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<br />UTILITY NOTES
<br />CONTRACTOR SHALL FIELD VERIFY LOCATiONS AND ELEVATIONS OF EXISTING
<br />UNLITES AtiO TOPOGRAPLIIC 11010105 PROR 10 THE COMMENCEMENT OF
<br />STE GRACING. THE CONTRACTOR SHALL IAMEGNITELY NOTIFY ENGNEER
<br />DISCREPANCIES OR VARIATIONS FROM THE PLANS.
<br />ALL EXISTING UTILITY LOCKNONS SHOWN ARE APPROXPFATE. CONTACT
<br />'GOPHER 51011 ONE CALI: (601-454-0002) FOR ULU!, LOCATIONS 4E
<br />HOURS PRIOR 10 EXCAVATION
<br />UTILITY CONSTRUCTION SHALL CONEORILL TO THE CURRENT EDITION OF
<br />-STANDARD SPE2IFICATIONS FOR WATERMAIN AND SERVICE UNE
<br />INSTALLATION AND SANITARY SEWER AND STORM DRAIN INSTALLATION* AS
<br />PREPARED BY ThE OTT ENGINEERS ASSODATION or 114141410050
<br />CATCH PASNs AND BANNOLES IN PAVED AREAS TO BE SOPPED 0.04 FEET
<br />CATCH BASINS IN GuTIERS TO BF SUI.IPED 005 FEET PER DETAILS.
<br />ELEVATIONS SPIJWN ON PLAN DO NOT REFLECT SUMPED ELEvATIONs
<br />ALL FIRE HYDRANTS SHALL BE LOCATED roir FEET EIErlaiD BACK Of CURB
<br />UNLESS OTHERVASE NOTED.
<br />TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATT VALVE, 25 FELT 00 SIX
<br />INCH ELIP WATERUAIN ANC ANT HYDRANT EXTENSION. EXTENSIONS TO 01
<br />INCIDENTAL.
<br />HYDRANT TO BE WATEROUR PACE wa-er. 05' BUR,
<br />vALVES SHALL BE RESLENT SEAT GATE - VuEL1E9 47370-20 (OR ECTUA:
<br />N1Na0214 Of E.0 7.1"1 00 COvER IS REO4NRE0 OVER AL. WATERVAiNS,
<br />UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY PE RECUTRED 51 Mq10:60
<br />INNtAtUkt E■GHTEEN .NCHES 5ERTI0AL SEPARAT■ON TO 54167400 3E1E6
<br />TTR STORN GRArN L,NES
<br />0011010011 1911 INSTALEEIT ALONG THL ROAD CENIERLINE 0E0EL01
<br />PP E 545 000N0ACIURER3 SPECITICATIONS. 010110. BENDs
<br />O 01811.100 OF EIGHTEEN NCHES 4E0000L SEPARANON ANIT TEN FEET
<br />DE HORIZONTAL SEPARATION L5 REOU'REG E04 ALT 116,715. O141E35
<br />OTHERWISE. 1*07.0.
<br />ALL SANOART SEVER r-ThE TO e!: Potrnive-. CoLoRot.
<br />26 UNLESS 0646066 NOTED
<br />CONTRACTOR 10 VAIN 14, PLANS tHrieuto406r 1950044160
<br />AND SuBANI THESE PLANS TG ENONEEN uPETT O91441EIION POP,.
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