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/ <br />/,, <br />8" -45' DIP BEND <br />- 155.21 <br />7Ne <br />/ /' <br />HYDRANT <br />1 -6' GATE VALVE <br />1 -8'X6' TEE <br />CONNECT TO <br />EXIST. WATER MAIN <br />i <br />9LY( -0i_NG <br />HYDRANT <br />1 -6" GATE VALVE <br />1 -8 "X6" TEE <br />/ HYD.. <br />// 1 -6" <br />/1/ <br />CONNEOVT6 <br />EXIST.' MAIN <br />80' <br />ON <br />VALVE • <br />E ?SR <br />32 <br />3 <br />0 <br />RiG1.'T OF WAY PER L NIGH* 00 WAY <br />0 6026 27 OF DEEDS, ?AGE 491,, <br />1--i 60 <br />Call 48 Hours before digging <br />GOPHER STATE ONE CALL <br />Twin Cities Area 454 -0002 <br />MN. Toll Free 1- 800 -252 -1166 <br />• �__ ro_H- -„ - -- - -- <br />TEE "�'_.." - fi•--- »._� » -. ,._ -.. <br />8" DIP WM. ,- <br />8" FIRE <br />3" SERVICE HYDRANT <br />HYDRANT 1 -6" GATE VALVE <br />1 -6" GATE VALVE 28' -6" DIP <br />28' -6" DIP 1 -8 "X6" TEE <br />1 -8"56" TEE <br />8•-45' <br />DIP BEND <br />KOHL'S <br />2F -SFR <br />86,584 SF <br />SSMH 107 <br />RIM =909.0 <br />INV =897.4 <br />NV X3.0 <br />/1/� 7/ <br />//sYMH 102 <br />/ 6M1 915.0 <br />A� I)II/ =994.9 / /// <br />7/, / t /SSMH 101 / , / <br />RIM =914,0 <br />/INV =908/3 <br />COM ii¢ TO <br />EXIS ,LATER M N/f • <br />/ <br />1 <br />SSMH 104 <br />RIM =910.5 <br />OINV =896.2 If n <br />HYDRANT <br />1 -6' GATE VALVE <br />12' -6' DIP <br />1 -8"X6' TEE <br />a-03- <br />SSMH 109 ll 14F <br />RIM =908.0 <br />INV =898.9 <br />Salmi-TARGET <br />182.760 at <br />INV.=902.0 <br />8" -11.5' DIP <br />BEND <br />r] <br />RETAL A <br />6400 <br />SO. FT. <br />SSMH 105 <br />RIM =912.0 <br />INV =901.0 <br />HYDRANT <br />1 -6" GATE VALVE <br />1 -6'X6' TEE <br />HYDRANT <br />1 -6" GV <br />1 -6"X6" TEE <br />SSMH 108 <br />RIM =909.0 <br />INV =898.4 <br />j SSMH 110 <br />RIM =908.0 <br />INV =900.2 <br />INV=902.0 <br />E) <br />2 <br />0 SSMH 112 <br />RIM =908.0 <br />zir <br />INV =901.2 <br />8 <br />FlYDRANT <br />1 -6' GATE <br />10' -6" DIP <br />1- 8'X6" TE <br />SSMH 111 <br />HYDRANT RIM =907.9 <br />INV=900.9 <br />1 -6" GATE VALVE <br />12' -6" DIP <br />1 -058" TEE _. <br />ALVE <br />5' DIP BEND (TYP.) <br />RANT <br />6" GATE VALE <br />' -6" DIP <br />8 "X6" TEE 1 <br />DE . 8 T 8 POND <br />891. 8986 <br />80%, 893.6 <br />0 <br />O <br />H <br />bi <br />2 g as <br />a�•o e <br />go <br />g <br />S <br />ea <br />pAZ <br />�'ii$ <br />HYDRANT <br />1 -6" GATE V <br />135' -6" DIP <br />SSMH 17'1 <br />RIM =90 . .7 1 <br />INV =90 .0 <br />CONNECT TO <br />EXIST. WAR-4.1,6k1,_ <br />� \'°ULO /NG1 <br />L_J <br />COW. <br />STORE <br />HYDRANT <br />1 -6" GATE VALVE <br />1 -8"X6" TEE <br />;\1 <br />A <br />S 8: DIP WM. <br />8. PVC SS <br />B DIP WM. <br />• <br />268Iinolokes \DWG \lino <br />CO <br />HYDRANT <br />1 -6' GATE VALVE <br />1 -8'X6" TEE <br />UTILITY NOTES <br />MN LEGEND <br />PROBOSED EXISTING <br />1 <br />RIGHT -OF -WAY LINE <br />PROPERTY LINE <br />CURB LINE <br />CATCH BASIN /STORM <br />SEVER /MANHOLE <br />WATER MAIN <br />MANHOLE /SANITARY SEWER <br />UTILITY POLE <br />SOIL BORING <br />HYDRANT <br />GATE VALVE <br />• CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF <br />EXISTING UTIUTIES 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 UTILITY <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 LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER <br />INSTALLATION" 1988 EDITION, 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 INSPECTED 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 AND ELEVATIONS WITH <br />MECHANICAL PLANS PRIOR TO CONSTRUCTION. <br />• 7.5' MINIMUM COVER OVER WATER MAIN. o <br />NORTH <br />s0 T 120 <br />