50 3 120 Traffic Signal Yes feet apart on tangents. Reflective traffic line tape shall be applied in accordance with the manufacturer's Instructions. Temporary delineation shall be 2,11 300 mm circular t 30 3 120 the some color as the permanent delineation. Full compensation for temporary delineation shall be considered as included In the prices paid for the 2 Lighting No 2.1.2 200 mm circular contract Items of work that obitterated the existing delineation and no separate payment will be mode therefor. The Contractor shall arrange with the serving utility to complete scrubs connections to service points shown on 2.1.3 300 mm arrow h twice points shown on the plane. 2.1.4 Bicycle indication (future) When Initially installed, dl vehicle and pedestrian signal faces shall be aimed and covered with cardboard or other moterid with an observation hole [maximum one (1) Inch diameter] in front of each signal indication. The covers shall remain In place until all signal operations have been checked and 2.06 TESTING. Testing shall conform to the provisions In Section 86-2.14, 'Testing', of the Standard Speciflec the Standard Specifications and these special provisions: 2.1.5 Lone Control (future) i, signal is placed Into operation. Concrete around controller shall be complete two days prior to turn on. The signal shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing. 2.2 Physical and Mechanical Requirements :tionol Testing. 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 place. FUNCTIONAL TESTING. All functional testing shall conform to the provisions is Section 86 2.14C "Functional Test following paragraph: 2.14C 'Functional Testis of the Standard Specifications and the 2.2.1 The module shall fit Into existing traffic signal section housings built to the specifications detailed M ITE Publication: Eoulnment and Material 9 Standards, Choptsr2 (Vehicle Traffic Control Signal Heads). 2.2.2 Each Type 1 module shall be dpkynad to be Installed M the doorfrome of a standard traffic signal housing. The Type i module shall be sealed In 1.02 OBSTRUCTIONS. Attention is directed to Section 8-1.10, "Utility and Non-Highway Facilities', of the Standard Specification, the plans, and the special provisions. The fourth paragraph of Section 86-2.14C "Functional Testing' of the Standard Specifications shall be amended one shall be amended to read as follows: the doorframe with a one-piece EPDM (ethylene propylene rubber)gasket. 2.2.3 The maximum weight of a Type 1 module shall be 1.8 kg (4 We.). to, Including signal Interconnect circuits, have been thoroughly tested 2.2.4 Each Type 1 module shall be a sealed unit to include all parts necessary for operation (a printed circuit board, power supply, a lens and gasket, The Contractor shall be required to work around public utility facilities and other Improvements that are to remain in place within the construction area Turn on of new or modified traffic signals shall be made only after all traffic signal circuits, Including signal Inti etc.), and shall be weather proof after Installation and connection. 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 as specified above. Property, and Section 7-1.12, "Responaibility for Damage', of the Standard Specifications, the Contractor shall be liable to owners of such facilities and 2,07 SIGNAL FACES AND SIGNAL MEADS. Signal faces, signal heads and auxiliary pulpmant, as shown on the p 2.2.5 Conductors Improvements for any damage or Interference with service resulting from conducting his operations. The exact location of underground facilities and it, as shown on the plans, and the Installation thereof, shall Two secured, color coded, 600 V. 20 AWG minimum, Jacketed wires, conforming to the National Electric Code, rated for service at +105" C, are to be tractional Louvers", Section 86-4.03, "Baekplalea , and Section provided for electrical connection for each Type 1 LED signal module. Conductors for Type 1 modules shall be Im in length, with quick disconnect improvements within the construction area shall be ascertained by the Contractor before using equipment that may damage such facilities or Interfere conform to the provisions In Section 86-4.01, 'Vehicle Signal Faces% Section 86-4.02, "Directional Louvers', Se with the services. Other forces may be engaged In moving or removing utility facilities or other improvements or maintaining services or utilities. The 86-4.06, 'Signal Mounting Assemblies", of the Standard Specifications and these special provisions. iroviskxn. terminals attached and shall conform to Section 86-4. OIC, "Electrical Components, " of the Standard Specifications. Contractor shall cooperate with such forces and conduct his operations In such a manner as to ovoid any unnecessary delay or hindrance to the work Housing, visors, directional louvers and badkplales shill not be structural plastic. 2.2.6 If specified In the purchased order, the module will be equipped with an adapter that will screw Into the medium base, lamp socket. The adopter shall be able to accept the quick disconnect terminals at the and of the conductors for the module. The electrical contacts of the adapter shall be mode being performed by other such forces. of bross. All lamps for traffic signal unite shill be furnished by the Contractor. Due care shall be taken to minimize damage to existing hrlgatlon systems and plant materials. The Contractor shall be responsible for repairing and reconnecting severed or damaged lines and/or wiring and replacement of damaged plant material at his own cost. In the event of interruption of All signal faces shall be provided with twelve 12' (300 mm) sections and red, amber, green and respective orro, in and respective arrow "LED" module type indications. 2.3 Lens Irrigation operations due to damage by the Contractor, the Contractor shall be responsible for maintaining the hedth of plant material in the area for 2.3.1 The lens of the Type 1 module shill be integral to the unit, shall be convex with a smooth outer surface and made of plastic or of glass. the duration of Irrigation interruption. Tunnel visors shall be installed on all signal heads. 2.3.2 The lens may be tinted or may use transparent film or materials with similar characteristics to s 1.03 MAINTAINING TRAFFIC. The Contractor shall furnish. Install and maintain signs, lights, flags and other warning and safety devices when performing The fourth sentence of the first paragraph of Section 86-4.06, "Slgnd Mounting Assemblles', of the Standard as". of the Standard Specifications, shall be amended to read as enhance ON/OFF contrasts. 