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L <br />I I � <br />CONNECT 10 <br />EXIST. WATER MAIN <br />E.4 e <br />60 -"1 <br />J L <br />I <br />EIGHT OF MY PEW EEO OF EAR? OF RV <br />POP BOCK 2? OF OEEDS PACE 481 <br />cal 48 Hours wren. digging <br />GOPHER STATE ONE CALL <br />T.ia Mks Mao 454 -0002 <br />101. TM Frew 1 -800 -252 -1188 <br />} <br />,' VALVE <br />1 -8.X61 TEE <br />lr <br />NYDReM <br />1-6' GAZE VALVE <br />11 -6'X8' TEE <br />HYDRANT Tr ' 0 HYDRANTJ <br />1-r MALE VALVE 1 -8' GAZE VALVE <br />28'-8- DIP 28' -8' OF <br />1 -8'X5 NEE 1--8 7C8* TEE <br />HYDRANT <br />1 -6• GATE VALVE <br />1 -8*M* CROSS <br />1- 8'X0' REDUCER <br />i <br />I <br />TEMP <br />87.00080. PL <br />PFRr000 <br />RSTALH <br />8000 Mt FI' <br />PFE4100 <br />HYDRANT <br />1 -6' GATE VALVE <br />12'-8' DO <br />1 -6'x8' TEE <br />COSTING <br />RIM •91 <br />104 <br />918.0 <br />+•894.4 <br />SSWH 111 <br />N■B96.5 <br />SMAH 112 <br />81.8067 <br />RN•891.7 <br />`S99C 113 <br />HYDRANT <br />VALVE <br />1-6' GALE NV�'BDO.4 <br />12'-6' DIP <br />1 -0'x6• TEE - <br />lth <br />SSW 100 <br />861.8143 <br />DN •4186.0 <br />SUM 101 <br />121•907.0 <br />NV 866.1 <br />88101 102 <br />NV668A <br />851111 103 <br />881•906.7 <br />66iwE66.6 <br />mm UTILITY NOTES <br />• COMRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF <br />EXISING MERTES AND TOPOGRAPHIC FEATURES. SUCH AS EXISTING GUTTER <br />GRADES AT THE PROPOSED DRIVEWAYS. PRIOR 10 START OF PAVING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOIFY THE ENGINEER OF ANY <br />DISCREPANCIES OR VARIATIONS FROM PINS <br />• CONTRACTOR IS TO CONTACT *GOPHER STATE ONE CALL' FOR U1RRY <br />LOCATIONS - 454 -0002 48 HOURS PRIOR TO EXCAVATION \ \CO STRUCtgN. • <br />• REFER TO SITE PLAN FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS <br />AND LAYOUT. <br />• ALL WATER MN. SANITARY SEWER MD STOMA SEWER CONSTRUCTION <br />SHALL CONFORM TO *STANDARD UTRJIY SPECWTCATIONS FOR WATER MAIN <br />AND SERVICE LNE INSTALLATION AND SANITARY SEWER AND STORM SEWER <br />INSTALLATION' 1988 mow. AS PREPARED BY THE CITY ENGINEERS <br />ASSOCIATION OF IW4NESOTA. <br />i .■■••41 <br />LEGEND <br />_.. 10051110 <br />0 . • • •••■43:, <br />10041-01-5.6 CBIE <br />PROPERTY Lli <br />CURB MM <br />CASme=meTMAN110IE <br />WAWA MMI <br />MAIRMIE/SNRMY SEYD! <br />O 01ULY POLE <br />CD <br />TM. 801010 <br />.NM 8 <br />MOW <br />i 6A15 WANE <br />• REFER TO MIMING PUN FEE STORM SEWER MOUE <br />• ALL 5611066 D MATERIAL SHWl BE INSPECTED NM APPROVED BY ENGINEER <br />PRIOR TO INSTALLATION. ALL REJECTED MATERIAL SHALL BE DISPOSED OFF SITE <br />• ALL WATER SERVICE PIPE SHALL BE (0.0?.) DUCTILE IRON PIPE CL 52 <br />OI.ESS OTHERWISE NOTED. <br />• SANITARY SEWER SERVICE PIPE SHALL 85 SOR 35 UNLESS <br />OTHERWISE NORM <br />• ALL MANHOLES N PAVED AREAS SHALL BE SOAPED 0.04'. <br />• CONTRACTOR SHALL VERIFY SERVICE LOCATIONS AND ELEVATIONS WITH <br />MECHANICAL PINS PRIOR TO CONSTRUCTION. <br />• 7.5' MINIMUM COVER OVER WATER MAIN. <br />i 0 <br />J <br />M MEET <br />