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HomeMy WebLinkAbout97-103SIGNAL_CALLOWAYATMARBYGRANGE_PG1BAKERS- RSP 1r-j LIST OF DRAWINGS DEPARTMENT OF PUBLIC 'P jIC WORKS 1. TITLE SHEET CITY OF WERSFIELD SW NW$= 2. SIGNAL PLAN 3 STRIPING PLPA PLANS FOR I NSTALLAT 4. SP~GIAL PRDVlSioNS (O TION OE TRAFFIC SIGNAL AND LIGHTING I NG SYSTEM ON CALLOWAY DRIVE AT MARBY 3Y GRANGE WAY STATE OF CALIFORNIA" CALTRANS 1988 STANDARD PLANS - ES-1A ES-3E ES-6T T-11 ES-16 ES-413 ES-8 T-12 ES-2C ES-513 ES-10 T-13 i ES-2E ES-5C ES-11 NOTE: ES-3A ES-5E ES-13 THE CONTRACTOR MUST POSSES A ES-36 ES-6A VALID CLASS A OR A CLASS C-10 ES-3C ES-6R ROSEDALE HIGHWAY AY CONTRACTORS LICENSE AT THE TIME ES-3D ES-6S z THIS CONTRACT IS AWARDED. Q w o ~ ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ARE SHOWN FOR BAKE RSF1E LD CITY STANDARDS Q LLJ INFORMATION ONLY. CONTRACTOR T-19 PALM AVE CD o SHALL CALL USA AT (800) 642-2444 L-Li AND VERIFY UTILITY LOCATIONS 48 > Q Q ~ U HOURS BEFORE STARTING CONSTRUCTION. w CONVENTIONAL SYMBOLS ¢ S HE LLABARGE R RD w - _ c~ 0 SECAON LINE EXIST. CURB Qr CUTTER ~ U I RICH T-OF-WAY EXIST A.C. FIONtIN£ i z - CENTERLINE EXIST EDGE OF PA"FNT' O APPROVED BY: RAILROAD TRACKS GUARD RAIL FENCE IMPROVEMEN TS B R I M H A L L ROAD - - PUBLIC RKS CTCR W i z UTILITY SYMBOLS APPROVAL RECOMMENDED: O MARRY GRpruC' PROJECT w WATER LINE s SEWER LINE (-D G GAS LINE 0- OIL LINE WAY ECTF s~yryC , r BURIED TELEPHONE • AERIAL UnLITY C) TR U X TU N A VE , m - - - CABLE LOCATION,/ N - G,/N6E/:/NG SEF:VIc k5 MMIfkC~Ef: ~ ucw acu Y c rocc r cicu J I' ►TION;~ 35173 r Exp 9.3n•99 K / V ~ rTF CIVIL OQ\P l./ sq ~F CAl1F ~ •M.H. MANHOLE" FIRE HYDRANT KERN RIVER t TRA= FIC E.`,':INE E R POWFR POLE w,M. WATER METER R.C L 32' 0 EXISANG MONUMENT ®.V. WATER VALVE STOCKDALE HIGHWAY G.M. 0 FUTURE MONUMENT ® GAS METER PLANS FOR TRAFFIC SIGNAL SYSTEM ON S.L. G.V. )C( STREET LIGHT O GAS VALVE CALLO WAY DRIVE AT MARBY GRANGE WAY C.O. CLEAN OUT BENCHMARK PRE-EMPTION AUTOSCOPf CAMERA SmithTechAUSA TRACT No. 5869 OPTICAL UNIT INCORPORATED BANK Of AMERICA TOWER 1430 TRUXTUN AVE. -SUITE 720 BAKERSPIESfIEL D,CA 93301 ROBERT E. SMITH RCE. 35473 DATE (805) 327-8492 FAX 327-8493 JOB NO. - 97-103 SHEET 1 OF 4 SHEETS 7, I POLE SCHEDULE CONDUCTOR TABLE CONSTRUCTION NOTES: A -----sicNals sicNs REMARKS PFa LOC. STANDARD VEHICAL , STREET NAME SICK RUN 10 INSTALL CONTRACTOR FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 332 - CABINET. INCREASE HEIGHT OF CENTRAL PAD ON FOUNDATION. DETAIL OF STATE AO 29A-5-80 50 2_AS SV-1-T e2 08 MARRY GRANGE WAY 310 WATT LUMINAIRE A aT M~ n n, Lj, n STANDARD PLAN ES-4B FROM 3.5' TO 12". 0 10' 1-A TV-2-T SV-1-T 98 a2 _ 28 CONDUCTOR 4 3 2 2 1 1 1 1 02 INSTALL 120/240V TYPE III-BF SIGNAL AND UGHTING SERVICE. USE 50 AMP SIGNAL 25 MAS 5 CONDUCTOR 1 1 1 1 SIGNAL BREAKER, 30 AMP LIGHTING BREAKER, 15 AMP AUTOSCOPE BREAKER. ALL © 19-4-80 t5 svAS SV-1-T a4 a2 CALLOWAY DRIVE 200 WATT 9 CONDUCTOR 1 H1 1 1 CIRCUITS EXCEPT THE LIGHTING SHALL BE METERED. O 10' 1-A TV-2-T SV-1-T a2 94 10 LUMINAIRE 2 2 2 2 2 2 2 4 Sv=1 Q3 INSTALL MAST ARM STREET NAME SIGNS. SIGNS SHALL BE DOUBLE SIDED HIGH INTEN- Q - 29A-5-805015- T_►MU ASr sV-1-T a6 a4 MARBY GRANGE WAY 310 WATT 6 SERVICE SECONDARY 2 SITY UPPER CASE LETTERS WITH HAWKINS M10J MOUNTING HARDWARE. CSTRACTOR FURNISHED ® INSTALL ~€ff COMPLETELY OPERATIONAL OPTICOM 711 PRE-EMPTION DEVICES. O 10' 1-A TV-2-T SV-1-T a4 a6 VIDEO DETECTION 4 3 2 2 1 1 1 1 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CABLES AND MOUNTING HARDWARE. t5 SV-1-T 12 VIDEO POWER CAMERAS) 1 3 3 3 3 3 3 3 © 1 g-4-gp 25 WAS sv-t-r a8 a6 GALLOWAY DRIVE 200 WATT CABLE 3 2 2 1 1 1 PELCO AB-121 MOUNTING HARDWARE TO BE USED. THE OPTICOM D 10' 1-A_ I TV-2-T SV-1-r a6 a8 762 PHASE SELECTOR UNIT WILL BE INSTALLED IN THE CABINET BY THE CONTRACTOR. CONDUIT SIZE 3" 3" 3" 3° 3° 2" 2" 2" 2" 2" 2" Z" 2" 2" CONTRACTOR SHALL MAKE INTERNAL CONNECTIONS WITHIN CABINET FOR A FULLY OPERA- NEW EXISTING N N N N E N E N E N N N N *N *N l*N ~kN TIONAL PRE-EMPTION SYSTEM. REFER TO WIRING DETAIL. INSTALL 4 - 711 DETECTORS ON MASTARMS. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE lkfrAGL IAITE9COAIA16Cr CABLE 6414 I?AWb, * = BELDEN 8281 TRAFFIC ENGINEER (326-3994) IN THE FIELD. 22~~gg33 711/721 PRE-EMFT FE-39 041rA(FROM 9R1Mg4L4 ROAO 70 MARBY 05 INSTALL COMPLETELY OPERATIONAL AUTOSCOPE =VIDEO DETECTION SYSTEM. INSTALL TB_ l 4,f,&14 15 WAY. 1FT11E 36A64Z 47G~A1EA4 LE PRI✓E l/A5 AC4W 1A/5TAL6E0,1A/57A-& 1A17FR- (2) 8mm & (2) 12mm AUTOSCOPE VIDEO CAMERAS ON LUMINAIRE MAST ARMS. ALL 1 - COAIA1E~rCABLE F00 MARBY 49AA144- WAY WIRING SHALL BE INSTALLED INTERNAL TO POLES. LOCATE 3' FROM CENTER OF LUMIN- (+26VDC OUT) ORG 2 e2, e5 - a1, o6 r4 44-01CA6 6 EDRI✓E. 1LTYC4L"CA4LE AIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4' FROM CENTER OF LUMINAIRE. (+26VDC OUT) ORG 3 a4, a7 - a3, o8 614AIAL- 15 1415TAUCD .4rrtA P16514AIAL, (CH A DE T) YE L Q e2, v5 7wAT orili- OPER WILL BEwPOA/S/BLE fee © LUMINAIRES SHALL BE CUTOFF TYPE. (CH B DE T) BLU 5 el, o6 1A15TAL11AJ6 Wf1A/r6,,2C0A/A1ELTCA5ZA-. Q ALL VEHICAL INDICATIONS SHALL BE 12 INCH. (DC COMM OUT) BARE 6 o2, a5 - a1, o6 (CH A DE T) YE L 7 a4, o7 ® ALL RED SIGNAL INDICATIONS SHALL BE L.E.D. (CH B DE T) BLU 8 m3, o8 (DC COMM OUT) BARE 9 a4, o7 - a3, o8 MARRY GRANGE WAY 0 ALL WORK SHALL BE DONE IN ACCORDANCE WITH STANDARD PLANS AND SPECIFICATIONS DATED JULY 1992. NOTE: ASSUMING T89-2 & TB9-3 ARE UNUSED ON THE J FILE, 22 22 --3- 12, 2' CONE 3- J2, 2' CONDUIT TO SERVICE POINT MOVE WIRES ON J11-J & J1-}-K (TWISTED PAIR) TO I To SERACE Pal AB Q z- r ~ 10'LANDSCAPE - EASEMENT OPTICOM FIELD WIRE DETAIL t , 11mm -L . ~ ~7--7 L- .l - ~ _l.___ 1 1. _ l_-.-_ L _ L 4 J \ _ ® 1. -J ..1 -7 2_-:LT'-2_=L-2.-1-7•--.L J'_'_C '7-. . ~ ! 10' LANDSCAPE AB ~ 8 17- - _ -l .J- EASEMENT _ l - ' AB e5 H ar e5H -I - - _L -s - - ~ BC - - - r C - - - - - Zrxl5TI AIG - - _ I,UTERCONN~CT A SEE SHEET 3 AB - - - - - - - - CDNDIJI T t y 6 -TYP. TYP. FOR STRIPPING PLAN 17 I - 00 U ~C -p- Q o6 00 REMOVE EX. ASPHAI' MEDIAN 00 4 4bi 00 - _ 4--- ~O C 4J!OC - 1 o`~ ,a5 - V, C0 424 - . 1 REMOVE DELINEATORS 2 41+00 ' 47+rri 02 - - 4 I 12' TYF. SEE SHEET 3 o2 o2 I MAINTNN FOR STRIPPING PLAN ABuat 00 I 8m CIRWIT 3 -J X12" CROSSWA, K (WHITE) TIP. 4 ,e . oy, A r ' I r> 64 0 3 B 2mm 0 CA-LLOIrAY DRIVE j I ~ i !I SCALE: 1" = 20' TRACT No. 5869 - CALLO WA Y DRIVE AT ~Ni'FFs 1 ( No 34,-3 TRAFFIC SIGNAL MARBY GRANGE WAY 1,,P, 9.3 1 SmithTech USA s,. cwu_ ,r~,~ I N C 0 R P 0 R A T E D BANK OF AMERICA TOWER _ 2•zsy- 9~__. 1430 TRUXTUN AVE. - SUITE 720 ROBERT" E. CMITH RCE 35473 DATE ol-~o-199a 10:19 AN Drawing Fie: F:\5D69\UTIL\CALTSIC BAKERSFIELD,CA 93301 TRAFFIC SIGNAL MAARBY CRANCL (8W 327-8492 FAX 327 8493 JOB NO. - 97-103 SHEET 2 OF 4 ;LiEFTS 10,11 jtmll~ STRIPING NOTES STRIPING LEGEND ❑1 REMOVE ALL CONFLICTING STRIPING, PAVEMENT MARKERS AND PAVEMENT MARKINGS. PAVEMENT MARKINGS SHALL BE REMOVED BY OLBLITERATING A RECTANGLE WHOS LIMITS ARE THE EDGES OF EACH WORD. 41 INSTALL TYPE IV ARROW (LEFT OR RIGHT AS INDICATED) 02 INSTALL 8" WHITE THERMOPLASTIC STRIPE WITH PAVEMENT MARKERS. (PER CALTRANS STD. PLAN A20D, DETAIL 38). EXISTING TYPE IV ARROW 03 PAINT 4" SKIP WHITE WITH PAVEMENT MARKERS. (LEFT OR RIGHT AS INDICATED) (PER CALTRANS STD. PLAN A20A, DETAIL 9). ® INSTALL POST AND SIGN. EXISTING TYPE VI ARROW (LEFT OR RIGHT AS INDICATED) 05 INSTALL SIGN ON EXISTING POST OR POLE. BIKE "BIKE LANE" PAVEMENT MARKING LANE © PAINT 12" WHITE CROSSWALK MARKING (PER CALTRANS STD. PLAN A24E). NOTE: ALL STRIPING TO BE THERMO- PLASTIC EXCEPT WHERE NOTED. (PER STD. SPEC. 8019-21C-19) MARBY GRANGE WAY 44 30 22 22 47 46 45 29 48 49 \ - 6 50 \ N DETAIL 38'---- - - R/ w J - s R81 ~ d 12' CROSSWALK DETAIL 39 I j - (WHITE) TYP. 7DETAIL 39 J I a iI 6 I00 12' 00 -EXISTING DE7AJ1 9 ; (TO Rt MA / EXISTING DETAIL 9 I Y (TO REMAIN) REMOVE EX. ASPHALT MEDIAN - EXISTING DETAIL 38 (TO REMAIN) _ - - •41iO 0+00 EXISTING MEDIAPJ 00 r - 4 +GU - - i _ 05 N - - - _ Na - - - _ 4.6+oo A? 100 O 41+00 DETAIL 38 00 ~ REMOVE DELINEATORS ~ --F_X!STING DETAIL 9 I cr 6 V EXISTING DETAIL 9 (TO REMAIN) 100 11T() R'-M,A!N DETAIL 39 I 00 REMOVE LIMIT LINE MARKING 5 R81~ - - EXISTING DETAIL 38 - - (TO REMAIN) - - J 5 Ref REMOVE REHEVi © u R (STOP) R (ST;I~') 1 C,4.t.t 0 IrA Y DRIrV.