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Home My WebLink About4269-11, 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 LAI'EST EDITION UNLESS OTHERWISE NOTED, 2,� WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUM,ENTS THAT CAN NOT 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 EN-GINEER. 4� CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF' FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING :DIVISION PRIOR rO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR 'TO THE START OF ANY WORK IN PUBLfC RlGHT0E--WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRA(""FOR SHALL CONFORM TO ALL TRAFFIC CONTROL. POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST" NON—METR[C EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFffC ENGINEER. 6� rr SHALL BE THE RESPONS61LITY OF 'THE CONTRACTOR TO MA�NTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7� THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVA-110N OR "FRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STARE, DIVISION OF INDUSTRIAL- SAFETY. 8. THE WAIA.-S AND FACES OF ALL EX(�AAVATIONS 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 PUBLIC RIGHT—OF—WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT' PURPOSE, 10.1'HE 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 CONTACT UNDERGROUND SERVICE ALERT AT 1---800--227--2,600 TWO WORKING DAYS BEFORE EXCAVATION. 11,T11E CONTRACTOR SFIALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES IN(NWDING, 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. 13.THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT' THE APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE" WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS'. 143'rATION[NG REFERS TO 'THE CENTERLINE OF SEWER 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 C0N,STRLK,Jl0N,, 16.THE CONTRACTOR SHALL NOT Dls,rURB EXISTlNG 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 rHIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABIJSHED FOR LATER REPLACEMENT OF THE MONUMENT. 18.THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES A,r ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAIN,TAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EM,ERGENCY VEHICLES. '19.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCWDING ADEQUATE WATERING, AT ALL, TIMES. 20,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. 21.NO TRENCH BACKFILL SHALL TAKE PLACE WiTtlOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22.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. 23.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 IMPROVEMENT.S. 24.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25.1F 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. 26.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 T11E PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 27.NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE �DAY WI'THOUT PRIOR APPROVAL OF THE CITY ENGINEER. 28.SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANF40LE WALLS TO ALLOW FOR MINOR DEFLECTION IN ALIGNMENT, 29.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITtES, AND VERIFY ELEVA110N AND LOCAT[ON OF CONNECT10NS, CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 30.ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 31JERMiNATE ALL 4"' FlOUSE SEWER LATERALS 3 FEET' INSIDE THE LOT WITH A PLUG, 12" BELOW THE GROUND SURFACE. WFiEN PUBLIC UTILITY EASEMENT'S EXIST NEXT TO THE STREET RIGHT—OF—WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UT�LITY EASEMENT. 32.THE SEWER CONTRACTOR SHALL STAMP AN "S"' IN THE FACE OF' THE CURB AT THE LOCA110N OF THE SEWER LATERAL. 33.1F EXISTING UTIUTIES OR ANY OTHER FACILITIES CONFLICT NTH, THE PROPOSED [NIPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 34.N.0 CONCRETE SHALL BE PLACE[) UNTIL 114E FORMS AND R-EINFORCtNG STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 35.ALL UNDERGROUND UTI'LITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 36.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT' PRIOR TO PLACEMENT. 37.ALL, MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 38.UPON COMPLE'rm OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, 39,,AS--BVlLT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROViDE RECORD DRAWING TO THE 0TY ENGINEER. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT m1mmalm BASIS OF BEARING.- THE BEARING ON THE CENTERLINE OF BASELINE AVENUE, BEING N- 90*00'00" Ep WAS USED AS THE BASIS OF BEARING FOR 'THIS MAP. Im CITY OF FONTANA, CALIFORNIA SEWER I-M-PROVEMENT- P_ LAN Lo CD I CD 16 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA, 92335 (909) 350-6632 REVISION DESCRIP110N TRACT 16919 SITE M AP _091"Nommm"W"Mumeam" mma!mmm- SCALE: 1 $v =80' 2-1-E—E T LN D E X TITLE' SHEET 2 SPRING TIME A VENUE .5.E WE RS YM B QLa—LEG E N D m m m 48 0 _EaRMA1M_DJ(AN!UE_$__.o, 144 LF 1 EA 6 EA/ 254 LF N _OTE.1.1. - QUANTITY ESTIWATES ARE PROVIDED FOR THE INFORMATION AND CONVENIENCE' OF" THE DE'VELOPER ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACCU'RATELY ESTIMAT[NG OUANTITIES OF ALL CONSTRUCT10N ITEMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. -VICINITY MAP - NO, SCALE L___ AC PAVEMENT ,,----AGGREGAl_E, BASE ,--Y MAX. SIZE NA'TIVE SOIL. COMPACTED TO 95% 6" MAXIMUM SIZE NATIVE SOIL 11: 1 SLOPE OR FLATTER OR APPROVED SHORING Q-ONTR-A PRIVATE ENGINEERS NOY'ICE TO CONTRACTORS LC) 4-5 m m 48 0 _EaRMA1M_DJ(AN!UE_$__.o, 144 LF 1 EA 6 EA/ 254 LF N _OTE.1.1. - QUANTITY ESTIWATES ARE PROVIDED FOR THE INFORMATION AND CONVENIENCE' OF" THE DE'VELOPER ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACCU'RATELY ESTIMAT[NG OUANTITIES OF ALL CONSTRUCT10N ITEMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. -VICINITY MAP - NO, SCALE L___ AC PAVEMENT ,,----AGGREGAl_E, BASE ,--Y MAX. SIZE NA'TIVE SOIL. COMPACTED TO 95% 6" MAXIMUM SIZE NATIVE SOIL 11: 1 SLOPE OR FLATTER OR APPROVED SHORING Q-ONTR-A PRIVATE ENGINEERS NOY'ICE TO CONTRACTORS