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Home My WebLink About5513-1POLE AND EQUIPMENT SCHEDULE E U z � STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. POLE LOC. Luminare LE.D. MAST ARM MOUNTED I.I.S.N.S. COMMENTS �_ • , TYPE HEIGHT SIGNAL M.A. LUMIN. M.A. MAST ARM POLE MTG. 0 QUAD A B (E) CA )1 26-4-80 30' 40' 15' 2—MAS SV -1—T SP-1—CS — — EXISTING 20OW Jasmine St — (E) -_--_- 1—A 10' — — — TV— 1—T SP-1—CS 4 1 EXISTING — — — (E) (C 24-4-80 30' 35' 15' MAS SV -1—T SP-1—CS — — EXISTING 20OW Slover Ave — (E)�}D 2 PPB 4' — — — — — 4 1 EXISTING — — — (E) O 1—A 10' — — — TV -2—T SP-1—CS 1 2 EXISTING — — — (E)(F - 2 2 24-4-80 30' 40' 8'** 2—MAS SV -2—T SP-2—CS IKE) I(E) 1111� 2 EXISTING 250W Jasmine St — (E) 1O 17-3-80 30' 25' 15' MAS SV -3—T SP-1—CS 8 3 EXISTING 20OW Slover Ave — (E) = EXISTING (RL) = RELOCATE ** = STRAIGHT ARM LUMINAIRE a p = EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES •A • i 2(E) 4(RL)FLOW LINE OR EDGE aF I — TRAFFIC SIGNAL GENERAL NOTES: - 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF FONTANA STANDARD PLANS, CAI -TRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, (800) 227-2600, AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILTTIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILTTIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF OBSTRUCTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON CITY RIGHT-OF-WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE ENGINEER. 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBUC RIGHT-OF-WAY SHALL BE PROTECTED OR REPLACED. 5. SEE CALTRANS STANDARD PLAN ES -1A, ES -1B, AND ES -1C FOR SYMBOLS AND ABBREVIATION LEGENDS. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT, SIGNS, AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS OTHERWISE NOTED. 7. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. 8. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT. 9. ALL PULL BOXES SIZE SHALL BE NO. 5 UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. PULL BOXES IN UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE TRAFFIC BEARING TYPE. MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 500 FEET. 10. ALL CONDUITS SHALL BE 2 -INCH RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED. ALL CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 11. DETECTOR LOOPS SHALL BE PLACED PER COUNTY OF FONTANA STANDARD PLAN NO. 1201 AND CENTERED WITHIN THE DRIVING LANE UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT -TRACKING) SHALL BE APPROVED BY THE CITY PRIOR TO DETECTOR LOOP INSTALLATION. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE "E" PER STANDARD PLAN ES -5B. ALL CURB TERMINATIONS SHALL BE TYPE W PER STANDARD PLAN ES -51). DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 12. ALL CABLES AND CONDUCTORS SHALL BE CONTINUOUS WITH A MINIMUM OF 6 FEET OF SLACK INSIDE EACH PULL BOX UNLESS OTHERWISE NOTED. 20 FEET OF SIGNAL INTERCONNECT CABLE SLACK SHALL BE PROVIDED INSIDE THE CONTROLLER CABINET. 