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Home My WebLink About4227-2CONDUCTOR SCHEDULE A A.W.G. SIZE POLE ORRUNS fZi 4 CABLE SIZE CIRCUIT AlQQQQQQ POLE LOCATION USED ► POLE a--� VEHICLE QQQ NO. WATTAGE QQ BUTTONS 0 POLE NOT LUMINAIRE MAST ARM POLE USED QUAD ARROW "A" "B" 0 ® REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW "COUNT DOWN" N 12 Pow fly 7 fly 8 O29A-5-100 35' 50' 15' 25OW (SEE BELOW) MAS, MAS, MAS SV -1-T SP-1-CS(R) POLE W LT 12' 4' F=15' 1 1A 1 - 1 1 -- C C T 0 O N R D S 3 C T- o S POLE INSTALL SIGN O17A-2-100 35' 20' 15' POLE- (SEE BELOW) MAS SV -1-T SP-1-CS(R) 4 N LT 12' 4' OTYPE - POLE - 15' 250W - - SV -1-T SP-1-CS(R) 6 E RT 12' 4' POLE- O29A-5-100 1 50' 15' 250W (SEE BELOW) MAS, MAS, MAS SV -1-T SP-1-CS(R) 6 - POLE 12' 4' F=15' OTYPE 1A 10' - - - - - TV -1-T TOTAL CABLES 12C/3C 1 1 2 2 3 3 4 4 4 4 4 4 4 4 1 1 20' 15 # 10 LUMINAIRES 2 2 2 2 2 - 2 - - 2 2 2 VIDEO 6PR #19 CABLE 1 1 2 2 2 2 2 - 4 1 1 - OPTICOM CABLE 1 1 2 2 2 2 2 - 4 - 1 - CONDUIT SIZE 3" 3" 3" 4 4' 4 4' 4 4 3" 3" 3" (N) = NEW (N) (N) (N) (N) (N) (N) (N) I (N) (N) (N) (N) I (N) ♦ ALL CONDUCTORS ARE NEW L _R 01 02 f?S 3 fZi 4 NOT � PED PUSH POLE LOCATION USED ► POLE a--� VEHICLE 0 NO. WATTAGE STREET NAME SIGN BUTTONS SEE DETAIL HEREON COMMENTS NOT LUMINAIRE MAST ARM POLE USED QUAD ARROW "A" "B" 0 ® REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW "COUNT DOWN" 0r, QS 6_,l fly 7 fly 8 LEGEND M - PROPOSED WIDE AREA VIDEO CAMERA (CITY FURNISHED) -_k - EXISTING WIDE AREA VIDEO CAMERA (TO BE REMOVED) LTJ J - RELOCATED EMERGENCY VEHICLE PREEMPTION (EVPE) EXISTING EMERGENCY VEHICLE PREEMPTION (EVPE) R/W - VIDEO DETECTION ZONE E9POLE COMPLETE EXCEPT RL PED HEAD TO LOCQF 19POIF COMPLETE EXCEPT RL PED HEAD, AND EVPE TO LOC QE CYPRESS AVENUE- Lo II IIS III 30' U POLE SCHEDULE ■ r- i STANDARD LUMINAIRE NON -ILLUMINATED SIGNAL MOUNTING PED PUSH POLE LOCATION TYPE POLE MAST ARM LENGTH VEHICLE PEDESTRIAN NO. WATTAGE STREET NAME SIGN BUTTONS SEE DETAIL HEREON COMMENTS SIGNAL LUMINAIRE MAST ARM POLE 0 QUAD ARROW "A" "B" ® REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW "COUNT DOWN" HEIGHT (HPSV) (SNS) O29A-5-100 35' 50' 15' 25OW (SEE BELOW) MAS, MAS, MAS SV -1-T SP-1-CS(R) 2 W LT 12' 4' F=15' OTYPE 1A 10' - F7� INSTALL SIGN O17A-2-100 35' 20' 15' 250W (SEE BELOW) MAS SV -1-T SP-1-CS(R) 4 N LT 12' 4' OTYPE 30 35' - 15' 250W - - SV -1-T SP-1-CS(R) 6 E RT 12' 4' O29A-5-100 35' 50' 15' 250W (SEE BELOW) MAS, MAS, MAS SV -1-T SP-1-CS(R) 6 E LT 12' 4' F=15' OTYPE 1A 10' - - - - - TV -1-T SP-1-CS(R) 8 S RT 12' 4' @ G 17A-2-100 35' 20' 15 250W (SEE BELOW) MAS SV -1-T SP-1-CS(R) 8 S LT 12' 4' OTYPE J � TYPE ou � 30 ,s5 �— 35' - � 15' �� 250W zovw � - — � - — SV -1-T SP-1-CS(R) 2 W RT 12' 4' � e ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED: (R) =RELOCATED Raw � � Cypress 7200 s North West Corner RC�POLE COMPLETE EXCEPT RL PED HEAD, AND EVPE �TO LOC GQ 3 POLE COMPLETE EXCEPT RL PED HEAD TO LOCQH Q =(Baseline Ave 16400 South West Corner OFQBaseline Ave 16500 R/W North East Corner Cypress Ave 7300 South East Corner ■ � ._. , .fit �� ' • �� o 2 `- 6 ----------J yet • _ _ 10- 08- ;7, 1 4 , ---------- _ - -- —_ ' 0 LI — JI 00 r I .