3.3.2.1 The use of tinting or other materials to enhance ON/OFF contrasts shall not affect chromaticity and shall be uniform across the face of the lens. work which Interferes with or endangers the safe movement of traffic on any street or highway. follows: Signs, lights, flags and other warning and safety devices and their use shall conform to the requirements set forth In the current 'Monual of Traffic Post top dip-litters and terminal compartments shall be cast bronze or hot-dip galvanized ductile Iran. ad ductile Iran. 2.3.3 The LED signal module lens shall be W stabilized and shall be capable of withstanding ultraviolet (direct sunikyht)•xpoeure for o mk+im um period of Controls - Warning Signs, Lights, and Devices for Use in Performance of Work Upon Highways', published by the State of CdHornla. Department of 2.07A LIGHT EMITTING DIODE SIGNAL MODULES 60 months without exhibiting evidence of deterioration. Transportation. Application and use of devices shall be as specified and as directed by the Engineer. 2.3.4 If a polymeric lens Is used, a surface coating or chemical surface treatment shall be used to provide front surface abrasion resistance. The Contractor shall keep the Bakersfield Fire Deportment informed at all times as to the exact location and progress of the work and shill notify them This specification Is for the purchase of light emitting diode (LED) Traffic Signal Modules (herein referred to as The (herein referred to as modules) In the following configurations: , bicycle sections, programmable visibility sections, and lane 2.07A.3 Type 2 Traffic Signal Module T Contra of any streets the Impassable for fire fighting equipment. the 300 mm circular sections, the 200 mm circular sections, the 300 mm arrow sections, bicycle sections, pro, control sections The following specification requirements apply to the Type 2 module only. All general specifications apply unless speelfledly superseded In this section. The sixteenth and nineteenth paragraphs of Section 7-1.08, 'Public Convenience, of the Standard Specifications, shall be amended to read as follows: All devices must most the general specifications of the Transportation Electrical Equipment Specifications (TEES) r t Specifications (TEES), Chapter 1--General Specifications. as More construction operations are actively In progress, a minimum of one traffic lone for each direction of travel shots be open for use by public traffic. well as the following specification. In case of conflict, this specification shall govern over the TEES, Chapter 1. the TEES, Chapter 1. 3.1 Type 2 modules can be manufactured under this specification for the following faces: Such tones droll not be less than twelve (12) feet In width. 2.07A.1 General 3.1.1 300 mm circular Where construction operations are not actively in progress the number of lanes specified by the table below shall be open for use by public traffic. 1.1 Each module shall consist of an assembly that utilizes LEDs as the light source In lieu of an Incandescent 3.1.2 200 mm circular Mj of an Incandescent lamp for use In traffic signal sections. 3.1.3 300 mm arrow Such lanes shall not be less than twelve (12) feet In width. 3.1.4 Programmed VieWity (red, yellow, green) 1.2 The LEDs utilized In the modules shall be AIInGoP technology for red, amber and yellow Indications, or GaN 1 s Indications, or GaN for green Indications, and shah be the ultra Public traffic may be permitted to use the shoulders and, if half-width construction methods are used. may also be permitted to use the side of the bright type rated for 100,000 hours of continuous operatlon from 40'C to +74' C. roadbed opposite to the one under construction. No additional compensation will be allowed for any shaping of shoulders necessary for the 3.2 Physical and Mechanical Requirements 3.2.1 The module shall fit into existing traffic signal section housings built to the specifications detailed in the ITE Publication: Eouinment and Motwid accommodation of public traffic thereon during paving operations. 1.3 The modules shalt be rated for a minimum useful life of 48 months. All modules shall meet all parameters meet all parameters of this specification during this period. Standards, Chapter 2 (Vehicle Traffic Control Signal Hoods). with the existing lens, reflector and lamp socket remaining In place, and without modification to the housing. 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 1.4 The Individual LEDs shall be wired such that a catastrophic loss or the failure of one or more LED will not i expense, furnish. Install and maintain construction woo signs, lights, flares, temporary railing (Type K), barricades, and other facilities for the sole or more LED will not result In the lop of the entire module. 3.2.2 Each Type 2 module shall be designed to mount in the standard lamp socket normally used with an incandescent lamp. 3.2.3 The maximum weight of a Type 2 module shall be 1.4 kg (3 IDs.). convenience and direction of public traffic. Also, where directed by the Engineer, the Contractor shall furnish competent flogmen whose We duties shall 1.5 Electrical consist of directing the movement of public traffic through or around the work. When doomed necessary by the City, the signs 'Road Construction 3.2.4 Type 2 modules shall be a sealed unit containing all components necessary for operation. Ahead', No. C-18, and 'End Construction% No. C-13, shall be furnished, installed and maintained by the Contractor at locations as directed by the 1.5.1 Power Consumption to): 3.3 The Installation of a Type 2 module shall not require any removal of, or modification to the standard lamp socket or reflector. The Installation of a Engineer at least forty-fight (48) hours to advance of any construction. 1.5.1.1 Maximum power consumption requirements for the modules are as follows (in Notts): 1.5.1.2 LED modules will have EPA Energy Star compliance ratings. If applicable to that shape, size nd color. I. shape, size nd color. Type 2 module shall not require special tools. The Contractor shall report all accidents to the City Engineer. 1.5.2 Operation Voltage 1.5.2.1 The modules shall operate from a 60 HZ k3 HZ AC line over a voltage ranging from 95 volts to 135 v 1.04 EXISTING HIGHWAY FACILITIES. The work performed in connection with various existing facilities shall conform to the provisions In Section 15, have no visible effect on the luminous intensity of the indications. ,am 95 volts to 135 volts. The fluctuations of line voltage shall 2.07A.4 300 mm Arrow rt 'Existing Highway Facilities', of the Standard Specifications and these special provisions. 1.5.2.2 Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. cured at this voltage. The following specification requirements apply to the 300 mm arrow module only. All general specifications 1.5.3 Power Factor apply unless specifically superceded in this section. Existing City highway signs and street markers shall remain the property of the City. Such signs and street markers shall be relocated and maintained The LED signal module ahdl have a power factor of 0.90 or greater. during construction so as to convey the some Intent that existed prior to construction. 1.5.4 IND 4.1 The arrow module shall meet specifications slated in Section 9.01 of the ITE Publication: Told harmonic distortion (current and vdtoge)Induced Into an AC power line by a LED signal module shall not lrwl module shall not exceed 20 percent. Eaukoment and Material Standards Chapter 2 (Vehicle Traffic Control Signal Heads)for arrow Indications. Existing City highway signs and street markers shall be pieced in their permanent position by the Contractor's forces prior to completion of construction. 