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HomeMy WebLinkAbout5525-1POLE AND EQUIPMENT SCHEDULE CD o N0.SIGNAL STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. POLE LOC. HPSV Luminare SHAFT MOUNTED REFLECTIVE STREET NAME SIGN (RSNS) TYPE HEIGHT M.A. LUMIN. M.A. MAST ARM POLE MTG. 0 QUAD A B (E)AO r pr 26-4-80 30' 45' *15' 2—MAS SV— 1—T SP-1—CS 6 2 EX. EX. 25OW Banana Ave (E) © 1—A 10' — — — TV— 1—T SP-1—CS 8 3 EX. EX. — — 19A-4-80� MAS SP -1 -CS (RL) � 3 Ek 250W Jurupa Ave (RL) (N).@ 26A-4-100 35 � 30 (SL) � 15 MAS SV -1—T 8 3 e 23 4 250W(N) �F J i-\ L) (N) @15TS 30' — 15' — SV-2—TA SP-1—CS (RL) 2 4 20' 4' 250W(N) — (E) O 29A-5-80 35' 55' 1 15' 3—MAS SV— 1—T SP-1—CS 2 4 EX. EX. 250W Banana Ave (E) ( 1—A 10' — TV— 1—T SP-1—CS 4 1 EX. EX. — — (E) 0 19A-4-80 35' 1 25' 15' MAS SV— 1—T SP-1—CS 4 1 EX. EX. 25OW Jurupa Ave (E)HO 1—A 10' — — — TV— 1—T SP-1—CS 6 2 EX. EX. — — ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. * STRAIGHT ARM LUMINAIRE SL = SPECIAL LENGTH TRAFFIC SIGNAL CONSTRUCTION NOTES: ❑1 EXISTING CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE "R" CABINET, SOLO PRO DETECTION, AND AUXIUARY EQUIPMENT TO REMAIN. CONTRACTOR SHAD_ FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN. n2 EXISTING TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND SOUTHERN CAUFORNIA EDITON COMPANY REQUIREMENTS TO REMAIN. ❑3 RELOCATE EXISTING MODEL 711 UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR FROM EXISTING MAST ARM TO PROPOSED MAST ARM PER DETAIL 'A' THIS SHEET AND AS DIRECTED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE NEW CABLING AS NEEDED. ® RELOCATE CITY FURNISHED IMAGE SENSOR UNIT FROM EXISTING MAST ARM TO PROPOSED MAST ARM AS DIRECTED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE NEW CABUNG AS NEEDED. F5 INSTALL NEW CANTILEVER STREET NAME SIGN MAST ARM ON NEW SIGNAL POLE AND RELOCATE EXISTING REFLECTIVE STREET NAME SIGN TO NEW CANTILEVER MAST ARM PER CITY OF FONTANA STANDARD PLAN NO. 4005. © FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES -7N, DETAIL U. ❑7 EXISTING 3" PVC CONDUIT WITH 1/4" POLY PULL ROPE. CONTACT SOUTHERN CALIFORNIA EDISON PRIOR TO BEGINNING OF WORK (909-357-6116). ® EXISTING 2"C TO TELEPHONE SERVICE FEED POINT. ❑9 RECONFIGURE EXISTING VIDEO DETECTION ZONES TO ACCOMMODATE NEW LANE CONFIGURATIONS. PROVIDE AERIAL UFT TRUCK AND OPERATOR TO AIM IMAGE SENSOR PER CITY OF FONTANA TRAFFIC SIGNAL TECHNICIAN'S DIRECTION. CONSTRUCTION NOTES (THIS SHEET): ® ABANDON, IF APPLIED TO CONDUIT, REMOVE CONDUCTORS. ® INSTALL CONDUIT INTO EXISTING PULL BOX. ® EQUIPMENT OR MATERIAL TO BE REMOVED COMPLETELY AND BECOME THE PROPERTY OF THE CITY WITH THE EXCEPTION OF THE BASES AND PULL BOXES. ® REMOVE AND SALVAGE EQUIPMENT. ® RELOCATE EQUIPMENT. MAST EMERGENCY VEHICLE PRE-EMPTION DETECTOR EMERGENCY VEHICLE PRE—EMPTION DETECTOR MOUNTING DETAIL N.T.S 0 to N rn 126+00 COMMENTS F=20' RFMOVF FOUNDATION ® EVP F1=22', F2=12' _ II I 00 Ex. S/W \ III II I I I� I JURUPA . TELE (A 06P EX. D/W 2 EX. E/P N EX. C/G 08P FX' OOW- - - _ -- --__ — T--—— �- - - - - - - _ _g - - - 127+ 2"C(TELEPHONE SERVICE) ---, — — — — 2"C(2-10)(LUM.)