Loading...
HomeMy WebLinkAbout3.2-5435 BENCHMARK: THE STEEL ROD FOUND AT THE NORTHEAST ROSEDALE HWY & OLD FARM RD WITH NGS 1454" WITH RECORD NAVD88 ELEVATION = , AS THE VERTICAL BENCHMARK AS SHOWN F SITE BENCHMARK: BRASS CAP FOUND IN LAMPHOLE AT THE BRIMHALL ROAD AND ALLEN ROAD. ELEVA11ON = 362.85' UNAUTHORIZED CHANGES & USES: THE PREPARING THESE PLANS WILL NOT BE F FOR, OR LIABLE FOR, UNAUTHORIZED CH OR USES OF THESE PLANS. ALL CHANG PLANS MUST BE IN WRITING AND MUST I APPROVED BY THE PREPARER OF THESE ZNER OF IGNATION "M 74' WAS USED OF Know what's below. Call before you dig. CAWTRACTOR SHALL COWTACT 811 FOR =AWN OF ALL tfi4J'RES, AT LEAST 72 HOURS PRIOR M BEQWWIW6 COWSTRUCitOW TENTATIVE PARCELrll.rAP # 12022 I:1:4lulilil40:h1:1RAI 4 KEY MAP SCALE: 1" = 100' 31NEER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY .ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION MSIBLE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE- AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF .ES TO CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO TO THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO I SIG -4 DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,. REAL OR ALLEGED, IN CONNECTION WITH ANS. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BASIS OF BEARING: 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 DESCRIPTION SIG -1 COVER SHEET SIG -2 SIGNAL PLANS SIG -3 NOTES AND DETAILS SIG -4 NOTES AND DETAILS - - APPROVED BY: - PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER, R.C.E. NO. 61069.$ EXr. 105111(o TRAFFIC ENGINEER ASSISTANT PUBLIC WORKS DIRECTOR ENGINEER'S STATEMENT: VICINITY MAP N.T.S. I 1i 11-7115 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOW COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORREI TO THE CITY ENGINEER. F � No. C-051930 DERRILL G. WHITTEN JR., C-0519311 �_F,001 M DATE DATE DATE DATE : AND BELIEF 11REMENTS OF THE (DARDS OR DESIGN PLANS SUBMITTED .a -5y3 R PALM RD �� 4-01 Z SITE co ce- 8� CLQ BRIMHALL RD o - z o r't c QN w O I U 7 � WESTSIDE PKWY VICINITY MAP N.T.S. I 1i 11-7115 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOW COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORREI TO THE CITY ENGINEER. F � No. C-051930 DERRILL G. WHITTEN JR., C-0519311 �_F,001 M DATE DATE DATE DATE : AND BELIEF 11REMENTS OF THE (DARDS OR DESIGN PLANS SUBMITTED .a -5y3 R 0 Z J z t^ 1 LLJ V w z Ljj Q � z — L. J w N J t— .j c�C N < _T" Q ZDV? L j cn w > V Z > F-. �0O Q OC �.�. W F- Q W DESIGNER: JEM CHECKED BY: DGW DATE: 9-1-2015 DRAFTER DAG SCALE: AS SHOWN COMP. NO: 3641600 -SIGNAL JOB NO.: 364-16-00 • SHEET SIG -_1 of 4 6 U �� 4-01 O co 8� CLQ LTA r't LJ QN w O I U 7 � !a1 r og Nml�tai 0 Z J z t^ 1 LLJ V w z Ljj Q � z — L. J w N J t— .j c�C N < _T" Q ZDV? L j cn w > V Z > F-. �0O Q OC �.�. W F- Q W DESIGNER: JEM CHECKED BY: DGW DATE: 9-1-2015 DRAFTER DAG SCALE: AS SHOWN COMP. NO: 3641600 -SIGNAL JOB NO.: 364-16-00 • SHEET SIG -_1 of 4 SEE PG&E P NS FOR POWER CONNECTION W Rayl 1 Tit W 416E ---� ' --7 7 Q V) 447U ._ 04 Q 01 SEE PG&E PLANS FOR POWER CONNECTION 03 4160 6J3L 6J2U 1 ro TERMINATE INTERCONNECT IN PULLBOX AT PROJECT BOUNDARY GV �zt ALLEN ROAD i R 18 NT YE OW 's%j 1 TYPE (CA)- MI CA) - M RKER n lo6 R4- _n 7 R4-7 PT NOS YELLOW ---4- 3-18 ,...- 04 3-18F1 19 11 p , j 5J1U 7+' { I I [ 21 14L 21 I I #, ALLEN ROAD Y I �I o w ui 0 212U I wro"o S Yom_ -19(CA) ~ 3I9L LEGEND ACONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) Do SIGNAL STANDARD (REFER TO POLE SCHEDULE) 0'�--�- SIGNAL HEAD WITH PHASE # LUMINAIRE — MOUNTED ON SIGNAL STANDARD m PEDESTRIAN SIGNAL M PULL BOX (#5 UNLESS OTHERWISE NOTED) ® PREEMPTION DEVICE OPTICAL DETECTOR (OPTICOM 722 - SINGLE UNIT) ELECTRICAL SERVICE PEDESTAL /ZN SIGNAL CONTROLLER N SERVICE CABINET TRAFFIC CONTROL SIGN (AS INDICATED) "R73-3" - LEFT TURN, NO U-TURN "R73-4" - INTERSEC11ON LANE CONTROL "R61-5" - INTERSEC11ON LANE CONTROL RIGHT LANE 10' TYPE "E" LOOP DETECTOR THRU LANE 10' 15' LEFT TURN LANE 10' 10' IZ� 10' TYPE LOOP DETECTOR STOP BAR/CROSSWALK GRAPHIC SCALE 20' 10' 01 10' 20' (IN FEET) 1 inch = 20 ft. NOTES- (1) ALL EQUIPMENT AND MATERIALS SHALL BE FURNISHED BY THE CONTRATO Q PROVIDE TYPE 170E CONTROLLER WITH 412C PROM MODULE AND THE LATEST BITRANS LOCAL CONTROLLER PROGRAM NTH 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 07HERVASE 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 SPECIFICATION 5 ALL NEW SIGNAL INDICA71ONS SHALL BE 12 INCH. 6 INSTALL LOOP DETECTORS THAT CONFORM TO THE PROVISIONS IN SECTION 86-5, "DETECTORS", OF THE 2010 STANDARD SPECIFICATIONS. Q 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 Q 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 ON END OF THE SHIELD TO EARTH GROUND (AT CABINET) AND INSULATE THE OTHER END WITH NO POSSIBLE DATH TO EARTH GROUND Q9 STREET NAME SIGNS AND HANGERS SHALL BE FURNISHED AND INSTALLED 3Y 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 DETAI��D IN THE SPECIFICATIONS. ALL'UNUSED, SALVAGED MATERIAL SHALL BE DELIEVERED BY THE CONTRAOR, TO WASTEWATER PLANE #2 AT MT. VERNON AVE. SOUTH OF FWY. 58. CONTACT FRANKYO NG PRIOR TO DELIVERY AT (805) 326-3152 Po.E LOCATION INDICATED ON THE "POLE SCHEDULE ARE APPROXIMATE. FINAL LOCATION OF THE STANDARDS SHALL BE 5' BEHIND FLOWIJNE AS DIRECTED BY THE ENGINEER AT THE SIT- ALL I ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U11UTY 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 C RCUMSTANCES 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 OTHERVIIISE PERMITTED BY THE CITY ENGINEER. 