1.5.5 Surge Suppression ph repetition noise transients as stated In Section 2.1.6 of NEMA 4.2 The LEDs shall be spread evenly across the illuminated portion of the arrow area. Signs removed from the project area shall be delivered to the City Corporation Yard at 4101 Truxtun Avenue. The signal module onboard circuitry shall Include voltage surge protection to withstand high repetition note trot Standard TS-2, 1992. 2 - TRAFFIC SIGNALS AND LIGHTING 1.5.6 The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified abc grange specified above. 2.07A.5 300mm Bicycle 1.5.7 All wiring and terminal blocks shall most the requirements of Section 13.02 of the ITE eads). The following specification requirements apply to the 300 mm bicycle module only. All general specifications apply unless specifically superceded in this 2.01 FOUNDATIONS. Foundations shall conform to the provisions In Section 86-2.03, 'Foundations', of the Standard Specifications and these special Publication: Eouloment and Material Stan dards, Chapter 2 (Vehicle Traffic Control Signal Heads). section. provisions. 1.5.8 Compatibility The modules shall be operationally compatible with currently used controller assemblies (solid state load switche Sid state load switches. flashers, and conflict monitors). Review The Contractor shall furnish the anchor bolts. nuts and washers to be used for new foundations and shall furnish the appropriate nuts end washers for TEES Chopters 3 and 6 for specifications on these devices. 5.1 The bicycle module shall approzimate shape and size specifications as shown In Figure 6-1 for bicycle signal face. Coltrane shall make the final me the two leads shall be 15 VAC or less. determination as to the conformance to the Intent of the specification. existing foundations to be reused. 1.5.8.1 When a current of 20 mA AC (or less)t applied to the unit, the voltage read across the two leods shall 1.5.9 The modules and associated onboord circuitry must meet Gass A emission limits referred in Federal is referred in Federal Communications Commission (FGC)Title 47, 2.02 CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit', of the Standard Specifications and them special provisions. Subpart B, Section 15 regulations concerning the emission of electronic noise. 5.2 The LEDs shall be spread evenly across the, Illuminated portion of the bicycle area 2.07A.6 300 mm Programmed Visibility (PV) Conduit may be installed by either )odking/drilling or open trench methods. Instal lon using jacking or drilling shall conform to Section 86-2.050, 1.6 Photometric Requirements 'Instailatlon', of the Standard Specifications. Open trench installation In pavement shall conform to the following specifications: 1,6,1 The minimum Initial luminous Intensity values for the modules shill be as stated In Table 2-2 and/or Tc Table 2-2 and/or Table 2-4 at 25C. The following specification requirements apply to the 300 mm PV module only. AN general specifications apply unless specifically superseded in this a. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement In a trench not to exceed six (8) Inches in width. 1.6.1.1 The modules (excluding yellow)sholl most or exceed the illumination values as shown In Table 2-3 and/ wn In Table 2-3 and/or Table 2-5, throughout the useful life section. Trench shall be cut using a rock saw and all loose uncompacted material shall be removed from the bottom of the trench prior to placement of based on normal use in a traffic signal operation over the operating temperature range. -3 and/or Table 2-5, throughout the useful life based an normal 6.1 The module shall be a Type 2 module designed and constructed to be Installed In a programmed visibility (PV)signal housing with out modification to conduit. The top of the Installed conduit shall be a minimum of twelve (18-21) Inches below finished grade. 1.6.1.2 Yellow modules shall most or exceed the illumination values as shown in Table 2-3 and/or Table 2-5, use in a traffic signal operation of 25C. the housing b. The conduit shall be placed in the bottom of the trench and the trench shall be bockfilled with a two (2) sock slurry cement bockfill. Slurry 1,6,2 The measured chromaticity coordinates of the modules shall conform to the chromaticity requirements o cement backfill shall be placed to within 0.20 feet of the pavement surface. The top 0.20 feet shall be badkfilled with asphalt concrete produced from over the operating temperature range. aaticity requirements of Table 2-6, throughout the useful life 6.2 The LEDs shall be spread evenly across the module. l commercial quality paving asphalt and aggregates. 2.07A.7 300 mm Lane Control e. Prior to spreading asphalt concrete, point binder shall be applied as specified in Section 39-4.02, "Prime Coot and Paint Binderof the Standard 1.7 Physical and Mechanical Requirements The following specification requirements apply to the 300 mm lone control modulo only. The lane control module Is a single, combination module with both Specifications. Spreading and compacting of asphalt concrete shall be performed by any method which will produce on asphalt concrete surface of LED traffic signal modules shall be designed as retrofit replacements for existing optical units of signal indleatk snits of signal Indications and shall not require special tools for a red X and green arrow. All general specifications apply unless specifically superseded in this section. F' uniform smoothness, texture, and density. Installation. See appropriate sections for Type 1 and Type 2 modules. 7.1 The lane control module shall approximate shape and size apeciflcotlons as shown In Figures 8-1 and 8-2 for lane control modules. Coltrane shall d. All excavated areas In the pavement shall be backfilled except for the top 0.20 foot. by the end of each work day. The top 0.20 foot shall be 1.8 Environmental Requirements make the final determination as to the conformance to the intent of the specification. placed within three (3) working days after trenching. Temporary roadmix or other acceptable temporary surface will be allowed on the top 0.20 feet 1.8.1 The LED signal module shall be rated for use In the operating temperature range of 4010 (401:) to + Is of 40*C (40F) to +74" C (+165" F). The modules shall meet 72 Throe secured, color coded, 600 V, 20 AWG minimum, jacketed wires, conforming to the National Electric Code, rated for service at +105'C, are to be until such a time as the permanent asphalt surface is placed. all specifications throughout this range. 