-17 _ C14 00 17W 1W171Y 17"WV 17--b� tT17"Y! CDU 08 < �x -- 0000 L --J---------- 14- N 8W W- 71 00 8•'w 811W t5"W N 1B.W B.W In 9 Y �- 4 .q- r- i CAN �2 25 3/8'-w N �--- J PLAN, PER CITY AND EDISON COMPANY REQUIREMENTS (SEE SPECIAL PROVISIONS). o to L___J R/W 20 t5 r I `nt3 �..1__ _________________________..I w B sel ne 1-03 I V 71-07 L ----------------------------- J rw w vo I 4 w w SII-- — — — — — — -__ 04-11111— w — — - — — — — - CAN - w CATV --` CAN �� CAQV CAN CAN 00 CAN CATV Q � _N ' ______________ i ��,�, � r 1 1 \ LT1 0 d' 25 3/8"W — 25 3/13"W(� 25 3/B"W �-- 25 3/8-W t 3 W f �� I' /8'W 25 3/8 W 25 3/8 W -------------- I 1 04- 6-1y�" C. & 96-SMFO CABLE TO OLEANDER AVE w tet- r------------- -,` ! `` w (SEE TRAFFIC SIGNAL INTERCONNECT PLANS V' 11 -+ 6 - _ 5 � 2 C., 2#6 (SIG) #8 ) t— ! �i I � Ln _ _ M - - C&G - sv TO BE DETERMIN - - - - - - - - - - - - 7 R3-4 �&G P6 Is�6 I 0 I 3 GENERAL NOTES BASELINE 1. Traffic Signal and Highwa Lightin shall conform to these plans, the Special Provisions, the City of Fontana Standard Details, and the State of California Standard Specifications RC POLE COMPLETE EXCEPT RL Section 86 (dated May 2006) and Standard Plans (dated May 2006). the California Manual on Uniform Traffic Control Devices for streets and highways, dated August 30, 2006. PED HEAD TO LOC D 0 2. Location of all underground facilities are approximate. The contractor shall pothole to determine the exact locations and verify all conditions on the �'ob site. Hand dig foundations until clear of any obstructions. Phone underground service alert at (800) 227-2600, two (2) working days before digging. 3. All pull boxes shall be No. 6 and conduit shall be 2" rigid metal unless otherwise shown. 4. Contractor shall make application for electrical service and scheduling with 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. [RC]POI E COMPLETE EXCEPT Eg PED HEAD, AND EVPE TO LOC @ 22' Ji V2' C I I 1 I t- I 1 I I Cd I I I I I U 1-2 2-2 4 34' 32' 6. All required construction permits shall be obtained from the City of Fontana Engineering HEADER CUT PROP R/W Division prior to commencement of work. 7. Contractor shall relocated and/or replace landscaping, sprinklers, and sidewalk affected by v the construction to the satisfaction of the Engineer. I 8. Controller cabinet shall not be subjected to water from sprinklers. Modify sprinkler systems if necessary. 9. All vehicle indications shall be 12" and have L.E.D. signal modules. All pedestrian heads shall EXISTING have L.E.D. pedestrian modules and utilize pedestrian countdown timers. 0.10' MIN. AC SURFACING 10. All existing traffic signals and lighting shall remain in operation until replaced with new I I construction. NEW A.C. 2 -SACK 11. Contractor to furnish all equipment, materials, and hardware to construct the traffic signal TACK COAT SLURRY BACKFILL I I and lighting as shown on the plans, except as noted "City Furnished" or listed as "City Provided" ALL EDGES (INITIAL POUR TO BE FLUSH I in the Special Provisions. WITH SURROUNDING SURFACE) 12. Contractor shall refer to the City Traffic Engineer in the event of a conflict or potential conflict with these plans and/or specifications for this project. 78(3") RIGID 13. Where traffic signal street crossing conduit is not installed using the boring method, trench METAL CONDUIT repairs shall be per City Standard Trench Repair Detail, and the Special Provisions, Section E. (INSTALLED WITH 1' MIN. COVER) AVENUE 14. Existing conduit shown not to be reused shall be abandoned. Existing pull boxes not shown CYPRESS to be reused shall be removed and become property of the contractor. Pole foundations shall be removed completely and backfilled to 95% compaction. TRENCH REPAIR DETAIL 15. The video detection zones shown hereon are not a physical installation. Exact location and configuration of the detection zones shall be determined by the Engineer in the field. Q O GRAPHIC SCALE 0 10 20 40 80 1 n 1 A 1 ( IN FEET ) 1 inch = 20 ft. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT #6E 2" C., 2#1O(LUM) 6-1y�" C& 96-SMFO 41 L2" C., 12-SMFO CABLE � RC POLE COMPLETE EXCEPT Eg PED HEAD, AND EVPE TO LOG QA RC POLE COMPLETE EXCEPTRL PED HEAD TO LOC@ A R/W CONSTRUCTION NOTES � R/W CABLE TO JUNIPER AVE (SEE TRAFFIC SIGNAL AVENUE INTERCONNECT PLANS) 75 a) J CROSS REFERENCES: w STREET IMPROVEMENT PLAN 19 OF 36 SEWER IMPROVEMENT PLAN 4 OF 6 »A" STORM DRAIN IMPROVEMENT PLAN 4 OF 12 COMMUNICATION CONDUIT PLAN 2 OF 5 Curb/Berm flow lire SIGNING AND STRIPING PLAN 3 OF 5 or edge of shoulder TRAFFIC CONTROL PHASE 1 2 OF 16 0 TRAFFIC CONTROL PHASE 2 6 OF 16 TRAFFIC CONTROL PHASE 3 11 OF 16 „ .„ rq DEMOLITION PLAN 2 OF 3 A �� o N 0 /�S w 1 BCR of CONSTRUCT NEW FOUNDATION FOR CITY FURNISHED TYPE "R" CABINET PER CITY STD. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �AS- 6Uc�T RECotZD DRAWING 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. 0 SERVICE ADDRESS: " w Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA Of QROFESS/p i �o �� EB kBASEL`NE AVENUE IMPROVEMENTS U E � 0 No. 37 DRAWN BY: TRAFFI C SI GNAL MODIFICATION PLAN SCALE: z BB 1" = 20' w . 6/30/08 2001 East First Street DESIGNED BY: BASELINE AVENUE DATE: m r Santa Ana, CA 92705 BB AT CYP ESS AVENUE 05-16-07 TEL: (714)568-7300 FAX: (714)836-5906 CHECKED B: AP OVED BY:� OF CA1-�F MR DRAWING NO.: rn 4227 3 CITY EN GI R. C.E. 51152 DATE: PLAN 4001. INSTALL NEW CABINET. RELOCATE CONTROLLER TO NEW CABINET. �2 RELOCATE TYPE III -BF SERVICE CABINET COMPLETE TO NEW LOCATION SHOWN ON THE POLE LOCATION DETAIL PLAN, PER CITY AND EDISON COMPANY REQUIREMENTS (SEE SPECIAL PROVISIONS). o �3 FURNISH AND INSTALL 3" PVC CONDUIT WITH PULLROPE PER EDISON COMPANY REQUIREMENTS. pFESS/p � �•4� ® REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW "COUNT DOWN" , S NI MODULES PER SPECIAL PROVISIONS. 5 REMOVE AND SALVAGE EXISTING TYPE "P" CABINET TO CITY AND REMOVE FOUNDATION. o� y oo N0. 72 -� Exp.12-31- u �6 INSTALL CITY FURNISHED SOLO -PRO IMAGE SENSOR UNIT PER CITY STANDARD DWG. 4004. C#V1V LU _ F7� INSTALL SIGN REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ISHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �AS- 6Uc�T RECotZD DRAWING 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. 0 SERVICE ADDRESS: " w Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA Of QROFESS/p i �o �� EB kBASEL`NE AVENUE IMPROVEMENTS U E � 0 No. 37 DRAWN BY: TRAFFI C SI GNAL MODIFICATION PLAN SCALE: z BB 1" = 20' w . 6/30/08 2001 East First Street DESIGNED BY: BASELINE AVENUE DATE: m r Santa Ana, CA 92705 BB AT CYP ESS AVENUE 05-16-07 TEL: (714)568-7300 FAX: (714)836-5906 CHECKED B: AP OVED BY:� OF CA1-�F MR DRAWING NO.: rn 4227 3 CITY EN GI R. C.E. 51152 DATE: