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HomeMy WebLinkAbout2576-2GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION (SSPWC OR "GREEN BOOK"). ALL REFERENCED SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT 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 CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES, CONTROL POINTS, OR BENCHMARKS, SHOWN ON THE PLANS OR FOUND DURING CONSTRUCTION, WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. IF A MONUMENT, SURVEY CONTROL POINT OR BENCHMARK IS TO BE DESTROYED DURING CONSTRUCTION, IT SHALL BE REFERENCED, REPLACED, AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT) BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 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, DELINEATORS 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 CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. 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. 9. ALL STATIONING IS ALONG THE CENTERLINE OF SEWER PIPELINE EXCEPT WHERE OTHERWISE NOTED. 10. ELEVATIONS SHOWN ON PROFILE AS "RIM ELEVATION" ARE APPROXIMATE ONLY AND NOT TO BE USED FOR SETTING OF MANHOLE RING. 11. PIPELINE PROFILE ELEVATIONS ARE TO INVERT. LENGTH IN PROFILES IS TOTAL HORIZONTAL LENGTH BETWEEN MANHOLES. 12. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL MATCH THE FINISHED GRADE. 13. DIMENSIONED DISTANCES SHALL GOVERN OVER SCALED DISTANCES. 14. RESIDENTIAL AND COMMERCIAL SEWER LATERALS AND LATERAL HOUSE CLEANOUTS SHALL BE CONSTRUCTED PER CITY OF FONTANA STANDARD DETAIL 125, 125-A, AND 125-B. TERMINATE ALL SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 15. THE SEWER CONTRACTOR SHALL STAMP OR CHISEL AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF ALL SEWER LATERALS. 16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 17. 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. 18. THE CONTRACTOR SHALL CONTACT "UNDERGROUND SERVICES ALERT" (U.S.A.) AT 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO START OF WORK FOR FIELD LOCATION OF UTILITIES. 19. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 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 UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 20. THE LOCATIONS OF U11UTIES 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 CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION 21. CONTRACTOR SHALL POTHOLE UTILITIES NOT PREVIOUSLY POTHOLED 2,000 FT OR 10 DAYS IN ADVANCE OF CONSTRUCTION AND IMMEDIATELY NOTIFY ENGINEER OF ANY CONFLICTS. CITY APPROVAL OF CONNECTIONS. TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 22. WATER, SEWER, ELECTRIC, TELEPHONE AND GAS SERVICES ARE NOT SHOWN IN THE PLANS OR IN THE PROFILE. THE CONTRACTOR SHAD_ DETERMINE WATER, SEWER, ELECTRIC, TELEPHONE AND GAS SERVICE LOCATIONS IN COORDINATION WITH THE APPROPRIATE UTILITY. 23. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE. ALL IMPROVEMENTS DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE CONSULTING ENGINEER. 24. THE CONTRACTOR SHALL COMPLY WITH THE STATE DEPARTMENT OF HEALTH SERVICES CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS AS SET FORTH IN SECTION 64630, TITLE 22 OF THE CALIFORNIA ADMINISTRATIVE CODE. 25. ALL PROPOSED CONNECTIONS TO EXISTING SEWERS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY WORK. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHAH_ IMMEDIATELY NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 26. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE", ARTICLE 108, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. 27. CONTRACTOR SHALL PROVIDE STAGING AREA AT THEIR OWN EXPENSE. NO STAGING AREA SHALL BE PROVIDED BY OWNER. CONTRACTOR SHALL NOT STORE ANY MATERIAL OR EQUIPMENT IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 28. CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMITS FROM CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION, THE COUNTY OF SAN BERNARDINO, AND MWD, PRIOR TO THE START OF ANY WORK. PERMITS SHOULD BE ISSUED IN THE NAME OF "CITY OF FONTANA" AND SHALL BE MAINTAINED THROUGHOUT THE LIFE OF THE 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. 29. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS: THE CONTRACTOR SHAD_ DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE CONSULTING ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 30. AERIAL PHOTOGRAPHY AND GROUND SURVEY CONDUCTED IN AUGUST 1997 AND JUNE 1998 BY ASSOCIATED ENGINEERS, INC. FIELD AND PHOTOGRAMMETRIC SURVEY IS IN CONFORMANCE WITH THE NATIONAL MAP ACCURACY STANDARDS AND IN CONFORMANCE WITH THE LAND SURVEYORS' ACT OF THE STATE OF CALIFORNIA. Camp Dresser &McKee Inc. 9220 develend Averxie, Siite 100 Rancho C.ucertange, Ceifomia 91730 Tek (909) 573500 Fax (909) 880-5185 GENERAL NOTES (CONTINUED) 31. GEOTECHNICAL INVESTIGATION WAS CONDUCTED BY ZEISER KLING CONSULTANTS IN DECEMBER 1997. BORINGS ARE SHOWN ON THE PLANS IN THE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH AND FOLLOWING THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. THE GEOTECHNICAL REPORT IS ATTACHED AS AN APPENDIX TO THE PROJECT SPECIFICATIONS FOR THE CONTRACTOR'S REFERENCE AND INFORMATION. 32. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 33. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, 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 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY CAL/OSHA. 34. 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. 35. 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. 36. PRIOR TO CONNECTING THE PROPOSED SEWER TO EXISTING FACILITIES, THE CONTRACTOR SHALL VERIFY THEIR LOCATION AND DEPTH. 37. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE WORK DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 38. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IF ANY DISCREPANCY FOUND IN THE CONTRACT PLANS AND SPECIFICATIONS. CHANGES IN DESIGN MUST BE APPROVED BY THE ENGINEER. 39. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS, BUSINESSES, AND EMERGENCY SERVICE PERSONNEL AND VEHICLES AT ALL TIMES. A MINIMUM 12 -FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 40. 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 OR LEAVING IMPROVEMENTS. 41. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 42. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 43. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 44. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 45. ALL SEWER LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 46. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 47. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 48. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 49. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CIVIL NOTES 1. ALL WORK FROM APPROXIMATELY STATION 116+45 TO STATION 117+05 SHALL BE PERFORMED IN ACCORDANCE WITH METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA (MWD) REQUIREMENTS. ANY CORRESPONDENCE WITH MWD SHOULD REFERENCE SUBSTRUCTURES JOB NO. 2002-05-019. 2. EXCAVATION NEAR THE MWD UPPER FEEDER SHALL BE IN THE PRESENCE OF AN MWD REPRESENTATIVE. ANY EXCAVATION WITHIN TWO FEET OF THE PIPELINE MUST BE DONE BY HAND. 3. A TWO INCH GREEN WARNING TAPE IMPRINTED. WITH, "CAUTION BURIED SEWER PIPELINE" SHALL BE PLACED A MINIMUM OF 12 INCHES ABOVE THE SEWER UNE WITHIN 10 -FEET OF THE MWD UPPER FEEDER. 4. SHORING PLANS FOR THE BORING AND JACKING PITS, SIGNED BY A REGISTERED CALIFORNIA CIVIL OR STRUCTURAL ENGINEER SHALL BE SUBMITTED FOR REVIEW AND APPROVAL TO MWD AT LEAST 30 DAYS PRIOR TO CONSTRUCTION. 5. CONSTRUCTION EQUIPMENT EXCEEDING AASHTO H-20 LOADS SHALL NOT BE USED ABOVE THE MWD UPPER FEEDER PIPELINE. 6. ALL WORK PERTAINING TO THE CROSSING OF UTILITIES AND TUNNELS THAT ARE OWNED AND/OR OPERATED BY CALIFORNIA STEEL INDUSTRIES (CSI) SHALL BE COORDINATED WITH THE CSI REPRESENTATIVE. THE CONTRACTOR SHALL BE ADVISED THAT THE LOCATIONS OF EXISTING CSI UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE CIVIL ENGINEER ASSUMES RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATIONS SHOWN. THE CONTRACTOR SHALL BE ADVISED THAT CSI IS NOTA MEMBER OF UNDERGROUND SERVICE ALERT (U.S.A.). 7. ANY EXISTING TRAFFIC SIGNAL LOOPS THAT ARE COMPLETELY -OR PARTIALLY DESTROYED DURING CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH SSPWC, SPECIAL PROVISION SECTION 307-4.9 AND SECTION 15.2 OF CALTRANS STANDARD SPECIFICATIONS. 8. ABANDONMENT OF EXISTING MANHOLES OR SEWER PIPE SHALL BE IN ACCORDANCE WITH SSPWC SECTION 306-5. 9. ALL PAVING OPERATIONS AND TRAFFIC CONTROL OUTSIDE THE CITY LIMITS OF FONTANA SHALL BE PERFORMED IN ACCORDANCE WITH SAN BERNAkDINO COUNTY CONSTRUCTION REQUIREMENTS (SEE APPENDIX V). THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS, FOR COUNTY APPROVAL, FOUR WEEKS PRIOR TO THE START OF CONSTRUCTION AND OBTAIN APPROVAL PRIOR TO THE START OF CONSTRUCTION. 10. ANY TRAFFIC STRIPING OR MARKINGS THAT ARE DESTROYED DURING CONSTRUCTION SHALL BE REPLACED WITH THERMOPLASTIC STRIPING OR MARKINGS. 11. THE CONTRACTOR SHALL COVER ANY OPEN TRENCH WITH STEEL PLATING AT THE END OF THE WORK DAY. 12. THE CONTRACTOR SHALL COMPLETE THE INSTALLATION OF MANHOLES WITHIN STREET INTERSECTIONS AS QUICKLY AS POSSIBLE. THE CONTRACTOR SHALL NOT LEAVE OPEN TRENCHES OVERNIGHT WITHIN ANY STREET INTERSECTIONS WITHOUT APPROVAL FROM THE ENGINEER. 13. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE COUNTY, PRIOR TO ANY LANE CLOSURES ON COUNTY DESIGNATED "RACE DAYS" AT THE CALIFORNIA SPEEDWAY. TOLL FREE -qqmmmmw" 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION 5 • Svmn- „ fk Gghk LEGEND CIVIL NOTES (CONTINUED) 14. THE CONTRACTOR IS ADVISED THAT THE EXISTING ROADWAY BETWEEN STATIONS 115+95 AND 117+61, AND STATION 156+80 AND 162+00, MAY NOT HAVE SUFFICIENT WIDTH TO MAINTAIN AT LEAST ONE 12 -FOOT TRAVEL WAY IN EACH DIRECTION AS REQUIRED IN THE GENERAL CONDITIONS AND SPECIAL PROVISION SECTION 7-10.3. WIDENING OF THE ROADWAY SHALL BE DONE PRIOR TO PIPELINE CONSTRUCTION. IF THE CONTRACTOR IS TO DEVIATE FROM THESE REQUIREMENTS AT THE LOCATIONS SPECIFIED ABOVE, THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM THE ENGINEER AND SHALL SUBMIT DETOUR PLANS AS PART OF THE OVERALL PROJECT TRAFFIC CONTROL PLAN SUBMITTAL. 15. WHEN THE EDGE OF PAVEMENT OR CURB IS TO BE REMOVED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL OBTAIN SPOT ELEVATIONS EVERY TWENTY-FIVE FEET ALONG THE EDGE OF PAVEMENT OR CURB. THIS SHALL BE DONE PRIOR TO ANY TRENCHING ACTIVITIES. UPON COMPLETION OF TRENCHING OPERATIONS, THE CONTRACTOR SHALL RETURN THE PAVEMENT OR CURB TO ITS ORIGINAL CONDITION. 16. IN AREAS OUTSIDE THE TRENCH LIMITS, AS SHOWN ON THE PLANS OR AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL INSTALL AC PAVING. THE PAVEMENT SECTION SHALL MEET THE MINIMUM PAVEMENT THICKNESS REQUIREMENTS SHOWN IN THE PLANS. 17. BETWEEN STATIONS 168+44 AND 223+05 THE TRUNK SEWER WILL PARALLEL AN EXISTING COLLECTOR SEWER IN SAN BERNARDINO AVENUE. THE TRUNK SEWER WILL BE ON THE SOUTH SIDE OF THE EXISTING COLLECTOR SEWER AND WILL CROSS UNDER EXISTING SEWER LATERALS FROM THE SOUTH SIDE OF SAN BERNARDINO AVENUE. ALL OF THESE LATERALS WILL BE DISCONNECTED FROM THE EXISTING COLLECTOR SEWER AND RECONNECTED TO THE NEW TRUNK SEWER. THE RECONNECTION SHALL NOT BE MADE UNTIL THE TRUNK SEWER HAS BEEN TESTED AND APPROVED, DOWNSTREAM OF THE LATERAL CONNECTION. SERVICE MUST BE MAINTAINED UNTIL POINT OF RECONNECTION TO MINIMIZE ANY DISRUPTION OF SERVICE. ALONG CITRUS AVENUE, THERE ARE LATERALS THAT ARE CONNECTED TO THE EXISTING SEWER THAT WILL BE ABANDONED. 18. BETWEEN STATIONS 157+00 AND 162+00 THERE ARE 20 TREES WITHIN THE SAN BERNARDINO AVENUE RIGHT-OF-WAY. THESE TREES SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH SSPWC AND SPECIAL PROVISION SECTION 300-1. PRIOR TO ANY TREE REMOVAL WORK, A PERMIT FROM THE COUNTY OF SAN BERNARDINO SHALL BE OBTAINED. 19. AT LOCATIONS WHERE CONNECTIONS TO EXISTING FACILITIES WILL OCCUR, THE CONTRACTOR SHALL MAINTAIN FLOW OF THE SEWER SYSTEM. CONNECTIONS TO THE PROPOSED SEWER SHALL NOT BE MADE UNTIL ALL SEWER PIPE AND MANHOLES DOWNSTREAM HAVE BEEN COMPLETED AND ACCEPTED BY THE ENGINEER. ANY DIVERSION OF SEWAGE FLOWS OR PUMPING SHALL BE APPROVED BY THE ENGINEER. 20. PRIOR TO CONNECTION TO EXISTING MANHOLES AND SEWERS AT THE LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL VERIFY THE DEPTH OF MANHOLE OR PIPE INVERT AND NOTIFY THE ENGINEER IN THE EVENT OF ANY DEVIATIONS, FROM WHAT IS SHOWN ON THE PLANS. ASTM ABAN APN ASPH AVE CALTRANS CBMWD CMP CO CONC CSI D DB DI E ELEC EL ELEV F FH FL FM FP G GM GV HWY INT INV IRR L MH MP MRK MWD N NO OE P PCC PAC PB PED RCP S SCE SD SFPP SPPWC SS SSPWC STA TEL TG TRANS UNKN UPRR VCP W/L WM WTR WV W ABBREVIATIONS AMERICAN SOCIETY OF TESTING AND MATERIALS ABANDONED ASSESSOR PARCEL NUMBER ASPHALT AVENUE CALIFORNIA DEPARTMENT OF TRANSPORTATION CENTERLINE CHINO BASIN MUNICIPAL WATER DISTRICT CORRUGATED METAL PIPE CLEAN OUT CONCRETE CALIFORNIA STEEL INDUSTRIES