1@ REFER TO "INTERCONNECT CONDUCTOR SCHEMATIC" HEREON FOR REQUIREMENTS FOR NEW CONDUCTOR. REFER TO CITY OF BAKERSFIELD INTERCONNECT PLANS FOR EXISTING INTER ONNECT CONDUIT TO THE NORTH AND SOUTH. 1@ PROVIDE THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS AS SHOWN. REFER TO STREET CONSTRUCTION PLANS FOR REMAINING REQUIREMENTS AND ADDITIONS TO EXISTING STRIPIN AND PAVEMENT MARKINGS. 1® PROVIDE TRAFFIC CONTROL SIGN MOUNTED ON MAST ARM/SIGNAL STANDAR. (TYPE AS INDICATED) PROVIDE TRAFFIC CONTROL SIGN, GROUND MOUNTED. (TYPE AS INDICATED) 2© 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 SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD. CONTRACTOR SHALL PROVIDE AN OPTICOM TECHNICIAN WITH J & L INC. AT (714) 321-7,513. THE OPTICOM REPRESENTATIVE MUST BE CONTACTED 48 HOURS PRIOR TO SIGNAL INITIA'IZATION. ® 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 LOO S SHALL BE 3'X3'. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN 8 FEET OF THE CURB FLOWLINE SHA BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING ® THE CONTRACTOR SHALL INSTALL A NEW 2" INTERCONNECT CONDUIT FROM 010ERTON 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. INSTALL NEW CONDUIT AND CABLE TO CONNECT TO THE CONTROLLER AT BRIMHALL AT ALLEN. W POLE SCHEDULE LOC. STANDARD MAST ARM SIGNALS M.P.* SIGNS o t LIGHTING/SIGNALS VEHICLE WALK/DON'T WALK W DW PPB ST. NAME SIGN L. LEGEND ACONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) Do SIGNAL STANDARD (REFER TO POLE SCHEDULE) 0'�--�- SIGNAL HEAD WITH PHASE # LUMINAIRE — MOUNTED ON SIGNAL STANDARD m PEDESTRIAN SIGNAL M PULL BOX (#5 UNLESS OTHERWISE NOTED) ® PREEMPTION DEVICE OPTICAL DETECTOR (OPTICOM 722 - SINGLE UNIT) ELECTRICAL SERVICE PEDESTAL /ZN SIGNAL CONTROLLER N SERVICE CABINET TRAFFIC CONTROL SIGN (AS INDICATED) "R73-3" - LEFT TURN, NO U-TURN "R73-4" - INTERSEC11ON LANE CONTROL "R61-5" - INTERSEC11ON LANE CONTROL RIGHT LANE 10' TYPE "E" LOOP DETECTOR THRU LANE 10' 15' LEFT TURN LANE 10' 10' IZ� 10' TYPE LOOP DETECTOR STOP BAR/CROSSWALK GRAPHIC SCALE 20' 10' 01 10' 20' (IN FEET) 1 inch = 20 ft. NOTES- (1) ALL EQUIPMENT AND MATERIALS SHALL BE FURNISHED BY THE CONTRATO Q PROVIDE TYPE 170E CONTROLLER WITH 412C PROM MODULE AND THE LATEST BITRANS LOCAL CONTROLLER PROGRAM NTH 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 07HERVASE 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 SPECIFICATION 5 ALL NEW SIGNAL INDICA71ONS SHALL BE 12 INCH. 6 INSTALL LOOP DETECTORS THAT CONFORM TO THE PROVISIONS IN SECTION 86-5, "DETECTORS", OF THE 2010 STANDARD SPECIFICATIONS. Q 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 Q 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 ON END OF THE SHIELD TO EARTH GROUND (AT CABINET) AND INSULATE THE OTHER END WITH NO POSSIBLE DATH TO EARTH GROUND Q9 STREET NAME SIGNS AND HANGERS SHALL BE FURNISHED AND INSTALLED 3Y 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 DETAI��D IN THE SPECIFICATIONS. ALL'UNUSED, SALVAGED MATERIAL SHALL BE DELIEVERED BY THE CONTRAOR, TO WASTEWATER PLANE #2 AT MT. VERNON AVE. SOUTH OF FWY. 58. CONTACT FRANKYO NG PRIOR TO DELIVERY AT (805) 326-3152 Po.E LOCATION INDICATED ON THE "POLE SCHEDULE ARE APPROXIMATE. FINAL LOCATION OF THE STANDARDS SHALL BE 5' BEHIND FLOWIJNE AS DIRECTED BY THE ENGINEER AT THE SIT- ALL I ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U11UTY 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 C RCUMSTANCES 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 OTHERVIIISE PERMITTED BY THE CITY ENGINEER. 1@ REFER TO "INTERCONNECT CONDUCTOR SCHEMATIC" HEREON FOR REQUIREMENTS FOR NEW CONDUCTOR. REFER TO CITY OF BAKERSFIELD INTERCONNECT PLANS FOR EXISTING INTER ONNECT CONDUIT TO THE NORTH AND SOUTH. 1@ PROVIDE THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS AS SHOWN. REFER TO STREET CONSTRUCTION PLANS FOR REMAINING REQUIREMENTS AND ADDITIONS TO EXISTING STRIPIN AND PAVEMENT MARKINGS. 1® PROVIDE TRAFFIC CONTROL SIGN MOUNTED ON MAST ARM/SIGNAL STANDAR. (TYPE AS INDICATED) PROVIDE TRAFFIC CONTROL SIGN, GROUND MOUNTED. (TYPE AS INDICATED) 2© 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 SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD. CONTRACTOR SHALL PROVIDE AN OPTICOM TECHNICIAN WITH J & L INC. AT (714) 321-7,513. THE OPTICOM REPRESENTATIVE MUST BE CONTACTED 48 HOURS PRIOR TO SIGNAL INITIA'IZATION. ® 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 LOO S SHALL BE 3'X3'. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN 8 FEET OF THE CURB FLOWLINE SHA BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING ® THE CONTRACTOR SHALL INSTALL A NEW 2" INTERCONNECT CONDUIT FROM 010ERTON 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. INSTALL NEW CONDUIT AND CABLE TO CONNECT TO THE CONTROLLER AT BRIMHALL AT ALLEN. POLE SCHEDULE LOC. STANDARD MAST ARM SIGNALS M.P.* SIGNS o t LIGHTING/SIGNALS VEHICLE WALK/DON'T WALK W DW PPB ST. NAME SIGN L. V W °-_jz REMARKS I^ N <CQ� �tt ZCL CL STA. 7+64.08, 88.12LT. A Q 19-2-100 15 /20 _ S MAST F_ W E ALLEN ROAD 17 R73-4 f� Z G1G ~oW ZQU m MOUNT PREEMPTION OPTICAL s DESIGNER: �c q N ,N O [i -� .- U CHECKED BY DETECTOR DGW DATE: O v V DRAFTER LIJ VEH-PED 12 CSC PPB 3 Csc SCALE: B w # 1A 364-16-00 TV -2-T SP -1-T SHEET -SIG-2 STA. 64.58LT. R9 -3A 2 OF 4 OCL N STANDARD7-08' SV -1-T STA. 7+88.72, 56.48RT. C 29-5-100 15 /50 MASCL MAS SP -I -T W OVERTON STREET 17 R73-3 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 S MAST SP -1-T W W ALLEN ROAD 17 R61-5 SERVICE (SECON ...:MMMMMMMMNMM MOUNT PREEMPTION OPTICAL 12 PAIR INTERCONNECT DETECTOR F 1A TV -1-T SP -1-T N N CL STA. 6+79.51, 59.51RT. 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 R73-3 MAS MOUNT PREEMPTION OPTICAL DETECTOR H 1A TV -1-T SP -1-T W E CL STA. 7+05.9, 78.65LT. *unt t Nr. ancrnn� LEGEND ACONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) Do SIGNAL STANDARD (REFER TO POLE SCHEDULE) 0'�--�- SIGNAL HEAD WITH PHASE # LUMINAIRE — MOUNTED ON SIGNAL STANDARD m PEDESTRIAN SIGNAL M PULL BOX (#5 UNLESS OTHERWISE NOTED) ® PREEMPTION DEVICE OPTICAL DETECTOR (OPTICOM 722 - SINGLE UNIT) ELECTRICAL SERVICE PEDESTAL /ZN SIGNAL CONTROLLER N SERVICE CABINET TRAFFIC CONTROL SIGN (AS INDICATED) "R73-3" - LEFT TURN, NO U-TURN "R73-4" - INTERSEC11ON LANE CONTROL "R61-5" - INTERSEC11ON LANE CONTROL RIGHT LANE 10' TYPE "E" LOOP DETECTOR THRU LANE 10' 15' LEFT TURN LANE 10' 10' IZ� 10' TYPE LOOP DETECTOR STOP BAR/CROSSWALK GRAPHIC SCALE 20' 10' 01 10' 20' (IN FEET) 1 inch = 20 ft. NOTES- (1) ALL EQUIPMENT AND MATERIALS SHALL BE FURNISHED BY THE CONTRATO Q PROVIDE TYPE 170E CONTROLLER WITH 412C PROM MODULE AND THE LATEST BITRANS LOCAL CONTROLLER PROGRAM NTH 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 07HERVASE 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 SPECIFICATION 5 ALL NEW SIGNAL INDICA71ONS SHALL BE 12 INCH. 6 INSTALL LOOP DETECTORS THAT CONFORM TO THE PROVISIONS IN SECTION 86-5, "DETECTORS", OF THE 2010 STANDARD SPECIFICATIONS. Q 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 Q 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 ON END OF THE SHIELD TO EARTH GROUND (AT CABINET) AND INSULATE THE OTHER END WITH NO POSSIBLE DATH TO EARTH GROUND Q9 STREET NAME SIGNS AND HANGERS SHALL BE FURNISHED AND INSTALLED 3Y 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 DETAI��D IN THE SPECIFICATIONS. ALL'UNUSED, SALVAGED MATERIAL SHALL BE DELIEVERED BY THE CONTRAOR, TO WASTEWATER PLANE #2 AT MT. VERNON AVE. SOUTH OF FWY. 58. CONTACT FRANKYO NG PRIOR TO DELIVERY AT (805) 326-3152 Po.E LOCATION INDICATED ON THE "POLE SCHEDULE ARE APPROXIMATE. FINAL LOCATION OF THE STANDARDS SHALL BE 5' BEHIND FLOWIJNE AS DIRECTED BY THE ENGINEER AT THE SIT- ALL I ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U11UTY 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 C RCUMSTANCES 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 OTHERVIIISE PERMITTED BY THE CITY ENGINEER. 1@ REFER TO "INTERCONNECT CONDUCTOR SCHEMATIC" HEREON FOR REQUIREMENTS FOR NEW CONDUCTOR. REFER TO CITY OF BAKERSFIELD INTERCONNECT PLANS FOR EXISTING INTER ONNECT CONDUIT TO THE NORTH AND SOUTH. 1@ PROVIDE THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS AS SHOWN. REFER TO STREET CONSTRUCTION PLANS FOR REMAINING REQUIREMENTS AND ADDITIONS TO EXISTING STRIPIN AND PAVEMENT MARKINGS. 1® PROVIDE TRAFFIC CONTROL SIGN MOUNTED ON MAST ARM/SIGNAL STANDAR. (TYPE AS INDICATED) PROVIDE TRAFFIC CONTROL SIGN, GROUND MOUNTED. (TYPE AS INDICATED) 2© 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 SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD. CONTRACTOR SHALL PROVIDE AN OPTICOM TECHNICIAN WITH J & L INC. AT (714) 321-7,513. THE OPTICOM REPRESENTATIVE MUST BE CONTACTED 48 HOURS PRIOR TO SIGNAL INITIA'IZATION. ® 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 LOO S SHALL BE 3'X3'. DETECTOR LOOPS AND LEAD-IN CABLES WITHIN 8 FEET OF THE CURB FLOWLINE SHA BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PAVING ® THE CONTRACTOR SHALL INSTALL A NEW 2" INTERCONNECT CONDUIT FROM 010ERTON 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. INSTALL NEW CONDUIT AND CABLE TO CONNECT TO THE CONTROLLER AT BRIMHALL AT ALLEN. N 3.a-593 0 En c� &CONDUIT RUN NUMBER CONDUIT SIZE CONDUIT NOIES CU WAR o t MANOR z Z L J w L. V W °-_jz I^ N <CQ� �tt ZCL W r-- c� cn Q LU UJ Z F_ LLpV Lyj Q o E f� Z G1G ~oW ZQU m s DESIGNER: �c q N ,N O [i -� .