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HomeMy WebLinkAbout4062-1GENERAL NOTES FOR SEWER CONSTRUCTION 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 CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE 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. 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 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 WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 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. 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 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING. BUT NOT LIMITED T0, 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. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINNER 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. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 15. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL. INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTOYED 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 MONUMNET. 17. 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 BEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING. AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATION 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. 20. NO TRENCH BACKFILL SHALL TAKE PLACE PRIOR TO APPROVAL OF THE CITY INSPECTOR. 21., 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. 22. 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. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. 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. 25. 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. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT Q.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE JALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. ADDITIONAL SEWER NOTES: 8. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES. AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. 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. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED. INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES. CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL SIGNING. STRIPING. BARRICADES. AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA UTILITY NOTIFICATION LIST: CITY OF FONTANA ATTN: BRIAN WREN 8353 SIERRA AVENUE FONTANA, CA. 92335 (909) 350-6532 T»ms co M F,L_,r\1y ATTN: JACK JARVIS 16231 VALLEY BLVD. FONTANA. CA. 92335 (909) 428-8411 EMERGENCIES: 800-427-2200 SO. CALIFORNIA EDISON CO. 7951 REDWOOD AVE. FONTANA, CA. 92335 820-5598 - UNDERGROUND 875-5100 - TRANSMISSIONS 213-637-1233 - PIPELINES 357-6233 - DISTRIBUTION C800) 422- 41 33 CUSA) PACIFIC BELL CO. ATTN: VIRGINIA BECKER 3939 E. CORONADO ST. ANAHEIM, CA. 92807 C714) 666-5457 ADELPHIA (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO. CA. 91751 VERIZON CTELEPHONE) ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91756 (800)422-4133 CUSA) FONTANA WATER COMPANY ATTN: MIKE NcGRAW 8440 NUEVO AVENUE FONTANA, CA. 92335 822-2201 FAX: 823-5045 LEGEND: 140. Ar•G. kSFHALTI C CONCRETE P. C. C. PORTLAND CEMENT CONCRETE f> C', 13EGIN CUR\ E (1i RtDef__ �_INEL E3. Y G - BE61N V ERT1 CAL CURVE R/W RIGHT OF WAY B.W. BACK OF WALK TAN. TANGENT C.B. CATCH BASIN T.C. TOP OF CURB C.L. CENTERLINE W WIDTH E.C. END CURVE V VERTICAL DEPTH E.P. EDGE OF PAVEMENT (490.65) DENOTES EXISTING ELEVATION E.G. EDGE GRADE 590.69 DENOTES PROPOSED ELEVATION E.V.C. END VERTICAL CURVE AC PAVEMENT F.L. FLOW LINE REMOVAL F.S. FINISHED SURFACE �z T'��'' GRIND G,B. GRADE BREAK EDGE OF PAVEMENT H.P. HIGH POINT •- - R/H/ INV. O.C. INVERT To P or 600,GP_�DL= ON CURVE g.v.c. �Nn �r1L. cU1ev� 3` MAS SI_iE1✓ SOIL- 55%GOM�ihGrlaN nml�_l 1D`r MAX io'M� OR AD6GVAT'r--- 5+4o2t t l� OATn V soi t- go'% 6rMp471 Io op,_ AEE PER use t/�, CKUS1tu 51=-c- 5EDDIX16 lveR 5TD, SrEr-.S F'D)_ fUPL4 wofeKS crNsT. T%�6LE 200 t, z (A) �5"owt-4 t" MAX, 51z>~ :56L.r_-Gi- NATnV1= �1pt= $ADDING-q0�b ,r . t2, AM - 0. M- 1Or D�'�1--4 aiz `TR�tJ tV o SGML-� ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES 140. DESCRIPTION QUANTITY UNIT 1� INSTALL 8" EXTRA STRENGTH VCP SEWER PIPE Ig L O INSTALL PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 CID=48") t © INSTALL 4" EXTRA STRENGTH VCP SEWER LATERAL PER CITY STD. DWG. NO. 125 B ga L -F S4WGuT At -4V 1ZC�'t,lR �FA\8 ,,LC PC-. F- f_-4_(NY IT'D• ►J O . l 0"6 L -S SEWER PLAN Tq,,,A-CT 1741 C I� _VICINITY MAP N o Sc.L�L.t= PiREFARED FOR: (DEVELOPER) WESTERN STATES DEVELOPMENT PO BOX 1326 ALTA LOMA, CA. 91701-8326 (909)945-0430 UNDERGROUND SERVICE ALERT Q�pFMssj C o eK" M. ---.I _ 800 CALL: TOLL FREE 1 �� jC� ��� 2z rn m 22/ -2600 � (17788 � � (17788 it EXP: 06- 30- 07 �t t 06-30-09 * TF OF CAL1Fa OF C A, TWO WORKING DAYS BEFORE YOU D I G