&F--dj  it . SCALE: 1 20' TRACT No. 5869 - CALLO WA Y DRIVE AT MARB Y GRANGE WAY a No E+G 9 9 30 30 SmithTechtlUSA SIGNING & STRIPING 02-18-1998 INCORPORATED ^r!V4~' ~i" BANK OF AMERICA TOWER 1:30 PM 1430 TRUXIUN AVE. - SUITE 720 Drawing File: F: \5869\UTIL\CALSTRP BAKERSFIELD,CA 93301 ROBERT E. SMITH RCF 35473 DAIc STRIPING PLAN (805) 327-8492 FAX 327-8493 JOB NO. - 97-103 SHEE T 3 Of 4 SHEE rS . ~ . ...ice. r.. r SECTION 7-2 - TRAFFIC SIGNALS AND LIGHTING FUNCTIONAL TEST PERIOD IS INCLUDED IN THE NUMBER OF WORKING DAYS TO MAXIMUM INITIAL POWER REQUIREMENTS FOR LED SIGNAL MODULES SHALL BE IODULES SHALL BE THE SIGNAL MODULE ONBOARD CIRCUITRY SHALL INCLUDE VOLTAGE SURGE PEDESTRIAN SIGNALS SHALL HAVE FRONT SCREENS CONFORMING TO THE COMPLETE THE PROJECT AS DESCRIBED IN SECTION 4, 'BEGINNING OF WORK, 25 WATTS FOR 300 MM RED, 15 WATTS FOR 200 MM RED AND 15 WATTS FOR 7-2.01 CONDUIT. CONDUIT SHALL CONFORM TO THE PROVISIONS IN SECTION TIME OF COMPLETION AND LIQUIDATED DAMAGES' OF THESE SPECIAL 300 MM RED ARROW AT 258C. AND 15 WATTS FOR PROTECTION TO WITHSTAND HIGH-REPETITION NOISE TRANSIENTS AS STATED IN PROVISIONS IN SECTION 86-4.056, 'FRONT SCREEN', OF THE STANDARD 86-2.05, 'CONDUIT,' OF THE CALTRANS STANDARD SPECIFICATIONS (HEREINAFTER PROVISIONS. SECTION 2.1.6 OF NEMA STANDARD TS-2, 1992. SPECIFICATIONS. REFERRED TO AS °STANDARD SPECIFICATIONS') LED SIGNAL MODULES SHALL BE RATED FOR A MINIMUM USEFUL LIFE OF 48 AND THESE SPECIAL PROVISIONS. THE FOURTH PARAGRAPH OF SECTION 86-2.14C 'FUNCTIONAL TESTING' OF THE MONTHS AND SHALL MAINTAIN NOT LESS THAN 85 PERCENT OF THE STANDARD ;EFUL LIFE OF 48 LED SIGNAL MODULES SHALL BE OPERATIONALLY COMPATIBLE WITH CURRENTLY 7-2.09 LUMINAIRES: LUMINAIRES SHALL CONFORM TO THE PROVISIONS IN STANDARD SPECIFICATIONS SHALL BE AMENDED TO READ AS FOLLOWS: LIGHT OUTPUT VALUES FOUND IN THE ITE PUBLICATION ST-0088, 'VEHICLE IT OF THE STANDARD USED CONTROLLER ASSEMBLIES (SOLID STATE LOAD SWITCHES, FLASHERS, AND SECTION 86-6.01, 'HIGH PRESSURE SODIUM LUMINAIRES,' OF THE STANDARD CONDUITS MAY BE INSTALLED BY EITHER JACKING/DRIWNG OR OPEN TRENCH TRAFFIC CONTROL SIGNAL HEADS- (VTCSH ST-017), AFTER 48 MONTHS OF 0088, 'VEHICLE CONFLICT MONITORS). SPECIFICATIONS AND THESE SPECIAL PROVISIONS. METHODS EXCEPT THAT TRENCHING WILL NOT BE ALLOWED IN SIDEWALK AREAS. TURN ON OF NEW OR MODIFIED TRAFFIC SIGNALS SHALL BE MADE ONLY CONTINUOUS USE IN A TRAFFIC SIGNAL OPERATION OVER THE TEMPERATURE 48 MONTHS OF HE TEMPERATURE LED SIGNAL MODULES AND ASSOCIATED 01~-BOARD CIRCUITRY MUST MEET LUMINAIRES SHALL BE FURNISHED WITH HIGH PRESSURE SODIUM LAMPS AND INSTALLATION USING JACKING OR DRILLING SHALL CONFORM TO SECTION AFTER ALL TRAFFIC SIGNAL CIRCUITS, INCLUDING SIGNAL INTERCONNECT RANGE OF -400C TO +74'C. 86-2.05C, INSTALLATION; OF THE STANDARD SPECIFICATIONS. OPEN TRENCH CIRCUITS, HAVE BEEN THOROUGHLY TESTED AS SPECIFIED ABOVE. FEDERAL COMMUNICATIONS COMMISSION (FCC) TITLE 47, SUBPART B, SECTION 15 INTEGRAL BALLASTS WITH LAMP WATTAGE AS SHOWN ON THE PLANS. REGULATIONS CONCERNING THE EMISSION OF ELECTRONIC NOISE. INSTALLATION SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: IN ADDITION TO THE REQUIREMENTS FOR CIRCULAR LED SIGNAL MODULES, ARROW ANAL MODULES, ARROW AN IN-LINE FUSE SHALL BE LOCATED IN THE PULL BOX. 7-2.06 SIGNAL FACES AND SIGNAL HEADS: SIGNAL FACES, SIGNAL HEADS AND MODULES SHALL CONFORM TO THE FOLLOWING: THE LED SIGNAL MODULE SHALL PROVIDE A POWER FACTOR OF 0.90 OR 1. CONDUIT SHALL BE RIGID NON-METALLIC TYPE. CONDUIT SHALL BE AUXILIARY EQUIPMENT, AS SHOWN ON THE PLANS, AND THE INSTALLATION GREATER. 