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HomeMy WebLinkAbout5078-1CONDUCTOR SCHEDULE AWG POLE 22 17 22 23 13 22 20 21 RUNS 3" 3" 4" 4" 4" 3" 3" A E 0 0 0 0 0& 0 250W SEE BELOW(A) SV -1-T 2 -MAS SP -1 -T -CS 6 E E- 5' 4' FLAT ARM LUMINAIRE, F=19 © 1-A 10' - - - - 12c C A1 L E 3cO A B E0 (I) 1 8 1 1 4.5' 1 1 © 1 1 20' 1 1 SEE BELOW(C) 1 1 -MAS 4B — 8 S — 11.5' 4' — 1 1 © - - — 1 TV -2-T 1 1 - 1 1 9' 1 1 OE 1 — _— 15' 250W _— SV -1-T 2 -MAS — 1 1 � 22.5' 4' F=23 OF 21TS 35' - 15' 1 1 TV -2-T 1 1 4 1 — — — — — 26' 25' 1 1 O - 1 -MAS 4B 111 - N II 8' 4' - 1 21TS =MD - 15' ••• ••• - 1•1, - SP -1 -T -CS - E -> .,1 4' — — — — 1 — — — 1 O — — — — — — — — — — — — — — 1 1 1 1 — — — — — — 1 1 1 0 — — — — — 1 1 1 1 1 1 1 1 TOTAL 11 2 2 3 3 4 3 5 3 1 1 2 2 3 3 8 6 #10 LUMINAIRES 2 2 2 2 2 2 2 2 — #12 TOTAL FUTURE DLC 0 4 4 8 8 4 4 8 16 ** E.V.P. 1 1 2 2 3 — 1 1 4 VIDEO VIDEO POWER 1 1 2 2 3 — 1 1 4 COAX CABLE 1 1- 2 2 3 —• 1 1 4 PERCENT FILL RATIO (%) 10 22 17 22 23 13 22 20 21 CONDUIT SIZE 3" 3" 4" 4" 4" 3" 3" 4" 2-4" ALL CONDUITS SHALL BE NEW. * * MODEL 711 OPTICOM CABLE EX R/W V 13+00 285' -TO LIMIT UNE c C,1 5 (Ji EX R/W —/ INSTALL 2" C CN r — — r- POLE SCHEDULE STANDARD MAST ARMHPSV LUMINAIRE S.N.S. SIGNAL MTGS PED PUSH BTN LOCATION REMARKS No. TYPE HEIGHT SIGNAL LUM VEHICLE MAST PED PHASE QUAD ARW A B OA 26-3-100 30' 40' 15' 250W SEE BELOW(A) SV -1-T 2 -MAS SP -1 -T -CS 6 E E- 5' 4' FLAT ARM LUMINAIRE, F=19 © 1-A 10' - - - - TV -2-T - SP -1 -T -CS 8 S -> 4.5' 4' © 17A-2-100 35' 20' 15' 250W SEE BELOW(C) SV -1-T 1 -MAS 4B - 8 S E- 11.5' 4' © 1-A 10' - - - - TV -2-T - SP -1 -T -CS - - - 9' 4' OE 29A-5-100 35' 55' 15' 250W SEE BELOW(E) SV -1-T 2 -MAS SP -1 -T -CS - - - 22.5' 4' F=23 OF 21TS 35' - 15' 250W - TV -2-T - - 4 N E- 23.5' 4' © 19-3-100• 26' 25' 15' 250W SEE BELOW(G) SV -1-T 1 -MAS 4B SP -1 -T -CS 4 N E- 8' 4' FLAT ARM LUMINAIRE OH 21TS 35' - 15' 250W - SV -2-T - SP -1 -T -CS 6 E -> 6' 4' ALL EQUIPMENT SHALL BE NEW. *1. CONTRACTOR FURNISHED S.N.S. TO BE MOUNTED ON A SHAFT MOUNTED MAST ARM SUPPLIED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. • SPECIAL ORDERED POLE. EX R/W PROP R/W LEGEND Q4— PROPOSED SIGNAL EQUIPMENT AIM W z I U LIJ LLI CO 0 kcAl ( 15+00 / . 1 4 08 08 105 16' 6' X 50' VIDEO DETECTION ZONE 6' X 20' VIDEO DETECTION ZONE 6' X 6' VIDEO DETECTION ZONE 19' v A r ' 03,08 05 _ e A AEA 4 Ei 05 L_ EX R/W PROP R/W 4.t8P 0 1111:1,116: I DETAIL "A" 07 I —G 1 8 W R9 -3a R9-3b(LT) N S QUADRANT PUSH BUTTON LOCATION (TOP VIEW) 7-- EX R/W 08 E SLOVER AVENUE POLE LOCATION DETAIL STREET NAME SIGN LEGEND: MID NV pr • 04P, 1 ■■ 04 EX RW / C-1/ GA Chi MAS -4B DETAIL "A" ;10 03 INSTALL 2" C — — — —C — — — —G. __ N 1700---G —-- 07 04 ----� ----5 — �(--- — — —co 04,07 DETAIL "A" R9 -3a T — — — —' —-R9=-3b(RT) 06 ° ° EX R/W _S•3l M EX R/W 2 SIGN LEGEND! r\J INSTALL 2" C 5 EX R/W R9 -3a USE c=> CROSSWALK R9-3b(RT) T -- --- INSTALL 2" C 2#10 (LUM) i R3-4 4=2 USE CROSSWALK R9-3b(LT) SioverAve Fm� 15300 BeechAve 10500 EX R/W 5 285TO OMIT UNE — 9+00-- EX R/W North 20 10 0 20 40 60 SCALE 1"=20' TRAFFIC SIGNAL GENERAL NOTES 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED 2010) AND STANDARD PLANS (DATED 2010), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, 2012 EDITION. 