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Home My WebLink About3.2-543 Record Drawing� 1581A W t ii 1 AIK _ m -1 1 BENCHMARK: THE STEEL ROD FOUND AT THE NORTHEAST CORNER OF ROSEDALE HWY & OLD FARM RD WITH NGS DESIGNATION "M 1454" WITH RECORD NAVD88 ELEVATION = 366.74' WAS USED AS THE VERTICAL BENCHMARK AS SHOWN HEREON. SITE BENCHMARK: BRASS CAP FOUND IN LAMPHOLE AT THE INTERSECTION OF BRIMHALL ROAD AND ALLEN ROAD. ELEVATION = 362.85' UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF Alt UMI% AT LEAST n HOURS fit TO DEMMIG CON67RUC110N I:j:41►T 1i FIA 40ten- BENCHMARK: ie - 4 KEY MAP SCALE. 1" = 100' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY.ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WALL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BASIS OF BEARING.- THE EARING: THE BEARING OF S00'43'01"W FOR THE EAST UNE OF THE SOUTHEAST QUARTER OF SECTION 26, 29/26 M.D.B.&M., AS PER PARCEL MAP NO. 10763 RECORDED IN BOOK 52 OF PARCEL MAPS AT PAGES 114 & 115 WAS USED AS BASIS OF BEARINGS SHOWN HEREON. OVERTON STREET SHEET INDEX SHEET DESCRI SIG -1 COVER SHEET SIG -2 SIGNAL PLANS SIG -3 NOTES AND DETAILS SIG -4 NOTES AND DETAILS LLA VICINITY MAP N.T.S. APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER, R.C.E. NO. 610691? EXr' !213111(0 lam-.--• /v/ 12 //51' TRAFFIC ENGINEER DATE 17-' 2pt915 ASSISTANT PUBLIC WORKS DIRECTOR DATE ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN! CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. �Q�v mac. WH/,TT �F,y c o No. C-051930 - m s�qT CIVIC-oQ��P r 31 FOFCAI�F C--051930 sl CMN. �p AaS=BUILT QF CALIF DERRILL G. WHITTEN JR., C-051930 to DATE 3.a -5y3 0 W a 0 z c L V' U a a H .d- 0 r N �1 N cn ¢ v O � o J � <U_ LU m m C> LO 00 Z cj::: 0 Z J Z Q Z. w w Z Z W _1 U C.9 Z z 0 PALM RD Q in z SITE tr Y M w L. J ,j BRIMHALL RD V � o z o < a CL 0 z°�`� WESTSIDE PKWY LLA VICINITY MAP N.T.S. APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER, R.C.E. NO. 610691? EXr' !213111(0 lam-.--• /v/ 12 //51' TRAFFIC ENGINEER DATE 17-' 2pt915 ASSISTANT PUBLIC WORKS DIRECTOR DATE ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN! CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. �Q�v mac. WH/,TT �F,y c o No. C-051930 - m s�qT CIVIC-oQ��P r 31 FOFCAI�F C--051930 sl CMN. �p AaS=BUILT QF CALIF DERRILL G. WHITTEN JR., C-051930 to DATE 3.a -5y3 0 W a 0 z c L V' U a a H .d- 0 r N �1 N cn ¢ v O � o J � <U_ LU m m C> LO 00 Z cj::: 0 Z J Z Q Z. w w Z Z W _1 U C.9 Z z 0 SIG -1 f OF 4 Q Z— � w L. J ,j V ��L cv ce < CL 0 z°�`� N V I— ce W ,— ' W > Uz> LL Q OC z ~> W DESIGNER: JEM CHECKED BY DGW DATE: 9-1-2015 DRAFTER GFAG SCALE: AS SHOWN COMP. NO: 3641600 SIGNAL JOB NO.: 364-16-00 . cuccr SIG -1 f OF 4 o '10 3 t 6J2U Co MJ Cn �1 O M TERMfNATE INTERCONNECT IN PULIBOX AT PROJECT BOUNDARY v ROAD Y 3 � i N I o 0 U 212U i POLE SCHEDULE Aa "�--i- SIGNAL HEAD WITH PHASE # MAST ARM SIGNALS M.P. SIGNS C] ALLEN STANDARDLIGHTING/SIGNALS REMARKS VEHICLE WAL.K/DON'T WALK W�-DW PPB ST. NAME SIGN EI ROAD Y 3 � i N I o 0 U 212U i POLE SCHEDULE Aa "�--i- SIGNAL HEAD WITH PHASE # MAST ARM SIGNALS M.P. SIGNS C] LOC, STANDARDLIGHTING/SIGNALS REMARKS VEHICLE WAL.K/DON'T WALK W�-DW PPB ST. NAME SIGN EI SERVICE CABINET CL STA. 7+64.08, 88.12LT. A 19-2-100 15 / 20 SV 1-T MAS W E ALLEN ROAD 17 R73-4 MOUNT PREEMPTION OPTICAL DETECTOR B 1A TV -2-T SP -1-T CL STA. 7+84.08, 64.58LT. R9 -3A VEH-PE CSC 3 r r12 CSC ® ON STANDARD SV -1-T CL STA. 7+88.72, 56.48RT. C 29-5-100 15 / 50 MAS3-3 MAS SP -1-T W OVERTON STREET MOUNT PREEMPTION OPTICAL LT -MAT DETECTOR. R9 -3A ON STANDARD D 1A TV -2-T W CL STA. 7+70.65, 76.07RT. CL STA. 7+03.9, 75.77RT. E 19-2-100 15 /25 SV --1-T SP -1-T W W ALLEN ROAD 17 R61-5 MAS MOUNT PREEMPTION OPTICAL DETECTOR F 1A TV -1-T SP -1-T N N CL STA. 6+79.51, 59.51 RT. SV -1-T CL STA. 6+82.26, 56.13LT. G 29-5-100 15 /50 MAS SP -1-T N N OVERTON STREET 17 R73-3MOUNT PREEMPTION OPTICAL MAS DETECTOR H I 1A I I TV -1-T SP -1-T I W I E I CL STA. 7+05.9, 78.65LT. ''Lrt� 1#111Z ILIIZLrld# �1- ft114i Z i r LEGEND ACONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) Do SIGNAL STANDARD (REFER TO POLE SCHEDULE) 04 Aa "�--i- SIGNAL HEAD WITH PHASE # LUMINAIRE - MOUNTED ON SIGNAL STANDARD m PEDESTRIAN SIGNAL C] PULL BOX (#5 UNLESS OTHERWISE NOTED) ® PREEMPTION DEVICE OPTICAL DETECTOR (OPTICOM 722 - SINGLE UNIT) ELECTRICAL SERVICE PEDESTAL /IN SIGNAL CONTROLLER EI SERVICE CABINET TRAFFIC CONTROL SIGN (AS INDICATED) "R73-3" - LEFT TURN, NO U-TURN "R73-4" - INTERSECTION LANE CONTROL "R61-5" - INTERSECTION LANE CONTROL RIGHT LANE 10 ri "E" A- LOOP DETECTOR THRU LANE LEFT TURN LANE TYPE "D" LOO' DETECTOR GRAPHIC SCALE 20' 10' 0' 10' 20' ( IN FEET) 1 inch = 20 ft. 10' jam-- 15' ---o 10' 10' 10' STOP BAR/CROSSWALK NOTES- 1 ALL EQUIPMENT AND MATERIALS SHALL BE FURNISHED BY THE CONTRATOR. 2 PROVIDE TYPE 170E CONTROLLER WITH 412C PROM MODULE AND THE LATEST BITRANS LOCAL CONTROLLER PROGRAM WITH MODEL RM 404 G.D.I.MODEM AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 12OV/240V TYPE III -BF, PROVIDED BY CONTRACTOR. RAISE PEDESTAL FOR 332 CABINET TO 12" HEIGHT Q PULL BOX IN FRONT OF CONTROLLER SHALL BE #6. ALL OTHERS SHALL BE #5 UNLESS OTHERWISE NOTED. P.G.&E. POWER POINT WILL BE INSTALLED BY OTHERS. CONTRACTOR SHALL INSTALL CONDUIT FROM POWER POINT TO PULL BOX AND MAKE CONNECTION FOR POWER. 4 LUMINAIRES SHALL BE LED, MEETING CALTRANS ROADWAY 1 SPECIFICATIONS 5 ALL NEW SIGNAL INDICATIONS SHALL BE 12 INCH. 6 INSTALL LOOP DETECTORS THAT CONFORM TO THE PROVISIONS IN SECTION 86-5, "DETECTORS", OF THE 2010 STANDARD SPECIFICATIONS. LOOP DETECTOR LEAD-IN CABLES SHALL BE TYPE "B" AND CONFORM TO THE PROVISIONS IN SECTION 86-5.01A (3), "CONSTRUCTION MATERIALS", OF THE 2010 STANDARD SPECIFICATIONS a LOOP WIRES IN THE PULL BOX SHALL BE TWISTED AT A MINIMUM RATE OF FIVE (5) TURNS PER FOOT, AND THE SPLICE MUST BE SOLDERED AND COMPLETELY WATERPROOF. CONNECT ONE END OF THE SHIELD TO EARTH GROUND (AT CABINET) AND INSULATE THE OTHER END WITH NO POSSIBLE PATH TO EARTH GROUND ® STREET NAME SIGNS AND HANGERS SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. STREET NAME SIGNS SHALL BE MAST ARM MOUNT STREET SIGN PLATES PER COB STANDARD DETAIL T-20 1 ALL PEDESTRIAN INDICATIONS SHALL BE NEW, COUNTDOWN TYPE AS DETAILED IN THE SPECIFICATIONS. 1 ALL' UNUSED, SALVAGED MATERIAL SHALL BE DELIEVERED BY THE CONTRACTOR, TO WASTEWATER PLANE #2 AT MT. VERNON AVE. SOUTH OF FWY 58. CONTACT FRANK YOUNG PRIOR TO DELIVERY AT (805) 326-3152 POLE LOCATION INDICATED ON THE "POLE SCHEDULE ARE APPROXIMATE. FINAL LOCATION OF THE STANDARDS SHALL BE 5' BEHIND FLOW.INE AS DIRECTED BY THE ENGINEER AT THE SITE. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD LIES WITH THE CONTRACTOR. 14 CONTRACTOR SHALL REMOVE STRIPING AND PAVEMENT MARKINGS AS INDICATED ON THE PLAN, BY OBLITERATING A RECTANGLE WHOSE LIMITS ARE THE EDGE OF EACH WORD. UNDER NO CIRCUMSTANCES ARE THE LETTERS TO BE REMOVED INDIVIDUALLY. EXISTING SIDEWALK SHALL BE REMOVED AND REPLACED AS NECESSARY TO COMPLETE ALL CONSTRUCTION. SIDEWALK MAY ONLY BE REMOVED AND REPLACED IN COMPLETE PANELS. CONDUIT CROSSING SHALL BE BORED EXCEPT AS OTHERWISE PERMITTED BY THE CITY ENGINEER. REFER TO "INTERCONNECT CONDUCTOR SCHEMATIC" HEREON FOR REQUIREMENTS FOR NEW CONDUCTOR. REFER TO CITY OF BAKERSFIELD INTERCONNECT PLANS FOR EXISTING INTERCONNECT CONDUIT TO THE NORTH AND SOUTH. ® PROVIDE THERMOPLASTIC STRIPING, AND PAVEMENT MARKINGS AS SHOWN. REFER TO STREET CONSTRUCTION PLANS FOR REMAINING REQUIREMENTS AND ADDITIONS TO EXISTING STRIPING AND PAVEMENT MARKINGS. PROVIDE TRAFFIC CONTROL SIGN MOUNTED ON MAST ARM/SIGNAL STANDARD. (TYPE AS INDICATED) ® PROVIDE TRAFFIC CONTROL SIGN, GROUND MOUNTED. (TYPE AS INDICATED) . Q FURNISH AND INSTALL OPTICOM 711(SINGLE UNIT) PREEMPTION DEVICES AS INDICATED ON PLANS, INCLUDING ALL CABLES AND MOUNTING HARDWARE. THE CONTRACTOR SHALL ALSO FURNISH AND INSTALL AN OPTICOM 754 PHASE SELECTOR UNIT IN THE CONTROLLER CABINET. CONTRACTOR SHALL PROVED A FULLY OPERATIONAL PREEMPTION SYSTEM. EXACT PREEMPTION HARDWARE MOUNTING PLACEMENT SHAM BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD. CONTRACTOR SHALL PROVIDE AN OPTICOM TECHNICIAN WITH J & L INC. AT (714) 321-7513. THE OP11COM REPRESENTATIVE MUST BE CONTACTED 48 HOURS PRIOR TO SIGNAL INITIALIZATION. ® LOOPS SHALL BE CENTERED IN THEIR RESPECTIVE LANES AND AS DIRECTED BY THE ENGINEER AT THE SITE. TYPE "E" LOOPS SHALL BE 6' IN DIAMETER. TYPE "D" MODIFIED LOOPS SHALL BE 3'X3'. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN 8 FEET OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING ® THE CONTRACTOR SHALL INSTALL A NEW 2" INTERCONNECT CONDUIT FROM OVERTON STREET TO THE EXISTING INTERCONNECT PULL BOX AT ALLEN ROAD AND BRIMHALL ROAD. THE CONTRACTOR SHALL INSTALL NEW 12pr PE39 #19 AND CONNECT TO THE 332 CABINET TERMINAL BLOCK. QPOFESS/pN INSTALL NEW CONDUIT AND CABLE TO CONNECT TO THE CONTROLLER AT BRIMHALL AT ALLEN. Quo G• WH/;, - a HlTo No. C-051930 ?� Exp. s� Crv+� �Q OFC MAA WAR ww:7_._mwpJM ■ 'j/5 1 1 17 0 rn w o: 4 0 z z V) i— W m Wo W 0 a a �t- O N N to rn Q V O wo J W a � W m O `o 00 CL z Ce � j w t/`f V N °_jz Ce� N aQ� ZiCL a. N V f_ J LJ.1 r--- NZ > c.,v z � o V F g fie W Z F -o W DESIGNER: JEM CHECKED BY: DGW DATE: 9-1-2015 DRAFTER GMG SCALE: AS SHOWN COMP. N0: 3641600 -SIGNAL JOB NO.: 364-16-00 SHEET .SIG -2 2 OF 4 Aa i 1r VEH-PE CSC 3 r r12 CSC ® -�----��®-®�--- o L0144.127 VIZASERVICE (SECONDARY)#2 PRE-EMP11ON CABLE12 PAIR INTERCONNECTr •- � rNEI 0 rn w o: 4 0 z z V) i— W m Wo W 0 a a �t- O N N to rn Q V O wo J W a � W m O `o 00 CL z Ce � j w t/`f V N °_jz Ce� N aQ� ZiCL a. N V f_ J LJ.1 r--- NZ > c.,v z � o V F g fie W Z F -o W DESIGNER: JEM CHECKED BY: DGW DATE: 9-1-2015 DRAFTER GMG SCALE: AS SHOWN COMP. N0: 3641600 -SIGNAL JOB NO.: 364-16-00 SHEET .SIG -2 2 OF 4 r ALL WORK EMBRACED HEREON SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JANUARY 2010 AND ALONG WITH THE FOLLOWING PROVISIONS: FOUNDATIONS. FOUNDATIONS SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.03, `FOUNDATIONS," OF THE STANDARD SPECIFICATION AND THESE SPECIAL PROVISIONS. THE CONTRACTOR SHALL FURNISH THE ANCHOR BOLTS, NUTS AND WASHERS TO BE USED FOR NEW FOUNDATIONS AND SHALL FURNISH THE APPROPRIATE NUTS AND MASHERS FOR EXISTING FOUNDATIONS TO BE REUSED. STANDARDS, STEEL PEDESTALS AND POSTS. STANDARDS, STEEL PEDESTALS AND POSTS SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.04, "STANDARDS, STEEL PEDESTALS AND POSTS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. A PULL ROPE SHALL BE INSTALLED IN ALL MAST ARM POLES FROM THE HAND HOLE AT THE POLE BASE UP THROUGH THE SIGNAL MAST ARM TO THE FARTHEST HEAD. A SECOND PULL ROPE SHALL - BE INSTALLED IN ALL MAST ARM POLES WITH LUMINAIRES FROM THE HAND HOLE AT THE. BASE OF THE POLE UP THROUGH THE LUMINAIRE ARM TO THE LUMINAIRE. THE PULL ROPE SHALL BE DOUBLED BACK INTO THE POLE OR ARM AT EACH TERMINATION. CONDUIT. CONDUIT SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.05, `CONDUIT," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONDUITS MAY BE INSTALLED BY EITHER JACKING/DRIVING OR OPEN TRENCH METHODS. INSTALLATION USING JACKING OR DRIVING SHALL CONFORM TO SECTION 86-2.05C, INSTALLATION," OF THE STANDARD SPECIFICATIONS. OPEN TRENCH INSTALLATION IN PAVEMENT SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS. 1. CONDUIT SHALL BE RIGID NON-METALLIC TYPE. CONDUIT SHALL BE PLACED UNDER EXISTING PAVEMENT IN A TRENCH NOT TO EXCEED 6 INCHES IN WIDTH. TRENCH SHALL BE CUT USING A ROCK SAW AND ALL LOOSE UNCOMPACTED MATERIAL SHALL BE REMOVED FROM THE BOTTOM OF THE TRENCH PRIOR TO PLACEMENT OF CONDUIT. THE INSTALLED CONDUIT SHALL HAVE A COVER OF EIGHTEEN (18) TO TWENTY-ONE (21) INCHES BELOW FINISHED GRADE. 2. THE CONDUIT SHALL BE PLACED IN THE BOTTOM OF THE TRENCH AND THE TRENCH SHALL BE BACKFILLED WITH A ONE (1) SACK SLURRY CEMENT BACKFILL. SLURRY CEMENT BACKFILL SHALL BE PLACED TO WITHIN 0.20 FEET OF THE PAVEMENT SURFACE. THE TOP 0.20 FEET SHALL BE - BACKFILLED WITH ASPHALT CONCRETE PRODUCED FROM COMMERCIAL QUALITY .PAVING ASPHALT AND AGGREGATES. 3. PRIOR TO SPREADING ASPHALT CONCRETE, PAINT BINDER SHALL BE APPLIED AS SPECIFIED IN . SECTION 39-4.02, `PRIME COAT AND PAINT BINDER," OF THE STANDARD SPECIFICATIONS. SPREADING AND COMPACTING OF ASPHALT CONCRETE SHALL BE PERFORMED BY ANY METHOD WHICH WILL PRODUCE AN ASPHALT CONCRETE SURFACE OF UNIFORM SMOOTHNESS. 4. ALL EXCAVATED AREAS 1N THE PAVEMENT SHALL BE BACKFILLED EXCEPT FOR THE TOP 0.20 FOOT, BY THE END OF EACH WORK DAY. THE TOP 0.20 FOOT SHALL BE PLACED WITHIN THREE (3) WORKING DAYS AFTER TRENCHING. TEMPORARY ROADMIX OR OTHER ACCEPTABLE TEMPORARY SURFACE WILL BE ALLOWED ON THEN TOP 0.20 FEET UNTIL SUCH A TIME AS THE PERMANENT ASPHALT SURFACE IS PLACED. DEPENDENT UPON ADVERSE SOIL CONDITIONS OR OTHER CIRCUMSTANCES ENCOUNTERED AT THE TIME OF CONSTRUCTION, THE ENGINEER MAY SPECIFY WHICH OF THE ABOVE METHODS MAY BE USED. A PULL ROPE SHALL BE INSTALLED IN ALL SIGNAL CONDUITS NEW OR EXISTING. THE PULL ROPE SHALL BE NYLON OR POLYPROPYLENE WITH A MINIMUM TENSILE STRENGTH OF 500 POUNDS. AT LEAST 2 FEET OF PULL ROPE SHALL BE DOUBLED BACK INTO THE CONDUIT AT EACH TERMINATION: PULL BOXES. PULL BOXES SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.06, `PULL BOXES," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. RECESSES FOR SUSPENSION OF BALLASTS WILL NOT BE REQUIRED. CONDUCTORS AND WIRING. CONDUCTORS AND WIRING SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.08, `CONDUCTORS," AND SECTION 86-2.09, 'WIRING," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONDUCTORS - THE CONTRACTOR SHALL USE MULTI -CONDUCTOR ELECTRICAL CABLES FOR ALL CIRCUITS EXCEPT LIGHTING, CAMERA DETECTION AND BETWEEN THE SERVICE SWITCH AND CONTROLLER CABINET. CONDUCTORS SHALL BE SPLICED BY THE USE OF `C" SHAPED COMPRESSION CONNECTORS AS SHOWN ON STANDARD PLAN ES 13. SPLICES SHALL BE INSULATED BY `METHOD B." THE OPTICAL