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C <br />EXISTING <br />RIM -912 <br />INV -885! <br />/ <br />/ / <br />/ <br />/ <br />i/ <br />/,/ <br />// <br />61 <br />8 " -45 DIP BEND <br />NV. •907,6 <br />104 <br />.•894.4 <br />-MH 10 <br />M -912 • <br />NAT R <br />{ <br />9oi`o <br />BETAS. D <br />510084 FT <br />FFB4OOD <br />8' -45' DIP BEND <br />1 rN.-9 <br />I3.0 <br />FE E <br />840084 FR <br />PPE-910.0 <br />._._._._ <br />\ ' -6= PVC 0 0.40% <br />HYDRANT <br />1 -6" GrJE VALVE <br />1-8x61 TEE <br />L <br />CONNECT TO <br />EXIST. WATER MAIN <br />r <br />J <br />I_ <br />so L <br />Coll 48 Hours before digging <br />GOPHER STATE ONE CALL <br />Twin Cities Area 454 -0002 <br />MN. Toll Free 1 -800 -252 -1166 <br />676117 Q'' WAY PER DEED OF RMHT Or WAY <br />PER BOON 27 OF 0EED5. PAGE 491., <br />EMSP.VG ) <br />/6:acfN /1 <br />THYDFiANT <br />1 -6" GATE VALVE <br />I1 -8x6' TEE <br />V. ST <br />FETAL F <br />37,00084 FT. <br />PPE-W00 <br />o <br />1 HYDRANT <br />1 -6" GATE VALVE <br />1- 6x6" TEE <br />SSMH 108 <br />8214 -909.1 <br />INN -895.2 <br />FETAL O <br />81,53p 84 FT. <br />PPE-9100 <br />FETAL I4 <br />81 4 2008 FT. <br />PPE-St/DA <br />0N.•9010 <br />HYDRANT <br />1 -6' GATE VALVE <br />28' -6' DIP <br />1 -8'X6" TEE <br />HYDRANT <br />1 -6' GATE VALVE <br />1 -8x8' CROSS <br />1 -8x6' REDUCER <br />INN. •987.0 <br />J <br />_S <br />Fr 3' SERVICE 0 HYDRANT <br />1 -6' GATE VALVE <br />28' -6' DIP <br />1 -8x6' TEE <br />OFEE- 800.00 <br />150780 U. <br />ASr4a�•iAR6ET <br />HYDRANT <br />1 -6' GATE VALVE <br />12' -6' DIP <br />1 -8x6' TEE <br />VDRANT <br />1 -6' GATE 'ACNE <br />10' -6' DIP <br />1 -6x6' 1171 <br />root <br />M0.. 80•5 <br />NAT. 09 <br />9' PVC - <br />7Z�SSMH 109 <br />RIM .909.0 <br />INV•897.4 <br />0 0.40%. <br />HYDRANT <br />1 -6' GATE VALVE <br />1 -8x8' TEE <br />551611 108 <br />RI11 -909.0 <br />ON •896.3 <br />-•4 <br />• <br />�1 Cj <br />SSMH 110 <br />RIM ■905.4 <br />INV •899.2 <br />it <br />211 -8' GV <br />1 -8x6' TEE <br />I <br />S5MH 111 <br />RIM •908.0 <br />INN •898.5 <br />o i j <br />SSTAH 112 <br />RIM •908.0 <br />INN •899.7 <br />� 5504N 113 <br />HYDRANT RIM -907.9 <br />iNV •900.4 <br />1 -6" GATE VALVE <br />12' -6" DIP <br />1-0x8' TEE <br />220221321510N BASH <br />Ml. 2E60 <br />MO, 2213 <br />/0 <br />• <br />FETAL A <br />00684 FT <br />FRE.906A <br />00 NT <br />1 -8' GATE VALVE <br />22'-6' DIP <br />FETAL C <br />091800. Fr. <br />FFEE000 <br />L._ s <br />1A+�" <br />�A►4- <br />• <br />SSW 100 <br />Rao •914.3 <br />9NV •986.9 <br />SSMH 101 <br />RIM -907.8 <br />11N -88&1 <br />S5MH 102 <br />R91 -905.7 <br />9N -889.0 <br />0 <br />FETAL 8 <br />0340 84 P6 <br />FFE•9060 <br />064 -900.0 <br />ti' PVC 8S <br />1 -8' GATE vE <br />1 -8x8' TEE <br />SSMH 103 • <br />Rat -908.7 <br />9N •869.6 <br />POW 2 <br />10.. BMA <br />N1t N0.• <br />NMI UTILITY NOTES <br />LEGEND =111 <br />PROPOSED EXISTING <br />1801T -OF -WAY UNE <br />PROPERTY UNE <br />CURB UNE <br />--- I -1 -1- <br />.O• <br />A0 <br />V <br />CATCH BASIN <br />SEVER/MANN <br />WATER MAIN <br />MANH4E/SMOTPRY MICR <br />UTIUTT POLE <br />904 KONG <br />HYDRAN T <br />GATE VALVE <br />• CONTRACTOR SNAIL FED VERIFY THE LOCATIONS AND ELEVATIONS OF <br />EXISTING UTILITIES AND TOPOGRAPHIC FEATURES. SUCH AS EXISTING GUTTER <br />GRADES AT THE PROPOSED DRIVEWAYS. PRIOR TO START OF PAVING. <br />THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY <br />DISCREPANCIES OR VARIATIONS FROM PLANS. <br />• CONTRACTOR IS TO CONTACT 'GOPHER STATE ONE CALL" FOR UTIIJTY <br />LOCATIONS - 454 -0002 48 HOURS PRIOR TO EXCAVATION \CONSTRUCTION. <br />• REFER TO SITE PLAN FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS <br />AND LAYOUT. <br />• ALL WATER MAIN, SANITARY SEWER AND STORM SEWER CONSTRUCTION <br />SHALL CONFORM TO 'STANDARD UTILITY SPECIFICATIONS FOR WATER MAIN <br />AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER <br />INSTALLATION" 1988 EDmON, AS PREPARED BY THE CITY ENGINEERS <br />ASSOCIATION OF MINNESOTA <br />• REFER TO GRADING PLAN FOR STORM SEWER LAYOUT. <br />• ALL SALVAGED MATERIAL SHALL BE INSPEL1 t AND APPROVED BY ENGINEER <br />PRIOR TO INSTALLATION. ALL REJECTED MATERIAL SHALL BE DISPOSED OFF SITE <br />• ALL WATER SERVICE PIPE SHALL BE (D.I.P.) DUCTILE IRON PIPE CL 52 <br />UNLESS OTHERWISE NOTED. <br />• SANITARY SEWER SERVICE PIPE SHALL BE SDR 35 UNLESS <br />OTHERWISE NOTED. <br />• ALL MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04'. <br />• CONTRACTOR SHALL VERIFY SERVICE LOCATIONS ANO ELEVATIONS WITH <br />MECHANICAL PLANS PRIOR TO CONSTRUCTION. <br />• 7.5' MINIMUM COVER OVER WATER MAIN. <br />129 1640 <br />RET <br />0 <br />0 <br />3 <br />1- <br />• <br />• <br />0 <br />N <br />0 <br />as <br />a <br />