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co <br />to <br />7 <br />160120W <br />17// <br />/ / ///1, ' <br />' <br />' <br />/ <br />EXIST. 30' WIDE <br />(Brr. CURB) <br />" <br />PROPOSED C/L <br />PROFILE <br />PROPOSED <br />SAN. MH <br />SALVAGE EXIST. HYD. <br />rCONNECT NEW WTR. <br />TO EXIST. WTR. <br />ADow EXIST. GATE VALVE <br />0 <br />WATER <br />SALVAGED <br />EXIST. 24' WIDE <br />(NO CURB) <br />25'R. <br />TYP. <br />I1ROP. 8 DIP WATEPIRMAIN <br />CONSTRUCT NEW CATCH BASIN <br />OVER EXIST. PIPE <br />PROPOSED CB'S <br />(TYP.) <br />ADJUST EXIST. MANHOLE CASTING <br />CLEANCAr <br />WATER SR' <br />410e. <br />7 <br />/// <br />LEGEND <br />PROPOSED CONSTRUCTION <br />RIGHT—OF—WAY <br />PROPERTY UNE <br />SANITARY SEWER <br />WATERMAIN <br />STORM SEWER <br />MANHOLE <br />CATCHBASIN <br />BITUMINOUS SURFACING <br />DRAFT <br />q (2, 033- <br />1 <br />100 150 <br />SCALE-IN FEET <br />TKDA <br />ENGINEERS-ARCHITECTS-PLANNERS <br />C I T <br />0 F <br />!NIX_ KES <br />PROW NO. 13849.006 <br />LINO LAKES, MINNESOTA <br />DATE: SEPTEMBER 5, 2007 <br />FEASIBILITY STUDY <br />77TH ST. RE-ALIGNMENT <br />PROPOSED IMPROVEMENTS <br />