---., EX. S/W EX. C/G PROPOSED PHASE DIAGRAM 01 � 0X3 04 if 20' i L, 2' 05 0 � 07 08 41 - r Pr Pr P0 OF m SCALE: 1 " = 20' 10 0 10 20 30 Know what's below. Call before you dig. REV. *AA' 03 04Pv06 Oq � REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE \ I I EX. C/G EX. S/W I I W �0' PROP. C/G if 20' -PROP. R/W LIJ- L, 2' 6�R3-4 �\ A31 ■n� 4 Q 2 UD NT DETAIL PEDESTRIAN EQUESTRIAN PUSH BUTT N LOCATION (TOP VIEW) W we CURB/BERM FLOW UNEIf OR EDGE OF SHOULDER _ — — i � o0 z u B.Clt - I CK s I .B. N. mg: 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 ° AVENUE r PROP. S/W CONDUCTOR SCHEDULE AWG SIZE zi�Az�Azi\3\AAA�\ AA POLE OR CIRCUIT CABLE TYPE 3' 3' 3' 4' 4' 3' 4' 4' E E E E E E E E E E N N NOTE: ALL CABLING AND WIRING IS CONSIDERED EXISTING AND TO BE REUSED, UNLESS SHOWN OTHERWISE: 0 = NEW * = INSTALL NEW CONDUCTOR CABLE W/ NEW CONDUITS PROP. C/G CITY OF FONTANA TRAFFIC �I 9 -- — — — — — — — — — — t► -1 ,-11 07 08 ;t L 00K `� r a I, els c At FOUNDATION n L r .10 L ESS. P -OLE FOUNDATIO -1 T_ —EX- 12 WATER — — — - - — I—EX-36" IF6REE MAIN � - � — — — - — Ile — — — — — — —— -- — —-- - I�—O1—E*-1�"SEW +00 — — — — — — — — — — — — 129+00— — - - I I I I Icon I — p� + 0 4! 1LJ to -------------------- — --- -- 11 ----- F ----------------- -- 4 XI-- -- w M * I ILI cD L1 _ N EX 66" RCP SG -T Cn —+ �\ I �� - - - - - - - - - - - o _ — — — — — — — — — - rn _ — -TV30- SEWER � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- D �04P 6 02P E EX. S/W EX. C/G � � 1 ,�0 a b 77-- Z i I EDISON VAULT SERVICE FEED POINT. a I 1j:V , 14 I + I EX. C/G EX. S/W CD II o 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�pFESS/O,ygl Q ��PS JOSEPy��� Fes' w m No. 69467 * Exp. 6/30/18 jo civic �rF OF CA0F Prepared Under The Supervision Of TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 265 i Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com �'j (zlm °I %I THOMAS JOSEPH WHEAT R.C.E. No. 69467 Exp. 6/30/18 SIGNAL GENERAL NOTES: 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. 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 2015) AND STANDARD PLANS (DATED 2015), THE CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, 2014 EDITION. 3. 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 ANY OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 4. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5" x 30.5" x 30" DEEP (INSIDE) FIBERGLASS, HAVE LOCKING LIDS, AND BE LABELED COMMUNICATIONS. PULL BOXES AND SPUCE VAULTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT DETAILS FOR PULLBOX AND SPLICE VAULT INSTALLATION. 5. CONTRACTOR SHALL MAKE APPUCATION FOR ELECTRIC SERVICES AND SCHEDUUNG WITH SOUTHERN CAUFORNIA EDITON COMPANY FOUR WEEKS IN ADVANCE OF NEED. 6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. 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 SPRINKLERS SYSTEMS IF NECESSARY. 9. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES do UTIUZE PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 10. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCT ION. 11. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND UGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED OR USTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. 12. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFUCT OR POTENTIAL CONFUCT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 13. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SECTION E. 14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. SERVICE ADDRESS 16202 JURUPA AVE. CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL MODIFICATION DRAWN BY: JURUPA AVENUE SCALE: JC 1:20 DESIGNED BY: J 1 � DATE: C NANA AVENUE 09/08/16 CHECKED TJW APfTOVED BY' �, � L4� " 4z �7 DATE:, /7 DRAWING NO.: ') GIN R C.E. 51152 5525 � 0 ����� s iLL� EF5 IP W Irl r Pr Pr P0 OF m r pr PAAF OEM • vaveeevevave ©©©©vee©©©aa .: vv©©000©©ooa NOTE: ALL CABLING AND WIRING IS CONSIDERED EXISTING AND TO BE REUSED, UNLESS SHOWN OTHERWISE: 0 = NEW * = INSTALL NEW CONDUCTOR CABLE W/ NEW CONDUITS PROP. C/G CITY OF FONTANA TRAFFIC �I 9 -- — — — — — — — — — — t► -1 ,-11 07 08 ;t L 00K `� r a I, els c At FOUNDATION n L r .10 L ESS. P -OLE FOUNDATIO -1 T_ —EX- 12 WATER — — — - - — I—EX-36" IF6REE MAIN � - � — — — - — Ile — — — — — — —— -- — —-- - I�—O1—E*-1�"SEW +00 — — — — — — — — — — — — 129+00— — - - I I I I Icon I — p� + 0 4! 1LJ to -------------------- — --- -- 11 ----- F ----------------- -- 4 XI-- -- w M * I ILI cD L1 _ N EX 66" RCP SG -T Cn —+ �\ I �� - - - - - - - - - - - o _ — — — — — — — — — - rn _ — -TV30- SEWER � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- D �04P 6 02P E EX. S/W EX. C/G � � 1 ,�0 a b 77-- Z i I EDISON VAULT SERVICE FEED POINT. a I 1j:V , 14 I + I EX. C/G EX. S/W CD II o 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�pFESS/O,ygl Q ��PS JOSEPy��� Fes' w m No. 69467 * Exp. 6/30/18 jo civic �rF OF CA0F Prepared Under The Supervision Of TJW ENGINEERING, INC. Traffic Engineering & Transportation Planning Consultants 6 Venture, Suite 265 i Irvine, CA 92618 t: (949) 878-3509 f: (949) 878-3593 www.tjwengineering.com �'j (zlm °I %I THOMAS JOSEPH WHEAT R.C.E. No. 69467 Exp. 6/30/18 SIGNAL GENERAL NOTES: 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. 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 2015) AND STANDARD PLANS (DATED 2015), THE CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, 2014 EDITION. 3. 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 ANY OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 4. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5" x 30.5" x 30" DEEP (INSIDE) FIBERGLASS, HAVE LOCKING LIDS, AND BE LABELED COMMUNICATIONS. PULL BOXES AND SPUCE VAULTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT DETAILS FOR PULLBOX AND SPLICE VAULT INSTALLATION. 5. CONTRACTOR SHALL MAKE APPUCATION FOR ELECTRIC SERVICES AND SCHEDUUNG WITH SOUTHERN CAUFORNIA EDITON COMPANY FOUR WEEKS IN ADVANCE OF NEED. 6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. 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 SPRINKLERS SYSTEMS IF NECESSARY. 9. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES do UTIUZE PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 10. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCT ION. 11. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND UGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED OR USTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. 12. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFUCT OR POTENTIAL CONFUCT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 13. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SECTION E. 14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. SERVICE ADDRESS 16202 JURUPA AVE. CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL MODIFICATION DRAWN BY: JURUPA AVENUE SCALE: JC 1:20 DESIGNED BY: J 1 � DATE: C NANA AVENUE 09/08/16 CHECKED TJW APfTOVED BY' �, � L4� " 4z �7 DATE:, /7 DRAWING NO.: ') GIN R C.E. 51152 5525 � 0