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Home My WebLink About5529-1/ / / / 108+18.58 DUNCAN CANYON ROAD S =10+00.00ELDERWAY-------- DUNCAN CYN RD --- -- -------------------- - - � - - _ El1T. 108 109 CURBS 110 p PROP. CURB &GUTTER CB w w ELDER WAY c co co O co CITY OF FONTANA TRAFFIC SIGNAL INTERCONNECT PLANS I �� 1111111- � ITIVD] 35' - LANDSCAPE -LOT -- _ - - - ULTIMATE RIW ----- S --- S 5 FUTURE IMPROVEMENTS - - --- - S FUT. CURB &GUTTER __ _-- -- - - -- DUNCAN CYN RD --_ ---- 116 T - - - - - - - - - - - - - PROP. EP �` 115 DIAN CURBS FUT. MEDIAN �� - _ - -�13 -- - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - 11\ 7 1TT LPROP. CURB & GUTT --- ---- --- --------------------PROP-SIDEWALC---\------------------ - - PROP. EP M PROP CURB & GUTTER PROP SIDEWALK J 16- _J Li S J 116+30.48 CL D. CANYON RD. CD 00 CL -ARBORETUM AVENUE - m w �z - 17 ------- -------Ln+ C) Q FA N 1 c) m I I � ` CV �' co LoCDto - I Lu O co O — — 2 35, 35 0 Q _ W J c I UN C) LANDSCAPE LOT CD `V ULTIMATE R/W FUT. SIDEWALK m FUT. CURB &GUTTER cV W z _ 50r, I DUNCAN CYN RD ¢ 119 CD ---FUT. MEDIAN -_44 ---------_ — — — -PROP. CURB &GUTTER ---------------- PROP. R/W DUNCAN CANYON ROAD S 121+56.74 CL D. CANYON RD. +00.00 CL FUT. STREET LANDSCAPE LOT FUT. SIDEWALK �� ULTIMATE R/W 5 J FUT. CURB & GUTTER N - - FUTURE IMPROVEM NTS c DUNCAN CYN RD 120 CURBS DIAN � - 12� - - 122 - 123- - - - - - - - - - - - - - V -� M - PROP. SIDEWALK — — — — — — — — — — — — — — — — — — — — LoOff I— U C6 cy) Lc.) o � rCD cli 61 �,Uuu,L DUNCAN CANYON ROAD co w wr) z_ L Q - W CL E w z = O E �_ O 100 p J U MLu U' \TOP OF TUNNEL TUNNEL DIAMETER TO BE APPROVED BY ENGINEER 6-11/2" (38mm) C., 000 OR AS NOTED ON PLANS DETAIL A TYPICAL DIRECTIONAL DRILL UNDER PAVEMENT/SIDEWALK NOT TO SCALE 6 -11/2" - CONDUITS -11/2" - CONDUITS FIBERGLASS BOX u 00 co M N FLAX WAY N POLYMER CONCRETE 2 PIECE COVER 1"X 4" PVC PIPE. TOP -' OF PIPE TO SIT FLUSH WITH BOTTOM 48" SECTION'A' -'A' - 6-11/2" CONDUITS FIBERGLASS BOX B CONDUIT TO BE HORIZONTALLY ALIGNED �1" DRAIN HOLE 3/4" GROUND ROD B DETAIL B NOT TO SCALE - U, ARBORETUM AVENUElz�r CYPRESS AVENUE I o ��- LANDSCAPE LOT `V ULTIMATE R/W 126+52.49 CL D. CANYON RD. =63+11.61 CL CY FIBERGLASS BOX 6-13/4" DRILL HOLES 2 125 FUT. MEDIAN CURBS --PROP. C & G (V (V PROP. R/W ___.,�LANDSCAPE LOT PROPS WALK POLYMER CONCRETE 2 PIECE COVER 8'x 3/4" GROUND ROD REQUIRED - U SECTION 'B' -'B' � U 00 00 O C9 F N O �+ ¢ N Lo co DUNCAN CYN RD 126 ! I 60 ' IL C7 LLJ LJ D NCAN C NYON DOA N Q CASA GRANDE AVENUE VICINITY MAP NOT TO SCALE TRAFFIC SIGNAL INTERCONNECT CONSTRUCTION NOTES: 1❑ FURNISH AND INSTALL 6-1.5" SCHEDULE 40 HDPE CONDUITS PER DETAIL "A", "B" &"C". THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN. FURNISH AND INSTALL ONE POLYESTER MULETAPE IN ALL CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 10 -FOOT RADIUS. SEE THIS SHEET FOR MORE DETAIL. INSTALL 96 STRAND SMFO CABLE IN ORANGE CONDUIT. COIL 50' IN EVERY PULL BOX. F2 FURNISH AND INSTALL P48 PULL BOX WITH MINIMUM 10' CONDUIT SWEEPS. TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION GENERAL NOTES 1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUEL OF TRAFFIC CONTROL DEVICES, DATED 2014. 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOP TO COMMENCENT OF WORK. 3. CONTRACTOR SHALL FURISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE INTERCONNECT CIRCUIT AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. 4. LOCATION OF ALL UNDERGROUND FACILITIES 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 DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING WORK. CONTRACTOR SHALL RELOCATE AND/OR REPLACE ANY LANDSCAPING OR SPRINKLERS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. 6. ALL PULL BOXES SHALL BE NO. 6E AND CONDUIT SHALL BE 2" GALVANIZED RIGID METAL UNLESS OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5"X30.5"X30" DEEP (INSIDE), FIBERGLASS, HAVE LOCKING POLYMER CONCRETE 2 PIECE COVER, AND BE LABELED "COMMUNICATIONS". PULL BOXES AND SPLICE VAULTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT DETAILS FOR PULL BOX AND SPLICE VAULT INSTALLATION. 7. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAILS THIS SHEET AND SECTION E. 8. THE CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK, PAVEMENT OR ROADWAY STRIPING TO SATISFACTION OF THE ENGINEER. 9. 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. CB INSTALL CONDUIT INTO EXISTING PULL BOX. a Z Z � N a U w OfW. W_ N U VICINITY MAP NOT TO SCALE TRAFFIC SIGNAL INTERCONNECT CONSTRUCTION NOTES: 1❑ FURNISH AND INSTALL 6-1.5" SCHEDULE 40 HDPE CONDUITS PER DETAIL "A", "B" &"C". THE CONDUITS SHALL BE COLOR CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN. FURNISH AND INSTALL ONE POLYESTER MULETAPE IN ALL CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 10 -FOOT RADIUS. SEE THIS SHEET FOR MORE DETAIL. INSTALL 96 STRAND SMFO CABLE IN ORANGE CONDUIT. COIL 50' IN EVERY PULL BOX. F2 FURNISH AND INSTALL P48 PULL BOX WITH MINIMUM 10' CONDUIT SWEEPS. TRAFFIC SIGNAL INTERCONNECT/COMMUNICATION GENERAL NOTES 1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2010, AND THE CALIFORNIA MANUEL OF TRAFFIC CONTROL DEVICES, DATED 2014. 2. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOP TO COMMENCENT OF WORK. 3. CONTRACTOR SHALL FURISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE INTERCONNECT CIRCUIT AS SHOWN ON THE PLANS, EXCEPT ANY CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E. 4. LOCATION OF ALL UNDERGROUND FACILITIES 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 DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING WORK. CONTRACTOR SHALL RELOCATE AND/OR REPLACE ANY LANDSCAPING OR SPRINKLERS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. 6. ALL PULL BOXES SHALL BE NO. 6E AND CONDUIT SHALL BE 2" GALVANIZED RIGID METAL UNLESS OTHERWISE SHOWN. ALL SPLICE VAULTS SHALL BE TYPE P48 48.5"X30.5"X30" DEEP (INSIDE), FIBERGLASS, HAVE LOCKING POLYMER CONCRETE 2 PIECE COVER, AND BE LABELED "COMMUNICATIONS". PULL BOXES AND SPLICE VAULTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT DETAILS FOR PULL BOX AND SPLICE VAULT INSTALLATION. 7. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAILS THIS SHEET AND SECTION E. 8. THE CONTRACTOR SHALL REPAIR/REPLACE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK, PAVEMENT OR ROADWAY STRIPING TO SATISFACTION OF THE ENGINEER. 9. 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. CB INSTALL CONDUIT INTO EXISTING PULL BOX.