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Home My WebLink About5072-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFUCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFUCT TO THE CITY 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 DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POUCIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CAUFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 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 GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC 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 RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTIUTIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. - 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIUTY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTIUTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACIUTIES. CITY OF FONTANA 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 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 CENTERUNE 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 GRADES. 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 BENCH MARKS 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 CONSTRUCTION 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 SHALL 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 APPROVAL. 22. NO TRENCH BACKFILL SHALL 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 OF 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-ERODEABLE SWALES ENTERING OR 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 "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE A 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. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. STREET IMPROVEMENT FOR SLOVER AVENUE AND BEECH AVENUE PROJECT SITE CONT. GENERAL NOTES VICINITY MAP NOT TO SCALE 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 THE 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. LEGEND: \ \. \.\\:\\.\\ CONSTRUCT PCC SIDEWALK CONSTRUCT AC PAVEMENT PROPOSED GRIND AND OVERLAY REMOVE EXISTING AC PAVEMENT PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING CENTERUNE G EXISTING GAS LINE EXISTING WATER LINE EXISTING SEWER EXISTING OVERHEAD UNE INDEX OF SHEETS SHEET 1 SHEET 2 - TITLE SHEET - PLAN AND PROFILE SHEET CONSTRUCTION NOTES AND QUANTITIES OCONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD PLAN NO. 1000. OCONSTRUCT 6.5" MIN ASPHALT CONCRETE OVER 12" MIN OF 95% COMPACTED NATIVE PER CITY STANDARD PLAN NO. 400. O3 SAWCUT AND JOIN EXISTING A.C. PAVEMENT. O4 GRIND AND OVERLAY A.C. PAVEMENT PER DETAIL E. 0 CONSTRUCT 6" P.C.C. SIDEWALK PER CITY STANDARD PLAN NO. 1006. CsCONSTRUCT CURB RAMP PER CITY STANDARD PLAN NO. 1003. 0 CONSTRUCT CURB RAMP PER CITY STANDARD PLAN NO. 1004. OS CONSTRUCT CONCRETE RETAINING WALL PER DETAIL C AND DETAIL D. O9 INSTALL DETECTABLE SURFACE PER CITY STANDARD PLAN NO. 1003. 10 REMOVE AND CONSTRUCT BLOCK WALL TO MATCH EXISTING WALL IN KIND. 11 REMOVE EXISTING PAVEMENT. 0 2 REMOVE EXISTING CONCRETE CURB, GUTTER, SIDEWALK, CURB RAMP OR WALL. 13 REMOVE TREE. 14 RELOCATE EXISTING MAIL BOX. 15 PROTECT EXISTING POWER POLE IN PLACE. 102 LF 45 TON 190 LF 250 SF 300 SF 1 EA 1 EA 43 LF 2 EA 20 LF 655 SF 120 LF 225 SF 1 EA 1 EA 1 EA AUTOCAD FILENAME: DIAL BEFORE YOU DIG TOLL FREE NYVVVVVVVVVVVVVVVAMA 4/)TWO WORKING S DA BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND 80OSERVICE ALEROT REV. 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 STANDARDS IN EFFECT. REVISION DESCRIPTION DATE ENGR. CITY DATE KOA CORPORATION 4 PLANNING & ENGINEERING 3190 C. Shelby Street Ontario, Califomia 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK: B.M. NO. 346 ELEVATION=1040.78' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS CITY OF FONTANA BENCHMARK 346 BEING A RAIL ROAD SPIKE SET IN POLE FOR STANDARD #740088E. 30FT WEST OF CENTERLINE BEECH AVE AND 660.1 FT SOUTH OF CENTERLINE SLOVER AVE. Prepared Under The Supervision Of : /1>N7flaV`-. Date : 11 -30q - MING f3q 4. MING GUAN. R.C.E. 75793 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: DESIGNED BY: SLOVER AVENUE AND BEECH _ AVENUE SCALE: As Noted DATE: CHECKED BY: APPROVED 'BY0 � (.4ed.t... DATE: '2D��T CITY ENGINEER R.C.E. 51152 DRAWING NO.: 5072 SAN BERNARDINO AVE 4/ P +P \-\' F3 Q = w 1.1.1 U m VALLEY BLVD LA Q cn CC ~ 10 • 10 / f SLOVER AVE BEECH AVE \ �/ SANTA ANA AVE ti HEMLOCK AVE JURUPA AVE POPLAR AVE OLEANDER AVE CYPRESS AVE 11 II _ PROJECT SITE CONT. GENERAL NOTES VICINITY MAP NOT TO SCALE 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 THE 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. LEGEND: \ \. \.\\:\\.\\ CONSTRUCT PCC SIDEWALK CONSTRUCT AC PAVEMENT PROPOSED GRIND AND OVERLAY REMOVE EXISTING AC PAVEMENT PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING CENTERUNE G EXISTING GAS LINE EXISTING WATER LINE EXISTING SEWER EXISTING OVERHEAD UNE INDEX OF SHEETS SHEET 1 SHEET 2 - TITLE SHEET - PLAN AND PROFILE SHEET CONSTRUCTION NOTES AND QUANTITIES OCONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD PLAN NO. 1000. OCONSTRUCT 6.5" MIN ASPHALT CONCRETE OVER 12" MIN OF 95% COMPACTED NATIVE PER CITY STANDARD PLAN NO. 400. O3 SAWCUT AND JOIN EXISTING A.C. PAVEMENT. O4 GRIND AND OVERLAY A.C. PAVEMENT PER DETAIL E. 0 CONSTRUCT 6" P.C.C. SIDEWALK PER CITY STANDARD PLAN NO. 1006. CsCONSTRUCT CURB RAMP PER CITY STANDARD PLAN NO. 1003. 0 CONSTRUCT CURB RAMP PER CITY STANDARD PLAN NO. 1004. OS CONSTRUCT CONCRETE RETAINING WALL PER DETAIL C AND DETAIL D. O9 INSTALL DETECTABLE SURFACE PER CITY STANDARD PLAN NO. 1003. 10 REMOVE AND CONSTRUCT BLOCK WALL TO MATCH EXISTING WALL IN KIND. 11 REMOVE EXISTING PAVEMENT. 0 2 REMOVE EXISTING CONCRETE CURB, GUTTER, SIDEWALK, CURB RAMP OR WALL. 13 REMOVE TREE. 14 RELOCATE EXISTING MAIL BOX. 15 PROTECT EXISTING POWER POLE IN PLACE. 102 LF 45 TON 190 LF 250 SF 300 SF 1 EA 1 EA 43 LF 2 EA 20 LF 655 SF 120 LF 225 SF 1 EA 1 EA 1 EA AUTOCAD FILENAME: DIAL BEFORE YOU DIG TOLL FREE NYVVVVVVVVVVVVVVVAMA 4/)TWO WORKING S DA BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND 80OSERVICE ALEROT REV. 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 STANDARDS IN EFFECT. REVISION DESCRIPTION DATE ENGR. CITY DATE KOA CORPORATION 4 PLANNING & ENGINEERING 3190 C. Shelby Street Ontario, Califomia 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK: B.M. NO. 346 ELEVATION=1040.78' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS CITY OF FONTANA BENCHMARK 346 BEING A RAIL ROAD SPIKE SET IN POLE FOR STANDARD #740088E. 30FT WEST OF CENTERLINE BEECH AVE AND 660.1 FT SOUTH OF CENTERLINE SLOVER AVE. Prepared Under The Supervision Of : /1>N7flaV`-. Date : 11 -30q - MING f3q 4. MING GUAN. R.C.E. 75793 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: DESIGNED BY: SLOVER AVENUE AND BEECH _ AVENUE SCALE: As Noted DATE: CHECKED BY: APPROVED 'BY0 � (.4ed.t... DATE: '2D��T CITY ENGINEER R.C.E. 51152 DRAWING NO.: 5072