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HomeMy WebLinkAbout3242-1CONDUCTOR TABLE AWG. CIRCUIT OR POLE RUNS Z 1 2,—A 3 4 5 6 7 8 9 10 w m POLE 1 1 1 1 1 1 1 1 1 1 1 MESSAGE A B O 6A-4-80(129) 13 ' 1 40m 415' 250W B 2P W MAS,MAS,SV-1-T SP -1 -CS San Sevoine 10' 6' POLE O2 Q1-A 1 1 1 1 1 1 1 1 - B 4P N TV - 1-T a: - 11' 4' O 19A-4-80(129) 10 7m 9 0m 415' 250W B 0 j POLE O MAS,MAS,SV-1-T SP -1 -CS 1 1 1 1 1 1 f=12' ® �1 zo POLE O4 - - B 1 E TV -1-T SP -1 -CS - 15' 4' O 6A-4-80(129) 10 7m 1 1 250W B 6P E MAS,MAS,SV-1-T U La POLE O 10' 6' f=17' © 1-A 3.05m 1 1 - - B 8P S TV -1-T SP -1 -CS - 10' 4' O 19A-4-80(129) 10.7m 9 �m 14.6m1 O POLEry B 8P S MAS,MAS,SV-1-T SP -1 -CS Summit Ave 1 1 1 1 f=12' POLE O ® 1-A 3.05m - 1 1 1 1 1 1 TV -1-T SP -1 -CS - 14' 4' C) POLE O 1 0 1 1 1 TOTAL 1 1 2 2 L3 Z4 Z4 0 4 4 L3 L2 Ll #10 LUMINAIRE 2 2 1 2 2 - - - 2 1 2 - VIDEO CABLE 1 1 2 2 - 4 - 1 1 - VIDEO VIDEO SVC. 1 1 2 2 - 4 - 1 1 - DET. OPTICOM CABLE 1 1 2 2 - - 4 1 1 - CONDUIT SIZE It MM 3 78 3 78 3.5 91 4 103 3.5 91 3 78 3.5 91 3 78 3 78 3 78 BARRIER TRAFFIC SIGNAL GENERAL NOTESi 0 i] MOUNTING DETAIL MODEL 711 OPTICAL DETECTOR 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1999) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800)227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2"(53mm) RIGID METAL UNLESS UNLESS OTHERWISE SHOWN. ALL INTERCONNECT PULLBOXES SHALL BE TYPE P48 48.5" X30.5"X30" DEEP(INSIDE), PRE -CAST CONCRETE, HAVE LOCKING LIDS, AND BE LABLED "COMMUNICATIONS". 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 7. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 8. THE ALIGNMENT OF THE INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE, HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE RADII OF AT LEAST 10'. 9. ALL VEHICLE INDICATIONS SHALL BE 12"(300mm) AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES. ALL VEHICLE, PEDESTRIAN HEADS, AND L.E.D. MODULES WILL BE FURNISHED BY THE CITY. 10. ALL UNUSED MAST ARM TENONS SHALL BE CAPPED IN A WEATHERPROOF MANNER AS DIRECTED BY THE ENGINEER. REV. p � AFA File: 816.002 SUMMIT —SANSAV.DWG 10:45 AM 12/06/02 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Curb/Bern or edge o' U w POLE LOCATION DETAIL SUMMIT AVE. —w — _z J n w 523 REVISION DESCRIPTION Q CURB LINE POLE SCHEDULE L STANDARD MAST ARMS Ilk PHASE 1 PHASE 2 PHASE 3 PHASE 4 REMARKS 0 C TYPE HT. PHASE 5 PHASE 6 PHASE 7 1 PHASE 8 TRAFFIC SIGNAL GENERAL NOTESi 0 i] MOUNTING DETAIL MODEL 711 OPTICAL DETECTOR 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1999) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800)227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2"(53mm) RIGID METAL UNLESS UNLESS OTHERWISE SHOWN. ALL INTERCONNECT PULLBOXES SHALL BE TYPE P48 48.5" X30.5"X30" DEEP(INSIDE), PRE -CAST CONCRETE, HAVE LOCKING LIDS, AND BE LABLED "COMMUNICATIONS". 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 7. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 8. THE ALIGNMENT OF THE INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE, HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE RADII OF AT LEAST 10'. 9. ALL VEHICLE INDICATIONS SHALL BE 12"(300mm) AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES. ALL VEHICLE, PEDESTRIAN HEADS, AND L.E.D. MODULES WILL BE FURNISHED BY THE CITY. 10. ALL UNUSED MAST ARM TENONS SHALL BE CAPPED IN A WEATHERPROOF MANNER AS DIRECTED BY THE ENGINEER. REV. p � AFA File: 816.002 SUMMIT —SANSAV.DWG 10:45 AM 12/06/02 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Curb/Bern or edge o' U w POLE LOCATION DETAIL SUMMIT AVE. —w — _z J n w 523 REVISION DESCRIPTION Q CURB LINE POLE SCHEDULE L STANDARD MAST ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING S.N.S.