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HomeMy WebLinkAbout5480-1U a I 0 M N I 0 c0 M L0 Ln N N 0 c rn �N 0 0 i POLE AND EQUIPMENT SCHEDULE R. MI _ _N_ \ DRIVEWAY / 11 1 2 T 3 PEDESTRIAN/EQUESTRIAN PUSH BUTTON LOCATION (TOP VIEW) G R/W SITNG C/G J/• VALL '- PROPOSED C/G EXISITNG R/W A O REV. III ^m AAAFA AAAA DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG You D I G TOLLFREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING R/W EXISITNG C ' I I I li I c� POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS FOR THIS PROJECT. —4- TLr��2p 2 16110 VALLEY BOULEVARD 06p n OO 05 5 1 j08p j --------------.r: 0 8 / EY BLVD. DRIVEWAY r - iq J (V a LL - EXISITNG R/W PROPOSED R/W / STANDARDS TRAFFIC SIGNAL GENERAL NOTES: VEH. SIGNAL MTG. PED. SIG. P.P.B. POLE LOC. H.P.S.V. R.S.N.S. (SEE SPECIAL PROVISIONS) COMMENTS TYPE HEIGHT SIGNAL M.A. LUMIN. M.A. MAST ARM POLE MTG. 0 QUAD A B Luminare DA 29-5-80 30' 50' 15' 2—MAS SV -1—T SP-1—CS 6 2 EXISITNG 250W Citrus- CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. �8 1—A 10' — — — TV— 1—T SP-1—CS 8 3 EXISITNG — — — © 26A-4-80 35' 40' 15' 2—MAS SV -1—T SP-1—CS — — EXISITNG 250W Valley Blvd. — �D 1—A 10' — — — TV -1—T SP-1—CS 2 g 4 3 EXISITNG — — — 29-4-80 30' 50' 15' 2—MAS SV -1—T SP-1—CS 2 4 EXISITNG 250W Citrus Ave. — OF 1-A 10' - - - TV- 1-T SP -1 -CS 4 1 EXISITNG - - - © 61A -5-100(N) 35' 60' - — 15' 3—MAS(N) SV-1—T(N) SP-1—CS(N) 4 1 22' 4' 250W(N) Valley Blvd. (N) F1 =27',F2=1 2 1—A(N) 10 — — — TV-1—T(N) SP-1—CS(N) 6 2 24' 4' — — — R. MI _ _N_ \ DRIVEWAY / 11 1 2 T 3 PEDESTRIAN/EQUESTRIAN PUSH BUTTON LOCATION (TOP VIEW) G R/W SITNG C/G J/• VALL '- PROPOSED C/G EXISITNG R/W A O REV. III ^m AAAFA AAAA DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG You D I G TOLLFREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING R/W EXISITNG C ' I I I li I c� POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS FOR THIS PROJECT. —4- TLr��2p 2 16110 VALLEY BOULEVARD 06p n OO 05 5 1 j08p j --------------.r: 0 8 / EY BLVD. DRIVEWAY r - iq J (V a LL - EXISITNG R/W PROPOSED R/W / 1 � 3 02 01 08p 6 EXISTING R/W r1J EXISITNG C/G ---� ,. 1811 7T9 CID 07 `^ -r-- ------ C6 ® ------------- ------- INSTAL R73 5(CA) I 08 I l —EXISTING R73-6(CA) 03 I I — 4 — — — — d' � I If 89— I 07 EXISTING R73-6(CA) >4 1� i 04 8 0 1 �4 f. 3 10 03 F4 A ... b g (H EXISTING C/G 06P". I EXISTING R/W UCP PROPOSED C/G ' PROPOSED R/W 13' DATE I ENGR. I CITY I DATE I� R3-4 I I I Q ii 22' I 22' _ 1 11' 11' I 12' I 12' 4' 12' j Y! I II I I ii I I 531 " I 51' I I 8' cc 66' II 5g' 126' 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. io -EXISTING C/G EXISTING R/W 00 u7 SEAL E SS 101V engineering group, inc. 00 0 CONDUCTOR SCHEDULE AWG SIZE OR CABLETY''E CONSTRUCTION NOTES (THIS SHEET): TRAFFIC SIGNAL GENERAL NOTES: Q EXISTING TYPE 90 CONTROLLER ASSEMBLY, INCLUDING TYPE 'P' CABINET, AUTOSCOPE 1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM 3' DETECTION AND APPURTENANT EQUIPMENT. CONTRACFDR IS M PROMDE TIMING I TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S 3' SIGNAL kSING OF INTERSECTION IS M CMANGE. SPECIAL PROVISIONS, SECTION E, THE STANDARD PLANS AND SPECIFICATIONS OF THE 3' 3' STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUAL OF TRAFFIC CONTROL �2 EXISTING TYPE III -BF SERVICE EQUIPMENT ENCLOSURE. DEVICES, DATED 2014. F3 ®EXISTING POLE STANDARD TO CITY YARD 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 1 07 ®EXISTING POLE STANDARD FOUNDATION FONTANA ENGINEERING DIVISION PRIOR TO COMMENCENT OF WORK. ® REINSTALL EXISTING AUTOSCOPE CAMERA AND APPURTENANCES ON LUMINAIRE ARM 3. CJNTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO _ . AS DIRECTED BY CITY ENGINEER. CONSTRUCT THE TRAFFIC SIGNAL AND UGHT's" AS SHOWN ON THE PLANS, EXCEPT ANY ❑5 ®TO EXISTING CONDUIT, CONTRACTOR TO INSTALL NEW CABLES)/CONDUCTOR(S) CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. ____1 1411-- IN CONDUIT RUNS Al 4AZ" FOR POLES © AND 4. LOCATION OF ALL UNDERGROUND FACILITITES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES © RELOCATE EXISTING UNIDIRECTIONAL, SINGLE CHANNEL, OPTICAL WITHIN THE AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY --- DETECTOR AS DIRECTED BY CITY ENGINEER. DISCREPENCIES OR CONFLICTS PRIOR TO COMMENCING WORK. CONTRACTOR SHALL �7 FURNISH AND INSTALL MAST ARM MOUNTED SIGN. SEE CALTRANS STANDARD PLAN RELOCATE AND/OR REPLACE ANY LANDSCAPING OR SPRINKLERS AFFECTED BY THE ES -7N FOR MOUNTING DETAIL CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. ® DISCONNECT INTERCONNECT CABLE INSIDE CONTROLLER CABINET AND PULL BACK TO 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SIGNAL INTERCONNECT VAULT. SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. �9 INSTALL NEW 2' CONDUIT, ROUTE EXISTING INTERCONNECT CABLE IN NEW CONDUIT BACK TO CONTROLLER CABINET AND TERMINATE. 6. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS 10 RELOCATE EXISTING TRUCK ROUTE SIGN TO NEW POLE ©. OTHERWISE SHOWN. 7. ALL VEHICLE INDICATIONS SHALL BE 12' AND HAVE LE.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE LE.D. PEDESTRIAN MODULES & UTILIZE PEDESTRAIN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 8. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL ----111111---------- 80' REPLACED WITH NEW CONSTRUCTION. 9. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT 3 CO G*NDUCTOR _ -_ H* TOTAL 41' 38' 1 1 1 LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. �_� 1 1-_-_-_-_-_ _ .— ------- �2 10.CONTROLLER AND SERVICE CABINETS SHALL 140T BE SUBJECTED TO WATER FROM * #10 LUMINAIRES 6' 35' 32' 6' 2 SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLERS SYSTEMS AS NECESSARY. 2 2 2 2 II II — I ° 112 1 1. CONTRACTOR SHALL INSTALL CITY -SUPPLIED ZEINFORCING CABLES AND ASSOCIATED 2 2 2 2 1 1 * VIDEO CABLE (POWER + COAX) — 1 HARDWARE (2 PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN 12 2 2 2 2 1 1 ACCORDANCE WITH CITY DESIGN STANDARD 4005. 