7-2.10 PHOTOELECTRIC CONTROLS: PHOTOELECTRIC CONTROLS SHALL CONFORM PLACED UNDER EXISTING PAVEMENT IN A TRENCH NOT TO EXCEED 6 THEREOF, SHALL CONFORM TO THE PROVISIONS IN SECTIONS 86-4.01, "VEHICLE THE LED RED ARROW INDICATION SHALL MEET EXISTING SPECIFICATIONS INCHES IN WIDTH. TRENCH SHALL BE CUT USING A ROCK SAW AND SIGNAL FACES,' 86-4.01, 'DIRECTIONAL LOUVERS,' 86-4.03, 'BACKPLATES' AND STATED IN THE VTCSH SECTION 9.01 FOR ARROW LENSES. THE LEOS SHALL SPECIFICATIONS TO THE PROVISIONS IN SECTION 86-6.07, 'PHOTOELECTRIC CONTROLS', OF THE ALL LOOSE UNCOMPACTED MATERIAL SHALL BE REMOVED FROM THE 86-4.06, -SIGNAL MOUNTING ASSEMBLIES,' OF THE STANDARD SPECIFICATIONS BE SPREAD EVENLY ACROSS THE ILLUMINATED PORTION OF THE ARROW AREI ES. THE LEOS SHALL TOTAL HARMONIC DISTORTION (CURRENT AND VOLTAGE) INDUCED INTO AN AC STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. BOTTOM Of THE TRENCH PRIOR TO PLACEMENT Of CONDUIT. THE AND THESE SPECIAL PROVISIONS. EACH LED SIGNAL SECTION INDICATION SHALL PROVIDE A MINIMUM AVERAGE I OF THE ARROW AREA. POWER LINE BY A LED SIGNAL MODULE SHALL NOT EXCEED 20 PERCENT. TOP OF THE INSTALLED CONDUIT SHALL HAVE A MINIMUM DEPTH OF LUMINOUS INTENSITY OF 5,500 CANDELA/M2, AS MEASURED BY THE VTCSH. A MINIMUM AVERAGE EACH LUMINAIRE SHALL BE PROVIDED WITH A TYPE IV PHOTOELECTRIC CONTROL. 18 INCHES BELOW FINISHED GRADE. HOUSING, VISORS, DIRECTIONAL LOUVERS AND BACKPLATES SHALL NOT BE ALL MEASUREMENTS SHALL BE PERFORMED AT RATED OPERATING VOLTAGE IRED BY THE VTCSH. 7-2.07F CERTIFICATE OF COMPLIANCE: THE CONTRACTOR SHALL PROVIDE THE STRUCTURAL PLASTIC. OF 120 VAC. OPERATING VOLTAGE ENGINEER A CERTIFICATE OF COMPLIANCE FROM THE MANUFACTURER IN 2. THE CONDUIT SHALL BE PLACED IN THE BOTTOM OF THE TRENCH ACCORDANCE WITH THE PROVISIONS OF SECTION 6-1.01, 'CERTIFICATES OF 7-2.11 CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT: THE CITY WILL AND THE TRENCH SHALL BE BACKFILLED WITH A TWO (2) SACK ALL LAMPS FOR TRAFFIC SIGNAL UNITS SHALL BE FURNISHED BY THE 7-2.07C PHYSICAL AND MECHANICAL REQUIREMENTS: LED TRAFFIC SIGNAL COMPLIANCE,' OF THE STANDARD SPECIFICATIONS. THE CERTIFICATE SHALL FURNISH THE CONTROLLER AND CABINET ASSEMBLY FOR EACH LOCATION SLURRY CEMENT ACKFILL ~ LURRY CEMENT BACKFILL SHALL BE CONTRACTOR. MODULES SHALL BE DESIGNED AS RETROFIT REPLACEMENTS FOR EXISTING TRAFFIC SIGNAL CERTIFY THAT THE LED SIGNAL MODULES COMPLY WITH THE REQUIREMENTS OF COMPLETE WITH ALL NECESSARY PROM MODULES, CONFLICT MONITOR, FLASHER PLACED TO WITHIN 0.20 FEET OF THE PAVEMENT SURFACE. THE TOP OPTICAL UNITS OF SIGNAL LAMPS AND SHALL NOT REQUIRE SPECIAL TOOLS FOR S FOR EXISTING THESE SPECIFICATIONS. SAID CERTIFICATE SHALL ALSO CERTIFY THE LED SIGNAL UNITS AND RELAYS, ISOLATION MODULE, SWITCH PACKS, DETECTOR CARDS, KEYS 0.20 FEET SHALL BE BACKFILLED WITH ASPHALT CONCRETE ALL VEHICLE SIGNAL FACES SHALL BE PROVIDED WITH 12-INCH SECTIONS. INSTALLATION. LED SIGNAL MODULES SHALL FIT INTO EXISTING TRAFFIC SIGNAL SPECIAL TOOLS FOR MODULES CONFORM TO THE PRE-QUALIFIED AND TESTING APPROVAL OF AND LOCKS. THE CENTRAL PAD SHOWN ON THE 'FOUNDATION DETAILS' OF PRODUCED FROM COMMERCIAL QUALITY PAVING ASPHALT AND SECTION HOUSINGS BUILT TO THE VTCSH WITHOUT MODIFICATION TO THE ING TRAFFIC SIGNAL CALTRANS AND WAS MANUFACTURED IN ACCORDANCE WITH THE CALTRANS STATE STANDARD PLAN ES-4B SHALL BE INCREASED FROM A HEIGHT OF 3.5o TO AGGREGATES. THE FOURTH SENTENCE Of THE FIRST PARAGRAPH OF SECTION 86-4.06, 'SIGNAL HOUSING. RON TO THE QUALITY CONTROL PROGRAM. THE CERTIFICATE SHALL ALSO INCLUDE A COPY OF A HEIGHT OF 12'. MOUNTING ASSEMBLIES,' OF THE STANDARD SPECIFICATIONS, SHALL BE AMENDED ALL APPLICABLE TEST REPORTS ON THE LED SIGNAL MODULES. 