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HomeMy WebLinkAbout2756-11. 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 LATEST EDITION UNLESS OTHERWISE NOTED. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR OT PAVING OF STREETS. 6. 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 CONTACT UNDERGROUND SERVICE ALERT AT 1-wo-227-28015 TWO WORKING DAYS BEFORE EXCAVATION. 7. ALL MANHOLES. CLEAN OUT FRAMES. COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. S. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHO�. 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. 9. AS -BUILT DRANK SHALL. BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REF RENCE TO PRECEDENCE PROVISIONS IN THE *GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 11. ALL APPROVED SOIL STERM.ANT IS RECUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND FINISH TO MATCH EXISTING. 13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPNO 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. 15. 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. 16. NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MUD. SILT OR DEWS TO BE DEPOSITED ONTO PUBLIC OR PFAVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 18. IT SMALL BE THE RE9PON5 TTY OF THE CONTRACTOR TO MAINTAIN SARlRICADES. DELI CA70RS OR OTHER TRAFFIC CONTROL AT ALL TIMES. It. A GEOTECHNICAL E'NG hTER SHALL CERTIFY ALL QACKFILL COMPAC 100. FAILURE TO OBTAIN THE RECUNED DENSITY SHALL IEOUNE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 20. ALL MATERIALS AND MEIN= ARE "ACT TO THE APPROVAL OF THE CITY ENGINE®!. 21. 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 OD&CiiMARiKS AND CONSTRUCTION CONTIM STAKIN* DURING CONSTRUCTION. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 37 RM IMF ROVEhIENTS. UPON IIIECAEIN OF THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY NONERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. IF EWJTMVG UTILITIES OR ANY OTHER FACILITIES CONFLJCT WITH TIE 730 THE CONTRACTOR SHALL NOTIf'Y Am ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24. THE CONTRACTOR MALL NOT DISTURB EXMTING SURVEY MONUMENTS. MONUMENT TIES OR BETH MANAKS W 111HOUT PRIOR W07WICAWM TO THE CITY ENGINEER 23. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL., MCLUDING SURVEY MONUMENTS. MONUMENT TIE'S AND DENCH MARRIES, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR UCENSED 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. 26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MIN11MUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES 27. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 2e. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT 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. 29. TERMINATE ALL 4' HOUSE 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. IN THE CITY OF FONTANA 30. THE SEWER CONTRACTOR SHALL STAMP AN »S» IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL r MAX. SIZE NATIVE 31WN. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE SOI COMPACTED 957 rMINBOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. A 6» MIN. H�H S MMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 10 (f » MAX 10' MAX. 32. ALL 4» HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 33. PRIOR TO CONSTIIUCIM, THE CONTRACTOR SHALL EXPOSE EXISTMdQ FAC TIES AND VERSIFY ELEVATION /HMD LOCATION OF OONNEC 10Ni CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE - - PLANS. 34. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING. AT ALL TIMES.SZE d' MAX. S� ELECTED NA�IV�- NATIVE SOIL BEDDING COMPAC7W 35. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR M" DEFLECTIONS IN COMPACTED 90R TO 90% ALIGNMENT. 36. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. METHODS AND PROCEDURES DESCRIBED IN THE »W.A.T.C.H. MANUAL', LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SKMNG. STRIPING. BARRICADES AND OTHER TRAFFIC CONTROL ". it . • N DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ;': • + o 31L IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 39. NO OPEN TREN04 SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGMIEER. PRIVATE ENGINEER' CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JCB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONAS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR THE ENGINEER. Underground service Alert rSa TOLL ricM S-800-227-2000 1 TWO WORKM MY* WOM YOU DN TYPIO__ BMING FOR S* VW LAS THAN 10' DEW N.T.S. TABLE: 200-1.2 (A] 71T71PERCTAGE PASSINTSIEVES - 1 1- 3 4 100 112w 90-100 20-60 5 0-5 ASTM C1 TEST GRADWO - s CONSTRUCTION NO Q CONSTRUCT r VCP SEWER MAINLINE 2� CONSTRUCT 60' MH PER CITY STD. 112 © ooNSTm= 4i' mm Put CITY vo. 112 CONSTRUCT W LATERAL Q SEWER »Yi L�f Y jo'f JC 4� SCALES: 1 » - sa' C MIN. 1Cr MAX. Ir WAX. SITE NATIVE SOIL COMPACTED 90N w r MAX. SIZE NATIVE COMPACTED 95� 6» MIN. 10' MAX I* MAX S17E �SELECTED NATtW BEDDING CPACTED OM TO 90x 1/r CRUSHED STONE BEDDINO PER STD. SPECS. FOR PUBLIC WORKS CONSTRUCTION TAKI TYPlO1i1L BEDDW FOR B' VW 1 d' OR DEEPER NJA 1,425.5 LF. 2 EA. 3 EA. 30 LF. 14 EA NO CONNECTION FOR THE DISPOSAL OF INDUSTRIAL WASTES SHALL BE MADE TO SEWER SHOWN ON THESE DRAWINGS UNTIL A PERMIT FOR INDUSTRIAL WASTEWATER DISCHARGE HAS BEEN ISSUED BY THE SANITATION DISTRICTS FOR SAID CONNECTION. �d-Afif roPa-4i T graat tifs �vR- ENepy.+lrpv4r/WoqK- WrmtrJ