* PLACEMENT REMARKS 0 C TYPE HT. SIG. LU M. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE A B O 6A-4-80(129) 13 ' 1 40m 415' 250W B 2P W MAS,MAS,SV-1-T SP -1 -CS San Sevoine 10' 6' f=17' Q1-A 3.10' - B 4P N TV - 1-T SP -1 -CS - 11' 4' O 19A-4-80(129) 10 7m 9 0m 415' 250W B 4P N MAS,MAS,SV-1-T SP -1 -CS Summit Ave 14.5' 4' f=12' ® 1-A 3.10' - - B 6P E TV -1-T SP -1 -CS - 15' 4' O 6A-4-80(129) 10 7m 120m 415' 250W B 6P E MAS,MAS,SV-1-T SP -1 -CS San Sevaine 10' 6' f=17' © 1-A 3.05m - - B 8P S TV -1-T SP -1 -CS - 10' 4' O 19A-4-80(129) 10.7m 9 �m 14.6m1 250W B 8P S MAS,MAS,SV-1-T SP -1 -CS Summit Ave 14' 4.5' f=12' ® 1-A 3.05m - B 2P W TV -1-T SP -1 -CS - 14' 4' * S.N.S. SHALL BE INSTALLED ON SHAFT MOUNTED CANTILEVER MAST ARMS. _ I J_w _--L10A J z zww 0U a 0 Z s w0 hLjj - za Uj EXISTING CURB 30•• AND/OR ' NEW MIN CURB AND AC.C. GUTTER .10' MIN. --"-EXISTING A.C. SURFACE 6-1.5" SCH 40 HDPE CONDUITS AND 4 -SACK ORANGE PEA GRAVEL BACKFILL NOTE: THE SLURRY BACKFILL IS NOT REQUIRED AT DEPTHS GREATER THAN 6 FEET. DUCT INSTALLATION AND TRENCH REPAIR DETAIL N.T.S. DETAIL "C" T 0 I J REMOVE AND SALVAGE TO CITY TRAFFIC SIGNAL CONSTRUCTION NOTES. j� 4 YARD, REMOVE FOUNDATION 11 t I r w w W - w ❑1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING 0311 4 3 34' I 04) k—� TYPE "R" CABINET, AUTOSCOPE DETECTION, AND APPURTENANT EQUIPMENT. - CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD L BI U N T �1 — -- — — — — — — — — _-- -- DRAWING 4004. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECT - '06 --� ---- -- RONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON ® /04 - - - - 06 - - - - - 01/ 0 — — — — THE PLAN. 2 6 O SERVICE FEED POINT 4� Z Z EDISION VAULT V5456651 ❑ INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND I J _j SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR, (MODEL 711 OR O I O U EQUAL), PER DETAIL THIS SHEET AND AS DIRECTED BY THE ENGINEER. " ! 2 CURB LINE E.P. LINE + I' ❑4 INSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 133 AND R/W LINE I 1- �I R/W LINE AS DIRECTED BY THE ENGINEER. 1 ' ❑5 FURNISH AND INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -7N. FURNISH D INSTALL PER 3CONDU CONDUITS SHALL BE ORANGE 1 ) SCHEDULE P TS T " ' E AND3CONDU TS SHA DBE BLUE. FURNISH AND INSTALL � INTERCONNECT CABLE (12PR. 419) PER CALTRANS SEC. 86-2.08E AS INDICATED IN THE BLUE CONDUITS. FURNISH AND INSTALL PULL ROPE IN THE REMAINING CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 10 -FOOT RADIUS. „ CONNECT INTERCONNECT PER TRAFFIC SIGNAL CONTROLLER MANUFACTURER'S " ' f REQUIREMENTS. 34' „ 22' g �' 8❑ CONSTRUCT 4" THICK PCC PAD ON COMPACTED NATIVE FROM AROUND PROPOSED 34' I( SIGNAL AND SERVICE CABINETS. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF I !� TRANSPORTATION, (CALTRANS) "UNIFORM SIGN CHART." 10 FURNISH AND INSTALL 2"(53mm) PVC CONDUIT WITH 1 -INTERCONNECT CABLES (12PR. #19) f 11 FURNISH AND INSTALL 3"(78mm) PVC CONDUIT WITH 1/4" POLY PULL. ROPE PER SCALE 1"=20' SCE REQUIREMENTS. COORDINATE SERVICE WITH SCE (DAVID QUEZADA 909-357-6240 & CANERA MILES 909-357-6505). 