3. PRIOR TO SPREADING ASPHALT CONCRETE, PAINT BINDER SHALL BE TO READ AS FOLLOWS: INSTALLATION OF A LED SIGNAL MODULE SHALL ONLY REQUIRE THE REMOVAL Of 7-2.12 AUTOSCOPE: VEHICLE DETECTION WILL BE ECONOLITE'S AUTOSCOPE- iIRE THE REMOVAL OF 7-2.07G MAINTENANCE PERIOD AND REPLACEMENT MODULES: FIVE EXTRA 2004, VIDEO VEHICLE DETECTION SYSTEM FURNISHED BY THE CONTRACTOR WITH APPLIED AS SPECIFIED IN SECTION 39-4.02, "PRIME COAT AND PAINT THE OPTICAL UNIT COMPONENTS, I.E., LENS, LAMP MODULE, GASKETS, AND GASKETS, AND MODULES OF EACH SIZE AND TYPE THAT ARE FURNISHED FOR THIS PROJECT CAMERAS. BINDER,' OF THE STANDARD SPECIFICATIONS. SPREADING AND POST TOP SLIP-FITTERS AND TERMINAL COMPARTMENTS SHALL BE CAST REFLECTOR; SHALL BE WEATHER TIGHT AND FIT SECURELY IN THE HOUSING; AN[ IN THE HOUSING; AND SHALL BE DELIVERED TO THE ENGINEER FOR USE AS REPLACEMENTS FOR COMPACTING OF ASPHALT CONCRETE SHALL BE PERFORMED BY ANY BRONZE OR HOT-DIP GALVANIZED DUCTILE IRON. SHALL CONNECT DIRECTLY TO ELECTRICAL WIRING. METHOD WHICH WILL PRODUCE AN ASPHALT CONCRETE SURFACE OF MODULES THAT MAY FAIL DURING THE ONE YEAR MAINTENANCE PERIOD. WHEN CAMERA VIDEO CABLE (BELDEN 18281) SHALL BE FURNISHED BY THE UNIFORM SMOOTHNESS, TEXTURE, AND DENSITY. 7-2.07 LIGHT EMITTING DIODE SIGNAL MODULES LED SIGNAL MODULE LENS: THE LED SIGNAL MODULE SHALL BE CAPABLE OF THE MAINTENANCE PERIOD HAS EXPIRED, THE LED SIGNAL MODULES BEING HELD CONTRACTOR AND SHALL RUN CONTINUOUS FROM CAMERA PIGTAIL CONNECTION LL BE CAPABLE OF FOR USE AS REPLACEMENTS WILL BE RELEASED TO THE CONTRACTOR AT THE TO SIGNAL CONTROLLER CABINET. CAMERA VIDEO AND POWER CORDS SHALL REPLACING THE OPTICAL UNIT. THE LENS MAY BE TINTED OR MAY USE 4. ALL EXCAVATED AREAS IN THE PAVEMENT SHALL BE BACKFILLED 7-2.07A DEFINITION: FOR ALL TRAFFIC SIGNALS FACES ON THIS PROJECT, THE TRANSPARENT FILM OR MATERIALS WITH SIMILAR CHARACTERISTICS TO ENHANCE IR MAY USE ADDRESS NOTED BELOW. TWO SPARE MODULES OF EACH SIZE AND TYPE USED ENTER LUMINAIRE ARM USING ENGINEER APPROVED CRIMP-TYPE BNC CONNECTORS BY THE END OF EACH WORK DAY. TEMPORARY ROADMIX OR OTHER 300 MM RED SECTIONS, THE 200 MM RED SECTIONS AND THE RED ARROW ON/OFF CONTRASTS. THE USE OF TINTING OR OTHER MATERIALS TO ENHANCE ?ISTICS TO ENHANCE FOR THIS PROJECT SHALL THEN BE FURNISHED BY THE CONTRACTOR. SUCH AS AMPHENOL 31-71032 AND SHALL UTILIZE A DRIP LOOP. CONNECTORS ACCEPTABLE TEMPORARY SURFACE WILL BE ALLOWED ON THE TOP SECTIONS SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. ON/OFF CONTRASTS SHALL NOT AFFECT CHROMATICITY AND SHALL BE UNIFORM RIALS TO ENHANCE SHOULD BE INSTALLED USING AMPHENOL CTL-2 CRIMPING TOOL. 0.20 FEET UNTIL SUCH A TIME AS THE PERMANENT ASPHALT ACROSS THE FACE OF THE LENS. SHALL BE UNIFORM 7-2.07H GUARANTEE: LED SIGNAL MODULES SHALL BE GUARANTEED BY THE WEATHERPROOF CONNECTIONS SHALL NOT BE AT BOTTOM OF DRIP LOOP. SURFACE IS PLACED. EACH LIGHT EMITTING DIODE (LED) SIGNAL MODULE SHALL CONSIST OF AN CONTRACTOR FOR A PERIOD OF ONE YEAR STARTING ON THE DAY AFTER THE CONNECTIONS AT CAMERAS SHALL BE APPROPRIATELY WRAPPED AND ASSEMBLY THAT UTILIZES LIGHT EMITTING DIODES AS THE LIGHT SOURCE IN LIEU IF A POLYMERIC LENS IS USED, A SURFACE COATING OR CHEMICAL SURFACE PROJECT IS ACCEPTED BY THE ENGINEER. MODULES THAT FAIL DURING THIS WEATHERPROOFED. CONDUITS INSTALLED UNDER SIDEWALK SHALL BE JACKED OR DRILLED. REMOVE OF AN INCANDESCENT LAMP FOR USE IN TRAFFIC SIGNAL SECTIONS. TREATMENT SHALL BE USED TO PROVIDE FRONT SURFACE ABRASION RESISTANCE 4EMICAL SURFACE PERIOD SHALL BE REPLACED AT NO COST TO THE CITY, EXCEPT THAT CITY AND REPLACE COMPLETE SIDEWALK PANELS TO NEAREST SEAM OR SCORELINE IF ABRASION RESISTANCE. FORCES WILL CHANGE OUT THE MODULES IN THE FIELD. THE REPLACEMENT 7-213 GUARANTEE: THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE PITS IN SIDEWALK AREA FOR JACKING/OMNG ARE NECESSARY. REMOVAL AND EACH TYPE 1 LED SIGNAL MODULE SHALL BE DESIGNED TO BE INSTALLED IN THE MODULES SHALL BE DELIVERED TO THE ENGINEER, OR TO THE CITY CORPORATION TO THE CITY ON THE FORM ATTACHED, GUARANTEEING ALL SYSTEMS, EXCEPT REPLACEMENT OF ENTIRE SIDEWALK AREA FOR