DETECTOR CABLE (3-M OPTICOM MODEL 138 OR EQUAL) SHALL HAVE FOUR CONDUCTORS OF AWG #20 (7X28) STANDARD INDIVIDUALLY TINNED DRAIN WIRE TO PROVIDE SIGNAL INTEGRITY AND TRANSIENT PROTECTION. THE INDIVIDUALLY TINNED COPPER, COLOR CODED INSULA71ON SHALL BE AS FOLLOWS: A. ORANGE FOR DELIVERY OF OPTICAL DETECTOR POWER (+) B. NEGATIVE RETURN WIRE FOR OP7ICAL DETECTOR POWER (-) C. YELLOW FOR OPTICAL DETECTOR SIGNAL #1 D. BLUE FOR OPTICAL SIGNAL #2 THE CONTRACTOR SHALL ARRANGE FOR A QUALIFIED OP11COM . TECHNICIAN TO BE PRESENT AT EACH SIGNAL TURN ON. A REPRESENTATIVE SERVICING THE BAKERSFIELD AREA MAY BE CONTACTED AT (714) 321-7513. THE INSULA71ON FOR ALL CONDUCTORS SHALL BE TYPE THW POLYVINYL CHLORIDE. SERVICE. SERVICE SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.11, "SERVICE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. UNLESS OTHERWISE NOTED, SERVICE PEDESTAL SHALL BE TYPE III -BF, PER CALTRANS STANDARD PLAN ES -2E, WITH A WINDOW FOR PHOTOELECTRIC UNIT, AND SHALL BE FURNISHED WITH A 60 AMP, 240 VOLT, 3 POLE MAIN BREAKER AND THE FOLLOWING CIRCUIT BREAKERS: O AMPS ** PHASE VOLTS BRANCHEM TERED 1 50 1 120 TRAFFIC SIGNAL YES 2 30 1 120 LIGHTING NO 3-6 5 1 120 VIDEO YES "INCREASE MAIN BREAKER AS REQUIRED FOR ACTUAL LOAD. THE CONTRACTOR SHALL COORDINATE WITH P.G.&E. TO MAKE SERVICE CONNECTIONS TO SERVICE POINTS SHOWN ON THE PLANS. THE OWNER WILL PAY ALL REQUIRED COSTS AND FEES REQUIRED BY THE UTILITY. CONTRACTOR SHALL OBTAIN NECESSARY BUILDING PERMIT FOR SERVICE PEDESTAL TESTING. TESTING SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.14, "TESTING," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. THE SIGNAL SHALL NOT BE PLACED IN FLASHING MODE, WITH SIGNAL FACES UNCOVERED, PRIOR TO FUNCTIONAL TESTING. SUBMIT TO CITY GENERAL SERVICES ELECTRICAL DIVISION FOR TESTING. FUNCTIONAL TESTING. ALL FUNCTIONAL TESTING SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.14C, `FUNCTIONAL TESTING," OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING PARAGRAPH: FUNCTIONAL TEST PERIOD IS INCLUDED IN THE NUMBER OF WORKING DAYS TO COMPLETE THE PROJECT AS DESCRIBED IN CONTRACT FOR THIS PROJECT. THE FOURTH PARAGRAPH OF SECTION 86-2.140, `FUNCTIONAL TESTING," OF THE STANDARD SPECIFICATIONS SHALL BE AMENDED TO READ AS FOLLOWS: TURN ON OF NEW OR MODIFIED TRAFFIC SIGNALS SHALL BE MADE ONLY AFTER ALL TRAFFIC SIGNAL CIRCUITS, INCLUDING SIGNAL INTERCONNECTION CIRCUITS, HAVE BEEN THOROUGHLY TESTED AS SPECIFIED ABOVE. SIGNAL FACES AND SIGNAL HEADS. SIGNAL FACES, SIGNAL HEADS AND AUXILIARY EQUIPMENT, AS SHOWN ON THE PLANS, AND THE INSTALLATION THEREOF, SHALL CONFORM TO THE PROVISIONS IN SECTION 86-1.01, "VEHICLE SIGNAL FACES," 86-4,02, `DIRECTIONAL LOUVERS," 86-4.03, "RACKPLATES," AND 86-4.06, `SIGNAL MOUNTING ASSEMBLIES," OF THE STANDARD SPECIFICA11ONS AND THESE SPECIAL PROVISIONS. HOUSING, VISORS, DIRECTIONAL LOUVERS AND BACKPLATES SHALL NOT BE STRUCTURAL PLASTIC. ALL LAMPS FOR TRAFFIC SIGNAL UNITS SHALL BE FURNISHED BY CONTRACTOR. ALL SIGNAL FACES SHALL BE PROVIDED WITH 12 -INCH SECTIONS AND RED, AMBER, GREEN, AND RESPECTIVE ARROW `LED" MODULE TYPE INDICATORS. TUNNEL VISORS SHALL BE ON ALL SIGNAL HEADS. THE FOURTH SENTENCE OF THE FIRST PARAGRAPH OF SECTION 86-4.06, 'SIGNAL MOUNTING ASSEMBLIES," OF THE STANDARD SPECIFICATIONS SHALL BE AMENDED TO READ AS FOLLOWS: POST TOP SUP -FITTERS AND TERMINAL COMPARTMENTS SHALL BE CAST BRONZE OR HOT -DIP GALVANIZED DUCTILE IRON. EACH MODULE SHALL CONSIST OF AN ASSEMBLY THAT UTILIZES LEDS AS THE LIGHT SOURCE IN LIEU OF AN INCANDESCENT LAMP FOR USE IN TRAFFIC SIGNAL SECTIONS. THE I EDS UTILIZED IN THE MODULES SHALL BE ALLNGAP TECHNOLOGY FOR RED, AMBER AND YELLOW INDICATIONS OR GAN FOR GREEN INDICATIONS, AND SHALL BE THE ULTRA BRIGHT TYPE RATED FOR 100,000 HOURS OF CONTINUOUS OPERATION FROM 401C TO +74°C. THE MODULES SHALL BE RATED FOR A MINIMUM USEFUL LIFE OF 48 MONTHS. .ALL MODULES SHALL MEET ALL PARAMETERS OF THIS SPECIFICATION DURING THIS PERIOD. THE INDIVIDUAL LEDS SHALL BE WIRED SUCH THAT A CATASTROPHIC LOSS OR FAILURE OF ONE OR MORE LED UNIT WILL NOT RESULT IN THE LOSS OF THE ENTIRE MODULE. ELECTRICAL, POWER CONSUMPTION MAXIMUM POWER CONSUMPTION REQUIREMENTS FOR THE MODULES ARE AS FOLLOWS: MAXIMUM POWER CONSUMPTION (IN WATTS) LED MODULES WILL HAVE EPA ENERGY STAR COMPLIANCE RATINGS, IF APPLICABLE TO THAT SHAPE, SIZE AND COLOR. OPERATION VOLTAGE THE MODULES SHALL OPERATE FROM A 60 HZ K3 HZ AC UNE OVER A VOLTAGE RANGING FROM 95 VOLTS TO 135 VOLTS. THE FLUCTUATIONS OF LINE VOLTAGE SHALL HAVE VISIBLE EFFECT ON THE LUMINOUS INTENSITY OF THE INDICATIONS. OPERATING VOLTAGE OF THE MODULES SHALL BE 120 VAC. ALL PARAMETERS SHALL BE MEASURED AT THIS VOLTAGE. POWER FACTOR THE LED SIGNAL MODULE SMALL HAVE A POWER FACTOR OF 0.90 OR GREATER. TND TOTAL HARMONIC DISTORTION (CURRENT AND VOLTAGE) INDUCED INTO AN AC POWER UNE BY A LED SIGNAL MODULE SHALL NOT EXCEED 20 PERCENT. SURGE SUPPRESSION THE SIGNAL MODULE ONBOARD CIRCUITRY SHALL INCLUDE VOLTAGE SURGE PROTECTION TO WITHSTAND HIGH REPETITION NOISE TRANSIENTS AS STATED IN SECTION 2.1.6 OF NEMA STANDARD TS -2, 1992. THE LED CIRCUITRY SHALL PREVENT PERCEPTIBLE FLICKER TO THE UNAIDED EYE OVER THE VOLTAGE RANGE SPECIFIED ABOVE. ALL WIRING AND TERMINAL BLOCKS SHALL MEET THE REQUIREMENTS OF SECTION 13.02 OF THE ITE PUBLICATION:IPE A I-STANDARDS,P ON SIGNAL HE". COMPATIBILITY THE MODULES SHALL BE OPERATIONALLY COMPATIBLE WITH CURRENTLY USED CONTROLLER ASSEMBLIES (SOLID STATE LOAD SWITCHES, FLASHERS, AND CONFLICT MONITORS). REVIEW TEES CHAPTERS 3 AND 6 FOR SPECIFICATIONS ON THESE DEVICES. WHEN A CURRENT OF 20MA AC (OR LESS) IS APPLIED TO THE UNIT, THE VOLTAGE READ ACROSS THE TWO LEADS SHALL BE 15 VAC OR LESS. THE MODULES AND ASSOCIATED ONBOARD CIRCUITRY MUST MEET CLASS A EMISSION LIMITS REFERRED IN FEDERAL COMMUNICATIONS COMMISSION (FCC) TITLE 47, SUBPART B, SECTION 15 REGULATIONS CONCERNING THE EMISSION OF ELECTRONIC NOISE. PHOTOMETRIC REQUIREMENTS THE MINIMUM INITIAL LUMINOUS INTENSITY VALUES FOR THE MODULES SHALL BE AS STATED IN TABLE 2-2 AND/OR TABLE 204 AT 25-C. THE MODULES (EXCLUDING YELLOW) SHALL MEET OR EXCEED THE ILLUMINATION VALUES SHOWN IN TABLE 2-3 AND/OR TABLE 2-5, THROUGHOUT THE USEFUL LIFE BASED ON NORMAL USE IN TRAFFIC SIGNAL OPERATION OVER THE OPERATING TEMPERATURE RANGE. YELLOW MODULES SHALL MEET OR EXCEED THE ILLUMINATION VALUES SHOWN IN TABLE 2-3 AND/OR TABLE 2-5, THROUGHOUT THE USEFUL LIFE BASED ON NORMAL USE IN A TRAFFIC SIGNAL OPERATION AT 251C. THE MEASURED CHROMATICALLY COORDINATES OF THE MODULES SHALL CONFORM TO THE CHROMATICITY REQUIREMENTS OF TABLE 2-6, THROUGHOUT THE USEFUL LIFE OVER THE OPERATING TEMPERATURE RANGE. TABLE 2-2 MINIMUM INITIAL INTENSITIES FOR CIRCULAR INDICATIONS (IN CD) Red Red Yellow Green Temperature 25* C 74* C 25* C 74* C 25* C 74* C 300mm Circular 11 17 22 25 15 15 200mm Circular 8 13 13 16 12 12 300mm Arrow 9 12 10 12 11 11 Bicycle Indication 11 17 22 25 15 15 PV Indication 11 17 22 25 15 15 Lane Control (X) 9 12 n/a n/a n/a n/a Lane Control n/a n/a n/a n/a 11 11 LED MODULES WILL HAVE EPA ENERGY STAR COMPLIANCE RATINGS, IF APPLICABLE TO THAT SHAPE, SIZE AND COLOR. OPERATION VOLTAGE THE MODULES SHALL OPERATE FROM A 60 HZ K3 HZ AC UNE OVER A VOLTAGE RANGING FROM 95 VOLTS TO 135 VOLTS. THE FLUCTUATIONS OF LINE VOLTAGE SHALL HAVE VISIBLE EFFECT ON THE LUMINOUS INTENSITY OF THE INDICATIONS. OPERATING VOLTAGE OF THE MODULES SHALL BE 120 VAC. ALL PARAMETERS SHALL BE MEASURED AT THIS VOLTAGE. POWER FACTOR THE LED SIGNAL MODULE SMALL HAVE A POWER FACTOR OF 0.90 OR GREATER. TND TOTAL HARMONIC DISTORTION (CURRENT AND VOLTAGE) INDUCED INTO AN AC POWER UNE BY A LED SIGNAL MODULE SHALL NOT EXCEED 20 PERCENT. SURGE SUPPRESSION THE SIGNAL MODULE ONBOARD CIRCUITRY SHALL INCLUDE VOLTAGE SURGE PROTECTION TO WITHSTAND HIGH REPETITION NOISE TRANSIENTS AS STATED IN SECTION 2.1.6 OF NEMA STANDARD TS -2, 1992. THE LED CIRCUITRY SHALL PREVENT PERCEPTIBLE FLICKER TO THE UNAIDED EYE OVER THE VOLTAGE RANGE SPECIFIED ABOVE. ALL WIRING AND TERMINAL BLOCKS SHALL MEET THE REQUIREMENTS OF SECTION 13.02 OF THE ITE PUBLICATION:IPE A I-STANDARDS,P ON SIGNAL HE". COMPATIBILITY THE MODULES SHALL BE OPERATIONALLY COMPATIBLE WITH CURRENTLY USED CONTROLLER ASSEMBLIES (SOLID STATE LOAD SWITCHES, FLASHERS, AND CONFLICT MONITORS). REVIEW TEES CHAPTERS 3 AND 6 FOR SPECIFICATIONS ON THESE DEVICES. WHEN A CURRENT OF 20MA AC (OR LESS) IS APPLIED TO THE UNIT, THE VOLTAGE READ ACROSS THE TWO LEADS SHALL BE 15 VAC OR LESS. THE MODULES AND ASSOCIATED ONBOARD CIRCUITRY MUST MEET CLASS A EMISSION LIMITS REFERRED IN FEDERAL COMMUNICATIONS COMMISSION (FCC) TITLE 47, SUBPART B, SECTION 15 REGULATIONS CONCERNING THE EMISSION OF ELECTRONIC NOISE. PHOTOMETRIC REQUIREMENTS THE MINIMUM INITIAL LUMINOUS INTENSITY VALUES FOR THE MODULES SHALL BE AS STATED IN TABLE 2-2 AND/OR TABLE 204 AT 25-C. THE MODULES (EXCLUDING YELLOW) SHALL MEET OR EXCEED THE ILLUMINATION VALUES SHOWN IN TABLE 2-3 AND/OR TABLE 2-5, THROUGHOUT THE USEFUL LIFE BASED ON NORMAL USE IN TRAFFIC SIGNAL OPERATION OVER THE OPERATING TEMPERATURE RANGE. YELLOW MODULES SHALL MEET OR EXCEED THE ILLUMINATION VALUES SHOWN IN TABLE 2-3 AND/OR TABLE 2-5, THROUGHOUT THE USEFUL LIFE BASED ON NORMAL USE IN A TRAFFIC SIGNAL OPERATION AT 251C. THE MEASURED CHROMATICALLY COORDINATES OF THE MODULES SHALL CONFORM TO THE CHROMATICITY REQUIREMENTS OF TABLE 2-6, THROUGHOUT THE USEFUL LIFE OVER THE OPERATING TEMPERATURE RANGE. TABLE 2-2 MINIMUM INITIAL INTENSITIES FOR CIRCULAR INDICATIONS (IN CD) TABLE 2-3 MAINTAINED MINIMUM INTENSITIES FOR CIRCULAR INDICATIONS (IN CD) Red 200mm Green Arrow Indication 300mm 11000 Angle (v,h) Red Yellow Green Red Yellow Green 2.5,±2.5 157 314 314 399 798 798 2.5,±7.5 114 228 228 295 589 589 2.5,±12.5 67 133 133 166 333 333 2.5,±17.5 29 57 57 90 181 181 7.5,±2.5 19 238 238 266 532 532 7.5,±7.5 105 209 209 238 475 475 7.5,±12.5 76 152 152 171 342 342 7.5,±17.5 48 95 95 105 209 209 7.5,±22.5 21 43 43 45 90 90 7.5,±27.5 12 24 24 19 38 38 12.5,±2.5 43 86 86 59 119 119 12.5,±7.5 38 76 76 57 114 114 12.5,±12.5 33 67 67 52 81 81 12.5,±17.5 24 48 48 40 81 81 12.5,±22.5 14 29 29 26 52 52 12.5,±27.5 10 19 19 19 38 38 17.5,42.5 19 38 38 26 52 52 17.5,±7.5 17 33 33 26 52 52 17.5,±12.5 12 24 24 26 S2 52 17.5,±17.5 10 19 19 26 52 52 17.5,±22.5 7 14 14 24 48 48 17.5,±27.5 5 10 10 19 38 38 TABLE 2-3 MAINTAINED MINIMUM INTENSITIES FOR CIRCULAR INDICATIONS (IN CD) TABLE 2-4 MAINTAINED IN111AL INTENSITIES FOR ARROW AND PV INDICATIONS (IN CD/M2) Red 200mm Green Arrow Indication 300mm 11000 Angle (v,h) Red Yellow Green Red Yellow Green 2.5,±2.5 133 267 267 339 678 678 2.5,±7.5 97 194 194 251 501 501 2.5,±12.5 57 113 113 141 283 283 2.5,±17.5 25 48 48 77 154 154 7.5,±2.5 101 202 202 226 452 452 7.5,±7.5 89 178 178 202 404 404 7.5,±12.5 65 129 129 145 291 291 7.5,±17.5 41 81 81 89 178 178 7.5,±22.5 18 37 37 38 77 77 7.5,±27.5 10 20 20 16 32 32 12.5,±2.5 37 73 73 50 101 101 12.5,±7.5 32 65 65 48 97 97 12.5,±12.5 28 57 57 44 89 89 12.5,±17.5 20 41 41 34 69 69 12.5,±22.5 12 25 25 22 44 44 12.5,±27.5 9 16 16 16 32 32 17.5,±2.5 16 32 32 22 44 44 17.5,±7.5 14 28 28 22 44 44 17.5,±12.5 10 20 20 22 44 44 17.5,±17.5 9 16 16 22 44 44 17.5,±22.5 6 12 12 20 41 41 17.5,±27.5 4 9 9 16 32 32 TABLE 2-4 MAINTAINED IN111AL INTENSITIES FOR ARROW AND PV INDICATIONS (IN CD/M2) TABLE 2-5 MINIMUM MAINTAINED INTENSITIES FOR ARROW AND PV INDICATIONS (IN CD/M2) Red Yellow Green Arrow Indication 5500 11000 11000 Bicycle Indication 5500 5500 5500 PV Indication Future Future Future Lane Control (X) 5,500 n/a n/a Lane Control n/a n/a 11000 TABLE 2-5 MINIMUM MAINTAINED INTENSITIES FOR ARROW AND PV INDICATIONS (IN CD/M2) TABLE 2-6 CHROMATICITY STANDARDS (CIE CHART) Red Red Yellow Green Arrow Indication 5500 11000 11000 Bicycle Indication 5500 5500 5500 PV Indication Future Future Future Lane Control (X) 5500 n/a n/a Lane Control n/a n/a 11000 TABLE 2-6 CHROMATICITY STANDARDS (CIE CHART) Red Y: not greater than 0.308, or less than 0.988-x Yellow Y: not loss than 0.411, nor loss than 0.995-x, nor loss than 0.452 Green Y: not less than 0.506-0.519x, nor less than 0.150+1.068x, nor more than 0.730-x PHYSICAL AND MECHANICAL REQUIREMENTS LED TRAFFIC SIGNAL MODULES SHALL BE DESIGNED AS RETROFIT REPLACEMENTS FOR EXISTING OPTICAL UNITS OF SIGNAL INDICATIONS AND SHALL NOT REQUIRE SPECIAL TOOLS FOR INSTALLATION. SEE APPROPRIATE SECTIONS FOR TYPE 1 AND TYPE 2 MODULES. ENVIRONMENTAL REQUIREMENTS THE LED SIGNAL MODULE SHALL BE RATED FOR USE IN THE OPERATING TEMPERATURE RANGE OF 41C (40'F) TO +74'C (+165F). THE MODULES SHALL MEET ALL SPECIFICATIONS 7HROUGHOUT THIS RANGE. THE LED SIGNAL MODULE SHALL BE PROTECTED AGAINST DUST AND MOISTURE INTRUSION PER THE REQUIREMENTS OF NEMA STANDARD 250-1 99 1 FOR TYPE 4 ENCLOSURES TO PROTECT ALL INTERNAL COMPONENTS. CONSTRUCTION THE LED SIGNAL MODULE SHALL BE A SINGLE, SELF CONTAINED DEVICE, NOT REQUIRING ONSITE ASSEMBLY FOR INSTALLATION INTO AN EXISTING TRAFFIC SIGNAL HOUSING. THE POWER SUPPLY FOR THE MODULE SHALL BE INTEGRAL TO THE UNIT THE CIRCUIT BOARD AND POWER SUPPLY SHAM BE CONTAINED INSIDE THE MODULE. CIRCUIT BOARDS SHALL CONFORM TO CHAPTER 1, SECTION 6 OF THE "TRANSPORTATION ELECTRICAL EQUIPMENT SPECIFICATIONS." THE ASSEMBLY AND MANUFACTURING PROCESS FOR THE LED SIGNAL ASSEMBLY SHALL BE DESIGNED TO ASSURE ALL INTERNAL COMPONENTS ARE ADEQUATELY SUPPORTED TO WITHSTAND MECHANICAL SHOCK AND ' VIBRATION FROM HIGH WINDS AND OTHER SOURCES. MATERIALS MATERIALS USED FOR THE LENS AND SIGNAL MODULE CONSTRUCTION SHALL CONFORM TO ASTM SPECIFICATIONS FOR THE MATERIALS. ENCLOSURES CONTAINING EITHER THE POWER SUPPLY OR ELECTRONIC COMPONENTS OF THE SIGNAL MODULE SHAD. BE MADE OF UL94VO FLAME RETARDANT MATERIALS. THE LENS OF THE SIGNAL MODULE IS EXCLUDED FROM THIS REQUIREMENT. MODULE ID13111FICATION EACH MODULE SHALL HAVE THE MANUFACTURER'S NAME, TRADEMARK, MODEL NUMBER, SERIAL NUMBER, DATE OF MANUFACTURE (MONTH -YEAR), AND LOT NUMBER AS IDENTIFICATION