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HomeMy WebLinkAbout5712-1POLE AND EQUIPMENT SCHEDULE mA STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. POLE LOC. L.E.D. REPRO REFLECTIVE STREET SIGNAL LUMIN. Uj NAME SIGN (RSNS) COMMENTS a TYPE HEIGHT M.A. M.A. MAST ARM POLE MTG. � QUAD A B Luminare SEE DETAIL A QQ 15TS 30' - 15' - - - 8 3 24' 4' 111W - - 8Q 15TS 30' - 15' - SV-2-T SP-1-CS - - 21' 4' 111W - - Q 29-5-100 30' 50' 15' 3-MAS SV-2-T - - -AS6' SHOWN 111W **Oleander Ave F=18' Qo 29-5-100 30' 50' *15' _ - � SV-2-T Sp-1-CS 6 4 SHOW 6' 111W **Jurupa Ave _ F=15 QE 26-4-100 30' 40' 15' 2-MAS SV-1-T Sp- 1-CS 6 2 22' 4'_ 111W **Oleander Ave F=13� QQ 1-A 10' - - - TV- 1-T SP-1-CS 8 3 26'. 4' - - - ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. ♦ SIGNAL POLES SHALL BE DECORATIVE. * STREET LIGHT ARM ROTATED 99 AS SHOWN. ** STREET NAME SIGNS TO BE MOUNTED ON CONTRACTOR SUPPLIED SHAFT MOUNTED CANTILEVER SIGN ARM IN ACCORDANCE WITH CITY STD. 4005. W TRAFFIC SIGNAL GENERAL NOTES 1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2015, THE REVISED CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2016, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL. BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCENT OF WORK. 3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. 4. LOCATION OF ALL UNDERGROUND FACILITITES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILITIES WITHIN THE AREA OF _ CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPENCIES OR CONFLICTS PRIOR TO COMMENCING WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING ^- CONSTRUCTION. 6. ALL PULL13OXES SHALL BE No. 6 AND CONDUIT SHALL BE 3" RIGID METAL UNLESS OTHERWISE SHOWN. 7. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L»E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRAIN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 8. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 285' TO SACK 9. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR F I OF LET LK EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. -R 10. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. CONTRACTOR SHALL MODIFY SPRINKLERS SYSTEMS AS NECESSARY. _ 11. CONTRACTOR SHALL. INSTALL CITY -SUPPLIED REINFORCING CABLES AND ASSOCIATED HARDWARE (2 PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN ACCORDANCE WITH CITY DESIGN _ STANDARD 4005. 12. THE CONTRACTOR SHALL REPAIR/REPLACE/RELATE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK, CURB, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE ENGINEER. 13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. N d- 14. AS —BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO EX. C/G JLir THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD EX. S/W 2"C(3 DLC, DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. STREET NAME SIGNS: Know what's b@SOW. Call before you dig. �• apt � � � �a• l �B B.C.R.1 LaD— — — — — — -- S: � 09 MID "B" AS DIFUMBYM, SEE POLE LE ENGNM (TWCAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) SIGNAL STANDARD PLACEMENT DIMENSIONS AND EQUIPMENT LOCATIONS W Q 0 :z w 5" SAWCUT DETAIL — CONVENTIONAL LANE EX. S/ EX. Cr 2 { C 1 DE 2"C{1 DLC} ,.T EX. OVERHEAD LINES � i @) 50 9 1F12A CC1d% CIPIM A 1 1%_1%NCT0111'_T11%U U1%T=C■ Q INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE "R" CABINET, LOOP DETECTION, AND APPURTENANT EQUIPMENT. CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD DRAWING 4001. INSTALL 4" SLAB AROUND CONTROLLER CABINET, DIMENSIONS AS SHOWN. CONTRACTOR SHALL FURNISH AND INSTAL. ANY ADDITIONAL ELECTRONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN. a FURNISH AND INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. INSTALL 4" SLAB AROUND SERVICE EQUIPMENT ENCLOSURE, DIMENSIONS AS SHOWN. 0 FURNISH AND INSTALL 3" PCV CONDUIT WITH PULL ROPE FOR SERVICE CONNECTION. CONTACT SOUTHERN CALIFORNIA EDISON PRIOR TO BEGINNING OF WORK (909-357-6116). ® FURNISH AND INSTALL SIGNAL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL U. ® FURNISH AND INSTALL #5 PULLBOX. F6EI FURNISH AND INSTALL #6E PULLBOX. F71 FURNISH AND INSTALL UNI-DIRECTIONAL SINGLE CHANNEL OPTICOM DETECTOR PER DETAIL 'A' THIS SHEET AND AS DIRECTED BY THE ENGINEER. . C/G . SSW Uj z Uj PROPOSED PHASE DIAGRAM 01 02 03 04 95 06 07 0 98P_ a+ 0 0 2-C STUB -OUT k�v2"C(2-#6)(1-#8 FOR SERVICE) '-'1_2"C(2—#1O) ❑8 FURNISH AND INSTALL SHAFT ARM MOUNTED RETRQ REFLECTIVE STREET NAME SIGN PER CITY OF FONTANA STANDARD PLAN NO. 4005. Q FURNISH AND INSTALL P48 SPLICE VAULT. 10 FURNISH AND INSTALL 2" PVC SCHEDULE 40 CONDUIT AND 12 STRAND SMFO CABLE. 11 FURNISH AND INSTALL SPLICE ENCLOSURE. FUSION SPLICE DESIGNATED FlBERS FROM ACTIVE 96-STRAND SMFO CABLE TO 12 STRAND SMFO PER SPLICE SCHEDULE. COIL AN ADDITIONAL 25' OF 12 STRAND SMFO CABLE IN THE P48 PULLBOX. ALL REMAINING FIBERS OF 96-SMFO CABLE RUNNING EAST AND WEST SHALL BE SPLICED. 12 TERMINATE DESIGNATED FIBERS FROM 12 STRAND SMFO CABLE TO WALL INTERCONNECT UNIT LOCATED INSIDE SIGNAL CABINET. 13 COIL AN ADDITIONAL 25' OF 12 STRAND SMFO CABLE IN P48 PULLBOX. 14 FURNISH AND INSTALL CCTV CAMERA PER MANUFACTURERS SPECIFICATIONS AND CITY DESIGN STANDARD 4007. JE� INSTALL CONDUIT INTO EXISTING PULLBOX. CONDUCTOR SCHEDULE cma sm no mm "m AWG SIZE OR POLE OR CIRCUIT 3' f 4 r 4' 2-4 r CABLE TYPE QIA2A3 1A AA55 IA6 As "Ir DLC (TYPE B) POLE - A _B C 0 E F EMERGENCY VEHICLE PRE-EMPTION DETECTOR EMERGENCY VEHICLE PRE—EMPTION DEFECTOR MOUNTING DETAIL N.T.S DETAIL 'A' 0000000 �mmO�Om 0�0��00 D00un00 EX. S/W EX. C/G EX.6-1.5" HDPE CONDUITS 96 STRAND SMFO TO CYPRESS EX. C/G EX. S/W ti v cn 61H _ �i ca v Q) v Qk 0