- U CHECKED BY M E DGW DATE: O v V DRAFTER LIJ VEH-PED 12 CSC PPB 3 Csc SCALE: AS SHOWN w # JOB NO.: 364-16-00 SHEET -SIG-2 2 OF 4 mimmmmm SERVICE (SECON ...:MMMMMMMMNMM 12 PAIR INTERCONNECT o0000000�0�00000000 .., N 3.a-593 0 En c� 1— Z: uj 0 o a z 0 N N � rn �Q" U �o w < � w M m C> Lo 00 C 4 u CU o t z Z L J w L. V W °-_jz I^ N <CQ� �tt ZCL W r-- c� cn Q LU UJ Z F_ LLpV Lyj Q o E f� Z G1G ~oW ZQU m s DESIGNER: �c q N ,N O [i -� .- U CHECKED BY M E DGW DATE: O v V DRAFTER LIJ Z 3 SCALE: AS SHOWN w # 1— Z: uj 0 o a z 0 N N � rn �Q" U �o w < � w M m C> Lo 00 C Q o t Z J Q Z V W °-_jz oC N <CQ� �tt ZCL W r-- c� cn Q V Z Z F_ LLpV Q u- t W Z G1G ~oW 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-2 2 OF 4 ALL WORK EMBRACED HBJEON SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JANUARY 2010 ANP ALONG WITH THE FOLLOWING PROVISIONS: . FOUNDATIONS. FOUNDATI NS SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.03, `FOUNDATIONS," OF THE ANDARD 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 WASHERS FOR EXISTING FOUNDATIONS TO BE REUSED. STANDARDS, STEEL PEDE ALS AND POSTS. STANDARDS, STEEL PEDESTALS AND POSTS SHALL CONFORM TO THE PROVISI NS IN SECTION 86-2.04, "STANDARDS, STEEL PEDESTALS AND POSTS," OF THE STANDARD SPECIFICA ONS AND THESE SPECIAL PROVISIONS. A PULL ROPE SHALL B INSTALLED IN ALL MAST ARM POLES FROM THE HAND HOLE AT THE POLE BASE UP THROUGH THE q. IGNAL MAST ARM TO THE FARTHEST HEAD. A SECOND PULL ROPE SHALL: BE INSTALLED IN ALL MAI, T ARM POLES WITH LUMINAIRES FROM THE HAND HOLE AT THE BASE OF THE POLE UP THROUGH TIE LUMINAIRE ARM TO THE LUMINAIRE. THE PULL ROPE SHALL BE DOUBLED BACK INTO THE POLE OR RM AT EACH TERMINATION. CONDUIT. CONDUIT SHAILL, CONFORM TO THE PROVISIONS IN SECTION 86-2.05, `CONDUIT," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. CONDUITS MAY BE INSTRILLED BY EITHER JACKING/DRILLING OR OPEN TRENCH METHODS. INSTALLATION USING JAC NG OR DRIVING SHAM CONFORM TO SECTION 86-2.05C, 1NSTALLATION," OF THE STANDARD SPECI CATIONS. OPEN TRENCH INSTALLATION IN PAVEMENT SHALL CONFORM TO THE FOLLOWING SPECIFICA ONS. 1. CONDUIT SHALL BE GID NON-METALLIC TYPE. CONDUIT SHALL BE PLACED UNDER EXISTING PAVEMENT IN A TRE H NOT TO EXCEED 6 INCHES IN WIDTH. TRENCH SHALL BE CUT USING A ROCK SAW AND ALL DOSE UNCOMPACTED MATERIAL SHALL BE REMOVED FROM THE BOTTOM OF THE TRENCH PRIOR ID 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 3E PLACED IN THE BOTTOM OF THE TRENCH AND THE TRENCH SHALL BE BACKFILLED WITH A E (1) SACK SLURRY CEMENT BACKFILL. SLURRY CEMENT BACKFILL SHALL BE PLACED TO WITHi 0.20 FEET OF THE PAVEMENT SURFACE. THE TOP 0.20 FEET SHALL BE BACKFILLED WITH AS HALT CONCRETE PRODUCED FROM COMMERCIAL QUAUTY .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 AR S IN THE PAVEMENT SHALL BE BACKFILLED EXCEPT FOR THE TOP 0.20 FOOT, BY THE END 0 EACH WORK DAY. THE TOP 0.20 FOOT SHALL BE PLACED WITHIN THREE (3) WORKING DAYS A 71ER TRENCHING. TEMPORARY ROADMIX OR OTHER ACCEPTABLE TEMPORARY SURFACE WILL BE ALLOWED ON THE l TOP 0.20 FEET UNTIL I SUCH A TIME AS THE PERMANENT ASPHALT SURFACE IS PLACED. DEPENDENT UPON ADVO SE SOIL CONDITIONS OR OTHER CIRCUMSTANCES ENCOUNTERED AT THE TIME OF CONSTRUCTION,E 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 POL ROPYLENE WITH A MINIMUM TENSILE STRENGTH OF 500 POUNDS. AT LEAST 2 FEET OF PULL RPE SHALL BE DOUBLED BACK INTO THE CONDUIT AT EACH TERMINATION: PULL BOXES. PULL BOXE SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.06, `PULL BOXES," OF THE STANDARD SPECIFi ATIONS AND THESE SPECIAL PROVISIONS. RECESSES FOR SUSPENS ON OF BALLASTS WILL NOT BE REQUIRED. CONDUCTORS AND WIRING. CONDUCTORS AND WIRING SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.08, `CONDO TORS," AND SECTION 86-2.09, 'WIRING," OF THE STANDARD SPECIFICATIONS AND THES SPECIAL PROVISIONS. CONDUCTORS - THE CO TRACTOR SHALL USE MULTI -CONDUCTOR ELECTRICAL CABLES FOR ALL CIRCUITS EXCEPT LIGHTING, CAMERA DETECTION AND BETWEEN THE SERVICE SWITCH AND CONTROLLER CABINET 15 CONDUCTORS SHALL BEP BY THE USE OF "C" SHAPED COMPRESSION CONNECTORS AS SHOWN ON STANDARD PLA ES 13. SPLICES SHAD. BE INSU TED BY `METHOD B." THE OPTICAL DETECTOR ABLE (3-M OPTICOM MODEL 138 OR EQUAL) SHALL HAVE FOUR CONDUCTORS OF AWT; #20 (7X28) STANDARD INDIVIDUALLY TINNED DRAWN WIRE TO PROVIDE SIGNAL INTEGRITY AND TRANSIENT PROTECTION. THE INDIVIDUALLY TINNED COPPER, COLOR CODED INSULATION SHALL BE ASFOLLOWS: 11 A• ORANGE FOR DEUVERN OF OPTICAL DETECTOR POWER (+) B. NEGATIVE RETURN WAR FOR OPTICAL DETECTOR POWER (-) C. YELLOW FOR OPTICAL ETECTOR SIGNAL #1 D. BLUE FOR OPTICAL SI NAL #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. 15 THE INSULATION FOR ALL CONDUCTORS SHALL BE TYPE THW POLYVINYL CHLORIDE. SERVICE. SERVICE SHAU CONFORM TO THE PROVISIONS IN SECTION 86-2.11, "SERVICE," OF THE STANDARD SPECIFICATIONS kND THESE SPECIAL PROVISIONS. UNLESS OTHERWISE .