1.8.2 be Dependent upon adverse soil conditions or other circumstances encountered at the time of construction, the Engineer may specify which of the above enclosures to The LED signal module shall protected against dust and moisture Intrusion per the requirements per the requirements of NEMA Standard 250-1 99 1 for Type 4 provided for electrical connection for each lane control LED signal module. Conductors for this module shall be I m in length, with quick disconnect terminals attached and shall conform to Section 86-4. OIC, " Electrical Components." of the Standard Spsclflcatlons. The color coda Is as follows: methods may be used. protect all internal components. Function Color neutral white A pull rope shall be Installed in all new signal conduits. The pull rope shall be nylon or polypropylene with a minimum tensile strength of 500 pounds. 1.9 Construction At least 2 test of pull rope shall be doubled back Into the conduit at each termination. 1.9.1 The LED signal module shill be a single, self contained device, not requiring onsite assembly for installot assembly for installation Into an existing traffic signal housing. red X rod The power supply for the module shall be Integral to the unit. green arrow brown 2.03 PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, 'Pull Boxes , of the Standard Specifications and these special 1.9.2 The circuit board and power supply shall be contained inside the module. Circuit boards shall conform to wrda shall conform to Chapter 1, Section 6 of the provisions. "Transportation Electrical Equipment Specifications Recesses for suspension of ballasts will not be required. 1.9.3 The assembly and manufacturing process for the LED elgnal assembly shall be designed to assure dl Int Igned to assure all Internal components are adequately supported 7.3 The LEDs shall be spread evenly across the Illuminated portions of this module. to withstand mechanical shock and vibration from high winds and other sources. 2.07A.8 Quality Assurance 2.04 CONDUCTORS AND WIRING. Conductors and wiring shall conform to the provisions In Section 86-2.08, "Conductors, and Section 86-2.09, wuaTg oT me acunoure apecnK:vuvns unu wave apocaui PVWWWVwIz. 1.1U MULMIUm Conductors - The Contractor shall use multi-conductor electrical cables for oil circuits except between the service switch and controller cabinet. 1.10.1 Material used for the lens and signal module construction shop conform to ASTM specifications for th If specifications for the materials. Conductors shall be spliced by the use of "C" shaped compression connectors as shown on Standard Pion ES 13. 1.10.2 Enclosures containing either the power supply or electronic components of the signal module hap be signal module hall be made of UL94VO flame retardant materials. The lens of the signal module Is excluded from this requirement. ~essf~ Splices shall be insulated by 'Method 80. 1.11 Module Identification The optical detector cable (3-M Optk:om Model 138 or equal) shall have four conductors of AWG /20 (7X28) stranded individually tinned drain wire to provide signal integrity and transient protection. The Individually tinned copper, color-coded Insulation shall be as follows. 1.11.1 Each module shall how the manufacturer 'a name, trademark, model number, axial number, date of mi as Identification permanently marked an the bock of the module. of number, date of manufacture (month-year), and lot number Ca ow D. ewuu 51M p a. Orange for delivery of optical detector power 1.11.2 The following operating characteristics shall be permanently marked on the back of the module: rated v if the module: rated voltage and rated power In Watts and Eea.e-so--oz • ` b. Negative return wire for optical detector power Volt-Ampere. 77 -Z0~0/ R ETTGERS c. Yellow for optical detector signal /1 CHULL' R 180121srSTREET. SUlTE4 d. Blue for optical detector signal /2 _'REGISTERED CIVIL ENGINEER DATE CF MXf BAKERSFIELD.CA99901 11'll. EM-.1N EERS , (661) 927-1969 1 ADD INTERCONNECT 2-21 -01IJP File Name: Specs.dwg Drawn: IJI dwg Drawn: UP SPECIAL PROVISIONS FOR TRAFFIC SIGNAL INSTALLATION AT SHEET No. 5 Engineer: UP D O NA H U E S C H R I B ER 2 ADD LED SPECIAL PROVISIONS 3-19-01 IJP Job No.: 154-05 Engineer: REV. DESCRIPTION DATE BY Date: 03/20/01 Checked B I Checked By: JDS CALLOWAY DRIVE AND HAGEMAN ROAD 4 of 6 to r P" skid:ii- la Mr, ,.r: ',r r .r .h _..n a14 y.K.,' 'if.. r.• r. _ _ it r 3 1.5.7 All wiring and terminal docks shag meet the requirements of Section 13.02 of the ITE Publication: Eoulnment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal Heads). Table 2-3 Maintained Minimum Intensities for Circular Indications (in cd) 1.5.8 Compatibility 8.1 The modules shall be manufactured In accordance with a manufacturer quality assurance (OA) program. The OA program shall include two types of The modules shall be operationally compatible with currently used controller ossembllm (said state load switches, flashers, and conflict monitors). Review quality assurance: (1)dssign quality assurance and (2)production quality assurance. The production 'quality assurance shall include statistically controlled 1(Nl m routine tests to ensure minimum performance levels of LED signal modules built to most this specification, and a documented process of how problems are 200 mm Rod 200 Yclk,% Green kal o low (trove act mm TEES Chapters 3 and 6 for specifications an these devices. to be resolved. Asgk (v,h) ek'w ll'O0p 1.5.8.1 When a current of 20 mA AC (or low)ls applied to the unit, the voltage read across the two leads shall be 15 VAC or less. 8.2 OA process and test results documentation shall be kept on file for o minimum period of seven years. 23. _-2.5 64 267 339 67x 679 679 679 1.5.9 The modules and associated onboard circuitry must most Close A emission limits referred in Federal Communications Commission (FCC)Tkle 47, 8.3 LED signal module designs not satisfying design qualification testing and the production quality assurance testing performance requirements described 2 5 , 7 5 97 94 Iva 251 ail Sol below shall not be labeled, advertised, or said as conforming to this specification. 501 501 Subpart 8. Section 15 regulations concerning the emission of electronic nolse. 2.S. )125 57 11 113 141 283 283 283 283 1.6 Environmental Requirements 8.4 Design Oualiflcotkln Testing 2 5, , 17.5 25 a 48 77 1 W 154 I sal 154 114.1 Design Oualiflcation Testing shall be performed by the manufacturer or an independent testing lab hired by the manufacturer on new LED module 25. 2.5 sal 202 202 226 452 452 452 052 1.8.1 The LED signal module shoes be rated for use in the operating temperature range of 40'C (40 'F) to +74' C (+185 The modules shall most all ' specifications throughout this range. designs, and when a major design change has been Implemented on an existing design. 2.5..7.5 e9 178 172 202 404 404 414 4(4 1.6.2 The LED signal module shall be protected against dust and moisture Intrusion per the A major design change is defined as a design change (electrical or physicol)which changes any of the performance characteristics of the module, results 2.5. ,125 65 1r) 129 145 9I 2v1 rig 2vl requirements of NEMA Standard 250-1991 for Type 4 enclosures to protect dl Internal components. in a different circuit configuration for the power supply, or changes the layout of the Individual (ED 's in the module. 8.4.2 A quantity of two units for each design shall be submitted for Design Qualification Testing. 