DIAMETER DUCT BANK DROP INLET EAST, EASTERLY ELECTRIC, ELECTRICAL ELEVATION ELEVATION, ELEVATED FUEL FIRE HYDRANT FLOW LINE FORCE MAIN FLAG POLE GAS GAS METER GATE VALVE HIGHWAY INTERSECTION INVERT IRRIGATION LENGTH MANHOLE MASTER PLAN MARK METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA NORTH, NORTHERLY NUMBER OVERHEAD ELECTRICAL PROCESS PORTLAND CEMENT CONCRETE PACIFIC _ PULL BOX PEDESTAL REINFORCED CONCRETE PIPE SLOPE OR SOUTH SOUTHERN CALIFORNIA EDISON STORM DRAIN SANTA FE PACIFIC PIPELINES STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SANITARY SEWER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STATION TELEPHONE TOP OF GRATE TRANSFORMER UNKNOWN UNION PACIFIC RAILROAD VITRIFIED CLAY PIPE WATER LINE WATER METER WATER WATER VALVE WATER OR WEST 1, now DATE ENCR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT �. (� l0 1 � l► •.�5 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENCVNEER MAY REQUIRE REVL90NS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Q�pFES R,�s 11 co CD rn N 493 t� .9/33/08 C j1 Q 0 C', SHEET NO. G-1 G-2 G-3 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-2-3 C-24 C-25 C-26 C-27 C-28 C-29 C-30 Prepared Under The Supervision Of : !;:?. Z6 � Date : SHEET INDEX DESCRIPTION PROPOSED SANITARY SEWER AND BORE AND JACK CASING PIPE link mw PROPOSED SANITARY SEWER AND MANHOLE emp- - - EXIST UNDERGROUND CORRUGATED METAL PIPE FM- EXIST UNDERGROUND FORCE MAIN -�" -6- EXIST UNDERGROUND GAS MAIN eE EXIST OVERHEAD ELECTRIC - - - aE£- - - EXIST UNDERGROUND ELECTRIC -f9" -f'- EXIST UNDERGROUND PROCESS PIPING - - -42=' -RCf'- - - EXIST UNDERGROUND REINFORCED CONCRETE PIPE NOV 2006 EXIST UNDERGROUND STORM DRAIN &&-7 EXIST UNDERGROUND SANITARY SEWER -�E�- EXIST UNDERGROUND TELEPHONE - - - �"_W- - - EXIST UNDERGROUND WATER . v EXIST HANDICAPPED PARKING PROFILE EXIST FENCE 35+57.84 EXIST PALM TREE STA EXIST TREE OR BUSH PLAN AND EXIST SIGN a A A EXIST WALL o ---X- EXIST RAILROAD CROSSING ARM 53+00.00 EXIST RAILROAD PROFILE EXIST POWER POLE 53+00.00 EXIST STREET LIGHT STA EXIST TRAFFIC LIGHT El VA UL T EXIST CABLE TV, ELECTRIC OR TELEPHONE VAULT o DI EXIST DROP INLET (SD) 0 MH EXIST MANHOLE ® GM EXIST GAS METER ® WM EXIST WATER METER ® GV EXIST GAS VALVE ® WV EXIST WATER VALVE 0 VENT EXIST VENT K)+ FH EXIST FIRE HYDRANT TO EXIST DEPRESSION CONTOUR 97+00.00 EXIST Y CONTOUR PROFILE EXIST 5' CONTOUR 97+00.00 EXIST BUILDING STA EXIST UNDERGROUND BUILDING / STRUCTURE PLAN AND EXIST CURB AND GUTTER STA EXIST PAVEMENT STRIPING TO EXIST EDGE OF PAVEMENT (W/O CURB AND GUTTER) ---�- - EXIST STREET CENTERLINE - - EXIST RIGHT-OF-WAY - - - - EXIST PROPERTY BOUNDARY © P-1 POTHOLE LOCATION AND NUMBER B-1 SOIL BORING LOCATION AND NUMBER A SURVEY MONUMENT / SURVEY CONTROL POINT CIVIL NOTES (CONTINUED) 14. THE CONTRACTOR IS ADVISED THAT THE EXISTING ROADWAY BETWEEN STATIONS 115+95 AND 117+61, AND STATION 156+80 AND 162+00, MAY NOT HAVE SUFFICIENT WIDTH TO MAINTAIN AT LEAST ONE 12 -FOOT TRAVEL WAY IN EACH DIRECTION AS REQUIRED IN THE GENERAL CONDITIONS AND SPECIAL PROVISION SECTION 7-10.3. WIDENING OF THE ROADWAY SHALL BE DONE PRIOR TO PIPELINE CONSTRUCTION. IF THE CONTRACTOR IS TO DEVIATE FROM THESE REQUIREMENTS AT THE LOCATIONS SPECIFIED ABOVE, THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM THE ENGINEER AND SHALL SUBMIT DETOUR PLANS AS PART OF THE OVERALL PROJECT TRAFFIC CONTROL PLAN SUBMITTAL. 