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Home My WebLink About2211-1GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. ALL GRADES LESS THAN 0.5% SHALL BE STAKED 12.5' ON CENTER. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 17. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 20. NO CONCRETE SHALL BE PLACED UN11L FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 29. THE CONTRACTOR SHALL PROVIDE TO THE CITY OF FONTANA TRAFFIC ENGINEERING DIVISION, PHONE (714) 350-7610, A DETAILED TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL, CHAPTER 5, MANUAL OF TRAFFIC CONTROLS, FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST EDITION. REVIEWED AND ACCEPTED BY THE CITY OF FONTANA, PRIOR TO THE ISSUANCE OF THE CONSTRUCTION PERMIT. RANDALL AVENUE STREET IMPROVEMENT PLANS IN THE CITY OF FONTANA, CA. NOTICE TO CONTRACTOR THE EXISTANCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFOR STARTING WORK. THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROJECT: CITY OF FONTANA PACIFIC BELL ENGINEERING SERVICE DEPT. 307 ADAMS STREET 8353 SIERRA AVENUE RIVERSIDE, CA 92504 FONTANA, CA 92335 (714) 811-2130 (714) 350- 7610 SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS CO. 7951 REDWOOD 2981 W. LUGONIA FONTANA, CA 92336 P.O. BOX 3003 (714) 357-6231 REDLANDS, CA 92373 FONTANA WATER CO. 8440 NUEVO AVENUE FONTANA, CA 92335 (714) 822-2201 FONTANA UNION WATER CO. 16779 SPRING STREET FONTANA, CA 92335 (714) 822-9199 (714) 335-7750 COMCAST 8561 NUEVO AVENUE FONTANA, CA 92335 (714) 350-2344 MARYGOLD MUTUAL WATER COMPANY 9715 ALDER AVENUE BLOOMINGTON, CA 92316 (714) 877-0516 UNDERGROUND ALERT 1-800-422-4133 t 44' 46' 30.5' EXIST. PAVEMENT TO REMAIN w Z I 3 � 7 L_1 RANDALL AVENUE FROM STA. 5+05.08 TO STA. 10+00.00 UNDERGROUND SERVICE ALERT call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG REMOVE A.C. WHERE SHOWN VICINITY MAP NTS LEGEND CONSTRUCTION NOTES QUANTITIES MERRILL NEW PAVEMENT ui w w CONSTRUCT A.C. OVER A.B. (SEE GENERAL NOTE N0. 6) Q 0 a' CL ui > REMOVE &REPLACE EXISTING PAVEMENT z U 7) 0 w (n Q :2 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. 4,415 S. F. c%ftw;ITE DETAIL 105-A. HORIZONTAL CURB DATA 02 Q4 CONSTRUCT CONCRETE DRIVEWAY PER CIN OF FONTANA STD. RANDALL F- DETAIL 102-C. FLOW LINE R. OR F.L. O w 1 EA GUTTER LIP G.L. DETAIL 104-A. z F NTLEE 60 REMOVE EXISTING CURB ONLY OR CURB &GUTTER. 480 L.F. TOP OF CURB T.C. 7O MATCH EXISTING PAVEMENT PER TYPICAL SECTION. FINISHED SURFACE m O8 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA 2 EA STD. DETAIL 124. FILBERT G.B. O9 HAWTHORN 300 S.F. 10 SAWCUT EXISTING A.C. PAVEMENT TO A STRAIGHT, NEAT LINE.. 80 L.F. ASPHALT CONCRETE A.C. HOLLY 11 INSTALL STREET LIGHT POLE WITH A 6 FT. MAST ARM (22,000 SAN BER CONCRETE PAVEMENT LUMENS), HIGH PRESSURE SODIUM (HPS) COBRA HEAD CUT OFF LENSE. VARDINO 46' 30.5' EXIST. PAVEMENT TO REMAIN w Z I 3 � 7 L_1 RANDALL AVENUE FROM STA. 5+05.08 TO STA. 10+00.00 UNDERGROUND SERVICE ALERT call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG REMOVE A.C. WHERE SHOWN VICINITY MAP NTS LEGEND CONSTRUCTION NOTES QUANTITIES NEW PAVEMENT � tO CONSTRUCT A.C. OVER A.B. (SEE GENERAL NOTE N0. 6) 45 TONS - Q2 CONSTRUCT 8" CONCRETE CURB &GUTTER PER CITY OF FONTANA 464 L.F. REMOVE &REPLACE EXISTING PAVEMENT STD. DETAIL 101. CONSTRUCTION NOTES2O Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. 4,415 S. F. DETAIL 105-A. HORIZONTAL CURB DATA 02 Q4 CONSTRUCT CONCRETE DRIVEWAY PER CIN OF FONTANA STD. 1 EA DETAIL 102-C. FLOW LINE R. OR F.L. O CONSTRUCT HANDICAPPED RAMP PER CIN OF FONTANA STD. 1 EA GUTTER LIP G.L. DETAIL 104-A. 60 REMOVE EXISTING CURB ONLY OR CURB &GUTTER. 480 L.F. TOP OF CURB T.C. 7O MATCH EXISTING PAVEMENT PER TYPICAL SECTION. FINISHED SURFACE F.S. O8 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA 2 EA STD. DETAIL 124. GRADE BREAK G.B. O9 REMOVE EXISTING A.C. PAVEMENT. 300 S.F. 10 SAWCUT EXISTING A.C. PAVEMENT TO A STRAIGHT, NEAT LINE.. 80 L.F. ASPHALT CONCRETE A.C. 11 INSTALL STREET LIGHT POLE WITH A 6 FT. MAST ARM (22,000 CONCRETE PAVEMENT LUMENS), HIGH PRESSURE SODIUM (HPS) COBRA HEAD CUT OFF LENSE. VARDINO 12 INSTALL 4" VCP SEWER LATERAL PER CITY STD. DETAIL N0. 125. 46 L.F. PLANTER BOX ❑ SEWER MAIN WATER MAIN 0 4"W