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HomeMy WebLinkAbout2945-1♦ ALL CONDUCTORS ARE NEW AND ALL CONDUIT ARE EXISTING. EX LOOPS (2) SC EX. 41 (1 1 /2”) C.,2DLC &1 BARE #10 TRAFFIC SIGNAL AND LIGHTING GENERAL NOTES F -A. -ri `i i/L ) C., 3DLC &1 BARE #10 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1999). 2. LOCATIONS OF ALL UNDERGROUND UTILITITES ARE APPROXIMATE. THE CONTRACTOR SHALL 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, 48 HOURS BEFORE DIGGING. 3. PROPOSED VEHICLE INDICATIONS SHALL BE 300mm (12"). 4. EXISTING LIGHTING SHALL REMAIN IN OPERATION FOR THE DURATION OF THE CONSTRUCTION OF THIS PROJECT. 5. EXACT LOCATION OF EQUIPMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 6. THE CONTRACTOR SHALL RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTION PER SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE ENGINEER. 7. OPTICOM DETECTORS SHALL BE INSTALLED PER DETAIL "A", THIS SHEET, AND AS DIRECTED BY THE ENGINEER. 8. PROPOSED TRAFFIC SIGNAL LOOPS SHALL BE TYPE E, AS SHOWN AND SHALL BE CENTERED IN THE TRAVEL LANE. l MAST -ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR ®ET©IL "0" FOOTHILL GA. -FI �I ISL T -- C., 4 DLC EX LOOPS (10) FRL]EXISTING 40' (12.2) SIG MAST ARM COMPLETE TO POLE LOCATION O EXCEPT RL EXISTING MAST -ARM -MOUNTED VEH HEAD, SNS, AND OPTICOM DETECTOR TO PROPOSED SIG MAST ARM. FURNISH AND INSTALL ADDITIONAL 07 VEH HEAD, AS SHOWN. EX LOOPS (2) EX. 41 (1 1 C., 2 DLC BARE EX LOOPS (2) EX. 41 (1 1 /: C., 3 DLC 6 BARE � EX. 41 (1 1/2 )J) C., 3 DLC & 1 BARE #10 EX LOOPS (6) wwm w Ei 0% a wws� wEw■ ■® POLE SCHEDULE CONDUCTOR Q STANDARD TABLE LUMINAIRE PED PUSH BT. SIGNAL MOUNTING S.N.S. PLACEMENT CIRCUIT OR C TYPE HT. SIG. RUNS H.P.S.V. TYPE PHASE 1 2 3 4 5 6 7 8 9 AWG. POLE 200W POLE OA 1-1 1-1 1-1 1-1 SP -1-T Citrus Ave EXISTING B 1-A POLE OB - 1-1 1-1 1-1 6 S TV 1- N SP -1 -CS - EXISTING -,,,C-', 26-4-129(80) 10.7 35 12.2(40' Rj 4.615 20OW B m POLE OC N 2-MAS 1-1 1-1 Foothill Blvd R EXISTING EX. F DIST = 4.615' 0 1-A 3.010' - - - B 8 W N-2- N SP -1-T - POLE E 26-4-129 80 10.7(35') 13.7 45' 4.615' 20OW B 8 z SP -1-T Citrus Ave EXISTING F 1-A 3.010' - - - 0 c POLE OE N W-1 N SP -1-T 1-1 1-1 G 26-4-129 80 N 13.7 45' N 4.615' 20OW B 2 N SV -1-T, 2 -MAS N SP -1-T Foothill Blvd R POLE PROP, F DIST = 4.605L H 1-A 3.010 - - - B 4 o SP -1-T - EXISTING z c POLE POLE OH 1-1 1-1 1-1 1-1 1-1 TOTAL 1-1 2-2 3-3 4-4 5-5 4-4 3-3 2-2 1-1 #10 LUMINAIRE 2 2 2 2 2 2 #8 BARE GROUND 1 1 1 1 1 1 1 1 1 #10 IBARE GROUND I I 1 1 1 i 1 1 1 1 1 1 1 01 DETECTOR 2 o g 02 DETECTOR 5 5 5 5 5 W 03 DETECTOR 2 2 2 o Q 04 DETECTOR 4 4 4 my 05 DETECTOR 2 2 2 2 2 a ? 