JACKING/DRILLING PITS IS ALSO DOOR FRAME OF A STANDARD TRAFFIC SIGNAL HOUSING. THE LAMP SOCKET, ENVIRONMENTAL REQUIREMENTS: THE LED SIGNAL MODULE SHALL BE RATED FOI YARD LOCATED AT 4101 TRUXTUN AVENUE, WITHIN FIVE WORKING DAYS AFTER TRAFFIC SIGNAL LAMPS, INSTALLED UNDER THIS CONTRACT FOR A PERIOD OF ALLOWED. REFLECTOR, REFLECTOR HOLDER AND LENS USED WITH AN INCANDESCENT LAMP USE IN THE OPERATING TEMPERATURE RANGE OF -4C'C (-40'F) TO +74'C SHALL BE RATED FOR NOTIFICATION. THE FAILED MODULES WILL BE MADE AVAILABLE TO THE ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. THE GUARANTEE, 40* F) TO +74'C CONTRACTOR AT THE ABOVE ADDRESS AT THE SAME TIME AS THE REPLACEMENT PROPERLY EXECUTED, SHALL BE FILED WITH THE CITY BEFORE NOTICE OF SHALL NOT BE USED IN A SIGNAL SECTION IN WHICH A TYPE 1 LED SIGNAL (+165-F). IS DELIVERED. COMPLETION AND FINAL ACCEPTANCE IS MADE BY THE CITY OF THE WORK DEPENDENT UPON ADVERSE SOIL CONDITIONS OR OTHER CIRCUMSTANCES MODULE IS INSTALLED. ENCOUNTERED SAT THE TIME OF CONSTRUCTION, THE ENGINEER MAY SPECIFY THE LED SIGNAL MODULE SHALL BE PROTECTED AGAINST DUST AND MOISTURE DESCRIBED ON THE PLANS AND THESE SPECIAL PROVISIONS. UST AND MOISTURE 7-2.071 WARRANTY: THE MANUFACTURER SHALL PROVIDE A WRITTEN WARRANTY WHICH OF THE ABOVE METHODS MAY BE USED. EACH TYPE 2 LED SIGNAL MODULE SHALL BE DESIGNED TO MOUNT IN THE INTRUSION PER THE REQUIREMENTS OF NEMA STANDARD 250-1991 FOR TYPE 4 50-1991 FOR TYPE 4 AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR THE LED SIGNAL STANDARD LAMP SOCKET NORMALLY USED WITH AN INCANDESCENT LAMP. WHEN A ENCLOSURES TO PROTECT ALL INTERNAL COMPONENTS. 7-2.02 PULL BOXES: PULL BOXES SHALL CONFORM TO THE PROVISIONS IN TYPE 2 LED SIGNAL MODULE IS USED, A STANDARD TRAFFIC SIGNAL LENS IN THE MODULES FOR A PERIOD OF 36 MONTHS AFTER INSTALLATION OF THE MODULES. SECTION 86-2.06, "PULL BOXES,' Of THE STANDARD SPECIFICATIONS AND THESE DOOR FRAME SHALL BE USED OR, AT THE OPTION OF THE CONTRACTOR, THE THE LED SIGNAL MODULE LENS SHALL BE UV STABILIZED. REPLACEMENT MODULES SHALL BE PROVIDED PROMPTLY AFTER RECEIPT OF SPECIAL PROVISIONS. STANDARD LENS MAY BE REPLACED WITH A TRANSLUCENT RED LENS TO SEAL MODULES THAT HAVE FAILED AT NO COST TO THE CITY EXCEPT COST OF THE SIGNAL SECTION FROM WEATHER. THE INSTALLATION OF A TYPE 2 LED CONSTRUCTION: THE LED SIGNAL MODULE SHALL BE A SINGLE, SELF-CONTAINED SHIPPING OF THE FAILED MODULES. ALL WARRANTY DOCUMENTATION SHALL BE RECESSES FOR SUSPENSION OF BALLASTS WILL NOT BE REQUIRED. SIGNAL MODULE SHALL NOT REQUIRE ANY MODIFICATION TO THE STANDARD DEVICE, NOT REQUIRING ON-SITE ASSEMBLY FOR INSTALLATION INTO AN GLE, SELF-CONTAINED GIVEN TO THE ENGINEER PRIOR TO INSTALLATION. LAMP SOCKET OR REFLECTOR. EXISTING TRAFFIC SIGNAL HOUSING. THE POWER APPLY FOR THE LED SIGNAL ION INTO AN 7-2.03 CONDUCTORS AND WIRING: CONDUCTORS AND WIRING SHALL CONFORM TO MODULE SHALL BE INTEGRAL TO THE UNIT. i THE LED SIGNAL 7-2.08 PEDESTRIAN SIGNALS: PEDESTRIAN SIGNALS SHALL CONFORM TO THE THE PROVISIONS IN SECTION 86-2.08, "CONDUCTORS,- AND SECTION 86-2.09, 7-2.076 GENERAL- LED SIGNAL MODULES USED ON THIS PROJECT SHALL BE PROVISIONS IN SECTION 86-4.05, 'PEDESTRIAN SIGNAL FACES,' OF THE 'WIRING,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. FROM THE SAME MANUFACTURER, AND EACH SIZE SHALL BE THE SAME MODEL. THE ASSEMBLY AND MANUFACTURING PROCESS FOR THE LED SIGNAL ASSEMBLY STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. SHALL BE DESIGNED TO ASSURE ALL INTERNAL COMPONENTS ARE ADEQUATELY D SIGNAL ASSEMBLY CONDUCTORS - THE CONTRACTOR SHALL USE MULTI-CONDUCTOR ELECTRICAL EACH TYPE 1 LED SIGNAL MODULE SHALL BE A SEALED UNIT WITH TWO SUPPORTED TO WITHSTAND MECHANICAL SHOCK AND VIBRATION FROM HIGH WINDS TS ARE ADEQUATELY PEDESTRIAN SIGNALS SHALL BE TYPE G, CONFORMING TO THE FOLLOWING: CABLES FOR ALL CIRCUITS EXCEPT LIGHTING, CAMERA DETECTION AND BETWEEN CONDUCTORS FOR CONNECTING TO POWER, A PRINTED