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HomeMy WebLinkAbout4172-1CONDUCTOR SCHEDULE :.' .CIRCUIT LUMINAIRE HPSV MAMAMAN000 PUSH BT -E — �► 01 02 03 04 Wn E, OY 05 1 06 1 07 1 08 PHASE QUAD MAS ARM POLE • /P B 29-5-100(N) 30' i 15'(N) 250W(N) B(N) -POLE_ N 3-MAS(N) 3 0 1 SP-1-CS(N)** Santa Ana Ave(R) 21' 4' I 10' - - NX B(R) 6 E f TV-2-T(R)* SP-1-CS(N)** 1111111111211101 25' 4' © 26-4-129 30' 35' 15' 250W B 6 E 2 -MAS SV -1-T SP -1 -CS Sierra Ave 11' 3' 1-A 10' - - - B 8 S - 111111111021111111 SP -1 -CS - 10' 3' 61-5-129 30' 65' 1 15' 250W - - - 3 -MAS SV -1-T SP -1 -CS Santa Ana Ave 18' 3' 1-A 10' - - - B 2 W - TV -2-T SP -1 -CS - 25' 4' © 26-4-129 • o©o©o©©v©o 15' 250W B 2 W 2 -MAS SV -1-T SP -1 -CS �-OPTICOM CABLE00©©0000��! 22' 3' 1-A 10' - - - B 4 N - TV -2-T SP -1 -CS 1 14' 3' PPB POST 1 40" 1 1 B 8 S 1 23' 1 3' CONDUIT CONDUIT (R) - REUSE EX. SIGNAL COND. CABLE (N) - NEW PHASE DIAGRAM LUMINAIRE HPSV T r PUSH BT -E — �► 01 02 03 04 I E, OY 05 1 06 1 07 1 08 0 cV 1' TRIANGLE sl) 6' DIA. J a U TYPE E LOOP DETECTOR SAWCUT DETAIL N GRAPHIC SCALE 20' 0 10' 20 +d ( IN FEET ) I inch = 20' !t. w 1-S-06 EX. 1.5 1 DLC ; _ -� <t 1 I �x EX. 1.5" 1 W D Uj 0 C/Gi ` r� I 150 > 15' 11' 11' 10' 111' 6' 13' 11' '16' 10' i 1 I I N �N M 5;2p EX. 1.5" 2 DLC , f R/W 5' 6' c 3 -S -06- d; R7 i (CA i 2-S106 LUMINAIRE HPSV PED PUSH BT VEHICLE SIGNAL MOUNTING PED. S.N.S. MESSAGE PLACEMENT REMARKS E, OY HEIGHT SIG. M.A. LUM. M.A. TYPE PHASE QUAD MAS ARM POLE SIGNAL /P B 29-5-100(N) 30' i 15'(N) 250W(N) B(N) 4 N 3-MAS(N) 3 0 1 SP-1-CS(N)** Santa Ana Ave(R) 21' 4' I 10' - - NX B(R) 6 E f TV-2-T(R)* SP-1-CS(N)** 1 25' r 05 N EX. 2" 1 DLC /W 3 POLE SCHEDULE STANDARD LUMINAIRE HPSV PED PUSH BT VEHICLE SIGNAL MOUNTING PED. S.N.S. MESSAGE PLACEMENT REMARKS NO. TYPE HEIGHT SIG. M.A. LUM. M.A. TYPE PHASE QUAD MAS ARM POLE SIGNAL A B 29-5-100(N) 30' 55'(N) 15'(N) 250W(N) B(N) 4 N 3-MAS(N) SV-1-T(N) SP-1-CS(N)** Santa Ana Ave(R) 21' 4' 1-A(R) 10' - - - B(R) 6 E - TV-2-T(R)* SP-1-CS(N)** - 25' 4' © 26-4-129 30' 35' 15' 250W B 6 E 2 -MAS SV -1-T SP -1 -CS Sierra Ave 11' 3' 1-A 10' - - - B 8 S - TV -2-T SP -1 -CS - 10' 3' 61-5-129 30' 65' 1 15' 250W - - - 3 -MAS SV -1-T SP -1 -CS Santa Ana Ave 18' 3' 1-A 10' - - - B 2 W - TV -2-T SP -1 -CS - 25' 4' © 26-4-129 30' 40' 15' 250W B 2 W 2 -MAS SV -1-T SP -1 -CS Sierra Ave 22' 3' 1-A 10' - - - B 4 N - TV -2-T SP -1 -CS 1 14' 3' PPB POST 1 40" 1 1 B 8 S 1 23' 1 3' (R) - RELOCATE EXISTING * NEW MOUNTING WITH 1 NEW AND 1 REUSED VEHICLE HEAD (N) - (NEW) ** NEW PED. HEADS WITH COUNTDOWN TIMERS (SEE SPECIAL PROVISIONS) BASE OF BEA WAM. �u 1HE BEARINGS SHOWN HEREON ARE 84S£D ON THE BEARING OF TH£ CENTERLINE _ OF JUNIPER AVENUE BEING N 00.2242" W PER RECORD OF SURVEY NO. 04-200 FILED IN BOOK 122 PAGE 50 OF MAPS, RECORDS OF SAN BERNARD/ND - COUNTY. p BEA CHMARK• CITY OF FONTANA B.M. CHISELED BOX IN EASTERLY TOP OF CURB OF TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND COURT, 500 FEET SOUTH OF SLOVER AVENUE ELEVATION = 1077.400' DIAL TWO WORKING CITY OF FONTANA B.M. NO. 296 BEFORE DAYS BEFORE A BOAT NAIL SET IN SIDEWALK AT THE NW YOU DIG YOU DIG CORNER OF THE INTERSECTION OF SIERRA TOLL FREE -800-226-2600 AVENUE do THE BRIDGE (N/O SLOVER AVENUE) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION TION = 1137.71 1967 LIJ - No. TR001647 0 ,�Exp.9/30T�, 1RAFF OF CALF 03 Q Im R/W C/G ccx W a R73-5 (CA)t1 02 i EX. HDPE AND CITY FIBER i I i ! ' EX. COMM 2 VAVL.7 ;i Ex'. SIC I EX. SCHEDULE j I / SERVICE RUN tom' O `jam SCE HANDHOU 0 I `I' i 24 R73 - (CA) io l f I 'IAC H } 4 �04P�AB i01 EX. 2' CONSTRUCTION NOTES E EXISTING TYPE "R" CABINET WITH BATTERY BACKUP SYSTEM TO REMAIN. a EXISTING 120/240 VOLT TYPE III -CF SERVICE WITH 120, 50AMP METERED SIGNAL CIRCUIT, 30 AMP UNMETERED LIGHTING AND ONE TYPE V P.E. CONTROL UNIT. TO REMAIN. RELOCATE EXISTING TYPE 1-A POLE (10') AND SIGNAL EQUIPMENT COMPLETE. REMOVE EXISTING FOUNDATION. ® REMOVE AND SALVAGE EXISTING TYPE 29 POLE, 55' MA, LUMINAIRE AND MASTARM, AND SIGNAL EQUIPMENT. RELOCATE EXISTING EVP EQUIPMENT AND SIGNAGE ON NEW MAST ARM. REMOVE EXISTING FOUNDATION AND BACKFILL AND COMPACT TO 95% COMPACTION. LOOP DETECTOR PLACEMENT DETAIL LEFT 30' 15' 10' 1' TURN LANE TYP. TYP. TYP. TYP. THROUGH 10' LANE TYP. THROUGH DIRECTION LANE OF TRAVEL AVENUEEX. 2" 1 DLC I- VIN 1 J _ -----tom-- #5 3-W-08 C/G in in I �_J 00 N — .- C-4 \ J 1 � 2-yyL03:= --:-03— - 26 ---- --- — __ I , - -------------- --- - - to G - - - i F=2' O / IL 02 H 7 ;-- 5-N-02 l RC _ 3-N-02 — EX. ;1.5" 5 DLC 0 -- i C�l L01 I L0 ( I, z --, - R/W LIMIT LINE OR CROSSWALK EX. 2" 1 DLC #5 TRAFFIC SIGNAL GENERAL NOTES 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED MAY 2006) 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 NEW PULLBOXES SHALL BE No.6 AND NEW CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE SHOWN. ! M N R/W � 4. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL k4l ' I i PLACEMENT. SEE ES -4C FOR POLE LOCATION DETAIL. «:0 15 11 13 611'/)11 11 .11 14 i 5. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION 1.5" 2 DLC PRIOR TO COMMENCEMENT OF WORK. o 5 �J 62• i j t I 6. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY THE f-05 CONSTRUCTION TO THE SATISFATION OF THE ENGINEER " ' ` RECORD DRAWING 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 I RECORD DRAWING /4i08 3* e STANDARDS IN EFFECT. REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE 0 d- 7. ALL NEW VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL NEW PEDESTRIAN HEADS 01 j SHALL HAVE L.E.D. PEDESTRIAN MODULES AND COUNTDOWN TIMERS (SEE SPECIAL PROVISIONS). N -� r_1 -Ell X. 1.5" 1 DLC o0 j I 8. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW o CONSTRUCTION. o, 2-N-02' 9. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND ° LIGHTING AS SHOWN ON THE PLANS, GREGI i nonYIGIO S. - >lEX. 1.5" 1 DLCI 10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL o i CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 1-N-021 i ! 0 / 0 SERVICE ADDRESS: 16964 Santa Ana Ave a U PLANS PREPARED BY: QROFESS70 CITY OF FONTANA, CALIFORNIA �Q °� MAo R, y Fye VA Consulting, Inc.TRAFFIC SIGNAL MODIFICATION PLANS o 9� ENGINEERS PLANNERS SURVEYORS 0 No.45776 DRAWN BY: SCA�tl LE: 17801 CARTWRIGHT ROAD (949) 474-1400 TELNL SE:RRA AVENUE. AS Noted o * Exp. 12/31/06 CONSULTING IRVINE, CA 92614 (949) 261-8482 FAX AND /C° DESIGNED BY: DATE: m 0 410 CIVIL �`� UNDER THE SUPERVISION OF: KRR SANTA ANA AVEI�JE. 10-18-06 OF CHECKED APPROVED BY: DRAWING NO.: I 0,05 7 MOH MMAD R. HEIAT R.E.C. 45776 DATE KR DAA' i Z / .68819 X 0