20 10 0 20 40 60 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. W z Q w U) z Q U) z Q W Q U) CITY OF FONTANA, CALIFORNIA e�EEFr7°hq��ti TRAFFIC SIGNAL PLAN -CIS��, NO Use MISTIN-FO UST ASS 0CIA TESriq, INC. DRAWN BY: SCALE: 20258 TRAFFIC GINEERING AND TRA NSP OR TA TION PL ANNING J.J.A. SUMMIT AVENUE 1"=20' * Exp. 9-30-05 * 2020 NWHIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 DESIGNED BY- AND SAN SEVAINE ROAD DATE: sj. civiv �Q. TE 667-0496 FAX (714) 667-7952 J.J.A. 12/06/02 9lF�FCAUF�DATE: ,r� _c-5 CHECKED CHECKED BY: NPRBY- DRAWING NO.: JOE UST, RCE 20258 EXPIRE 9- 0-05 R.S. �23242 NGINEER R.G.E. 51152 DATE f TACK 0.03' LIP EADER 1 '1 I CUT 1 —'1 COAT ALL EDGES EXISTING CURB 30•• AND/OR ' NEW MIN CURB AND AC.C. GUTTER .10' MIN. --"-EXISTING A.C. SURFACE 6-1.5" SCH 40 HDPE CONDUITS AND 4 -SACK ORANGE PEA GRAVEL BACKFILL NOTE: THE SLURRY BACKFILL IS NOT REQUIRED AT DEPTHS GREATER THAN 6 FEET. DUCT INSTALLATION AND TRENCH REPAIR DETAIL N.T.S. DETAIL "C" T 0 I J REMOVE AND SALVAGE TO CITY TRAFFIC SIGNAL CONSTRUCTION NOTES. j� 4 YARD, REMOVE FOUNDATION 11 t I r w w W - w ❑1 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING 0311 4 3 34' I 04) k—� TYPE "R" CABINET, AUTOSCOPE DETECTION, AND APPURTENANT EQUIPMENT. - CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD L BI U N T �1 — -- — — — — — — — — _-- -- DRAWING 4004. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECT - '06 --� ---- -- RONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON ® /04 - - - - 06 - - - - - 01/ 0 — — — — THE PLAN. 2 6 O SERVICE FEED POINT 4� Z Z EDISION VAULT V5456651 ❑ INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND I J _j SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR, (MODEL 711 OR O I O U EQUAL), PER DETAIL THIS SHEET AND AS DIRECTED BY THE ENGINEER. " ! 2 CURB LINE E.P. LINE + I' ❑4 INSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 133 AND R/W LINE I 1- �I R/W LINE AS DIRECTED BY THE ENGINEER. 1 ' ❑5 FURNISH AND INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -7N. FURNISH D INSTALL PER 3CONDU CONDUITS SHALL BE ORANGE 1 ) SCHEDULE P TS T " ' E AND3CONDU TS SHA DBE BLUE. FURNISH AND INSTALL � INTERCONNECT CABLE (12PR. 419) PER CALTRANS SEC. 86-2.08E AS INDICATED IN THE BLUE CONDUITS. FURNISH AND INSTALL PULL ROPE IN THE REMAINING CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 10 -FOOT RADIUS. „ CONNECT INTERCONNECT PER TRAFFIC SIGNAL CONTROLLER MANUFACTURER'S " ' f REQUIREMENTS. 34' „ 22' g �' 8❑ CONSTRUCT 4" THICK PCC PAD ON COMPACTED NATIVE FROM AROUND PROPOSED 34' I( SIGNAL AND SERVICE CABINETS. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF I !� TRANSPORTATION, (CALTRANS) "UNIFORM SIGN CHART." 10 FURNISH AND INSTALL 2"(53mm) PVC CONDUIT WITH 1 -INTERCONNECT CABLES (12PR. #19) f 11 FURNISH AND INSTALL 3"(78mm) PVC CONDUIT WITH 1/4" POLY PULL. ROPE PER SCALE 1"=20' SCE REQUIREMENTS. COORDINATE SERVICE WITH SCE (DAVID QUEZADA 909-357-6240 & CANERA MILES 909-357-6505). 20 10 0 20 40 60 DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. W z Q w U) z Q U) z Q W Q U) CITY OF FONTANA, CALIFORNIA e�EEFr7°hq��ti TRAFFIC SIGNAL PLAN -CIS��, NO Use MISTIN-FO UST ASS 0CIA TESriq, INC. DRAWN BY: SCALE: 20258 TRAFFIC GINEERING AND TRA NSP OR TA TION PL ANNING J.J.A. SUMMIT AVENUE 1"=20' * Exp. 9-30-05 * 2020 NWHIN AVENUE SANTA ANA, CALIFORNIA 92705-7827 DESIGNED BY- AND SAN SEVAINE ROAD DATE: sj. civiv �Q. TE 667-0496 FAX (714) 667-7952 J.J.A. 12/06/02 9lF�FCAUF�DATE: ,r� _c-5 CHECKED CHECKED BY: NPRBY- DRAWING NO.: JOE UST, RCE 20258 EXPIRE 9- 0-05 R.S. �23242 NGINEER R.G.E. 51152 DATE f