CIRCUIT BOARD, POWER AND OTHER SOURCES. ON FROM HIGH WINDS THE SERVICE POINT AND CONTROLLER CABINET. SUPPLY, A RED LENS AND GASKET, AND SHALL BE WEATHER PROOF AFTER TYPE G. EACH TYPE G PEDESTRIAN SIGNAL SHALL CONSIST OF A HOUSING INSTALLATION AND CONNECTION. THE CIRCUIT BOARD AND POWER SUPPLY SHALL MATERIALS: MATERIAL USED FOR THE LENS AND SIGNAL MODULE CONSTRUCTION WITH FRONT SCREEN, A MESSAGE PLATE AND TWO LIGHT SOURCES, EACH IODULE CONSTRUCTION CONSISTING OF LUMINOUS TUBING AND POWER SUPPLIES FOR THE LUMINOUS CONDUCTORS SHALL BE SPLICED BY THE USE OF 'C' SHAPED COMPRESSION BE CONTAINED INSIDE THE MODULE. CIRCUIT BOARDS SHALL CONFORM TO SHALL CONFORM TO ASTM SPECIFICATIONS FOR THE MATERIALS WHERE ALS WHERE TUBING, CONNECTORS AS SHOWN ON STANDARD PLAN ES-13. CHAPTER 1, SECTION 6 OF THE -TRANSPORTATION ELECTRICAL EQUIPMENT APPLICABLE. SPECIFICATIONS'. THE MESSAGE PLATE SHALL BE 1/8 INCH NOMINAL THICKNESS ULTRAVIOLET- SPLICES SHALL BE INSULATED BY 'METHOD B.' ENCLOSURES CONTAINING EITHER THE POWER SUPPLY OR ELECTRONIC LE CTRONIC STABILIZED, PRISMATIC-PATTERNED POLYCARBONATE PLASTIC; 3/16 INCH TYPE 2 LED SIGNAL MODULES SHALL BE A SEALED UNIT CONTAINING ALL COMPONENTS OF THE SIGNAL MODULE SHALL BE MADE OF UL94VO FLAME MOTE TO DESIGNERS: MODIFY BREAKERS TO MATCH DESIGN LOADINGS AND COMPONENTS NECESSARY FOR OPERATION EXCEPT, AT THE OPTION OF THE RETARDANT MATERIALS. THE LENS OF THE SIGNAL MODULE IS EXCLUDED FROM UL94VO FLAME NOMINAL THICKNESS HAMMERED WIRE-GLASS; OR 3/16 INCH NOMINAL FACILITIES PROVIDED SUCH AS INTERNALLY ILLUMINATED STREET NAME SIGNSI CONTRACTOR, USE OF A CORRESPONDING LENS MOUNTED IN THE DOOR FRAME THIS REQUIREMENT. IS EXCLUDED FROM THICKNESS ULTRAVIOLET-STABILIZED, PRISMATIC-PATTERNED ACRYLIC WILL BE ALLOWED. PLASTIC. THE MESSAGE PLATES SHALL HAVE A FLAT-BLACK SURFACE OVER 7-2.04 SERVICE: SERVICE SHALL CONFORM TO THE PROVISIONS IN SECTION MODULE IDENTIFICATION: EACH LED SIGNAL MODULE SHALL HAVE THE THE ENTIRE PROJECTED AREA EXCEPT WHERE THE SYMBOLS ARE LOCATED. 86-2.11, "SERVICE% OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL CONDUCTORS FOR TYPE 1 MODULES SHALL BE 1-M IN LENGTH, WITH QUICK MANUFACTURERS NAME, TRADEMARK, AND OTHER NECESSARY IDENTIFICATION HAVE THE THE MATERIAL USED TO MASK THE MESSAGE PLATE SHALL BE HARD AND PROVISIONS. DISCONNECT TERMINALS ATTACHED AND SHALL CONFORM TO SECTION 86-4.01C, PERMANENTLY MARKED ON THE BACK OF THE MODULE, EACH INDIVIDUAL LED tY IDENTIFICATION DURABLE AND SHALL BOND SUCH THAT IT WILL NOT FLAKE OR PEEL WHEN 'ELECTRICAL COMPONENTS,' OF THE STANDARD SPECIFICATIONS. SIGNAL MODULE SHALL BE IDENTIFIED FOR WARRANTY PURPOSES. H INDIVIDUAL LED THE MESSAGE PLATE IS IN USE OR IS WASHED. THE SYMBOLS SHALL BE ME UNLESS OTHERWISE NOTED, SERVICE PEDESTAL SHALL BE TYPE IIIBF, PER )SES. ONLY ILLUMINATED PORTION OF THE MESSAGE PLATE. CALTRANS STANDARD PLAN ES-2E, WITH WINDOW FOR PHOTOELECTRIC UNIT, AND THE LENS OF THE TYPE 1 MODULE SHALL BE INTEGRAL TO THE UNIT, SHALL BE THE FOLLOWING OPERATING CHARACTERISTICS SHALL BE IDENTIFIED: RATED SHALL BE FURNISHED WITH 70 AMP, 240 VOLT, 3 POLE MAIN BREAKER AND THE CONVEX WITH A SMOOTH OUTER SURFACE AND MADE OF ULTRAVIOLET VOLTAGE, POWER CONSUMPTION, AND VOLT-AMPERE. NTIFIED: RATED THE MESSAGE PLATE SHALL BE SEALED TO A POLYCARBONATE CASE TO FOLLOWING BRANCH CIRCUIT BREAKERS: STABILIZED PLASTIC OR OF GLASS. THE LENS SHALL BE CAPABLE OF FORM A DUST TIGHT AND WEATHERPROOF MODULE. THE MODULE SHALL WITHSTANDING ULTRAVIOLET (DIRECT SUNLIGHT) EXPOSURE FOR A MINIMUM EACH TYPE 1 LED SIGNAL MODULE SHALL HAVE PROMINENT AND PERMANENT CONTAIN AND PROPERLY SUPPORT THE LUMINOUS TUBING AND POWER AND PERMANENT SUPPLIES. NO. AMPS PHASE VOLTS BRANCH METERED PERIOD OF 5 YEARS WITHOUT EXHIBITING EVIDENCE OF DETERIORATION. VERTICAL MARKING(S) FOR CORRECT INDEXING AND ORIENTATION WITHIN A nON WITHIN A SIGNAL HOUSING. THE MARKINGS SHALL CONSIST OF AN UP ARROW, OR THE WORE ARROW, OR THE WORD EACH LIGHT SOURCE SHALL HAVE A SEPARATE POWER SUPPLY. EACH POWER 1 50 1 120 TRAFFIC SIGNAL YES THE TYPE 1 MODULE, AND THE LENS USED WITH A TYPE 2 MODULE SHALL BE 'UP' OR 'TOP'. SUPPLY SHALL REQUIRE LESS THEN 36 WATTS WITH A POWER FACTOR OF NOT SEALED IN THE DOOR FRAME WITH A ONE-PIECE EPDM (ETHYLENE PROPYLENE LESS THAN 90 PERCENT OVER A RANGE OF INPUT VOLTAGES FROM 105 TO 2 50 L 120 UGHfING P10 RUBBER) GASKET. 