13. TRAFFIC SIGNAL INTERCONNECT CABLE (SIC) SHALL BE 6 -PAIR, AWG #20 CABLE UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCH. 14. ALL COMBINATION PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTIUZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL SECTION AND INDICATIONS SHALL BE 12 INCH. 15. ALL SIGNAL HOUSINGS, VISORS, AND BACKPLATES SHALL BE METAL VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE. 16. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER. 17. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. Know what's below. Call before you dig. ` I B.C.R.- a EM FOR 'A' AND `B' DIMENSIONS, SEE POLE SCHEDULE OR AS DIRECTED BY ENGINEER (TYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT LOCATIONS PROP. S/W PROP. C/G EX. C/G �---a RR9R-F�iVlf-1- ----------- --------- ---�- - - - 03 IN io * = ADD 3 NEW DLC'S FOR ADDITIONAL LOOPS 315' TO BACK OF X -WALK 92+00 IS) � n� i - :-R EX. C/G EX. 1.5-C: (1 DLC) --) 4 2 3 QUADRANT DETAIL PEDESTRIAN/EQUESTRIAN PUSH BUTTON LOCATION (TOP VIEW) EXISTING PHASE DIAGRAM 01 4 I I I 02 03 04 I * = ADD 3 NEW DLC'S FOR ADDITIONAL LOOPS AWG SIZE OR CABLE TYPE POLE OR CIRCUIT 0XW SIZE AND FAM MAA M -e 05 NOT USED �6 NOT USED 07 08 0 � A r 4' 0 2-C 12 C0NXXTOR 3 CMIXI OR SLOVER "ENUE T`YP nF E EX. C/GR//W SCHEDULE UNLESS OTHERWISE SHOWN. PROPN * = ADD 3 NEW DLC'S FOR ADDITIONAL LOOPS AWG SIZE OR CABLE TYPE POLE OR CIRCUIT 0XW SIZE AND FAM MAA M -e (E) (E) (E) (E) (E) (E) 0 0 � A r 4' 0 2-C 12 C0NXXTOR 3 CMIXI OR M ---_--_--_--_- EX. C/G 185' TO BACK 1 - EX. C/G EX. 1.5'C: (1 DLC) EX. S/W OF X -WA K 4 R9--3 R93- 3bP(L) IX• S/W EX. 1.5•C: (1 DLC) 94+ 0 r 1 OR. � D -_--_- E _ 1 1 N __ = 1 1 --_ _— �% TOTAL 24 cC - -EX.- 6 SIGNAL ry on. !0 nl rel - EX. C/G EX. C/G DL S/W 1 .-R/W- - - �8P 08 01P ��O2 N I I 27' 3-01 24' 1-01 4 12' 16' CONDUCTOR SCHEDULE UNLESS OTHERWISE SHOWN. * = ADD 3 NEW DLC'S FOR ADDITIONAL LOOPS AWG SIZE OR CABLE TYPE POLE OR CIRCUIT 0XW SIZE AND FAM MAA M -e (E) (E) (E) (E) (E) (E) 0 0 � A r 4' 0 2-C 12 C0NXXTOR 3 CMIXI OR POLE- A ---_--_--_--_- EX. C/G 1 - EX. C/G EX. 1.5'C: (1 DLC) EX. S/W 4 R9--3 R93- 3bP(L) IX• S/W EX. 1.5•C: (1 DLC) - - _ 1 1 1 — 1 1 1 1 = = 13z, 1 OR. � D -_--_- E _ 1 1 F __ = 1 1 --_ _— G TOTAL 24 11 27686 10 6 SIGNAL - - - - - 2 10 LUMINAIRES 2 2 2 2 2 2 DLC (TYPE B) 01 DETECTORS * ® ® - - 02 DETECTORS - - - - 2 2 03 DETECTORS - 2 - - 2 2 3 04 DETECTORS 3 3 05 DETECTORS _ _ _ 06 DETECTORS - - - - - - 07 DETECTORS - - - 2 2 2 08 DETECTORS - 2 - - 1 2 2 TOTAL 3 7 - 5 114 14 EVP CABLE 1 2 1 1 3 4 CONDUIT FILL PERCENTAGE W — — — — — — r` 95+0 96+00 PO 97+00 100+00- 1 103 7 �, N 2 285' TO BACK � c--s� 14 OF X -wax - - -M r, 03 04 - - - L,�, EX. 4 -SECTION HEAD 4 01 04AAf 04P - 01 o 1 ` / 5 A 6 EX. 2.5"C W/ 26(SIG.) EX. C/G EX. DWY EX. 1.5"C: (2 DLC) E 3 I R9-3 AND 2j1O(LUM.) EX. C/G EX. C/G 0 1 P I I n 4 R9-3bP(R) EX. C/G p CALTRANS STANDARD NOTES: C j 1 I EX. 1.5•C: (2 DLC) ® ABANDON EXISTING EQUIPMENT IN PLACE. I 1 I I ® INSTALL NEW CONDUIT INTO EXISTING PULL BOX. ( 1 32' 8' 1 16' 16' II RELOCATE EXISTING EQUIPMENT. 