-NO , 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 B EAKER AND THE FOLLOWING CIRCUIT BREAKERS: NA AU04z *k DIJAW VAI Te QDAMMI urtrern 1 50 1 120 TRAFFIC SIGNAL YES 2 30 1 120 UGHTING NO "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 PUNS. THE OWNER WILL PAY ALL REQUIRED COSTS AND FEES REQUIRED BY THE UTILITY. CONTRACTOR SHALL OBTAIN NECESSARY BUILDING PERMIT FOR SERVICE PEDESTAL. TESTING. TESTING SHALLO THE PROVISIONS IN SECTION 86-2.14, "TESTING," OF THE STANDARD SPECIFICATIONS ND THESE SPECIAL PROVISIONS. THE SIGNAL SHALL NOT E PLACED IN FLASHING MODE, WITH SIGNAL FACES UNCOVERED, PRIOR TO FUNCTIONAL TESTING. SUB IT TO CITY GENERAL SERVICES ELECTRICAL DIVISION FOR TESTING. FUNCTIONAL TESTING. Al 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 PONTRACT FOR THIS PROJECT. THE FOURTH .PARAGRAPH OF SECTION 86-2.14C, `FUNCTIONAL TESTING," OF THE STANDARD SPECIFICATIONS SHALL BE MENDED TO READ AS FOLLOWS: TURN ON OF NEW OR MO IFIED 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, AN THE INSTALLATION THEREOF, SHALL CONFORM TO THE PROVISIONS IN SECTION 86-1.01, `VEHICLE SIGNAL FACES," 86-4.02, `DIRECTIONAL LOUVERS," 86-4.03, "BACKPLATES," AND 86-4.tN `SIGNAL MOUNTING ASSEMBLIES," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROM S. HOUSING, VISORS, DIRECAL LOUVERS AND BACKPLATES SHALL NOT BE STRUCTURAL PLASTIC. ALL LAMPS FOR TRAFFICNAL UNITS SHALL BE FURNISHED BY CONTRACTOR. ALL SIGNAL FACES SHALL BE PROVIDED WITH 12 -INCH SECTIONS AND RED, AMBER, GREEN, AND RESPECTIVE ARROW `tED" M ULE TYPE INDICATORS. TUNNEL VISORS SHALL BE ON ALL SIGNAL HEADS. THE FOURTH SENTENCE 0 THE FIRST PARAGRAPH OF SECTION 86-4.06, `SIGNAL MOUNTING ASSEMBLIES," OF THE STAN ARD SPECIFICATIONS SHALL BE AMENDED TO READ AS FOLLOWS: POST TOP SUP -FITTERS ND TERMINAL COMPARTMENTS SHALL BE CAST BRONZE OR HOT -DIP GALVANIZED DUCTILE IRON. EACH MODULE SHALL CO SIST .OF AN ASSEMBLY THAT UTILIZES LEDS AS THE UGHT SOURCE IN UEU OF AN INCANDESCENT AMP FOR USE IN TRAFFIC SIGNAL SECTIONS. THE LEDS UTILIZED IN TH MODULES SHALL BE ALLNGAP TECHNOLOGY FOR RED, AMBER AND YELLOW INDICA11ONS OR GA FOR GREEN INDICATIONS, AND SHALL BE THE ULTRA BRIGHT TYPE RATED FOR 100,000 HOURS OF CONTINUOUS OPERATION FROM 40T TO +74°C. THE MODULES SHALL BE ATED FOR A MINIMUM USEFUL LIFE OF 48 MONTHS. ALL MODULES SHALL MEET ALL PARAMETE S OF THIS SPECIFICATION DURING THIS PERIOD. THE INDIVIDUAL LEDS SH BE WIRED SUCH THAT A CATASTROPHIC LOSS OR FAILURE OF ONE OR MORE LED UNIT WILL NOT R Si IN THE LOSS OF THE ENTIRE MODULE. ELECTRICAL: POWER CONSUMPTION MAXIMUM POWER CONSUM TION REQUIREMENTS FOR THE MODULES ARE AS FOLLOWS: P 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 SHAM 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 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 REPE111ION NOISE TRANSIENTS AS STATED IN SECTION 2.1.6 OF NEMA STANDARD TS -2, 1991 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: EQUIPMENT AND MA I DAR CHAPCHAPIER ZJMICLE TRAFFIC CONTROLSIGNAL HEAW. COMPATIBILITY THE MODULES SHALL BE OPERATIONALLY COMPATIBLE WITH CURRENTLY USED CONTROLLER ASSEMBLES (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 NOSE. PHOTOMETRIC REQUIREMENTS THE MINIMUM INITIAL LUMINOUS INTENSITY VALUES FOR THE MODULES SHALL BE AS STATED IN TABLE 2-2 AND/OR TABLE 204 AT 251C. 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 CHROMA11CALLY COORDINATES OF THE MODULES SHALL CONFORM TO THE CHROMATICITY REQUIREMENTS OF TABLE 2-6, THROUGHOUT THE USEFUL - UFE 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 ln&ation 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 SHAM 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 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 REPE111ION NOISE TRANSIENTS AS STATED IN SECTION 2.1.6 OF NEMA STANDARD TS -2, 1991 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: EQUIPMENT AND MA I DAR CHAPCHAPIER ZJMICLE TRAFFIC CONTROLSIGNAL HEAW. COMPATIBILITY THE MODULES SHALL BE OPERATIONALLY COMPATIBLE WITH CURRENTLY USED CONTROLLER ASSEMBLES (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 NOSE. PHOTOMETRIC REQUIREMENTS THE MINIMUM INITIAL LUMINOUS INTENSITY VALUES FOR THE MODULES SHALL BE AS STATED IN TABLE 2-2 AND/OR TABLE 204 AT 251C. 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 CHROMA11CALLY COORDINATES OF THE MODULES SHALL CONFORM TO THE CHROMATICITY REQUIREMENTS OF TABLE 2-6, THROUGHOUT THE USEFUL - UFE 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,±2.5 19 38 38 26 52 52 17.5,±7.5 17 33 33 26 52 52 17.5,±12.5 12 24 24 26 52 52 17.5,±17.5 10 19 19 26 52 52 17.5,±22.5 714 12 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 INITIAL 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 1944 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 INITIAL 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) 5500 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( 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 4-C (407) TO +74'C (+165'F). THE MODULES SHALL MEET ALL SPECIFICATIONS THROUGHOUT 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 POWNER 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 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 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 IDEN11FICATION 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 POWIIER 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 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 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 WIGHT 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, OC, '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 3OOIM 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 ( 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. 