06 DETECTOR 4 W 07 DETECTOR 2 2 2 08 DETECTOR 4 4 1 4 TOTAL 6 6 13 13 13 1 13 7 7 OPTICOM CABLE T -7 -f- 1 2 1 2 1 2-1 2 1 1 1 1 CONDUIT SIZE 78 (3„) 78 (3„� 78 (3„� 78 (3"� 102 (4") 102 (4„) 63 21' 78 (3") 63 2' ♦ ALL CONDUCTORS ARE NEW AND ALL CONDUIT ARE EXISTING. EX LOOPS (2) SC EX. 41 (1 1 /2”) C.,2DLC &1 BARE #10 TRAFFIC SIGNAL AND LIGHTING GENERAL NOTES F -A. -ri `i i/L ) C., 3DLC &1 BARE #10 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1999). 2. LOCATIONS OF ALL UNDERGROUND UTILITITES ARE APPROXIMATE. THE CONTRACTOR SHALL 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, 48 HOURS BEFORE DIGGING. 3. PROPOSED VEHICLE INDICATIONS SHALL BE 300mm (12"). 4. EXISTING LIGHTING SHALL REMAIN IN OPERATION FOR THE DURATION OF THE CONSTRUCTION OF THIS PROJECT. 5. EXACT LOCATION OF EQUIPMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 6. THE CONTRACTOR SHALL RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTION PER SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE ENGINEER. 7. OPTICOM DETECTORS SHALL BE INSTALLED PER DETAIL "A", THIS SHEET, AND AS DIRECTED BY THE ENGINEER. 8. PROPOSED TRAFFIC SIGNAL LOOPS SHALL BE TYPE E, AS SHOWN AND SHALL BE CENTERED IN THE TRAVEL LANE. l MAST -ARM MOUNTING CLAMP FOR MODEL 711 OPTICAL DETECTOR ®ET©IL "0" FOOTHILL GA. -FI �I ISL T -- C., 4 DLC EX LOOPS (10) FRL]EXISTING 40' (12.2) SIG MAST ARM COMPLETE TO POLE LOCATION O EXCEPT RL EXISTING MAST -ARM -MOUNTED VEH HEAD, SNS, AND OPTICOM DETECTOR TO PROPOSED SIG MAST ARM. FURNISH AND INSTALL ADDITIONAL 07 VEH HEAD, AS SHOWN. EX LOOPS (2) EX. 41 (1 1 C., 2 DLC BARE EX LOOPS (2) EX. 41 (1 1 /: C., 3 DLC 6 BARE � EX. 41 (1 1/2 )J) C., 3 DLC & 1 BARE #10 EX LOOPS (6) wwm w Ei 0% a wws� wEw■ ■® POLE SCHEDULE ■ Q STANDARD MASTARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING S.N.S. PLACEMENT REM=ARKS C TYPE HT. SIG. LUM. H.P.S.V. TYPE PHASE QUAD VEHICLE PED. MESSAGE A B A 26-4-129(80) 10,7 35' 15.2(50') 4.615' 200W B 4 E SV -11-01 2 -MAS SP -1-T Citrus Ave EXISTING B 1-A 3.010 - - - B 6 S TV 1- N SP -1 -CS - EXISTING -,,,C-', 26-4-129(80) 10.7 35 12.2(40' Rj 4.615 20OW B 6 S V-1- N 2-MAS [N[ SP -1-T Foothill Blvd R EXISTING EX. F DIST = 4.615' D 1-A 3.010' - - - B 8 W N-2- N SP -1-T - EXISTING E 26-4-129 80 10.7(35') 13.7 45' 4.615' 20OW B 8 W SV -1-T, 2 -MAS SP -1-T Citrus Ave EXISTING F 1-A 3.010' - - - B 2 N W-1 N SP -1-T - EXISTING G 26-4-129 80 10.7(3 13.7 45' N 4.615' 20OW B 2 N SV -1-T, 2 -MAS N SP -1-T Foothill Blvd R EXISTING PROP, F DIST = 4.605L H 1-A 3.010 - - - B 4 E TV -1-T SP -1-T - EXISTING ® ALL EQUIPMENT IS EXISTING, UNLESS OTHERWISE NOTED: [N] = NEW [R] = RELOCATED X 78C, SCE ERVICE RS EX. 30' (9.1) SIG MAST ARM COMPLETE ONDUCTORS EXCEPT Eg MAST -ARM -MOUNTED VEH /__E.'�TO HEAD, SNS, AND OPTICOM DETECTOR RELOCATED SIG MAST ARM. FURNISH EX. SIC CONDUIT AND CONDUCTORS TO JUNIPER TO REMAIN EX. 41 (1 1/2 C., 2 DLC & 1 BARE #10 BARRIER PHASE DIAGRAM 4 - 3 4 PHASE 1 PHASE 2 PHASE 3 PHASE 4 SER VICE ADDRESS: 8085 Cl TRUS A VENUE Ci tru sFo o th ill Si gn a/. d wg � D oYEARS AW evvwwvm DIAL TWO WORKING BEFORE .u• DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT f [PHASE 51 PHASE 61 PHASE 71 PHASE 8 EX LOOPS (4) EX LOOPS (6) CONSTRUCTION NOTES E -MODIFY EXISITNG TYPE 170 CONTROLLER CABINET TO PROVIDE THE INTENDED OPERATION SHOWN. F21 - RS EX 3-8" VEH HEAD AS DIRECTED BY THE STATE'S REPRESENTATIVE AND INSTALL NEW 3-12" VEH HEAD AND FRAMEWORK. EX. 41 (1 1/2 tp) C., 3 DLC & 1 BARE #10 SC EX LOOPS (2) EX. 41 (1 1/2 11) C., 2 DLC & 1 BARE #10 BREAK - SEE BELOW LEFT ry EX. 41 (1 1 /2") C., 2 DLC & 1 BARE #10 EX LOOPS (2) AN U Q SCALE: 1; 240 (1 "=20') METERS (APPROX.) 6 3 0 6 12 18 FEET 20 10 0 20 40 60 NOTE: ALL DIMENSIONS ARE METERS UNLESS OTHERWISE NOTED. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY .� � `w Im - v � � rte® v v c m I %a" ■ SER VICE ADDRESS: 8085 Cl TRUS A VENUE Ci tru sFo o th ill Si gn a/. d wg � D oYEARS AW evvwwvm DIAL TWO WORKING BEFORE .u• DAYS BEFORE YOU DIG YOU DIG TOLL FREE 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 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. ��oQ�ol:EssloyAlF CLYDE ELWYN ��� SWEET, JR.AWMAWAAMAMM~ LQ No. 26690 EXP. 3-31-04 sj CIVIL �Q ATF OF CAI����� Prepared Under The Supervision Of : p � Date : l--2S"-o2 CLYDE E. SWEET, JR. R.C.E. 26690 CITY OF FONTANA CALIFORNIA , TRAFFIC Sl GNA L M ODI FI CA TION PLAN DRAWN BY: AL CI T U AVENUE AND F p THIL ` IQ�IEVARD (SR66) SCALE: SEE PLAN DESIGNED BY: AL/ DATE: 12121101 CHECKED BY: EL ROVED BY: �-"��'�� DRAWING NO.. 2945 ITY ENGINEER R.C.E. 51152 DATE: CAL TRANS PERMIT NO. 08--07—N—SN-075c9