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Home My WebLink About3650-1__.. _.. GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA CONSTRUCT 41/2" AIC PAVING (MIN) OVER 12" COMPACTED STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS 1205 DUPONTAVENUE FOR PUBLIC WORK CONSTRUCTION (GREEN BOOK). ALI- REFERENCE SPECIFICATIONS ONTARIO, CA. 91761 AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT FINISH SURFACE CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN 60 L.F. BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING FONTANA WATER COMPANY DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY ATTN: MICHAEL J. McGRAW LIMITS. CALL (909)350-7610 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND FONTANA, CA 92335 PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, (909) 822-2201 LATEST NON -METRIC EDITION UNLESS OTHERWISE" DIRECTED BY THE CITY TRAFFIC FAX: (909) 8235046 ENGINEER, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH BASIS WORK FOR TRENCHES 5FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE S 89 49'00" FOR C/L. OF HIGHLAND DIVISION OF INDUSTRIAL. SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SAN BERNARDINO COUNTY RECORDS. SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE" OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE Lab CEDP� oS Ave GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT, 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE _ INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTRACT UNDERGROUND SERVICE ALERT AT 1-300-227- 2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE. WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL, STAKING DURING CONSTRUCTION, 16, THE CONTRACTOR SHALL. NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL. BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES, 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21, THE CONTRACTOR SHALT_ NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF- WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN PERMISSION. 22. NO TRENCH BACKFILL I�>HALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE. TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. 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 NON-ERODABLE SWALES ENTERING AND LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME: OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE: SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. `i 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE. MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE. CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CONSTRUCjION tL CITESQUANTITIES COSI LE TV) 1 CONSTRUCT 41/2" AIC PAVING (MIN) OVER 12" COMPACTED 7.2 TONS 1205 DUPONTAVENUE (95%) NATIVE MATERIAL. ONTARIO, CA. 91761 8- 8411 CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN EMERGENCIES: (800) 4272200 FINISH SURFACE NO. 1003 60 L.F. SO. CALIFORNIA EDISON COMPANY CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN 300 S.F. 1400 E. PHILLIPS BLVD. NO. 1015 ONTARIO® CA. 91766 4 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 120 S, F. PLAN NO. 1005 (W=16') (X=4') FONTANA WATER COMPANY SO. CALIFORNIA GAS COMPANY COSI LE TV) ATTN. GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONTAVENUE CA, 92335 FONTANA.909) ONTARIO, CA. 91761 8- 8411 (909) 390-4738 EMERGENCIES: (800) 4272200 FINISH SURFACE P.C.C. GENERAC TELEPHONECOMPANY SO. CALIFORNIA EDISON COMPANY ATTN. STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO® CA. 91766 620-®5596 - UNDERGROUND (800) 42a-4133 909 875--51TRANSMISSIONS 1909 213 637-1233 - PIPELINES FONTANA WATER COMPANY 909 3576233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW 8001 422-4133 8440 NUEVO AVENUE FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX: (909) 8235046 (619) 68--6040 UNDERGROUND SERVICE ALERT (800) 227®2600 BASIS S 89 49'00" FOR C/L. OF HIGHLAND AVENUE PER TRACT 3348, M. B. 47 - 14 SAN BERNARDINO COUNTY RECORDS. ®illlil� A/C ASPHALTIC CONCRETE B -W. BACK OF SIDEWALK C.L. CENTERLINE E.P. EDGE OF PAVEMENT Fl FLOWLINE F.S. FINISH SURFACE P.C.C. PORTLAND CEMENT CONCRETE RlW RIGHT-OF-WAY T.C. TOP OF CURB W WIDTH 4 6 t Rjw i o D� ' < - C/L DATA BA AVENUE •9 VICINITY N, -TC S. I 910 FPMEWAY � ' � rip (� '__. ._...__ .......-..._... _.. A.P. To?,P-m l Ava PROJECT c� AR tNa. zee -z9- I� o A �o. 228 -2R3-15 -P, p `Q Lab CEDP� oS Ave _ VICINITY N, -TC S. I � ' � rip (� '__. ._...__ .......-..._... _.. A.P. ....__. ,.. ....... .. c� AR tNa. zee -z9- I� o A �o. 228 -2R3-15 -P, p `Q i