300MM ARROW THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE 300MM ARROW ONLY. ALL GENERAL SPECIFICATIONS APPLY UNLESS SPECIFICALLY SUPERSEDED IN THE SECTION. THE ARROW MODULE SHALT. MEET SPECIFICATIONS STATED IN SECTION 9.01 OF THE HE PUBLICATION: EQUIPMENT AND MATERIAL STANDARDS, CHAPTER 2 (VEHICLE TRAFI:IC CONTROL SIGNAL HEADS) FOR ARROW INDICATIONS. THE LEDS SHALL BE SPREAD EVENLY ACROSS THE ILLUMINATED PORTION OF THE ARROW AREA. 300MM BICYCLE THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE .30OMIM 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 DE MINA11ON AS TO THE CONFORMANCE TO THE INTENT OF THIS SPECIFICATION. THE LEDS SHALL BE. SPREAD EVENLY ACROSS THE ILLUMINATED ORTION OF THE BICYCLE AREA. 300MM PROGRAMMED VISIBILITY (PV) THE FOLLOWING SPECIFICATION .REQUIREMENTS APPLY TO THE 30DMIM 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 LEDS SHALL BE SPREAD EVENLY ACROSS THE MODULE. 300MM LANE CONTROL THE FOLLOWING SPECIFICATION REQUIREMENTS APPLY TO THE 30CIMM 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 +105-C, 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 Calor Neutral White Red X Red Green Arrow Brown THE LEDS SHAD_ 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 IN -UNE FUSE SHALL BE LOCATED IN THE PULL BOX. PHOTOELECTRIC CONTROLS. PHOTOELECTRIC CONTROLS SHALL CON ARM 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 UTIUZES LEDS AS THE UGHT SOURCE IN UEU OF AN INCANDESCENT LAMP FOR USE IN TRAFFIC SIGNAL SECTIONS. THE LEDS SHAD_ UTILIZE APPROPRIATE TECHNOLOGY 70 ACHIEVE �E REQUIRED COLOR AND SHALL BE THE ULTRA BRIGHT TYPE RATED FOR 100,000 HOURS OF CONTINUOUS OPERATION FROM CC TO +74'C. THE MODULES SHAM 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 POAiER CONSUMPTION MAXIMUM POWER CONSUMPTION REQUIREMENTS FOR THE MODULES ARE AS FOLLOWS (IN WATTS): 1 1 25° C 1 74° C I "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 FLUCTUATIONS OF UNE VOLTAGE SHA HAVE NO VISIBLE EFFECT ON THE LUMINOUS INTENSITY OF THE INDICATIONS. OPERATING VOLTAGE OF THE MODULES SHALL BE 120 VAC. ALL P AMETERS SHALL BE MEASURED AT THIS VOLTAGE. POI~ER 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 UNE BY A LED SIGNAL MODULE SHALL NOT EXCEED 20 PERCENT. SURGE SUPPRESSION THE SIGNAL MODULE ONBOARD CIRCUITRY SHALL INCLUDE VOLTAGE PURGE PROTECTION TO VMTHSTAND HIGH REPETITION NOISE TRANSIENTS AS STATED IN SECTION 2.1.6 OF NEMA STANDARD TS -2, 1992. THE LED CIRCUITRY SHALL PREVENT PERCEPTIBLE /FUCKER 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. WREN A CURRENT OF 20MA AC (OR LESS) IS APPUED TO THE UNIT THE VOLTAGE READ ACROSS THE TWO LEADS SHAD_ BE 15 VAC OR LESS. THE MODULES AND ASSOCIATED ONBOARD CIRCUITRY MUST MEET CLASS A EMISSION UMfTS REFERRED IN FEDERAL COMMUNICATIONS (FCC) TITLE 47, SUBPART B, �ECTION 15 REGULATIONS CONCERNING THE EMISSION OF ELECTRONIC NOSE. ENVIRONMENTAL REQUIREMENTS. THE LED SIGNAL MODULE SHALL BE OPERATING TEMPERATURE RANGE OF 4'C (407) TO +7CC (+165-F). SPECIFICATIONS THROUGHOUT THIS RANGE. THE LED SIGNAL MODULE SHALL BE PROTECTED AGAINST DUST N REQUIREMENTS OF NEMA STANDARD 250-1991 FOR TYPE 4 ENCLOSUi COMPONENTS. TED FOR US IN THE MODULES SHALL MEET ALL MOISTURE INTRUSION PER THE S TO PROTECT ALL INTERNAL .a-593 M a a co z ER J • b, O yd w w 3 (5 to rn , - > o 838 * l� g � U LU La z 0 0 LTJ j of o cm, m Ot-a°f . ��i 1 , z c w m ~^ r- iO w z E LTJ N m I Lt LU 3 v 0 z J V) z 0 U a M� d - CD r N �1 N M � o � g My o o w � � 4 w M ¢ _ m u7 m H Z�J W W Q LTC N J Q w Q o zoo Z W r- cn to Q V Z cn Q [ DC W Q Z ~O Z W DESIGNER: JEM CHECKED BY DGW DAIS: 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," 0. 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 FACT ES. THE WORK PERFORMED IN CONNECTION WITH VARIOUS EXISTING FACILITIES SHALL CONFO M TO THE PROVISIONS IN SECTION 15, `EXISTING HIGHWAY FACILITIES," OF THE STANDARD, SPECIFIA TIONS AND THESE SPECIAL PROVISIONS. EXISTING CITY HIGHWA SIGNS AND STREET MARKERS SHALL REMAIN THE PROPERTY OF THE CITY. SUCH SIGNS AND STREE MARKERS SHALL BE RELOCATED AND MAINTAINED DURING CONSTRUCTION SO AS TO CONVEY THE AME INTENT THAT EXISTED PRiOR TO CONSTRUCTION. EXISTING CITY HIGH W'SIGNS AND STREET MARKERS SHALL BE PLACED IN THEIR PERMANENT POSITION BY THE CONTR CTOR'S FORCES PRIOR TO COMPLETION OF CONSTRUCTION. SIGNS REMOVED FROM THE PROJECT AR SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 4101 TRUXTUN AVENUE. ROADSIDE SIGNS. ROAD IDE SIGNS SHALL CONFORM TO THE PROVISIONS IN SECTION 56-2, `ROADSIDE SIGNS," OF 74E STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MISCELLANEOUS ROAD IDE SIGNS SHALL CONFORM TO CITY STANDARD TS -4. WARNING -REGULATORY IGNS. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HANNS M2G_ SERIES BOLT AND VAND -PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STANDARD T-19 SHALL PE RELOCATED WITHIN SIDEWALK 6 INCHES FROM BACK. SIGNS - MEASUREMENT. SIGNS GROUND -MOUNTED ON STEEL POSTS SHALL BE MEASURED BY THE UNIT. ONE OR MORE SIN PANELS MOUNTED ON A SINGLE POST INSTALLATION SHALL BE COUNTED AS ONE UNIT. SIGNS M UNTED ON THE SIGNAL MAST ARM OR SiGNAL POLE STANDARD SHALL BE INCLUDED IN THE LUMP UM PRICE. PAiD FOR THE TRAFFIC SIGNAL. REMOVE TRAFFIC STRIPE BE REMOVED WiLL BE N TRAFFIC STRIPES AND FROM THE PAVEMENT B1 TEXTURE OF THE PAVEM PAINTED TRAFFIC STRIPE MATERIAL FROM THE BLJ PUBLIC TRAFFIC. SOUNI REMOVING TRAFFIC STRIP ACCUMULATIONS OF SAN CONSTITUTE A HAZARD TRAFFIC STRIPES SHALL BLAST CLEANING FOR VARYING WIDTHS. PAVE AREA, RATHER THAN JU AFTER REMOVAL OF T APPLIED IN CONFORMAN( STANDARD SPECiFICATIOI iN TRAFFIC STRIPE RE STRIPE REMOVAL AREA FEET ON EACH SIDE OF IN PAVEMENT MARKIN( CLEANED RECTANGULAR FULL COMPENSATION I BE CONSIDERED AS INCL TRAFFIC STRIPE AND PA NOTHING IN THESE SP RESPONSIBILITIES AS PRI SPECIFICATIONS. AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. )AVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR VT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO 'TING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF S AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MiGHT TRAFFIC WILL NOT BE PERMITTED. E REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. EMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND ENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR r LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. kFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE WITH THE PROVISIONS iN SECTION 37, "BITUMINOUS SEALS," OF THE ' AND THE FOLLOWING DVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC ID TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 4E BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST FURNISHING AND APPLYING FOG SEAL COAT AS SPECIFIED HEREIN SHALL ) IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF :N7 MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE. L PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS :D IN SECTION 7-1.09, `PUBUC SAFETY," OF THE STANDARD TRAFFIC STRIPES AND P VEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SH CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," Of THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. OF THE STANDARD S TRAFFIC DELINEATION. ' DELINEATION IS OBUTER, REPLACE ALL OBLITERAI WORK PERIOD, AND IN P TEMPORARY DELINEAT LESS THAN 4 INCHES Lt ON TANGENTS AND NO TAPE IN ACCORDANCE N THE SAME COLOR AS R REMOVE TEMPORARY I APPLYING ASPHALTIC Ek TRAFFIC STRIPES AND PAVEMENT MARKINGS," ( TRAFFIC STRIPES AND P SECTION 84-2, "THERM( THE FIRST SENTENCE THERMOPLASTIC MATERI) PAVEMENT MARKERS PROVISIONS: PAVEMENT MARKERS STANDARD SPECIFICATiO1 LENT MARKERS SHALL CONFORM TO SECTION 85, `PAVEMENT .MARKERS," TIONS. JEDIATELY_ AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC ED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME CASE LATER THAN 7:30AM FOLLOWING SUCH WORK PERIOD. d CONSISTS OF REFLECTIVE TRAFFIC LINE -TAPE APPLIED IN PIECES NOT G NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART IRE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC UNE H THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DEUNEA71ON MUST BE PERMANENT DELINEATION. UNEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO .SION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. AVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS EMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO .AS11C TRAFFIC STRIPES AND PAVEMENT MARKINGS." SECTION 84-2.01, `MATERIALS," SHALL BE REVISED TO READ: "THE i SHALL CONFORM TO STATE SPECIFICATION 8010 -21C -1g." ALL CONFORM TO SECTION 85, `PAVEMENT MARKERS," AND THESE SPECIAL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE VIDEO VEHICLE DETECTIOh SYSTEM. CONTRACTOR FURNISHED VEHICLE DETECTION EQUIPMENT WILL BE AS FOLLOWS. 4-EDGE2-IN EDGE2 PFOCESSOR, SINGLE CAMERA INPUT INCLUDES: SURGEVAN, IVRAS, FCABLE, MOUSE, EDGE2MANUAL, A0 RiGHT ANGLE BNC ADAPTER: 4-EDGE2EM2 2 CHANN EXTENSION MODULE INCLUDES: CAT 5 INTERCONNECTION CABLE. 