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Home My WebLink About3612-1GENERAL NOTES FOR SEWLR INIPROVENIENT'PLANS I 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"), ALI, REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE TnE LATEST EDITION UNLESS OTHERWISE NOTED. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMITFOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATIO HOWEVER, TFSHALI., BETHE RESPONSIBILITY OFTHE CONTRACTORTO DETERMINE, INTUE IAE'L THE TRUE LOCATIONAND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONTO AVOID DANIAGE THERETO. THE CONTRACTOR SHALL CONTACTUNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE wrm 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 ENGINEER TO I ' NABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEN'MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACE-VIENTOF EXISTING SURVEVCONTROL, INCLUDING 8 1.1 RVI"MCNC NIENTS, NIONUAIENTTIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUM-E NTS 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 13E ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL, RESIDENTS AND BUSINESSES AT ALL TIMES. A INUNIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18 T14E CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUSTCONTROL, INCLUDING ADEQUATE WATERING, AT ALLTIMES. 19 THE CONTRACTOR SHALL NOT CAUSE ANYEXCAVATED MATERIAL,.INIUD, 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 WITHOUT PRIOR APPROVAL OFTHE CITY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL, BACKFILL COMPACTION. FAILURE ToOBTAINTHE REQUIRED DENSITYSHALL 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 IMPROVENIENTS. UPON INSPECTION OF TI IE SITE, TI IE CITY ENGINEER MAY REQ U [RE TEMPORARN' NON-ERODEABLE SWALES, ENTERING OR LEAVING INIPROVENIENTS, 23 ALL EXPOSE D CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 IFSENVER CONSTRUCTION IS TO BE DONEIN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 1-550 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 SEALTVPE 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 VCP STUBS WITH FLEXIBLE COMPRESSIONJOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINORDEFLECTIONS IN ALIGNMENT. - --------- d �_Tl U- SHOULD CONSTRUCTION OF THE REQUIRED SEAL Prepared Under The Supervision Of IMPROVEMENTS NOT COMMENCE WITHIN TWO q_ YEARS OF THE DATE OF APPROVAL SHOWN HEREON cl DRAWN BY' AND CARRIED FORTH IN A DILIGENT MANNER, THE > VINCENT W. SCA RPATI IDSK CITY ENGINEER MAY REQUIRE REVISIONS TO THE No. 33520 xp, 6/30/2006 Iiy—. DESGNED Llj PLANS TO BRING THEM INTO CONFORMANCE WITH c IV I\- Exp. Dated® 6-30-06 Date IEC SKKED BN STANDARDS IN EFFECT. ENGR'S NAME. R.C.E. 33520 Vws 7 - -_- - ----------- -4:11 2 ORES AVENUE Uj 4 �+l 4��j 1 �11 9� 3+23.02 (4 RIM (43,19) FS (42.92) R .. .. .. -------- - - (38,16) INV (36.77) INV MATCH SOFFIT 28 PRIOR `TCI CONSTRUCTIONJIJE CONTRAC'I'OR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONN E(71 ONS. CITY APPROVAL OF CONNEcTIONSTO 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% NIININJUAl GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE ]'HE LOTWITH A PLUG 1211 BELOWTHE GROUND SURFACE. WHEN PUBLIC LIT I L ITY EASEMENTS EXIST NEXT THE STREET RIGHT OFWAY, 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 T1 IE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFVTFIE ENGINEER AND ALL AFFECTED AGENCIES INIANIEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTH., THE FORMS AND REINFORCING s,rEEL HAVE BEEN PLACED, 1,NSPFCI',E[:,) ANI)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 PAVE NIENT PRIOR TO PLACEINIENT. 36 ALL MANHOLES, CLEANOLJTFRANIES, COVERS AND VALVE BOXES SHALL BE RAISEDTo FINISHED GRADE BY'rHE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37 UPON ( ' 'ONIPLETION OFCONSTRUCTION, CONTRACTOR SHALL RE -STORE ALL, SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE (_ATYTRAFFIC ENGINEER, 38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THF: CONTRACTORTOTHE EINGINE.ER OFRECORI), WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, U) /1�NNNV\AAAAVVV'A TOLL FREE ` �-_ -- 1 —800-226-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION AOTES-0 INSTALL 6" EXTRA STRENGTH VCP SANITARY LATERIAL AND CLEANOUT PER CITY OF FONTANA STANDARD DETAIL 125. PIPE SHALL BE PLACED 2% MINIMUM REPLACE PAVEMENT PER STREET IMPROVEMENT PLANS, CONTRACTOR TO VERIFY INVERT PRIOR TO INSTALLATION. BLANK INSTALL CLEANOUT IN ACCORDANCE WITH CITY OF FONTANA STANDARD 125. 22 CONECT TO EXISTING MANHOLE. CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED SEAL Prepared Under The Supervision Of IMPROVEMENTS NOT COMMENCE WITHIN TWO q_ YEARS OF THE DATE OF APPROVAL SHOWN HEREON cl DRAWN BY' AND CARRIED FORTH IN A DILIGENT MANNER, THE > VINCENT W. SCA RPATI IDSK CITY ENGINEER MAY REQUIRE REVISIONS TO THE No. 33520 xp, 6/30/2006 Iiy—. DESGNED PLANS TO BRING THEM INTO CONFORMANCE WITH c IV I\- Exp. Dated® 6-30-06 Date IEC SKKED BN STANDARDS IN EFFECT. ENGR'S NAME. R.C.E. 33520 Vws CITY OF FONTANA, CALIFORNIA