1 ® I 1 � ® SPLICE NEW LOOP DETECTORS TO NEW DETECTOR LOOP CABLE L9 I 1 1 1 1-02 2-02 CONSTRUCTION NOTES (THIS SHEET): I 1 1 38' I 38' 10 RELOCATE EXISTING PEDESTRIAN PUSH BUTTON AND EQUIPMENT TO NEW LOCATION SHOWN. CONTRACTOR TO PLATE OVER EXISTING PUSH BUTTON HOLE. CONTRACTOR TO UTILIZE EXISTING 1 L PULL BOXES, WIRING, AND CONDUIT TO CONNECT INTO EXISTING SIGNAL SYSTEM. C 1 I r 20 FURNISH AND INSTALL LOOP DETECTOR AS SHOWN. SPUCE DETECTOR WIRE INTO NEW DETECTOR / 1 1 L _ LOOP CABLE FROM PULL BOX TO CABINET. I 1 172' 1 ❑3 FURNISH AND INSTALL SIGN ON MAST ARM PER CA MUTCD STANDARDS. ® FURNISH AND INSTALL SIGNS AND HARDWARE PER CALTRANS STANDARD PLAN RS -4. � 2i$ -IN 2 1 1 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. �o Q�OFESS/0 Id ��Q S, JaSEPy F�� I No. 69467 I " * Exp. 6/30/18 sT CIV1� �P 9TF OF CA1.��OQ/ Prepared Under The Supervision Of.: TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 265 Irvine, CA 92618 DRAWN BY: t:(949) 878-3509 f:(949) 878-3593 KM www.gwengineedng.com DESIGNED BY - KM Stn t- �, CHECKED BY. -JW 06JOSEPH WHEAT R.C.E. No. 69467F rip. 6 718 SCALE: 1 " = 20' 1 P6 10 0 10 20 30 CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL PLAN SLOVER AVENUE SQN` 1:20 AT DAIS JASMINE STREET 09/07/16 PAF ti e ti ALL CONDUCTORS AND CONDUITS ARE EXISTING, UNLESS OTHERWISE SHOWN. * = ADD 3 NEW DLC'S FOR ADDITIONAL LOOPS ❑ = NEW 33' G EX. C/G EX. C/G EX. 1.5'C: (1 DLC) EX. S/W 4 R9--3 R93- 3bP(L) IX• S/W EX. 1.5•C: (1 DLC) - - - RAW - - - - OR. � �8P 0El 8 07 =-- ' — --- -—_--_—_— -- — --_ _— - —_— - 02 10 R61-19(CA) I to '040 3 R61-7(CA) oo oO � e_ 0-4 ! - co r` 95+0 96+00 PO 97+00 100+00- 1 103 7 �, N 2 285' TO BACK � c--s� 14 OF X -wax - - -M r, 03 04 - - - L,�, EX. 4 -SECTION HEAD 4 01 04AAf 04P - 01 o 1 ` / 5 A 6 EX. 2.5"C W/ 26(SIG.) EX. C/G EX. DWY EX. 1.5"C: (2 DLC) E 3 I R9-3 AND 2j1O(LUM.) EX. C/G EX. C/G 0 1 P I I n 4 R9-3bP(R) EX. C/G p CALTRANS STANDARD NOTES: C j 1 I EX. 1.5•C: (2 DLC) ® ABANDON EXISTING EQUIPMENT IN PLACE. I 1 I I ® INSTALL NEW CONDUIT INTO EXISTING PULL BOX. ( 1 32' 8' 1 16' 16' II RELOCATE EXISTING EQUIPMENT. 1 ® I 1 � ® SPLICE NEW LOOP DETECTORS TO NEW DETECTOR LOOP CABLE L9 I 1 1 1 1-02 2-02 CONSTRUCTION NOTES (THIS SHEET): I 1 1 38' I 38' 10 RELOCATE EXISTING PEDESTRIAN PUSH BUTTON AND EQUIPMENT TO NEW LOCATION SHOWN. CONTRACTOR TO PLATE OVER EXISTING PUSH BUTTON HOLE. CONTRACTOR TO UTILIZE EXISTING 1 L PULL BOXES, WIRING, AND CONDUIT TO CONNECT INTO EXISTING SIGNAL SYSTEM. C 1 I r 20 FURNISH AND INSTALL LOOP DETECTOR AS SHOWN. SPUCE DETECTOR WIRE INTO NEW DETECTOR / 1 1 L _ LOOP CABLE FROM PULL BOX TO CABINET. I 1 172' 1 ❑3 FURNISH AND INSTALL SIGN ON MAST ARM PER CA MUTCD STANDARDS. ® FURNISH AND INSTALL SIGNS AND HARDWARE PER CALTRANS STANDARD PLAN RS -4. � 2i$ -IN 2 1 1 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. �o Q�OFESS/0 Id ��Q S, JaSEPy F�� I No. 69467 I " * Exp. 6/30/18 sT CIV1� �P 9TF OF CA1.��OQ/ Prepared Under The Supervision Of.: TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 265 Irvine, CA 92618 DRAWN BY: t:(949) 878-3509 f:(949) 878-3593 KM www.gwengineedng.com DESIGNED BY - KM Stn t- �, CHECKED BY. -JW 06JOSEPH WHEAT R.C.E. No. 69467F rip. 6 718 SCALE: 1 " = 20' 1 P6 10 0 10 20 30 CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL PLAN SLOVER AVENUE SQN` 1:20 AT DAIS JASMINE STREET 09/07/16 PAF ti e ti