114' I 11' 3 11' I3� 11' 14' I 12.THE CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL DAMAGED LANDSCAPING, ® 131 IRRIGATION, SIDEWALK, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE I ® I- ---EXISTING R/W ENGINEER. 9 m I EXISITNG C/G 11CONTRACTOR SHALL REFER TO THE CITY Eur.INEER IN THE EVENT OF A CONFLICT OR 1 � 3 02 01 08p 6 EXISTING R/W r1J EXISITNG C/G ---� ,. 1811 7T9 CID 07 `^ -r-- ------ C6 ® ------------- ------- INSTAL R73 5(CA) I 08 I l —EXISTING R73-6(CA) 03 I I — 4 — — — — d' � I If 89— I 07 EXISTING R73-6(CA) >4 1� i 04 8 0 1 �4 f. 3 10 03 F4 A ... b g (H EXISTING C/G 06P". I EXISTING R/W UCP PROPOSED C/G ' PROPOSED R/W 13' DATE I ENGR. I CITY I DATE I� R3-4 I I I Q ii 22' I 22' _ 1 11' 11' I 12' I 12' 4' 12' j Y! I II I I ii I I 531 " I 51' I I 8' cc 66' II 5g' 126' 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. io -EXISTING C/G EXISTING R/W 00 u7 SEAL E SS 101V engineering group, inc. 00 0 CONDUCTOR SCHEDULE AWG SIZE OR CABLETY''E POLE OR CIRCUIT CONDUtf SIZE AND RUN NUMBER E=EXISTING N -NEW 3' 3' 3' 3' 3' 3 3' 3' 3' 3' 00000000AAl� 05 06 1 07 08 12 POLE - A - _ --------- _ . _ _ - ____ _ - __ _.- -1-� __-� 1. _� ? ____1 1411-- _�_ . �_ _� �.._1. --- _CONDUCTOR D----------1111------ E -_-_--j11�---------- F ----111111---------- 3 CO G*NDUCTOR _ -_ H* TOTAL — 1-7 _1 1 1 �_j 1 1 22334444444433 1 1 1 _�._ 1 1 1 �_� 1 1-_-_-_-_-_ _ .— ------- �2 1 1 * #10 LUMINAIRES - 2 2 2 2 2 2 2 2 2 * 3M OPTICOM CABLE #138 — 1 112 2 2 2 2 1 1 * VIDEO CABLE (POWER + COAX) — 1 1 12 2 2 2 2 1 1 * INSTALL NEW CABLES FOR POLES © AND ( . 2m m DRAWN BY: NEWPORT BEACH No. 20285 �° 4000 Westerly Place, Suite 280 51V * Exp. 9/30/17 * Newport Beach, CA 92660 DESIGNED BY: P: 949.474.0609 F. 949.474.0902 5AZ TF 4F CA1-0'�Q R.. {` Date:__ J1 Y05, 2016 CHECKED BY: ROBERT KAHN R.C.E No. 20285 Exp. 9 30 17 pK d U .A" `j CURB/BERM FLOW UNE OR EDGE OF SHOULDER — o /Gs Z U : a � B.C.R. .................. _L................. ...... .... ............................................� D I HBO �Qg 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 SCALE: 1 " = 20' 5 0 10 20 30 T 1-1 LO 0 0 0 0 0 0 N m 0 a F w N CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL PLAN 16081 VALLEY BLVD. As Noted "I AND> CITRUS AVE. DA 04-07-15 P VE 7. �. /� DRAWING NO.: 1 m ° DATE: ( 5480 1 4 I I � 01 02 03 04 I I 05 06 1 07 08 m DRAWN BY: NEWPORT BEACH No. 20285 �° 4000 Westerly Place, Suite 280 51V * Exp. 9/30/17 * Newport Beach, CA 92660 DESIGNED BY: P: 949.474.0609 F. 949.474.0902 5AZ TF 4F CA1-0'�Q R.. {` Date:__ J1 Y05, 2016 CHECKED BY: ROBERT KAHN R.C.E No. 20285 Exp. 9 30 17 pK d U .A" `j CURB/BERM FLOW UNE OR EDGE OF SHOULDER — o /Gs Z U : a � B.C.R. .................. _L................. ...... .... ............................................� D I HBO �Qg 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 SCALE: 1 " = 20' 5 0 10 20 30 T 1-1 LO 0 0 0 0 0 0 N m 0 a F w N CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL PLAN 16081 VALLEY BLVD. As Noted "I AND> CITRUS AVE. DA 04-07-15 P VE 7. �. /� DRAWING NO.: 1 m ° DATE: ( 5480 1