2,5, 17.5 41 111 91 89 78 178 78 178 e 8.4.2.1 Test unite shall be submitted to Coltrons Translob, Electrical Testing Branch after the manufacturer's testing is complete. 15, 22. Ix 37 17 39 77 77 77 77 1.7 Construction 8.4.2.2 Manufacturers testing data shall be submitted with test units for Coltrane verlflcation of Design Oudiflcation Testing data. 2.5. ,275 lU 2U r) 16 12 32 32 32 1.7.1 The LED signal module shall be a single, self contained device, not requiring onsits assembly for installation into an existing traffic signal housing. 8.4.3 Bum In. The sample modules shall be energized for a minimum of 24 hours, at 100 percent on-time duty cycle, at a temperature of +74' C (+165" F), before 25. ,25 37 73 73 50 101 101 101 101 The power supply for the module shell be integral to the unit. performing any design qualification testing. 2.5, 05 32 65 65 48 97 97 97 97 1.7.2 The circuit board and power supply shah be contained inside the module. Circuit boards shall conform to Chapter 1, Section 6 of the 'Transportation Electrical Equipment Specifi ations*. M~ Rv 1.7.3 The assembly and manufacturing process for the LED signal assembly shall be designed to assure dl internal components are adequately supported 8.4.4 Any failure of the module, which renders the unit non-compliant with the specification after bum In,sholl be cause for rejection. 25. ,125 28 57 57 44 119) 89 8.4.5 For Design Qualification Testing, all specifications will be measured including, but not limited to: 2 5. 17 5 20 41 41 34 69 sy 69 to withstand mechanical shock and vibration from high winds and other sources. &4.5.1 Rated Initial Luminous Intensity. 2 5..22.5 12 25 25 22 44 44 44 44 1.8 Materials measured at +25" C. 32 32 1.8.1 Material used for the lane and signal module construction shall conform to ASTM specifications for the materials. 8.4.5.2 Chromaticity (Color), 2.5. X27.5 9 16 16 16 32 32 measured at +25" C. 2.5, e.2.5 If, 12 12 22 M 44 44 44 1.8.2 Enclosures containing either the power supply or electronic components of the signal module shall be made of UL94VO flame retardant materials. The lens of the signal module Is excluded from this requirement. 8.4.5.3 Electrical. 2.5, 0.5 14 29 28 22 44 •14 44 •4 All specified parameters shall be measured and used for quality comparison of production quality assurance on production modules (rated power, etc). 2.5. :12.5 10 20 20 22 44 44 44 44 1.9 Module Identification ti 8.4.5.4 Equipment Compatibility. 15, ,125 9 16 16 22 44 44 44 44 1.9.1 Each module shall have the manufacturer 's none, trademark, model number, serial number. dote of manufacture (month-year), and lot number as Modules shall be tested for compatibility with the controller unit, conflict monitor, and load switch. Each signal module shall be connected to the output 2.5. 22.5 6 12 12 20 41 al 41 41 identification permanently marked on the back of the module. of a standard load switch connected to on AC voltage supply between the values of 95 and 135 VAC, with the input to the load switch in the 'off 32 32 1.9.2 The following operating characteristics shall be permanently marked on the bock of the module: rated voltage and rated power in Watts and Volt-Ampere. position. The AC voltage developed across each LED signal module so connected shall not exceed 10 Vrms as the input AC voltage Is varied from 95 23. 27.5 4 9 9 16 32 32 Vrms to 135 Vrms. Table 24 Maintained Initial Lnte4sntics for Arms and PV Indic Lions (in cdlm2) Wtn2) 1.9.3 if a specific mounting orientation is required, each module shall haw prominent and permanent morking(s)for correct indexing and orientation within a signal housing. The markings shall consist of an up arrow, or the word 'UP' or 'TOPO. F 8.4.5.5 Mechanical vibration testing shall be as per MIL-STD-883, Test Method 2007, using 3 four minute cycles along each x, y, and z axis, at a force of 2.5 Gs, with a frequency sweep from 2 HZ to 120 HZ. The loosening of the lens, or of any Internal components, or other physical damage shall be Rod YclloW Gran 1 cause for rejection. Arrow a ica6)x) ) I I ( 1 I I'M 2.08A.2 Type A Pedestrian Signal Face (Combination Raised Hand/Walking Person section) 1 , 8.4.5.6 Temperature cycling shall be performed as per MIL-STD-883. Test method 1010. The temperature range shall be per 'Environmental Requirements rc5c e n iwhon S, N) 5,. Ni s.. x The following specifications requirements apply to the Walking Person section only. All general A minimum of 20 cycles shall be performed with a 30 minute transfer time between temperature extremes and a 30 minute dwell time at each n ,cahrx) Imurc 7ut 7x c tutus uturc specifications apply unless specifically superceded M this section. Na temperature. Module(s)being tested shall be energized and functioning throughout the duration of the test. Failure of a module to function property or any anccontrol (X) 5a) an as 2.1 Genera evidence of cracking of the module Ions or housing after temperature cycling shall be cause for rejection. .ar Conlro (Aau%) as all 1101) 2.07A.9 Production Oucilty Control Testing. Table 2-5 Minimum Maintained Intensities for Arrow and PV Indications (in cdtm2) (in cd n)2l 2.1.1 Pedestrian signal face modules shah be designed to mount behind or replace the existing face plate of existing Type OA' housing as specified by the requirements In the ITE Publication: Eoulument and Material Standards, Chapter 3 (Pedestrian Traffic Control Signal Indications). rcen 2.1.2 The design of the modules shag require o specific mounting orientation. a 9.1.1 The following Production Oudity Assurance tests shall be performed on each new module prior to shipment. Failure to meet requirements of any of Red Yell" Omn these tests shall be cause for rejection. Test results shall be retained by the manufacturer for seven years. Am," Indication 5stN1 I IJNx) II NM) 1 MIO 9.1.2 Bum-in period shall consist of each signal module being energized at rated voltage for a 30 minute stabilization period before the measurement Is 0rcrdc Irxhcaharl StN) 5 Ain 3.500 i, x1 2.2 Photometric Requirements mode (except for yellow modules). Pv Irdica6,m (taro future future 9.1.3 Each module shall be tested for rated Initial Intensity after bum-in. lean Control X 5,90 roe na inure n'e 2.2.1 Each module shall provide on average luminous Intensity of at least 3,750 candela/m•for *Hand' and 5,300 candela/mefor 'Wdking Person' symbol j 9.1.3.1 A single point measurement, with a correlation to the Intensity requirements of Table 2-2 for circular modules, may be used. Iu Cmwol Aran. na ova I I (XX) lxq throughout the useful life over the operating temperature range. 9.1.3.2 The ambient temperature for this measurement shall be +25" C (+77' F). 2.2.2 The uniformity ratio of on Illuminated symbol shall not exceed 4 to 1, between the highest luminance creo and the lowest luminance area In the module. 9.1.3.3 Each module not meeting minimum luminous intensity requirements per Table 2-2 or Table 2-4 shall be cause for rejection. 2.2.3 The color output of the module shall conform to the requirements of Section 5.3 In the ITE Publication: Equipment and Material Standards, 9.1.4 Each module shall be tested for required power factor after bum-In. 9.1.5 Each module shall be measured for current flow In amperes after bum-in. The measured current values shall be compared against rated values Table 2.6 Chmmancity Standards (CIE Char) Section 8.04 of Chapter 3 (Pedestrian Traffic Control Signal Indications). resulting from design qualification measurements under 'Design Qualification Testing The current flow shall not exceed the rated value. 2.2.3.1 'Hand ' shall be Portland oran ge 9.1.6 Each module shall be visually Inspected for any exterior physical damage or assembly anomalies. Careful attention shall be paid to the surface of not greater than 0.390, nor less than 0.33 1, nor lose than 0.997 -x than o 998 - x 2.2.3.2 Walking person shell be lunar white. the lens to ensure there are no scratches (abrasions), crocks. chips, discoloration, or other defects. Any such defect shall be cause for rejection. Red Y' rxx greater than 0.14K (w less than 1) 998 - x x: not two than 0.290, nor greater than 0.330 TABLES Yell,)* Y. not Icsa than 0 411, nor km than 0595 -x, nor Im thins 0 45'. an 0.995 -x, nor Im ohms 0.452 y. not less than 1.5x -0.175, nor greater than 1.5x -0.130 s. Green Y', NM less than 0, SIX) ..519x. nor less than 0.150.1.06U, rxx or less then U.1 1.116Rx, nor mere sun n7io-x 2.3 Physical and Mechanical Requirements 2.3.1 The module shall be designed to be used In the pedestrian signal section as retrofit replacement for existing signal lamps and shall not require special tools for Installation. 2.3.1.1 The module shall tit into existing pedestrian signal section housings built to the PTCSH specifications without modification to the housing. 2.07A.10 CERTIFICATE OF COMPLIANCE. The Contractor shall provide the Engineer a Certificate of Compliance fr feats of ConnpiIona from the manufacturer in accordance 2.3.2 The height of each symbol on the module shall be not less than 250 mm and the width of each symbol on the module shag not be less than with the provisions of Section 6-1.07, 'Certificates of Compliance,' of the Standard Specifications. The certificate comply with the requirements of these specifications. Said certificate shall also certify the LED signal modules cc cations. The certificate shall certify that the LED signal modules 165 mm. LED signal modules conform to the pre-qualified and testing approval of CdTrans and was manufactured In accordance with the CalTrons quality control program. The certiflt program. The certificate shall also include o copy of all 2.4 Construction Table 2-1 Maximum Power Consumption (in Watts) applicable test reports on the LED signal modules. size and type that are furnished for this project shah be The modules shell be a single, self-contained device, not requiring on-site assembly for Installation Into on existing Type 'AO housing. Rod Ycllo%% Green 2.07A.11 MAINTENANCE PERIOD AND REPLACEMENT MODULES. Five extra modules of each size and type that are e year maintenance period. When the maintenance period has 2,08A.3 Quality Assurance Temperature 25°C 7 2. 7 2 7 delivered to the Engineer for use of replacements for modules that may fail during the one year maintenance pt 30Ummnreular 511 0 17 .V 22 25 IS IS expired, the LED signal modules being hold for use as replacements will be released to the Contractor at the ad Contractor at the address noted below. Three spare modules of each size and type used for this project shall then be furnished by the Contractor. Vill nmcircular 8 13 11 16 11--12 3.1 The modules shall be manufactured In accordance with a manufacturer quality assurance (OA) program. The CIA program shall Include two types of 3110 mm armw 9 12 10 12 11 11 2.07A.12 GUARANTEE LED signal modules shall be guaranteed by the Contractor for a period of one year start rind of one year starting on the day after the project is quality assurance: (1)design quality assurance and (2)production quality assurance. The production quality assurance shop Include statistically controlled BlcS'cIc indication 11 17 22 25 15 15 accepted by the Engineer. Modules that fail during this period stroll be replaced at no cost to the City, except U to the City, except that City forces will change out the routine tests to ensure minimum performance levels of LED signal modules built to meet this specification, and a documented process of how problems ore e City Corporation Yard located of 4101 Truxtun Avenue, within to be resolved. PV indication I I 17 22 2_ IS IS modules in the field. The replacement modules shah be delivered to the Engineer, or to the City Corporation Yon five working days after notification. The failed modules will be made available to the Contractor at the above ado rotor at the above address at the some time as the y Lane Control (X) 9 12 n/a Na nla n/a replacement is delivered. 3.2 QA process and test results documentation shall be kept on fle for a minimum period of seven years. Larne Control (Armw) i Na n/a n/a 1 l 11 2.07A.13 WARRANTY. The manufacturer shall provide o written warranty against defects in materials and workrrx materials and workmanship for the LED signal modules for a period of 36 months after installation of the modules. Replacement modules shall be provided promptly after r tvided promptly after receipt of modules that have failed at no 3.3 LID signal module designs not satisfying design qualification testing and the production quality assurance testing performance requirements described cost to the City except cost of shipping of the faked modules. All warranty documentation shall be given to the shall be given to the Engineer prior to Installation. below shall not be labeled, advertised, or said as conforming to this specification. 2.08 LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE (COMBINATION SIGNAL) shall conform to the provisions in S to the provisions in Section 86-4.05, 'Pedestrian Signal 3.4 Design Oualification Testing Faces*, of the Standard Specifications and these special provisions. 3.4.1 Design QuollNcotlon Testing shall be performed by the manufacturer or on independent testing lob hired by the manufacturer an new LED module Table 2-2 Minimum Initial Intensities for Circular Inductions (in cd) Unless otherwise noted on the plans, pedestrian signals shall be Type A conforming to the following: following: designs, and when a major design change has been implemented on an existing design. A major design change Is defined as a design change (electrical or physieal)wh{eh changes any of the performance characteristics of the module, results In a different circuit configuration for the power supply, or 2(t0 mm Mourn changes the layout of the individual LED 'a in the module. 3.4.2 A quantity of two units for each design shall be submitted for Design Ouallfieatlon Testing. AngleO.h) Red Yellow (rite" Rol YaIk,W Grten Pedestrian Signal Face (Combination Signal) shall utilize light emitting diode signal modules. 2 5. .2 s 157 11.1 .114 M)9 798 7" All devices must meet the general specifications of the Transportation Electrical Equipment Specifications (TEES), Specifications (TEES), Chapter 1--General Specifications, as 3.4.2.1 Teat units shall be submitted to Coltrons Laboratory, Electrical Testing Branch. after the manufacturer 'a testing is complete. is TEES, Chapter 1. 3.4.2.2 Manufacturer 's testing data shall be submitted with test units for Coltrane verification of Design Qualification Testing data. 1 4 , well as the following specification. In cost of conflict, this specification shall govern over the TEES, Chapter 1. 3.4.3 Bum In. The sample modules shill be energized for a minimum of 24 hours, at 100 percent on-tine duty cycle, at a temperature of +74' C 2 5, • 12.5 67 111 131 1 6fi 111 311 2.08A.1 General (+165' F), before performing any design qualification testing. 2.S. - 17 S 29 57 57 90 181 IN] of an Incandescent lump for use In traffic: signal sections. 3.4.4 Any folure of the module, which renders the unit non-compliant with the specification after bum in, shag be cause for rejection. 7.5. 12.5 19 .1x 219 266 512 512 1.1 Each module shall consist of an assembly that utilizes LEDs as the light source In lieu of an incandescent Ic 3.4.5 For Design Qualification Testing, all specifications will be measured including, but not limited to: 7.5, t75 105 2(r) Im 239 475 475 1.2 The LEDs shall utilize appropriate technology to achieve the required color and shall be the ultra bright type the ultra bright type rated for 100,000 hours of continuous 3.4.5.1 Rated Initial Luminous Intensity, measured over the operating temperature range. 3.4.5.2 Chromaticity (Color), measured over the operating temperature range. 7.5. 912.5 76 152 152 171 .142 342 operation from 401C to +740C. 3.4.5.3 Electrical. 7.S. ,175 48 95 95 105 209 2(0) 1,3 The modules shall be rated for o minimum useful life of 48 months. AN modules shall meet oil parameters I meet oil parameters of this specification during this period. All specified parameters shall be measured and used for quality comparison of production quality assurance on production modules (rated power, etc). 7.5. 22 5 21 41 43 45 ix) % 3.4.5.4 Equipment Compatibility. or more LEO will result In the loss of not more than five percent Modules shall be tested for compatibility with the controller unit, conflict monitor, and load switch. Each signal module shall be connected to the output 7 5. -27.5 12 24 24 19 18 19 1.4 The Individual LEDs shall be wired such that a catastrophic loss or the follure of one or more LED will resui of the signal module light output of a standard goad switch, connected to an AC voltage supply between the values of 95 and 135 VAC, with the Input to the load switch in the Doff 125. X2.5 41 w, 8c, Y) IIV It9 'position, The AC voltage developed across each LED signal module so connected shall not exceed 10 Vrms as the Input AC voltage Is varied from 95 12.5. , 7 5 18 16 76 57 114 114 1.5 Electrical Vrms to 135 Vrms. 3.4.5.5 Mechanical vibration testing shall be as per MIL-STD-883, Test Method 2007, using 3 four minute cycles along each x, y, and z axis, at a force 125. . 12.5 33 67 67 52 105 105 1.5.1 Power Consumption of 2.5 Gs, with a frequency sweep from 2 HZ to 120 HZ. The loosening of the lens, or of any internal components, or 12 5. - 17 5 24 48 4x 40 RI 81 other physical damage shall be cause for rejection. 12.5. ,225 14 29 29 26 52 52 1.5.1.1 Maximum power consumption requirements for the modules are as follows (inwotts): 3.4.5.6 Temperature eydIng shall be performed as per MIL-STD-883. Test method 1010. The temperature range shag be per Environmental 12.5. 127 5 10 19 19 19 19 3A Requirements o. A minimum of 20 cycles shall be performed with a 30 minute transfer time between temperature extremes and a 30 minute dwell time at each temperature. Module(s)being tested shall be energized and functioning throughout the duration of the toot. Follure of a module to function properly 17 5, , 25 19 IN 38 26 52 52 "Hand' 10.0 12.0 or any evidence of cracking of the module lens or housing after temperature cycling shall be cause for rejection. 17 ,7S 17 31 31 26 52 52 'Walking Person- 9.0 12.0 17 5. : 12 5 12 2.1 24 26 52 52 1.5.1.2 LED modules will have EPA Energy Star compliance ratings, if applicable to that shape. size and color. yaps, size and color. 17 5. : 17 5 LL10L~L 19 1', 26 52 52 1.5.2 Operation Voltage am 95 volts to 135 volts. The fluctuations of line voltage shall 17 5. .22 5 7 14 14 24 48 48 1.5.2.1 The modules shall operate from a 60 HZ %3 HZ AC line over a voltage ranging from 95 volts to 135 A 17 5. +27 5 no to In 18 m have no visible effect on the luminous Intensity of the Indications. 1.5.2.2 Operating voltage of the modules shall be 120 VAC. All parameters shall be measured at this voltage. ured at this voltage. ESSI I 1.5.3 Power Factor h i The LED signal module shall have a power factor of 0.90 or greater. J" o. sotuun "w stns 1.5.4 THO Total harmonic distortion (current and voltage)Induced Into an AC power line by a LEO signal module shall not a 1.5.5 Surge Suppression nal module shall not exceed 20 percent. R. ETTGERS The signal module onboard circuitry shall Include voltage surge protection to withstand high repetition noise tran h repetition noise transients as stated In Section 2.1.6 of NEMA 7 V1 V CHULER 180121stSTREET, SUITE 4 Standard TS-2, 1992. q L1f BAKERSFIELD, CA 93301 EGIS ED CIVIL ENGINEER DATE C'\ 1.5.6 The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified abo le range specified above. ~Ix . H NG[NEERS (661) .127-1969 File Nome: Specs.dwg Drown: IJ I.dwg Drawn: UP SHEET NO. ,5 Engineer: IJP SPECIAL PROVISIONS FOR TRAFFIC SIGNAL INSTALLATION AT D O NA H U E S C H R I B ER 1 ADD SHEET 5 3-19-01 IJP Job No.: 154-05 Engineer. REV. DESCRIPTION DATE BY Date: 03/20/01 Checked E 1 Checked By: JDS CALLOWAY DRIVE AND HAGEMAN ROAD 5 of 6 77, t 3.4.5.7 Moisture resistance testing shall be performed on all modules mounted in a standard type 'A' pedestrian housing per NEMA Standard 250-1991 for Type 4 enclosures. Any evidence of Internal moisture after testing shall be cause for rejection. 2.08A.4 Production Quality Control Testing. 4.5.1 The fallowing Production Quality Assurance tests shall be performed on each new module prior to shipment. Failure to most requirements of any of these tests shall be cause for rejection. Test results shall be retained by the manufacturer for seven years. 4.5.2 Bum-in period shall consist of each signal module being energized at rated voltage or o 30 minute stabilization period before the measurement is made. 4.5.3 Each module shall be tested for rated Initial Intensity after bum-in. 4.5.3.1 A single point measurement, with a correlation to the Intensity requirements of Section 1.04 of the VTCSH for circular modules, may be used. 4.5.3.2 The ambient temperature for this measurement shall be +25" C (+77' F). 4.5.3.3 Each module not meeting minimum luminous intensity requirements of 3,750 cd/mOfor Hand and 5300 cd/m2 for Walking Person Symbol shall be cause for rejection. 