PERMANENTLY MARKED ON THE BACK OF THE MODULE. THE FOLLOWING OPERATING CHARACTERISTICS SHALL BE PERMANENTLY MARKED ON THE BACK OF THE MODULE: RATED VOLTAGE AND RATED POWER IN WATTS AND VOLT-AMPERE. EACH MODULE SHALL HAVE A SYMBOL OF THE TYPE OF MODULE (I.E. CIRCLE, ARROW, ETC.) IN THE COLOR OF THE MODULE. THE SYMBOL SHALL BE ON INCH (25.4 MM) IN DIAMETER. ADDITIONALLY, THE COLOR SHALL BE WRITTEN OUT IN X INCH LETTERS NEXT TO THE SYMBOL. IF A SPECIFIC MOUNTING ORIENTA71ON IS REQUIRED, EACH MODULE SHALL HAVE PROMINENT AND PERMANENT MARKING(S) FOR CORRECT INDEXING AND ORIENTATION WITHIN A SIGNAL HOUSING. THE MARKINGS SHALL CONSIST OF AN UP ARROW, OR THE `UP" AT "TOP." TYPE 1 TRAFFIC SIGNAL MODULE THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE TYPE 1 MODULE ONLY. ALL GENERAL SPECIFICATIONS APPLY UNLESS SPECIFICALLY SUPERSEDED IN THE SECTION. TYPE 1 MODULES CAN BE MANUFACTURED UNDER THIS SPECIFICATIONS FOR THE FOLLOWING FACES: 300MM CIRCULAR 200MM CIRCULAR 300MM ARROW BICYCLE INDICATION (FUTURE) LANE CONTROL (FUTURE) PHYSICAL AND MECHANICAL REQUIREMENTS THE MODULE SHALL FIT INTO EXISTING TRAFFIC SECTION HOUSINGS BUILT INTO THE SPECIFICATIONS DETAILED IN ITE PUBLICATION: EQUIPMENT AND MATERIAL STANDARDS, CHAPTER 2 (VEHICLE TRAFFIC CONTROL SIGNAL HEADS). EACH TYPE 1 MODULE SHALL BE DESIGNED TO BE INSTALLED AT THE DOORFRAME WITH A ONE-PIECE EPDM (ETHYLENE PROPYLENE RUBBER) GASKET THE MAXIMUM WEIGHT OF A TYPE 1 MODULE SHALL BE 1.8KG (4 LBS). 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, ETC), AND SHALL BE WEATHER PROOF AFTER INSTALLATION AND CONNECTION. TWO 'SECURED, COLOR -CODED, 600 V, 20 AWG MINIMUM, JACKETED WIRES, CONFORMING TO THE NATIONAL ELECTRIC CODE, RATED FOR SERVICE AT +105-C, ARE TO BE PROVIDED FOR ELECTRICAL CONNECTION FOR EACH TYPE 1 LED SIGNAL MODULE. CONDUCTORS FOR TYPE 1 MODULES SHALL BE 1MM IN LENGTH, WITH QUICK DISCONNECT TERMINALS ATTACHED AND SHALL CONFORM TO SECTION 86-4, OIC, "ELECTRICAL COMPONENTS," OF THE STANDARD SPECIFICATIONS. IF SPECIFIED IN THE PURCHASE ORDER, THE MODULE WILL BE EQUIPPED WITH AN ADAPTER THAT WILL SCREW INTO THE BASE OF THE MEDIUM BASE LAMP SOCKET THE ADAPTER SHALL BE ABLE TO ACCEPT THE QUICK DISCONNECT TERMINALS AT THE END OF THE CONDUCTORS FOR THE MODULE. THE ELECTRICAL CONTACTS OF THE ADAPTER SHALL BE MADE OF BRASS. LENS THE LENS OF THE TYPE 1 MODULE SHALL BE INTEGRAL TO THE UNIT, SHALL BE CONVEX WITH A SMOOTH OUTER SURFACE MADE OF PLASTIC OR OF GLASS. THE LENS MAY BE TINTED OR MAY USE TRANSPARENT FILM OR MATERIALS WITH SIMILAR CHARACTERISTICS TO ENHANCE ON/OFF CONTRASTS. THE USE OF TINTING OR OTHER MATERIALS TO ENHANCE ON/OFF CONTRASTS SHALL NOT AFFECT CHROMATICITY AND SHALL BE UNIFORM ACROSS THE FACE OF THE LENS. THE LED SIGNAL MODULE LENS SHALL BE U.V. STABILIZED AND SHALL BE CAPABLE OF WITHSTANDING ULTRAVIOLET (DIRECT SUNLIGHT) EXPOSURE FOR A MINIMUM PERIOD OF 60 MONTHS WITHOUT EXHIBITING EVIDENCE OF DETERIORATION. IF A PLYOMERIC LENS IS USED, A SURFACE COATING OR CHEMICAL SURFACE TREATMENT SHALL BE USED TO PROVIDE FRONT SURFACE ABRASION RESISTANCE. TYPE 2 TRAFFIC SIGNAL MODULE THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE TYPE 2 MODULE ONLY. ALL GENERAL SPECIFICATIONS APPLY UNLESS SPECIFICALLY SUPERSEDED IN THE SECTION. TYPE 2 MODULES CAN BE MANUFACTURED UNDER THIS SPECIFICATION FOR THE FOLLOWING FACES: 300MM CIRCULAR 200MM CIRCULAR 300MM ARROW PROGRAMMED VISIBILITY (RED, YELLOW, GREEN) PHYSICAL AND MECHANICAL REQUIREMENTS THE MODULE SHALL FIT INTO EXISTING TRAFFIC SECTION HOUSINGS BUILT TO THE SPECIFICATIONS DETAILED IN ITE PUBLICATION: EQUIPMENT AND MATERIAL STANDARDS, CHAPTER 2 (VEHICLE TRAFFIC CONTROL SIGNAL HEADS), WITH THE EXISTING LENS, REFLECTOR AND LAMP SOCKET REMAINING IN PLACE, AND WITHOUT MODIFICATION TO THE HOUSING. EACH TYPE 2 MODULE SHALL BE DESIGNED TO MOUNT IN THE STANDARD LAMP SOCKET NORMALLY USED WITH AN INCANDESCENT LAMP. THE MAXIMUM WEIGHT OF A TYPE 2 MODULE SHALL BE 1.4KG (3 LBS). TYPE 2 MODULES SHALL BE A. SEALED UNIT CONTAINING ALL COMPONENTS NECESSARY FOR OPERATION. THE INSTALLATION OF A TYPE 2 MODULE SHALL NOT REQUIRE ANY REMOVAL OF, OR MODIFICATION TO THE STANDARD LAMP SOCKET OR REFLECTOR. THE INSTALLATION OF A TYPE 2 MODULE SHALL NOT REQUIRE SPECIAL TOOLS. 3M ARROW THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE 300MM ARROW ONLY. ALL GENERAL SPECIFICATIONS APPLY UNLESS SPECIFICALLY SUPERSEDED IN THE SECTION. THE ARROW MODULE SHALL MEET SPECIFICATIONS STATED IN SECTION 9.01 OF THE ITE PUBUCA71ON: EQUIPMENT AND MATERIAL STANDARDS, CHAPTER 2 (VEHICLE TRAFFIC CONTROL SIGNAL HEADS) FOR ARROW INDICATIONS. THE LEDS SHAD_ BE SPREAD EVENLY ACROSS THE ILLUMINATED PORTION OF THE ARROW AREA. 300MM BICYCLE THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE 300MM BICYCLE ONLY. ALL GENERAL SPECIFICATIONS APPLY UNLESS SPECIFICALLY SUPERSEDED .IN THE SECTION. THE BICYCLE MODULE SHALL MEET APPROXIMATE SHAPE AND SIZE SPECIFICATION AS SHOWN IN FIGURE 6-1 FOR BICYCLE SIGNAL FACE. CITY SHALL MAKE THE FINAL DETERMINATION AS TO THE CONFORMANCE TO THE INTENT OF THIS SPECIFICATION. THE LEDS SHALL BE. SPREAD EVENLY ACROSS THE ILLUMINATED PORTION OF THE BICYCLE AREA. 300MM PROGRAMMED VISIBILITY (PV) THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE 300MM PV ONLY. ALL GENERAL SPECIFICATIONS APPLY UNLESS SPECIFICALLY SUPERSEDED IN THE SECTION. THE MODULE SHALL BE A TYPE 2 MODULE DESIGNED AND CONSTRUCTED TO BE INSTALLED IN A PROGRAMMED VISIBILITY (PV) SIGNAL HOUSING WITHOUT MODIFICATION TO THE HOUSING. THE I EDS SHALL BE SPREAD EVENLY ACROSS THE MODULE. 300MM LANE CONTROL THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE 300MM LANE CONTROL MODULE ONLY. ALL GENERAL SPECIFICATIONS APPLY UNLESS SPECIFICALLY SUPERSEDED IN THE SECTION. THE LANE CONTROL MODULE SHALL MEET APPROXIMATE SHAPE AND SIZE SPECIFICATION AS SHOW IN FIGURES 8-1 AND 8-2 FOR LANE CONTROL MODULES. CITY SHALL MAKE FINAL DETERMINATION AS TO THE CONFORMANCE TO THE INTENT OF THIS SPECIFICATION. THREE SECURED, COLOR CODED, 600 V, 20 AWG MINIMUM, JACKETED WIRES, CONFORMING TO THE NATIONAL ELECTRIC CODE, RATED FOR SERVICE AT +1050, ARE TO BE PROVIDED FOR ELECTRICAL CONNECTION FOR EACH LANE CONTROL LED SIGNAL MODULE. CONDUCTORS FOR THE MODULE SHALL BE 1M IN LENGTH, WITH QUICK DISCONNECT TERMINALS ATTACHED AND SHALL CONFORM TO SECTION 86-4.01C, `ELECTRICAL COMPONENTS,"OF THE STANDARD SPECIFICATIONS. THE COLOR CODE IS AS FOLLOWS: Function Color Neutral White Red X Red Green Arrow Brown THE LEDS SHALL BE SPREAD EVENLY ACROSS THE ILLUMINATED PORTIONS OF THIS MODULE. LUMINAIRES. LUMINAIRES SHALL BE LIGHT EMITTING DIODES AND SHALL CONFORM TO THE CITY OF BAKERSFIELD, PUBLIC WORKS DEPARTMENT, LED STREET LIGHTING SPECIFICATIONS, DATE OCTOBER 2013, AND INCLUDED IN THESE SPECIAL PROVISIONS. AN 1N -UNE FUSE SHALL BE LOCATED IN THE PULL BOX. PHOTOELECTRIC CONTROLS. PHOTOELECTRIC CONTROLS SHALL CONFORM TO THE PROVISIONS IN SECTION 86-6.07, `PHOTOELECTRIC CONTROLS," OF THE STANDARD