2. LOCATION OF ALL UNDERGROUND FACIlJT1ES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATINS UNTIL CLEAR OF ANY 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" RIGID METAL UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL MAKE APPUCA11ON FOR ELECTRIC SERVICE AND SCHEDUUNG WITH SOUTHERN CALIFORNIA EDISON COMPANY FOUR WEEKS IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKERS SYSTEMS IF NECESSARY. g, THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE MINIMUM RADIUS OF 10 FEET. 10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRAIN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. 13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND,OR SPECIFICATIONS FOR THIS PROJECT. 14. WHERE TRAFFlC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SECTION E. 15. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC SIGNAL CONSTRUCT1ON NOTES 0 4 6 v 8 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE "R" CABINET, RVP2 VIDEO DETECTION SYSTEM, AND APPURTENANT EQUIPMENT. CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD DRAWING 4001. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECT- RONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN. INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND SOUTHERN CAUFORNIA EDISON COMPANY REQUIREMENTS. INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPIICOM DETECTOR, (MODEL 711 OR EQUAL), PER DETAIL THIS SHEET AND AS DIRECTED BY THE ENGINEER. INSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 4004 AND AS DIRECTED BY THE ENGINEER. INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -7N. INSTALL 3" PVC CONDUIT WITH 1/4" POLY PULL ROPE PER SCE REQUIREMENTS. COORDINATE SERVICE WITH SCE (PAUL LARSON AT 909-357-6240 AND SCOTT FIELDER AT 909-357-6121). VERIFY PHONE NUMBERS AT 11ME OF CONSTRUCTION. CONSTRUCT 4" THICK PCC PAD ON COMPACTED NATIVE AROUND PROPOSED SIGNAL CONTROLLER AND SERVICE CABINETS. FURNISH AND INSTALL SIGN ON SIGNAL POLE AS SHOWN. MOUNTING SHALL BE PER CALTRANS STD. PLANS RS4. SERVICE ADDRESS: 15317 SLOVER AVENUE. FONTANA. CA 92337 ERT DIAL '� TWO VORKING BEFORE � (� DAYS BEFORE YOU DIG , .-, YOU DIG TOLL FREE t - 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 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 STANDARDS IN EFFECT. KOA CORPORATION 4 PLANNING & ENGINEERING 3190 C. Shelby Street Ontario, Califomia 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK: B.M. NO. 346 ELEVATION=1040.78' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS CITY OF FONTANA BENCHMARK 346 BEING A RAIL ROAD SPIKE SET IN POLE FOR STANDARD #740088E. 30FT WEST OF CENTERLINE BEECH AVE AND 660.1 FT SOUTH OF CENTERLINE SLOVER AVE. Prepared Under The Supervision Of : MING GUAN. R.C.E. 75793 CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL PLAN DRAWN BY: DESIGNED BY: CHECKED BY: SLOVER AVENUE AND B ' H AVENUE APP'0 / DATL G / CITY ENGINEER R.C.E. 51152 SCALE: As Noted DATE: DRAWING NO.: 5078 PHASE DIAGRAM NOT USED NOT USED f ---i 01 02 0304 & 04P lr 1 1 ) ...____ •-11. 