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HomeMy WebLinkAbout4296-1GENERAL NOTES: 1. 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 MAY 2006) AND STANDARD PLANS (DATED MAY 2006) THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006. 2. 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 FOUNDATINS UNTIL CLEAR OF ANY OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SERVICE AND SCHEDULING WITH SOUTHERN CALIFORNIA EDISON COMPANY FOUR WEEKS IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 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 SPRINKLER SYSTEMS IF NECESSARY. 9. THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE MINIMUM RADIUS OF 10 FEET. 10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES PER SPECIAL PROVISIONS. 11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. 13. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS FOR THIS PROJECT. 14. 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. 15: TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO 2006 CA MUTCD CODES. CITY OF FONTANA TRAFFIC SIGNAL PLANS "0 PARCEL MAP 17649 FAI 1-1 M RECORD DRAWING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground facilities can be readily seen and verified by the parties that intend to use same. TOLL FREIE -qmmmw' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION �-FSP-D DR -A Irl I (�I C� 0 WDID- NO. 8 360337238 DATE I ENGR. I CITY I DATE �. �• ®119114Ir A � c INDEX MAP SCALE: 1"=150' 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 CONDITIONS AND STANDARDS IN EFFECT. SEAL—ENGINEER QRpFESS/�iVe' Pg�HUR No. 31681 z rn * Exp. 12/31/08 C \ V t7F CA1-F Q�oFI=ss TH����� No. 82794 rr f y EXp•. ig �s d =v QST CIVA4< *41-. N Q W11 & Fbrenm, Inc. A Civil Engineering - Planning - Surveying - Public Works 9130 Anaheim PI. Ste. 120 - Rancho Cucamonga, CA 91730.909-919-7800 PREPARED UNDER THE SUPERVISION OF: DRAWN BY: DESIGNED BY: 8 /Z? ? /p -7 CHECKED VICINITY MAP NTS CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL MODIFICATION PLAN MT SCALE: ITHEET DATE: AUGUST 2007 Q APPRO D i Y: _ DRAWING NO.: 4296 ITY EP1G INEER R.C.E. 51152 DATE: 4