4 -CAMERAS, VARIABLE FOCAL LENGTH INCLUDES: 2 EACH BNC CONNECTORS, DUETSCH POWER CONNECTOR CAM-RZ3. UNIVERSAL CAMERA BRhCKET CAMBRKT4 FOCAL LENGTH AS SH ON THE PLANS OR AS SPECIFIED BY THE CONTRACTOR. VIDEO PROCESSORS WILL BE IN ALLEMIND BY ITERIS OR SYNCHRONEX. THE CONTRACTOR SHA CONTACT JANNA MCKAHANN FROM SYNCHRONEX AT (714) 931-7631 TWO WEEKS PRIOR TO THE SI AL BEING TURNED ON. THE REPRESENTATIVE FROM SYNCHRONEX MUST HAVE COMPLETED PROGR MG THE VIDEO SIGNAL SYSTEM BEFORE THE SIGNAL IS ACTIVATED. THE VIDEO CABLE (BE EN #8281) SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR FROM THE CAMERA TO THE COt TROLLER CABINET. THE - VIDEO CABLE SHALL RUN FROM THE VIDEO CAMERA CONTINUOUS FROM CAMEI A PIGTAIL CONNEC11ON TO THE SIGNAL CONTROLLER CABINET. SPLICING WILL NOT BE ALLOWED. AMERA VIDEO CABLE AND POWER CORDS SHALL ENTER LUMINAIRE ARM AND UTILIZE A 240OT DRIP OOP. CONNECTORS SHALL BE INSTALLED BY THE VIDEO TECHNICIAN IN THE FIELD. CONNECTIONS AT CAMERAS SHALL BE APPROPRIATELY WRAPPED AND WEATHERPROOFED. WARRANTY, MAINTENANCE ITS SUPPLIER FOR A MINI SHALL INCLUDE UPDATES PROVIDED FREE OF CHAR THE SUPPLIER SHALL i FOLLOWING EXPIRATION 0 THE CITY IN THE FORM C PREEMPTION SYSTEM. TI THE CONTRACTOR SHALL (SINGLE UNIT) PREEMPTI( MOUNTING HARDWARE. PHASE SELECTOR UNIT It PLACEMENT SHALL BE Di THE OPTICAL DETECT01 CONDUCTORS OF AWG #` INTEGRITY AND TRANSiEN INSULATION SHALL BE A! A.ORANGE FOR DEUVE B. NEGATIVE RETURN W AND SUPPORT. THE VIDEO DETECTION SYSTEM SHALL BE WARRANTED BY iUM OF TWO (2) YEARS. ONGOING SOFTWARE SUPPORT BY THE SUPPLIER )F THE ACU AND SUPERVISOR SOFTWARE, THESE UPDATES SHALL BE E DURING THE WARRANTY PERIOD. kINTAIN A PROGRAM FOR TECHNICAL SUPPORT AND SOFTWARE UPDATES THE WARRANTY PERIOD. THIS PROGRAM SHALL BE MADE AVAILABLE TO A SEPARATE AGREEMENT FOR CONTINUING SUPPORT. CONTRACTOR SHALL PROVIDE A FULLY OPERATIONAL PREEMPTION SYSTEM. `URNISH AND INSTALL OP11COM 711 f DEVICES AS INDICATED ON THE SIGNAL PLANS INCLUDING ALL CABLES AND IE CONTRACTOR SHALL ALSO FURNISH AND INSTALL AN OPTICOM 754 THE CONTROLLER CABINET. EXACT PREEMPTION HARDWARE MOUNTING ERMINED BY THE ENGINEER 1N THE FIELD. CABLE (3-M OPTICOM MODEL 138 OR EQUAL) SHALL HAVE FOUR (7X28) STRANDED INDIVIDUALLY TINNED DRAIN WIRE TO PROVIDE SIGNAL PROTECTION. THE INDIVIDUALLY TINNED COPPER, COLOR -CODED FOLLOWS: Y OF OPTICAL DETECTOR POWER (+) E 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 Tf1ESE 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 RANO OF AN ILLUMINATED SYMBOL SHALL NOT EXCEED 4 To 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 SEC11ON 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 WITH 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. MAINTAINING TRAFFIC. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN SIGNS, LIGHTS, FLAGS AND OTHER WARNING AND SAFETY DEVICES WHEN 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 `91ItiANUAL 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 TIMES 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 8:30AM - 4:OOPM, MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS, MERE 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 W 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 SIGNS, `ROAD C•� F - z w m 0 LJ INQ 04 W d - C) N N Vl � M ¢ v �w a 00 _ M g W le m m ao 00 z' Z W' z� z ' W J. U WARRANTY. THE MANUFACTURER SHALL PROVIDE A WRITTEN WARRANTY AGAINST DEFECTS iN MATERIALS E■I 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. Q CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT: THE CONTRACTOR SHALL FURNISH THE cc N CONTROLLER AND CABINET ASSEMBLY FOR EACH LOCATION CONFORMING TO THE CITY "TRAFFIC SIGNAL G z N 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". J � z J "- L.L.1 U -i Q 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 a J FOUNDATIONS AND NO ('V J _ W SEPARATE PAYMENT WILL BE MADE THEREFORE.cao GUARANTEE. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO THE CITY ON CiTY-PROVIDED Q C) �- Z FORM, GUARANTEEING ALL SYSTEMS, EXCEPT TRAFFIC SIGNAL LAMPS, INSTALLED UNDER THiS CONTRACT r U Z FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK. THE GUARANTEE, LLL Ln Q PROPERLY EXECUTED, SHALL BE FILED WITH THE CITY BEFORE NOTICE_ OF COMPLETION AND FINAL > z ACCEPTANCE IS MADE BY THE CITY OF THE WORK DESCRIBED ON THE PLANS AND THESE SPECIAL V PROVISIONS. O w Q LL THE CONTROLLER CABINET SHALL BE EQUIPPED WITH TWO CABINET LIGHTS, ONE FOR THE FRONT AND <( W O ONE FOR THE REAR DOORS AND SHALL HAVE A SWITCH CONTROL AT EACH DOOR THAT ENERGIZES BOTH F— w z 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 W Q COOL -WHITE 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. DESIGNER: JEM ALL SPADE LUG CONNECTIONS WITHIN THE 332 CABINET SHALL BE CRIMPED AND SOLDERED. CHECKED BY: DGW STREET LIGHT BOX ADJUSTMENT. FRAMES AND COVERS OF EXISTING STREET LIGHT BOXES SHALL BE DATE: 9-1-2015 ADJUSTED TO GRADE IN ACCORDANCE WITH THE PROVISIONS IN SECTION 15-2.05, `RECONSTRUCTION," OF THE STANDARD SPECIFICATIONS, THE DETAILS SHOWN ON THE PLANS, THESE SPECIAL PROVISIONS, AND DRAFTER GMG CITY STANDARD S-31. IF EXISTING STREET LIGHT BOX FRAMES AND COVERS ARE DAMAGED DURING REMOVAL, A NEW FRAME SCALE: AS SHOWN AND COVER SHALL BE FURNISHED. COMP. N0: 3641600 SIGNAL THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PEDESTRIAN TRAFFIC FOR A MINIMUM OF JOB NO.: 364-16-00 THREE DAYS. SHEET SIG -4 4 .3. OF 4