15. WHEN THE EDGE OF PAVEMENT OR CURB IS TO BE REMOVED DURING TRENCHING OPERATIONS, THE CONTRACTOR SHALL OBTAIN SPOT ELEVATIONS EVERY TWENTY-FIVE FEET ALONG THE EDGE OF PAVEMENT OR CURB. THIS SHALL BE DONE PRIOR TO ANY TRENCHING ACTIVITIES. UPON COMPLETION OF TRENCHING OPERATIONS, THE CONTRACTOR SHALL RETURN THE PAVEMENT OR CURB TO ITS ORIGINAL CONDITION. 16. IN AREAS OUTSIDE THE TRENCH LIMITS, AS SHOWN ON THE PLANS OR AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL INSTALL AC PAVING. THE PAVEMENT SECTION SHALL MEET THE MINIMUM PAVEMENT THICKNESS REQUIREMENTS SHOWN IN THE PLANS. 17. BETWEEN STATIONS 168+44 AND 223+05 THE TRUNK SEWER WILL PARALLEL AN EXISTING COLLECTOR SEWER IN SAN BERNARDINO AVENUE. THE TRUNK SEWER WILL BE ON THE SOUTH SIDE OF THE EXISTING COLLECTOR SEWER AND WILL CROSS UNDER EXISTING SEWER LATERALS FROM THE SOUTH SIDE OF SAN BERNARDINO AVENUE. ALL OF THESE LATERALS WILL BE DISCONNECTED FROM THE EXISTING COLLECTOR SEWER AND RECONNECTED TO THE NEW TRUNK SEWER. THE RECONNECTION SHALL NOT BE MADE UNTIL THE TRUNK SEWER HAS BEEN TESTED AND APPROVED, DOWNSTREAM OF THE LATERAL CONNECTION. SERVICE MUST BE MAINTAINED UNTIL POINT OF RECONNECTION TO MINIMIZE ANY DISRUPTION OF SERVICE. ALONG CITRUS AVENUE, THERE ARE LATERALS THAT ARE CONNECTED TO THE EXISTING SEWER THAT WILL BE ABANDONED. 18. BETWEEN STATIONS 157+00 AND 162+00 THERE ARE 20 TREES WITHIN THE SAN BERNARDINO AVENUE RIGHT-OF-WAY. THESE TREES SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH SSPWC AND SPECIAL PROVISION SECTION 300-1. PRIOR TO ANY TREE REMOVAL WORK, A PERMIT FROM THE COUNTY OF SAN BERNARDINO SHALL BE OBTAINED. 19. AT LOCATIONS WHERE CONNECTIONS TO EXISTING FACILITIES WILL OCCUR, THE CONTRACTOR SHALL MAINTAIN FLOW OF THE SEWER SYSTEM. CONNECTIONS TO THE PROPOSED SEWER SHALL NOT BE MADE UNTIL ALL SEWER PIPE AND MANHOLES DOWNSTREAM HAVE BEEN COMPLETED AND ACCEPTED BY THE ENGINEER. ANY DIVERSION OF SEWAGE FLOWS OR PUMPING SHALL BE APPROVED BY THE ENGINEER. 20. PRIOR TO CONNECTION TO EXISTING MANHOLES AND SEWERS AT THE LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL VERIFY THE DEPTH OF MANHOLE OR PIPE INVERT AND NOTIFY THE ENGINEER IN THE EVENT OF ANY DEVIATIONS, FROM WHAT IS SHOWN ON THE PLANS. ASTM ABAN APN ASPH AVE CALTRANS CBMWD CMP CO CONC CSI D DB DI E ELEC EL ELEV F FH FL FM FP G GM GV HWY INT INV IRR L MH MP MRK MWD N NO OE P PCC PAC PB PED RCP S SCE SD SFPP SPPWC SS SSPWC STA TEL TG TRANS UNKN UPRR VCP W/L WM WTR WV W ABBREVIATIONS AMERICAN SOCIETY OF TESTING AND MATERIALS ABANDONED ASSESSOR PARCEL NUMBER ASPHALT AVENUE CALIFORNIA DEPARTMENT OF TRANSPORTATION CENTERLINE CHINO BASIN MUNICIPAL WATER DISTRICT CORRUGATED METAL PIPE CLEAN OUT CONCRETE CALIFORNIA STEEL INDUSTRIES DIAMETER DUCT BANK DROP INLET EAST, EASTERLY ELECTRIC, ELECTRICAL ELEVATION ELEVATION, ELEVATED FUEL FIRE HYDRANT FLOW LINE FORCE MAIN FLAG POLE GAS GAS METER GATE VALVE HIGHWAY INTERSECTION INVERT IRRIGATION LENGTH MANHOLE MASTER PLAN MARK METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA NORTH, NORTHERLY NUMBER OVERHEAD ELECTRICAL PROCESS