05 06 & 06P 07 08 & 08P GA Chi MAS -4B DETAIL "A" ;10 03 INSTALL 2" C — — — —C — — — —G. __ N 1700---G —-- 07 04 ----� ----5 — �(--- — — —co 04,07 DETAIL "A" R9 -3a T — — — —' —-R9=-3b(RT) 06 ° ° EX R/W _S•3l M EX R/W 2 SIGN LEGEND! r\J INSTALL 2" C 5 EX R/W R9 -3a USE c=> CROSSWALK R9-3b(RT) T -- --- INSTALL 2" C 2#10 (LUM) i R3-4 4=2 USE CROSSWALK R9-3b(LT) SioverAve Fm� 15300 BeechAve 10500 EX R/W 5 285TO OMIT UNE — 9+00-- EX R/W North 20 10 0 20 40 60 SCALE 1"=20' TRAFFIC SIGNAL GENERAL NOTES 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED 2010) AND STANDARD PLANS (DATED 2010), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, 2012 EDITION. 2. LOCATION OF ALL UNDERGROUND FACIlJT1ES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATINS UNTIL CLEAR OF ANY 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" RIGID METAL UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL MAKE APPUCA11ON FOR ELECTRIC SERVICE AND SCHEDUUNG WITH SOUTHERN CALIFORNIA EDISON COMPANY FOUR WEEKS IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKERS SYSTEMS IF NECESSARY. g, THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE MINIMUM RADIUS OF 10 FEET. 10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRAIN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. 13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND,OR SPECIFICATIONS FOR THIS PROJECT. 14. WHERE TRAFFlC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SECTION E. 15. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC SIGNAL CONSTRUCT1ON NOTES 0 4 6 v 8 INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE "R" CABINET, RVP2 VIDEO DETECTION SYSTEM, AND APPURTENANT EQUIPMENT. CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD DRAWING 4001. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECT- RONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN. INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND SOUTHERN CAUFORNIA EDISON COMPANY REQUIREMENTS. INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPIICOM DETECTOR, (MODEL 711 OR EQUAL), PER DETAIL THIS SHEET AND AS DIRECTED BY THE ENGINEER. INSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 4004 AND AS DIRECTED BY THE ENGINEER. INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL "U", ES -7N. INSTALL 3" PVC CONDUIT WITH 1/4" POLY PULL ROPE PER SCE REQUIREMENTS. COORDINATE SERVICE WITH SCE (PAUL LARSON AT 909-357-6240 AND SCOTT FIELDER AT 909-357-6121). VERIFY PHONE NUMBERS AT 11ME OF CONSTRUCTION. CONSTRUCT 4" THICK PCC PAD ON COMPACTED NATIVE AROUND PROPOSED SIGNAL CONTROLLER AND SERVICE CABINETS. FURNISH AND INSTALL SIGN ON SIGNAL POLE AS SHOWN. MOUNTING SHALL BE PER CALTRANS STD. PLANS RS4. SERVICE ADDRESS: 15317 SLOVER AVENUE. FONTANA. CA 92337 ERT DIAL '� TWO VORKING BEFORE � (� DAYS BEFORE YOU DIG , .-, YOU DIG TOLL FREE t - 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 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 STANDARDS IN EFFECT. KOA CORPORATION 4 PLANNING & ENGINEERING 3190 C. Shelby Street Ontario, Califomia 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK: B.M. NO. 346 ELEVATION=1040.78' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS CITY OF FONTANA BENCHMARK 346 BEING A RAIL ROAD SPIKE SET IN POLE FOR STANDARD #740088E. 30FT WEST OF CENTERLINE BEECH AVE AND 660.1 FT SOUTH OF CENTERLINE SLOVER AVE. Prepared Under The Supervision Of : MING GUAN. R.C.E. 75793 CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL PLAN DRAWN BY: DESIGNED BY: CHECKED BY: SLOVER AVENUE AND B ' H AVENUE APP'0 / DATL G / CITY ENGINEER R.C.E. 51152 SCALE: As Noted DATE: DRAWING NO.: 5078