SPECIFICATIONS AND THESE PROVISIONS. EACH LUMINAIRE SHALL BE PROVIDED WITH A TYPE IV PHOTOELECTRICAL CONTROL INTERNALLY ILLUMINATED STREET NAME SIGNS WILL BE CONTROLLED BY A SINGLE TYPE V PHOTOELECTRIC CONTROL LOCATED IN THE SERVICE PEDESTAL (IISNS ARE NOT REQUIRED FOR THIS PROJECT). PEDESTRIAN SIGNALS. PEDESTRIAN SIGNALS SHALL CONFORM TO THE PROVISIONS IN SECTION 86-4.05, `PEDESTRIAN SIGNAL FACES," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PEDESTRIAN SIGNALS SHALL BE TYPE A, CONFORMING THE FOLLOWING: GENERAL EACH MODULE SHALL CONSIST OF AN ASSEMBLY THAT UTILIZES LEDS AS THE LIGHT SOURCE IN LIEU OF AN INCANDESCENT LAMP FOR USE IN TRAFFIC SIGNAL SECTIONS. THE LEDS SHALL UTILIZE APPROPRIATE TECHNOLOGY TO ACHIEVE THE REQUIRED COLOR AND SHALL BE THE ULTRA BRIGHT TYPE RATED FOR 100,000 HOURS OF CONTINUOUS OPERATION FROM 4'C TO +7VC. THE MODULES SHALL BE RATED FOR A MINIMUM USEFUL LIFE OF 48 MONTHS. ALL MODULES SHALL MEET ALL PARAMETERS OF THIS SPECIFICATION DURING THIS PERIOD. THE INDIVIDUAL LEDS SHALL BE WIRED SUCH THAT A CATASTROPHIC LOSS OR THE FAILURE OF ONE OR MORE LED WILL RESULT IN THE LOSS OF NOT MORE THAN FIVE PERCENT OF THE SIGNAL MODULE LIGHT OUTPUT ELECTRICAL POWER CONSUMPTION MAXIMUM POWER CONSUMPTION REQUIREMENTS FOR THE MODULES ARE AS FOLLOWS (IN WATTS): LED MODULES WILL HAVE EPA ENERGY STAR COMPLIANCE RATINGS, IF APPLICABLE TO THAT SHAPE, SIZE AND COLOR. OPERATIONAL VOLTAGE THE MODULES SHALL OPERATE FROM A 60 HZ± 3 HZ AC LINE OVER A VOLTAGE RANGING FROM 95 VOLTS TO 135 VOLTS. THE FLUCTUA11ONS OF LINE VOLTAGE SHALL HAVE NO VISIBLE EFFECT ON THE LUMINOUS INTENSITY OF THE INDICATIONS. OPERATING VOLTAGE OF THE MODULES SHALL BE 120 VAC. ALL PARAMETERS SHALL BE MEASURED AT THIS VOLTAGE. POWER FACTOR THE LED SIGNAL MODULE SHALL HAVE A POWER FACTOR OF 0.90 OR GREATER. THD TOTAL HARMONIC DISTORTION (CURRENT AND VOLTAGE) INDUCED INTO AN AC POWER LINE BY A LED SIGNAL MODULE SHALL NOT EXCEED 20 PERCENT. SURGE SUPPRESSION THE SIGNAL MODULE ONBOARD CIRCUITRY SHALL INCLUDE VOLTAGE SURGE PROTECTION TO WITHSTAND HIGH REPE111ION NOISE TRANSIENTS AS STATED IN SECTION 2.1.6 OF NEMA STANDARD TS -2, 1992. THE LED CIRCUITRY SHALL PREVENT PERCEP11BL.E /FLICKER TO THE UNAIDED EYE OVER THE VOLTAGE RANGE SPECIFIED ABOVE. ALL WIRING AND TERMINAL BLOCKS SHALL MEET THE REQUIREMENTS OF SECTION 13.02 OF THE ITE PUBLICATION: EQUIPMENT AND MATERIAL STANDARDS, CHAPTER 2 (VEHICLE TRAFFIC CONTROL SIGNAL HEADS). COMPATIBILITY. THE MODULES SHALL BE OPERATIONALLY COMPATIBLE WITH CURRENTLY USED CONTROLLER ASSEMBLIES (SOLID STATE LOAD SWITCHES, FLASHERS, AND CONFLICT MONITORS). REVIEW TEES CHAPTERS 3 AND 6 FOR SPECIFICATIONS ON THESE DEVICES. WHEN A CURRENT OF 20MA AC (OR LESS) IS APPLIED TO THE UNIT, THE VOLTAGE READ ACROSS THE TWO LEADS SHALL BE 15 vac OR LESS. THE MODULES AND ASSOCIATED ONBOARD CIRCUITRY MUST MEET CLASS A EMISSION LIMITS REFERRED IN FEDERAL COMMUNICATIONS (FCC) TITLE 47, SUBPART B, SECTION 15 REGULA11ONS CONCERNING THE EMISSION OF ELECTRONIC NOISE. = n No. C 051930 ?� i Exp. ENVIRONMENTAL REQUIREMENTS. THE LED SIGNAL MODULE SHALL BE RATED FOR US IN THE OPERATING TEMPERATURE RANGE OF 4°C (40F) TO +74'C (+165T). THE MODULES SHALL MEET ALL SPECIFICATIONS THROUGHOUT THIS RANGE. o.� THE LED SIGNAL MODULE SHALL BE PROTECTED AGAINST DUST AND MOISTURE INTRUSION PER THE REQUIREMENTS OF NEMA STANDARD 250-1991 FOR TYPE 4 ENCLOSURES TO PROTECT ALL INTERNAL . COMPONENTS. .r -q.3 m 25* C 74* C "Hand" 10 12 "Walking" 9 12 LED MODULES WILL HAVE EPA ENERGY STAR COMPLIANCE RATINGS, IF APPLICABLE TO THAT SHAPE, SIZE AND COLOR. OPERATIONAL VOLTAGE THE MODULES SHALL OPERATE FROM A 60 HZ± 3 HZ AC LINE OVER A VOLTAGE RANGING FROM 95 VOLTS TO 135 VOLTS. THE FLUCTUA11ONS OF LINE VOLTAGE SHALL HAVE NO VISIBLE EFFECT ON THE LUMINOUS INTENSITY OF THE INDICATIONS. OPERATING VOLTAGE OF THE MODULES SHALL BE 120 VAC. ALL PARAMETERS SHALL BE MEASURED AT THIS VOLTAGE. POWER FACTOR THE LED SIGNAL MODULE SHALL HAVE A POWER FACTOR OF 0.90 OR GREATER. THD TOTAL HARMONIC DISTORTION (CURRENT AND VOLTAGE) INDUCED INTO AN AC POWER LINE BY A LED SIGNAL MODULE SHALL NOT EXCEED 20 PERCENT. SURGE SUPPRESSION THE SIGNAL MODULE ONBOARD CIRCUITRY SHALL INCLUDE VOLTAGE SURGE PROTECTION TO WITHSTAND HIGH REPE111ION NOISE TRANSIENTS AS STATED IN SECTION 2.1.6 OF NEMA STANDARD TS -2, 1992. THE LED CIRCUITRY SHALL PREVENT PERCEP11BL.E /FLICKER TO THE UNAIDED EYE OVER THE VOLTAGE RANGE SPECIFIED ABOVE. ALL WIRING AND TERMINAL BLOCKS SHALL MEET THE REQUIREMENTS OF SECTION 13.02 OF THE ITE PUBLICATION: EQUIPMENT AND MATERIAL STANDARDS, CHAPTER 2 (VEHICLE TRAFFIC CONTROL SIGNAL HEADS). COMPATIBILITY. THE MODULES SHALL BE OPERATIONALLY COMPATIBLE WITH CURRENTLY USED CONTROLLER ASSEMBLIES (SOLID STATE LOAD SWITCHES, FLASHERS, AND CONFLICT MONITORS). REVIEW TEES CHAPTERS 3 AND 6 FOR SPECIFICATIONS ON THESE DEVICES. WHEN A CURRENT OF 20MA AC (OR LESS) IS APPLIED TO THE UNIT, THE VOLTAGE READ ACROSS THE TWO LEADS SHALL BE 15 vac OR LESS. THE MODULES AND ASSOCIATED ONBOARD CIRCUITRY MUST MEET CLASS A EMISSION LIMITS REFERRED IN FEDERAL COMMUNICATIONS (FCC) TITLE 47, SUBPART B, SECTION 15 REGULA11ONS CONCERNING THE EMISSION OF ELECTRONIC NOISE. = n No. C 051930 ?� i Exp. ENVIRONMENTAL REQUIREMENTS. THE LED SIGNAL MODULE SHALL BE RATED FOR US IN THE OPERATING TEMPERATURE RANGE OF 4°C (40F) TO +74'C (+165T). THE MODULES SHALL MEET ALL SPECIFICATIONS THROUGHOUT THIS RANGE. o.� THE LED SIGNAL MODULE SHALL BE PROTECTED AGAINST DUST AND MOISTURE INTRUSION PER THE REQUIREMENTS OF NEMA STANDARD 250-1991 FOR TYPE 4 ENCLOSURES TO PROTECT ALL INTERNAL . COMPONENTS. .r -q.3 m 0 w a 0 co z SER W z t4 > 0j V o� v g � 0 ;^ Z_ I� � =3 f-+ CII LTA 7�0 r-, Mg s 0 0u- .. z ° TZ Ov� LLJ d4�d 52 Z LTJ C-) z J z O a r d - C) N N M M (nn to w V g w a w M m C1 `n 00 CL Q � Z W IW Q LTC N J. N d w � Q z aa Z W r-- MA N Q >_ UoL', u- F- - Q �WZ OG Q z0>, �-o W DESIGNER: JEM CHECKED BY: DGW DATE: 9-1-2015 DRAFTER GMG SCALE: AS SHOWN COMP. NO. 3641600 SIGNAL JOB NO.: 364-16-00 SHEET SIG --3 3 OF 4 CONSTRUCTION AHEAD," NO. C-18, AND `END CONSTRUCTION," C-13, SHALL BE FURNISHED, INSTALLED AND MAINTAINED BY THE CONTRACTOR AT LOCATIONS AS DIRECTED BY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION. EXISTING HIGHWAY FACILITIES. THE WORK PERFORMED IN CONNECTION WITH VARIOUS EXISTING FACILITIES SHALL CONFORM TO THE PROVISIONS IN SECTION 15, `EXISTING HIGHWAY FACILITIES," OF THE STANDARD. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXISTING CITY HIGHWAY SIGNS AND STREET MARKERS SHALL REMAIN THE PROPERTY OF THE CITY. SUCH SIGNS AND STREET MARKERS SHALL BE RELOCATED AND MAINTAINED DURING CONSTRUCTION SO AS TO CONVEY THE SAME INTENT THAT EXISTED PRIOR TO CONSTRUCTION. EXISTING CITY HIGHWAY SIGNS AND STREET MARKERS SHALL BE PLACED IN THEIR PERMANENT POSITION BY THE CONTRACTOR'S FORCES PRIOR TO COMPLETION OF CONSTRUCTION. SIGNS REMOVED FROM THE PROJECT AREA SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 4101 TRUXTUN AVENUE. ROADSIDE SIGNS. ROADSIDE SIGNS SHALL CONFORM TO THE PROVISIONS IN SECTION 56-2, `ROADSIDE SIGNS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MISCELLANEOUS ROADSIDE SIGNS SHALL CONFORM TO CITY STANDARD TS -4. WARNING -REGULATORY SIGNS. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL -PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STANDARD T-19 SHALL BE RELOCATED WITHIN SIDEWALK 6 INCHES FROM BACK. SIGNS - MEASUREMENT. SIGNS GROUND -MOUNTED ON STEEL POSTS SHALL BE MEASURED BY THE UNIT. ONE OR MORE SIGN PANELS MOUNTED ON A SINGLE POST INSTALLATION SHALL BE COUNTED AS ONE UNIT. SIGNS MOUNTED ON THE SIGNAL MAST ARM OR SIGNAL POLE STANDARD SHALL BE INCLUDED IN THE LUMP SUM PRICE. PAID FOR THE TRAFFIC SIGNAL REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND. PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SOUND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, "BITUMINOUS SEALS," OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL COAT AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE. NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, `PUBLIC SAFETY," OF THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85, `PAVEMENT :MARKERS," OF THE STANDARD SPECIFICATIONS. TRAFFIC DEUNEATION. AMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30AM FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINEATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS." THE FIRST SENTENCE OF SECTION 84-2.01, `MATERIALS," SHALL BE REVISED TO READ: "THE THERMOPLASTIC MATERIALS SHALL CONFORM TO STATE SPECIFICATION 8010-21C-19." PAVEMENT MARKERS SHALL CONFORM TO SECTION 85, `PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS: PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. VIDEO VEHICLE DETECTION SYSTEM. CONTRACTOR FURNISHED VEHICLE DETECTION EQUIPMENT WILL BE AS FOLLOWS. 4-EDGE2-IN EDGE2 PROCESSOR, SINGLE CAMERA INPUT INCLUDES: SURGEVAN, IVRAS, FCABLE, MOUSE, EDGE2MANUAL, AND RIGHT ANGLE BNC ADAPTER. 4-EDGE2EM2 2 CHANNEL EXTENSION MODULE INCLUDES: CAT 5 INTERCONNECTION CABLE. 4 -CAMERAS, VARIABLE FOCAL LENGTH INCLUDES: 2 EACH BNC CONNECTORS, DUETSCH POWER CONNECTOR CAM-RZ3. UNIVERSAL CAMERA BRACKET CAMBRKT4 FOCAL LENGTH AS SHOWN ON THE PLANS OR AS SPECIFIED BY THE CONTRACTOR. VIDEO PROCESSORS WILL BE INSTALLED BY ITERIS OR SYNCHRONEX. THE CONTRACTOR SHALL CONTACT JANNA MCKAHANN FROM SYNCHRONEX AT (714) 931-7631 TWO WEEKS PRIOR TO THE SIGNAL BEING TURNED ON. THE REPRESENTATIVE FROM SYNCHRONEX MUST HAVE COMPLETED PROGRAMMING THE VIDEO SIGNAL SYSTEM BEFORE THE SIGNAL IS ACTIVATED. THE VIDEO CABLE (BELDEN #8281) SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR FROM THE CAMERA TO THE CONTROLLER CABINET. THE VIDEO CABLE SHALL RUN FROM THE VIDEO CAMERA CONTINUOUS FROM CAMERA PIGTAIL CONNECTION TO THE SIGNAL CONTROLLER CABINET. SPLICING Will NOT BE ALLOWED. CAMERA VIDEO CABLE AND POWER CORDS SHALL ENTER LUMINAIRE ARM AND UTILIZE A 2 -FOOT DRIP LOOP. CONNECTORS SHALL BE INSTALLED BY THE VIDEO TECHNICIAN IN THE FIELD. CONNECTIONS AT CAMERAS SHALL BE APPROPRIATELY WRAPPED AND WEATHERPROOFED. WARRANTY, MAINTENANCE AND SUPPORT. THE VIDEO DETECTION SYSTEM SHALL BE WARRANTED BY ITS SUPPLIER FOR A MINIMUM OF TWO (2) YEARS. ONGOING SOFTWARE SUPPORT BY THE SUPPLIER SHALL INCLUDE UPDATES OF THE ACU AND SUPERVISOR SOFTWARE. THESE UPDATES SHALL BE PROVIDED FREE OF CHARGE DURING THE WARRANTY PERIOD. THE SUPPLIER SHALL MAINTAIN A PROGRAM FOR TECHNICAL SUPPORT AND SOFTWARE UPDATES FOLLOWING EXPIRATION OF THE WARRANTY PERIOD. THIS PROGRAM SHALL BE MADE AVAILABLE TO THE CITY IN THE FORM OF A SEPARATE AGREEMENT FOR CONTINUING SUPPORT PREEMPTION SYSTEM. THE CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL PREEMPTION SYSTEM. THE CONTRACTOR SHALL FURNISH AND INSTALL OPTICOM 711 (SINGLE UNIT) PREEMPTION DEVICES AS INDICATED ON THE SIGNAL PLANS INCLUDING ALL CABLES AND MOUNTING HARDWARE. THE CONTRACTOR SHALL ALSO FURNISH AND INSTALL AN OPTICOM 754 PHASE SELECTOR UNIT IN THE CONTROLLER CABINET. EXACT PREEMPTION HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. THE OPTICAL DETECTOR CABLE (3-M OPTICOM MODEL 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: A.ORANGE FOR DELIVERY OF OPTICAL DETECTOR POWER (+) 8. NEGATIVE RETURN WIRE FOR OPTICAL DETECTOR POWER (-) C. YELLOW FOR OPTICAL DETECTOR SIGNAL #1 D. BLUE FOR OPTICAL DETECTOR SIGNAL #2 TRAFFIC SIGNAL INTERCONNECT. SIGNAL INTERCONNECT CABLE SHALL BE SIX OR TWELVE PAIR AS SHOWN ON THE PLANS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.08E, "SIGNAL INTERCONNECT CABLE," OF THE STANDARD SPECIFICATIONS AND 114ESE SPECIAL PROVISIONS. THE CONDUCTORS SHALL BE SOLID #19 AWG ANNEALED COPPER IN TWISTED PAIRS. THE CONDUCTORS SHALL BE NO LESS THAN 4 TURNS PER 14 INCHES FOR TWELVE PAIR CABLE AND 3.5 TURNS PER 14 INCHES FOR SIX PAIR CABLE. THE CABLE SHALL HAVE A CORRUGATED COPOLYMER -COATED 8 -MIL ALUMINUM TAPE APPLIED LONGITUDINALLY OVER THE CORE WRAP. THESE CABLES MUST MEET THE REQUIREMENTS OF PE -39 AND ANSI/ICEA S-84-608-1988. A PULL ROPE CONFORMING TO SECTION 86-2.05C, `INSTALLATION," OF THE STANDARD SPECIFICATIONS SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. CONSTRUCTION. THE LED SIGNAL MODULE SHALL BE A SINGLE, SELF-CONTAINED DEVICE, NOT REQUIRING ONSITE ASSEMBLY FOR INSTALLATION. THE POWER SUPPLY FOR THE MODULE SHALL BE INTEGRAL TO THE UNIT. THE CIRCUIT BOARD AND POWER SUPPLY SHALL BE CONTAINED INSIDE THE MODULE. CIRCUIT BOARDS SHALL CONFORM TO CHAPTER 1, SECTION 6 OF THE "TRANSPORTATION ELECTRICAL EQUIPMENT SPECIFICATIONS." THE ASSEMBLY AND MANUFACTURING PROCESS FOR THE LED SIGNAL ASSEMBLY SHALL BE DESIGNED TO ASSURE ALL INTERNAL COMPONENTS ARE ADEQUATELY SUPPORTED TO WITHSTAND MECHANICAL SHOCK AND VIBRATION FROM HIGH WINDS AND OTHER SOURCES. MATERIALS. MATERIAL USED FOR THE LENS AND SIGNAL MODULE CONSTRUCTION SHALL CONFORM TO ASTM SPECIFICATIONS FOR THE MATERIALS. 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. MODULE IDENTIFICATION. EACH MODULE SHALL HAVE THE MANUFACTURER'S NAME, TRADEMARK, MODEL NUMBER, SERIAL NUMBER, DATE OF MANUFACTURE (MONTH -YEAR), AND LOT NUMBER AS IDENTIFICATION PERMANENTLY MARKED ON THE BACK OF THE MODULE. THE FOLLOWING OPERATING CHARACTERISTICS SHALL BE PERMANENTLY MARKED ON THE BACK OF THE MODULE: RATED VOLTAGE AND RATED POWER IN WATTS AND VOLT-AMPERE. IF A SPECIFIC MOUNTING ORIENTATION IS REQUIRED, EACH MODULE SHALL HAVE PROMINENT AND PERMANENT MARKING(S) FOR CORRECT INDEXING AND ORIENTATION WITHIN A SIGNAL HOUSING. THE MARKINGS SHALL CONSIST OF AND UP ARROW OR THE WORD `UP" OR "TOP." TYPE A PEDESTRIAN SIGNAL FACE (COMBINATION RAISED HAND/WALKING PERSON SECTION). THE FOLLOWING SPECIFICATIONS REQUIREMENTS APPLY TO THE WALKING PERSON SECTION ONLY. ALL GENERAL SPECIFICATIONS APPLY UNLESS SPECIFICALLY SUPERSEDED IN THIS SECTION. GENERAL PEDESTRIAN SIGNAL FACE MODULES SHALL BE DESIGN TO MOUNT BEHIND OR REPLACE THE EXISTING FACE PLATE OF EXISTING TYPE "A" HOUSING AS SPECIFIED BY THE REQUIREMENTS IN THE ITE PUBLICATION: EQUIPMENT AND MATERIAL STANDARDS, CHAPTER 3 (PEDESTRIAN TRAFFIC CONTROL SIGNAL INDICATIONS). THE DESIGN OF THE MODULES SHALL REQUIRE A SPECIFIC MOUNTING ORIENTATION. PHOTOMETRIC REQUIREMENTS. EACH MODULE SHALL PROVIDE AN AVERAGE LUMINOUS INTENSITY OF AT LEAST 3,750 CANDELA/M FOR `HAND" AND 5,300 CANDELA/M FOR `WALKING PERSON" SYMBOL THROUGHOUT THE USEFUL LIFE OVER THE OPERATING TEMPERATURE RANGE. THE UNIFORMITY RATIO OF AN ILLUMINATED SYMBOL SHALL NOT EXCEED 4 10 1, BETWEEN THE HIGHEST LUMINANCE AREA AND THE LOWEST LUMINANCE AREA IN THE MODULE. THE COLOR OUTPUT OF THE MODULE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 5.3 IN THE ITE PUBLICATION: EQUIPMENT AND MATERIAL STANDARDS, CHAPTER 3 (PEDESTRIAN, TRAFFIC CONTROL SIGNAL INDICATIONS). `HAND" SHALL BE PORTLAND ORANGE. NOT GREATER THAN 0.39, NOR LESS THAN 0.331 NOR LESS THAN 0.997-X. 