PORTLAND CEMENT CONCRETE PACIFIC _ PULL BOX PEDESTAL REINFORCED CONCRETE PIPE SLOPE OR SOUTH SOUTHERN CALIFORNIA EDISON STORM DRAIN SANTA FE PACIFIC PIPELINES STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION SANITARY SEWER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STATION TELEPHONE TOP OF GRATE TRANSFORMER UNKNOWN UNION PACIFIC RAILROAD VITRIFIED CLAY PIPE WATER LINE WATER METER WATER WATER VALVE WATER OR WEST 1, now DATE ENCR. CITY DATE SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS NOT �. (� l0 1 � l► •.�5 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENCVNEER MAY REQUIRE REVL90NS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. Q�pFES R,�s 11 co CD rn N 493 t� .9/33/08 C j1 Q 0 C', SHEET NO. G-1 G-2 G-3 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-2-3 C-24 C-25 C-26 C-27 C-28 C-29 C-30 Prepared Under The Supervision Of : !;:?. Z6 � Date : SHEET INDEX DESCRIPTION `0 SAN BERNARDINO AVENUE TRUNK SEWER N Cn COVER SHEET AND LOCATION PLAN DRAWN BY: WF/CEB GENERAL NOTES, GENERAL NOTES, CIVIL NOTES & SHEET INDEX AGENCY INDEX. SURVEY NOTES & DATA TABLES: SURVEY CONTROL. POTHOLE. BORING & MANHOLE NOT USED DESIGNEDBY-ML DA NOV 2006 0 NOT USED 0 DRAWING NO.: 2 576 2 U O DkT/LRL . v PLAN AND PROFILE STA 35+57.84 TO STA 42+00.00 PLAN AND PROFILE STA 42+00.00 TO STA 53+00.00 PLAN AND PROFILE STA 53+00.00 TO STA 64+00.00 PLAN AND PROFILE STA 64+00.00 TO STA 75+00.00 PLAN AND PROFILE STA 75+00.00 TO STA 86+00.00 PLAN AND PROFILE STA 86+00.00 TO STA 97+00.00 PLAN AND PROFILE STA 97+00.00 TO STA 108+00.00 PLAN AND PROFILE STA 108+00.00 TO STA 119+00.00 PLAN AND PROFILE STA 119+00.00 TO STA 130+00.00 PLAN AND PROFILE STA 130+00.00 TO STA 141+00.00 PLAN AND PROFILE STA 141+00.00 TO STA 152+00.00 PLAN AND PROFILE STA 152+00.00 TO STA 163+00.00 PLAN AND PROFILE STA 163+00.00 TO STA 174+00.00 PLAN AND PROFILE STA 174+00.00 TO STA 185+00.00 PLAN AND PROFILE STA 185+00.00 TO STA 196+00.00 PLAN AND PROFILE STA 196+00.00 TO STA 207+00.00 PLAN AND PROFILE STA 207+00.00 TO STA 218+00.00 PLAN AND PROFILE STA 218+00.00 TO STA 223+38.87 NOT USED NOT USED Uj N CD KEY MAP NOT USED U CITRUS AVENUE PLAN AND PROFILE STA 10+00.00 TO v STA 16+80.86 a PROFILES STUB OUTS A THROUGH K °D E MISCELLANEOUS DETAILS I MISCELLANEOUS DETAILS II cD MWD INVERTED SIPHON DETAIL 0 O NOT USED LO ELECTRIC TUNNEL INVERTED SIPHON DETAIL z rn 3 N 0 .wl �U) CITY OF FONTANA, CALIFORNIA `0 SAN BERNARDINO AVENUE TRUNK SEWER N Cn DRAWN BY: WF/CEB GENERAL NOTES, SCALE: NTS &SHEET INDEX w DESIGNEDBY-ML DA NOV 2006 0 CHECKED BY. 0 DRAWING NO.: 2 576 2 U O DkT/LRL . v G•2 27 - CITY ENGINEER R.C.E. 51152 DATE: 0 O WO AVE C-8 C-9 C-10 C-11 C-12 C-13 C -14"C-15' C-16; C-17 , C-18 , C-19 , C-20 / 5 C-6 C-7Ld j (V Q = �� v� / ��o �W _ 0 BL VD. W U_ / W LLj oc i r • SAN BEPNARDINO FREEWAY 11-10J N w cn LU Q Lw :-- j Q QUA I SL O VER AVE Q Q Q Q tz Q Q W �- Q Q O z �U_ ��oZ V W Q o Q j Q? / 77 Q � m Cocc V V O �i Uj N CD KEY MAP 0 NTS o c 0 LL_ CITY OF FONTANA, CALIFORNIA `0 SAN BERNARDINO AVENUE TRUNK SEWER N Cn DRAWN BY: WF/CEB GENERAL NOTES, SCALE: NTS &SHEET INDEX � -o DESIGNEDBY-ML DA NOV 2006 0 CHECKED BY. AP ROVED BY DRAWING NO.: 2 576 2 U O DkT/LRL . v G•2 27 - CITY ENGINEER R.C.E. 51152 DATE: