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CONSTRUCTION LIMITS <br />MN DNR R/W <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />960 <br />965 <br />930 <br />935 <br />940 <br />945 <br />950 <br />955 <br />960 <br />965 <br />19+45.35 <br />95 <br />6 <br />. <br />3 <br />19+50 <br />95 <br />7 <br />. <br />0 <br />20+00 <br />96 <br />1 <br />. <br />4 <br />20+50 <br />96 <br />0 <br />. <br />4 <br />21+00 <br />95 <br />2 <br />. <br />4 <br />21+50 <br />95 <br />0 <br />. <br />9 <br />22+00 <br />94 <br />7 <br />. <br />5 <br />22+50 <br />94 <br />8 <br />. <br />2 <br />23+00 <br />94 <br />9 <br />. <br />8 <br />23+50 <br />95 <br />0 <br />. <br />1 <br />24+00 <br />95 <br />1 <br />. <br />0 <br />24+50 <br />95 <br />2 <br />. <br />0 <br />25+00 <br />95 <br />6 <br />. <br />1 <br />25+50 <br />95 <br />5 <br />. <br />4 <br />26+00 <br />8 <br />F <br />T <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />EXISTING GRADE <br />EXISTING SANMH <br />RIM EL. 955.22 <br />IE. 947.00 (NW) <br />IE. 943.17 (SE) <br />CONNECT TO EXISTING MH <br />SCALE IN FEET <br />0 <br />NORTH <br />10050 <br /> A <br />p <br />r <br /> <br />0 <br />1 <br />, <br /> <br />2 <br />0 <br />2 <br />1 <br /> <br />- <br /> <br />3 <br />: <br />3 <br />0 <br />p <br />m <br /> <br />- <br /> <br />U <br />s <br />e <br />r <br />: <br />j <br />g <br />o <br />n <br />z <br />a <br />l <br />e <br />z <br /> <br />L <br />: <br />\ <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br />S <br />\ <br />2 <br />0 <br />6 <br />5 <br />8 <br />. <br />0 <br />3 <br />\ <br />C <br />A <br />D <br />\ <br />C <br />i <br />v <br />i <br />l <br />\ <br />S <br />h <br />e <br />e <br />t <br />s <br />\ <br />F <br />o <br />r <br />c <br />e <br /> <br />M <br />a <br />i <br />n <br />\ <br />2 <br />0 <br />6 <br />5 <br />8 <br />. <br />0 <br />3 <br />- <br />C <br />4 <br />- <br />U <br />T <br />I <br />L <br />_ <br />F <br />M <br />. <br />d <br />w <br />g <br />PAUL J. HERUBIN <br />4524304/01/2021PJH <br />JJG <br />JJG 20658.03 <br />1 4/1/21 JJG FINAL PLAT SUBMITTAL <br />2" HDPE SDR11 FORCE MAIN <br />C4.03FORCEMAIN PLAN AND PROFILE <br />STA 19+45.35 TO STA 26+00 76 <br />OVERHEAD ELECTRIC <br />UNDERGROUND ELECTRIC <br />UNDERGROUND GAS <br />FORCEMAIN (SAN.) <br />SANITARY SERVICE <br />PROPOSED <br />S <br />LEGEND <br />EXISTING <br />CO <br />CS <br />CLEAN OUT <br />CURB STUB <br />POWER POLE <br />CAUTION <br />ORCHARD CREEK LOW PRESSURE SEWER EXTENSION