'WALKING PERSON" SHALL BE LUNAR WHITE. X: NOT LESS THAN 0.290, NOR GREATER THAN 0.330. Y: NOT LESS THAN 1.5X-0.175, NOR GREATER THAN 1.5X-0.130. PHYSICAL AND MECHANICAL REQUIREMENTS. THE MODULE SHALL BE DESIGNED TO BE USED IN THE PEDESTRIAN SIGNAL SECTION AS RETROFIT REPLACEMENT FOR EXISTING SIGNAL LAMPS AND SHALL NOT REQUIRE SPECIAL TOOLS FOR INSTALLATION. THE MODULE SHALL FIT INTO THE EXISTING PEDESTRIAN SIGNAL HOUSING BUILT TO THE PTCSH SPECIFICATIONS WITHOUT MODIFICATION TO THE HOUSING. THE HEIGHT OF EACH SYMBOL ON THE MODULE SHALL NOT BE LESS THAN 250MM AND THE WIDTH OF EACH SYMBOL ON THE MODULE SHALL NOT BE LESS THAN 165MM. CONSTRUCTION. THE MODULES SHALL BE A SINGLE, SELF-CONTAINED DEVICE, NOT REQUIRING ONSITE ASSEMBLY FOR INSTALLATION. CERTIFICATE OF COMPLIANCE. THE CONTRACTOR SHALL PROVIDE THE ENGINEER A CERTIFICATE OF COMPLIANCE FROM THE MANUFACTURER IN ACCORDANCE WITH THE PROVISIONS OF SECTION 6-1.07, "CERTIFICATES OF COMPLIANCE," OF THE STANDARD SPECIFICATIONS. THE CERTIFICATE SHALL CERTIFY THAT THE LED SIGNAL MODULES COMPLY WITH THE REQUIREMENTS OF THESE SPECIFICATIONS. SOLID CERTIFICATE SHALL ALSO CERTIFY THE LED SIGNAL MODULES CONFORM TO THE PRE -QUALIFIED AND TESTING APPROVAL OF CALTRANS AND WAS MANUFACTURED IN ACCORDANCE NTH THE CALTRANS QUALITY. CONTROL PROGRAM. THE CERTIFICATE SHALL ALSO INCLUDE A COPY OF ALL APPLICABLE TEST REPORTS ON THE LED SIGNAL MODULES. REPLACEMENT MODULES. TWO SPARE MODULES OF EACH SIZE AND TYPE USED FOR EACH INTERSECTION SHALL BE FURNISHED BY THE CONTRACTOR. GUARANTEE. LED 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 CITY. MODULES THAT FAIL DURING THIS PERIOD SHALL BE REPLACED AT NO COST TO THE CITY, EXCEPT THAT CITY FORCES WILL CHANGE OUT THE MODULES IN THE FIELD. THE REPLACEMENT MODULES SHALL BE DELIVERED TO THE ENGINEER, OR TO THE CITY CORPORATION YARD LOCATED AT 4101 TRUXTUN AVENUE, WITHIN FIVE WORKING DAYS AFTER NOTIFICATION. THE FAILED MODULES WILL BE MADE AVAILABLE TO THE CONTRACTOR AT THE ABOVE ADDRESS AT THE SAME TIME AS THE REPLACEMENT IS DELIVERED. WARRANTY. THE MANUFACTURER SHALL PROVIDE A WRITTEN WARRANTY AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR THE LED SIGNAL MODULES FOR A PERIOD OF 36 MONTHS AFTER INSTALLATION OF THE MODULES. REPLACEMENT MODULES SHALL BE PROVIDED PROMPTLY AFTER RECEIPT OF MODULES THAT HAVE FAILED 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. CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT THE CONTRACTOR SHALL FURNISH THE CONTROLLER AND CABINET ASSEMBLY FOR EACH LOCATION CONFORMING TO THE CITY "TRAFFIC SIGNAL CONTROL EQUIPMENT SPECIFICATIONS." THE CENTRAL PAD ON THE FOUNDATION DETAIL IN STATE STANDARD PLAN ES -4B SHALL BE INCREASED, FROM A HEIGHT OF 3.5" TO A HEIGHT OF 12". FULL COMPENSATION FOR CAST -IN -DRILLED HOLE CONCRETE PILE FOUNDATIONS SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT LUMP SUM PRICE PAID FOR THE ITEM REQUIRING FOUNDATIONS AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE. GUARANTEE. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO THE CITY ON CITY -PROVIDED FORM, GUARANTEEING ALL SYSTEMS, EXCEPT TRAFFIC SIGNAL LAMPS, INSTALLED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM THE HATE 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. THE CONTROLLER CABINET SHALL BE EQUIPPED WITH TWO CABINET LIGHTS, ONE FOR THE FRONT AND ONE FOR THE REAR DOORS AND SHALL HAVE A SWITCH CONTROL AT EACH DOOR THAT ENERGIZES BOTH LIGHTS AUTOMATICALLY WHEN EITHER DOOR IS OPENED. FIXTURES SHALL BE MOUNTED ON THE INSIDE TOP OF THE CABINET NEAR THE FRONT EDGE. FIXTURE SHALL BE PROVIDED WITH AN F15T8 COOL -MITE LAMP OPERATED FROM A NORMAL POWER FACTOR UL OR ETL LISTED BALLAST. ALL CONTROLLER CABINETS SHALL HAVE MCCAIN'S TRAFFIC SUPPLY DOCUMENT DRAWER MODEL JC5-332DRAWER-3 OR EQUIVALENT, INSTALLED IN CABINET. ALL SPADE LUG CONNECTIONS WITHIN THE 332 CABINET SHALL BE CRIMPED AND SOLDERED. STREET LIGHT BOX ADJUSTMENT. FRAMES AND COVERS OF EXISTING STREET LIGHT BOXES SHALL BE ADJUSTED TO GRADE IN ACCORDANCE NTH THE PROVISIONS IN SECTION 15-2.05, `RECONSTRUCTION," OF THE STANDARD SPECIFICATIONS, TIME DETAILS SHOWN ON THE PLANS, THESE SPECIAL PROVISIONS, AND CITY STANDARD S-31. IF EXISTING STREET LIGHT BOX FRAMES AND COVERS ARE DAMAGED DURING REMOVAL, A NEW FRAME AND COVER SHALL BE FURNISHED. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PEDESTRIAN TRAFFIC FOR A MINIMUM OF THREE DAYS. MAINTAINING TRAFFIC. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN SIGNS, LIGHTS, FLAGS AND OTHER WARNING AND SAFETY DEVICES WREN PERFORMING WORK WHICH INTERFERES WITH OR ENDANGERS THE SAFE MOVEMENT OF TRAFFIC ON ANY STREET OR HIGHWAY. SIGNS, LIGHTS, FLAGS AND OTHER WARNING AND SAFETY DEVICES AND THEIR USE SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE CURRENT `MANUAL OF TRAFFIC CONTROLS - WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS," PUBLISHED BY THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. APPLICATION AND USE OF DEVICES SHALL BE AS SPECIFIED AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL KEEP THE BAKERSFIELD FIRE DEPARTMENT INFORMED AT ALL LIMES AS TO THE EXACT LOCATION AND PROGRESS OF THE WORK AND SHALL NOTIFY THEM IMMEDIATELY OF ANY STREETS IMPASSABLE FOR FIREFIGHTING EQUIPMENT. THE SIXTEENTH AND NINETEENTH PARAGRAPHS OF SECTION 7-1.08, `PUBLIC CONVENIENCE," OF THE STANDARD SPECIFICATIONS, SHALL BE AMENDED TO READ AS FOLLOWS: CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF & 3OAM - 4:OOPM, MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL AND MAINTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. WHEN DEEMED NECESSARY BY THE CITY, THE SIGN% `ROAD �4Ai`�`�,G. Wy�TTqyF� O No. C-051930 ?3 n * Exp. OF CAU�O`�� 311t7 0 w w LLI z 0 U a a W �r- 0 N W N ~ M >' ccnn Orn m W O U � ci o ¢LLJ g v w m m d o Qll� ul 00 Mei E"I SIG -4 4 • 5 OF 4 cQ G V) � Z J W W Q � J � ('V J W Q o zoo CL Z LLJ (A > VZw Q QWo Z > Z o w DESIGNER: JEM CHECKED BY DGW DATE: 9-1-2015 DRAFTER . GMG SCALE: AS SHOWN COMP. N0: 3641600 SIGNAL JOB NO.: 364-16-001 SIG -4 4 • 5 OF 4