4.5.4 Each module shall be tested for required power factor after bum-in. 4.5.5 Each module shall be measured for current flow In amperes otter bum-in. The measured current values shall be compared against rated values y resulting from design qualification meosurements under 'Design Qualification Testing'. The current flow shall not exceed the rated value. 4.5.6 Each module shall be visually Inspected for any exterior physical damage or assembly anomalies. Careful attention shall be paid to the surface of the lens to ensure there are no scratches (abrasions), cracks, chips. discoloration, or other defects. Any such defect shall be cause for rejection. 2.08A.5 Maintenance Period and Replacement Modules Five extra modules of each size and type that are furnished for this project shall be delivered to the Engineer for use as replacements for modules that may fall during the one year maintenance period. When the maintenance period has expired, the LED Pedestrian Signal Face (Combination Signal) modules being held for use as replacements will be released to the Contractor at the address noted below. Three spare modules of each size type used for this .,S y project shall then be furnished by the Contractor. 2.08A.6 Guarantee Pedestrian Signal Face (Combination Signal) modules shall be guaranteed by the Contractor for a period of one year starting on the day after the project is accepted by the Engineer. Modules that foil during this period shall be replaced and installed at no cost to the City. The replacement modules shall be delivered to the Engineer, or to the City Corporation Yard located at 4101 Truxtun Avenue within 5 working days after notification. The failed modules will be made available to the Contractor at the above address at the some time as the replacement is delivered. f 2.08A.7 Warranty The manufacturer shall provide a written warranty against defects In materials and workmanship for the LED pedestrian signal face "Upraised Hand modules for o period of 36 months after installation of the modules. Replacement modules shall be provided promptly after receipt of modules that hove foiled at no cost to the City except cost of shipping of the failed modules. All warranty documentation shall be given to the Engineer prior to Installation. 2.09 LUMINARIES. Luminaries shall conform to the provisions in Section 86-6.01, 'High Intensity-Discharge Luminaries", of the Standard Specifications and these special provisions. Luminaries shall be furnished with high pressure sodium lamps and integral ballasts with lamp wattages as shown on the plans. An in-line fuse shall be located In the pull box. 2.10 PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the provisions In Section 86-6.07, 'Photoelectric Controls. of the Standard Specifications and these special provisions. Each luminary shall be provided with a Type IV photoelectrical control. f 2.11 CONTROLLERS. CABINETS AND AUXILIARY EQUIPMENT. The Contractor will furnish the controller and cabinet assembly for each location complete with dl necessary prom modules, conflict monitor, flasher units and relays, isolation module, switch pocks, detector cards, keys and locks. The central pod on y the Foundation Detail In State Standard Plan ES-48 shall be Increased from a height of three and one-half (3.5) inches to a height of twelve (12) Inches. 2.12 GUARANTEE. The Contractor shall fumish a written guarantee to the City on the farm attached, guaranteeing all systems, except traffic signal lamps and outoscope, installed under this contract for a period of one (1) year from the date of acceptance of the work. The guarantee, properly executed, shall be filed with the City before notice of completion and final acceptance Is made by the City of the work described on the plans and these special provisions. 2.13 DETECTORS. Detectors shall conform to the provisions in Section 86-5, "Detectors,' of the Standard Specifications and these special provisions. Location and layout of detector loops shall be as directed by the Engineer. CONSTRUCTION MATERIALS: Loop detector lead-in cables shall conform to the provisions in Section 86-5.01A (4), 'Construction Moterids," of the Standard Specifications and these special provisions. Loop detector lead-in cables shall be Type B. and shall conform to the following: Loop wires in the pull box shall be twisted at a minimum rate of 5 turns per foot, and the splice must be soldered and completely waterproof. Connect one and of the shield to earth ground (at cabinet) and insulate the other end with no possible path to earth ground. All spade connectors used to attach to terminale inside the controller cabinet shall be crimped and soldered to the conductor. INSTALLATION DETAILS: Installation details shall conform to the provisions In Section 86-5.01A (5), "Installation Details,' of the Standard Specifications and these special provisions. Slots cut in the pavement shall be blown out and dried before installing inductive loop detectors. After conductors ore installed in slots cut in the pavement, the slots shall be filled with epoxy sedont conforming to the requirements in Section 95-2.09. 'Epoxy Sealant for Inductive Loops," to within 1/8 inch of the pavement surface. The seolont shall be of least 1/2 Inch thick above the top conductor in the saw cut. Before setting, surplus sealant shall be removed from the adjacent road surfaces without the use of advents. In lieu of the epoxy sealant specified above, slots may be filled with either of the following materials: 1. An slostomeric sealant conforming to Section 86-5.01A (5) of the Standard Specifications. 2. Asphaltic Emulsion Inductive Loop Sealant conforming to Section 86-5.01A (5) of the Standard Specifications. II suitble a for such purposes (Stuart Electric Ty Rap, Cthe phose atalog No. n TY5532 detector or approved equal).g - 6J2L BJIiU, 3I5U, etc.) In permanent Ink on a tog Detector loops in concrete pads shall be sealed with epoxy sealant. 2.14 TRAFFIC SIGNAL INTERCONNECT. Signal Interconnect Cable shall be twelve (12) conductor cable as shown on plans and shall conform to the following: The conductors shall be solid /19 AWG annealed copper in twisted pairs. The conductors shall be no less than four (4) turns per fourteen (14) Inches for twelve (12) pair cable. The cables shall hove a corrugated copolymer-coated eight (8) mil, aluminum tape and applied longitudinally over the core wrap. These cables must meet the requiremnets of PE-39 and ANSI ACEA 5-84-608-1988.  ~pFESSI h ~ ~j ,qIM 0. mum r 61=5 A R ETTGERS / / 180/ 21 sr STREET, SUffE 4 REGISTERED CIVIL ENGINEER DATE ~~qr ~%I CtiUL~R BAKERSFIEID.CA93301 1VIL~'.NGINEERS (66/) 327-1969 File Nome: Specs.dwg Drawn: :s.dwg Drown: UP SPECIAL PROVISIONS FOR TRAFFIC SIGNAL INSTALLATION AT SHEET NO. 05 Engineer: IJP 6 Of 6 D O NA H U E S C H R I B ER 1 ADD SHEET 6 3-19-01 IJP Job No.: 154-05 Engineer: REV. DESCRIPTION DATE BY Date: 03/20/01 Checked 01 Checked By: JDS GALLOWAY DRIVE AND HAGEMAN ROAD "M i Wilke •rt r'~.,, ".:t A~ . ` l .;P! tf 7 . " ~ ~ ~ ~ !i ~Mk; .I.~"ti ..a1. ..r' . ..C'1"•' Ld,„y 'n .b.. • .'-i"i v~