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HomeMy WebLinkAbout6115-1TRAFFIC SIGNAL GENERAL NOTES 1. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF FONTANA DESIGN STANDARDS, THE CITYS SPECIAL PROVISIONS, SECTION E, CATRANS STAND PRD PLANS AND SPECIFICATIONS, LATEST EDITIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITON. 2. ALL REWIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FORTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIMSION PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR SHALL FURNISH ALL EQUIPMENT. MATERIALS, AMID HARDWARE TO CONSTRUCT ME TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT MY CITY FURNISHED OR PROVIDED AS NOTED IN SECTION E 4. LOCATION OF ALL UNDERGROUND FACUTIES ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACILTIES WITHIN THE AREA OF CONSTRUCTON. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR CONVICTS PRIOR TO COMMENCING WORK. S. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING LCNSTRUCFON. 6. ALL PULLBOXES SHALL BE Ne. 6 AND CONDUIT SHALL BE 3' RIGID METAL UNLESS OTHERWISE SHOWN. ). ANCHOR BOLTS FOR TYPE 1A POLES SHALL HAVE SLEEME NUTS (PER DETAIL C OF RSP ES -TB). & ALL VEHICLE INDICATIONS SHALL BE 12' AND HAVE LE.D. SIGNAL MODULES ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 9. MY EXISTING TRAFRC SIGNALS AND UGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 10. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET AND SECTION E. 11. CONTROLLER AND SERVICE CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. CONTRACTOR SHAIL MODIFY SPRINKLER SYSTEMS AS NECESSARY. 12. CONTRACTOR SHALL INSTALL CITY-SUPPUED RBNFORCING CABLES AND ASSOCIATED HARDWARE (2 PER SIGN) ON OVERHEAD REFLECTIVE STREET NAME SIGNS IN ACCORDANCE WTH CITY DESIGN STANDARD 4005. 13. ALL OPEN EXCAVATIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE BACK -FILLED PER CITY STD. 10M OR STEEL PLATED PER CITY Sib. 1009 DURING NON -WORKING HOURS. 'STEEL PLATES AHEAD' WARNING SIGNS SMALL BE POSTED IN ADVANCE OF STEEL PLATE BRIDGNG. PERMANENT TRENCH REPAIR SHALL BE PER CITY sm. IO0B 14. THE CONTRACTOR SHALL REPAIR/REPUCE/RELOCATE ANY AND ALL DAMAGED LANDSCAPING, IRRIGATION, SIDEWALK, CURB, PAVEMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE ENGINEER. Is. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFUCT OR POTENTIAL CONVICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 16. RECORD DRAWNGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. TRAFRC SIGNAL WERCONNECT/COMMUNICATION GENERAL NOTES 1. AL. WORK, MATERIALS, EOUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PUNS, THE CITY OF ED TANA DESIGN STANDARDS. THE CITYS SPECIAL PROVISIONS, SECTION E, CATR<NS STANDARD PLANS AND SPECIFICATIONS, UTEST EDITIONS. AND THE CAIFURNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, DATED 2DIC 2. ALL REQUIRED CONSTRUCTION PERMITS SHAM BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DMSION PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR SNAIL FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE IM RCONNECT CIRCUIT AS SHOWN ON THE PUNS, DOE" ANY CITY FURNISHED OR PROMOED AS NOTED IN SECTION E. 4. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. CONTRACTOR SHA L BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING FACULTIES WITHIN THE AREA OF CONSTRUCTION. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR CONFUCTS 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. AL PULL BOXES SHALL BE N. 6E AND CONDUIT SHALL BE Y GALVANIZED RIGID META UNLESS OTHERWSE SHOWN ON PLANS ALL SPLICE VAULTS SHALL CONFORM TO CITY DESIGN STANDARD 100B AND SECTION E. PULL BOXES AND SPLICE VAULTS SHALL BE INSTALLED PER CALTRANS AND SECTION E SPECIFICATIONS ). CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DUAL THIS SHEET AND SECTION E. 8. PULLBOXES AND SPLICE VAULTS SHALL NOT BE INSTATED WITHIN THE BOUNDARIES OF NEW OR EXISTING WHEEL CHAR RAMPS. S. WHEN PULLBOXES AND SPLICE VAULTS ARE INSTALLED WTHIN SIDEWALK, THE DEPTH SHALL BE ADJUSTED $0 MAT THE TOP IS FLUSH WITH THE TOP OF THE SIDEWALK. WHEN INSTALLED IN UNIMPROVED AREAS, THE DEPTH SHALL BE ADJUSTED SO THAT THE TOP IS 1" ABOME GRADE. 10. CONTRACTOR SHALL SUPPLY AND INSTALL J" MULE TARE IN ALL EMPTY CONDUITS. 11. THE CONTRACTOR SNAIL REPAIR/REPLACE ANY AND ALL DAMAGED UNDSCMNNG, IRRIGATION. SIDEWALK, RAIMENT OR ROADWAY STRIPING TO THE SATISFACTION OF THE ENGINEER. 12. All OPEN EXCAVATIONS WITHIN THE PUBUC RIGHT-OF-WAY SHALL BE BACK -FILLED PER CITY STD. 1008 OR STEEL PLATED PER CITY STD. 1009 DURING NON -WORKING HOURS. 'STEEL PLATES AHEAD" WARNING SIGNS SHALL BE POSTED IN ADVANCE OF STEEL PLATE BRIDGING. PERMANENT TRENCH REPAIR SHALL BE PER CITY SM. 1008. 13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONVICT OR POTENT& CONFUCT WITH THESE PLANS AND/DR SPECIFICATIONS FOR THIS PROJECT. 14. EXTRA CABLE SHALL BE PROVIDED AT ALL PULLBOXES/SPLICE VAULTS WHERE NEW FIBER OPTIC CABLE IS TO BE INSTALLED. A MINIMUM OF SO' OF 96 STRAND SMFO CABLE AND 25' OF 12 STRAND SMFO CABLE SHALL BE PROVIDED IN EACH PULLBOX/SPLICE VAULT. 15. RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SNAIL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO ME CITY ENGINEER. CITY OF FONTANA ARROW BLVD AND TOKAY AVE TRAFFIC SIGNAL IMPROVEMENTS _jI 11 FOOTHILL BLVD BASS INE AVE MILLER AVE R NioNN.h WHITTRAM AVE ARROW BLVD MERRILLAVE VIGNrrY MAP ® PRDIECT6ITE NOT TO SCALE INDEX OF SHEETS LEGEND SHEC 1 -TREE SHEET SHCONECTLAN E 3-4 -INTERCONNECT AND ETAIL PUN f[-- PROPOSED SIGNAL EQUIPMENT OPROPOSED TYPE E LOOP DRAWING NUMBER 611111 -STREET IMPROVEMENT PLAN PROPOSED TOPE OC LOOP 65 -TRAFFIC SIGNAL PLAN } PROPOSED EVY DETECTOR 6116 -SIGNING AND STRIPING PLOP RIGHT OF WAY --- PROPOSED CONDUIT - - EXISTING CURB © PROPOSED SPLICE VAULT - - - EXISTING COMMUNICATON CONDUIT E1 PROPOSED PULL BOX OSIGNALIZED INTERSECTON /®/ PROPOSED COI CABINET ._. EXISTING PULLBOX �Q EXISTING DRIVEWAY EXISTING CONTROLLER CABINET ❑ FFICSLSTFUTMNOTES INCITYD TYPE 90 AGE INauowc TYPE N" 1 CABINET, LOOP DETECTION, AND APPURTENANT EQUIPMENT. CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD PLAN 4100 CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN. ❑Q FURNISH AND INSTALL NEW TYPE III -BF SERVICE PEDESTAL PER CITY OF FONTANA AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. FURNISH AND INSTALL BASE FOR SERVICE EQUIPMENT ENCLOSURE PER CALTRANS STANDARD ES-2E. }� FURNISH &INSTALL 2'C, 2/6. 10 CONDUCTORS (SIGNAL SERVICE). ❑4 FURNISH &INSTALL 2'C. 2/10 CONDUCTORS (LUMINAIRES). B�FURNISH AND INSTALL 3" PVC CONDUIT WITH 1 - POLY PULL ROPE PER SCE REQUIREMENTS. COORDINATE SERVICE WITH SCE PLANNING DEPARTMENT AT 909-637-0222, WORK ORDER TD1920058. VERIFY PHONE NUMBERS AT TIME OF CONSTRUCTION. OREMOVE EXISTING LANDSCAPING AND MODIFY IRRIGATION SYSTEM AS NECESSARY. CONSTRUCT 4' THICK PCC PAD ON COMPACTED NATIVE AROUND PROPOSED SIGNAL CONTROLLER AND SERMCE CABINETS SPRINKLERS SHALL NOT SPRAY ONTO CONTROLLER CABINET OR SERMCE PEDESTAL T❑ INSTALL CITY FURNISHED OPTICOM DETECTOR PER DETAIL C THIS SHEET AND AS DIRECTED BY ME ....R. O INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL 'U% ES-JN. p❑ FURNISH AND INSTALL SIGN ON SIGNAL POLE AS SHOWN. MOUNTING SHALL BE PER CALTRANS STANDARD PLANS R.. 10 REMOVE STREET LIGHT (BY OTHERS). 11 NRNISN AND INSTALL COW CAMERA PER CITY STANDARDS PLAN 4104 AND MANUFACTURERS SPECI CATIONS. 12 TERMINATE CCTV ETHERNET CABLE INSIDE CONTROLLER CABINET PER MANUFACTURERS $REgFICATONS. 1} FURNISH AND INSTALL WALL INTERCONNECT UNIT. TERMINATE 12 STRAND SMFO CABLE PER SPUCE CHART. 14 FURNISH AND INSTALL P48 SPLICE VAULT. FURNISH AND INSTALL SPLICE ENCLGSURE AND 12 STRAND SMM CABLE TERMINATE 12 16 STRAND TO 96 STRAND SMFO CABLE PER SPUCE CHART PROVIDED BY CITY. COIL AN ADDITIONAL 50' OF N STRAND AND 25' OF 12 STRAND SIAM CABLE INSIDE P48 SPUME AULT. 1B FURNISH AND INSTALL 96 STRAND SMFO CABLE IN 3" RIGID CONDUIT. 1T FURNISH AND INSTALL d'6E PULLBOX, COIL AN ADDITIONAL ED OF 96 STRAND SMFO CABLE INSIDE OF PULLBOX. 18 INSTALL TRAFFIC SON ON SIGNAL POLE AND AS DIRECTED BY CITY ENGINEER. 1p INSTALL TRAFFIC LOOP DETECTORS PER LEGEND. ® FURNISH AND INSTALL 12 STRAND SHED CABLE IN 3' RIGID CONDUIT. ® FURNISH AND INSTALL TRAFFIC BEARING PULLBOX. 21 FURNISH AND INSTALL 12 STRAND SMFO CABLE IN 3' RIGID CONDUIT. O FURNISH AND INSTALL d'6E COMMUNICATION PULLBOX. O NOT USED 24 FURNISH AMID INSTALL SPLICE ENCLOSURE. FUSION SPUCE DESIGNATED STRANDS OF NEW 96 STRAND SMFO CABLE TO DESIGNATED STRANDS OF THE EXISTING 96 STRAND WED PER SPUCE SCHEDULE. ALL REMAINING STRANDS OF NEW 96 STRAND SMFO CABLE ARE TO BE SPUCED MR... O FURNISH AND INSTALL 3" RIGID CONDUIT AS SHOWN ON PUN. 28 FURNISH AND INSTAL N SM" CABLE IN USTI OONGIIT ® INSTALL CONDUIT INTO EXISTING PULL Box. SPLICE TO EXISTING CONDUCTORS UNDERGROUND SERVICE ALERT (USA) SHOULD CONSTRUCTION OF THE REQUIRED ��/� Papered U-,-sxR',w Dr: CITY OF FONTANA, CALIFORNIA IT'S THE LAWI IMPROVEMENTS NOT COMMENCE WITHIN TWO s Fn „ TRAFFIC SIGNAL TITLE SHEET DIAL BEFORE YEARS OF THE DATE OF APPROVAL SHOWN HEREON �'�IO h1a 9csn.xs ge INN ARROW BLVD TEL [NCI & c5Ne1 na, ce ,e _N­ CALL CARRIED FORTH IN A DILIGENT MANNER, THE �elnL9o9l woaeea TFNeic K9o91 B91ti989N As CITY ENGINEER MAY REQUIRE REVISIONS TO THE w➢€LLA AND TI. cALI ar LEAST aM. N. zo DLY.r,ox ,,z....N Kw-+ozs1 A/i / / IcxRo TOKAY AVE TWO WORKING DAYS +eMow PLANS TO BRING THEM INTO CONFORMANCE WITH (/TS 03 14 2023 clan ao+L¢ wmxc BEFORE YOU DIG wn� °"°""°"hp STANDARDS IN EFFECT. M dTe. of cs AF1 MI:. TE:r [1T�S 1 REV. TENSION DESCRIPTION A.-H uaR aT owNCF war euo o�uuom AVHNUE a1v� , �aa as tucrosl CHARLES F. STEPHAN. R.C.E. C5O481 c R F_ emem,s e A e 6115Xe 4