7-2.07D PHOTOMETRIC REQUIREMENTS: AN LED TRAFFIC SIGNAL MODULE SHALL IGNAL MODULE SHALL 130, AT A FREQUENCY OF 60 + 1 HZ. MEET AT LEAST 85 PERCENT OF THE MINIMUM VTCSH INTENSITY REQUIREMENTS ISITY REQUIREMENTS TYPE 2 LED SIGNAL MODULES SHALL NOT REQUIRE A SPECIFIC MOUNTING WHILE OPERATING THROUGHOUT THE OPERATING TEMPERATURE RANGE OF -40'C 3 15 1 120 AUTOSCOPE YES ORIENTATION OR HAVE A VARIANCE IN LIGHT OUTPUT, PATTERN OR VISIBILITY TO +74'C. IE RANGE OF -40'C EACH SYMBOL SHALL BE NOT LESS THAN 11 INCHES HIGH AND NOT LESS THAN 7 INCHES WIDE. FOR ANY MOUNTING ORIENTATION. THE ENGINEER WILL ARRANGE WITH THE SERVING UTILITY TO COMPLETE SERVICE THE MINIMUM INITIAL LUMINOUS INTENSITY VALUES FOR LED TRAFFIC SIGNAL CONNECTIONS TO SERVICE POINTS SHOWN ON THE PLANS AND WILL PAY ALL THE LEDS SHALL UTILIZE ALLNGAP TECHNOLOGY AND SHALL BE THE ULTRA MODULES SHALL BE AS DEFINED IN SECTION 11.04 OF THE VTCSH STANDARD AT TRAFFIC SIGNAL REQUIRED COSTS AND FEES REQUIRED BY THE UTILITY. BRIGHT TYPE RATED FOR 100,000 HOURS OF CONTINUOUS OPERATION FROM 4C7 C 25'C. VTCSH STANDARD AT TO 74°C. 7-2.05 TESTING: TESTING SHALL CONFORM TO THE PROVISIONS IN SECTION THE MEASURED CHROMATICITY COORDINATES OF LED SIGNAL MODULES SHALL 86-2.14, 'TESTING,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE INDIVIDUAL LEDS SHALL BE WIRED SUCH THAT A CATASTROPHIC FAILURE Of CONFORM TO THE CHROMATICITY REQUIREMENTS OF SECTION 8.04 AND FIGURE 1 MODULES SHALL PROVISIONS. ONE LED WILL RESULT IN THE LOSS OF NOT MORE THAN 5 PFRCFNT OF THE nr TWr trtrcu crAUneon 8.04 AND FIGURE 1 THE SIGNAL SHALL NOT N PLACED IN FLASHING MODE, WITH SIGNAL FACES SIGNAL MODULE LIGHT OUTPUT. 7-2.07E ELECTRICAL: LED SIGNAL MODULES SHALL OPERATE FROM A 60 HZ ?3 UNCOVERED, PRIOR TO FUNCTIONAL TESTING. THE FAILURE OF AN INDIVIDUAL LED IN A STRING SHALL ONLY RESULT IN THE HZ AC LINE OVER A VOLTAGE RANGING FROM 80 VOLTS TO 135 VOLTS. THE LED ATE FROM A 60 HZ =3 LOSS OF THAT LED, NOT THE ENTIRE STRING OR INDICATION. CIRCUITRY SHALL PREVENT PERCEPTIBLE FLICKER OVER THE VOLTAGE RANGE 135 VOLTS. THE LED FUNCTIONAL TESTING ALL FUNCTIONAL TESTING SHALL CONFORM TO THE SPECIFIED ABOVE. THE FLUCTUATIONS OF LINE VOLTAGE SHALL HAVE NO VOLTAGE RANGE 1LL HAVE NO PROVISIONS IS SECTION 86-2.140 'FUNCTIONAL TESTING,' OF THE STANDARD THE LED SIGNAL MODULES TESTED OR SUBMITTED FOR TESTING SHALL BE VOLTAGE VISIBLE EFFEFORCT ALL ON ME THE ASUREMENTS LUMINOUS SHALL BE 12 INTENSITY 120THE INDICATIONS. RATED 4TIONS. RATED SPECIFICATIONS AND THE FOLLOWING PARAGRAPH: REPRESENTATIVE OF TYPICAL AVERAGE PRODUCTION UNITS. CIRCULAR MODULES VOLTS. SHALL BE TESTED ACCORDING TO CALIFORNIA TEST NO. 604. ALL OPTICAL TESTING SHALL BE PERFORMED WITH THE MODULE MOUNTED IN A STANDARD ALL WIRING AND TERMINAL BLOCKS SHALL MEET THE REQUIREMENTS OF SECTION EMENT OF SECTION TRAFFIC SIGNAL SECTION BUT WITHOUT A VISOR OR HOOD ATTACHED TO THE 13.02 OF THE VTCSH STANDARD. TWO SECURED, COLOR CODED, 914 MM (36 IN) ED, 914 4 MM (36 IN) TRACT No, 5869 TRAFFIC SIGNAL `r,=~•_t;."'• SIGNAL SECTION. LONG 600 V, 20 AWG MINIMUM, JACKETED WIRES, CONFORMING TO THE NATIONAL IG TO THE NATIONAL ELECTRIC CODE, RATED FOR SERVICE AT +105'.C, ARE TO BE PROVIDED FOR A. E PROVIDED FOR SPECIAL PRO VISION ELECTRICAL CONNECTION FOR EACH TYPE 1 LED SIGNAL MODULE. s ? t r 'ULE SmithTechl USA J IN C0 RP0RATBD EANK OF AMERICA fUWER ~~,CC~~ 1•t.50 TRUXT'JN AVE_ - Sl11TC 120 ~ UAK RSFIEI.D,CA 93301 ROPE k T E. S AI?H RCE 35473 DATE 'K0 ' 3274492 FA'{ U7-84-93 JOB NO, - 91-- 103 SHEET 4 OF 4 SIEE TS