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T Power <br />Pole <br />M mailbox <br />Serv <br />950.7 <br />Catch Basin <br />rim=950.70 <br />951.7 <br />GF <br />952.0 <br />951.7 <br />951.1 <br />951.0 <br />950.4 <br />949.2 <br />948.2 <br />948.3 <br />948.3 <br />945.0 <br />942.1 <br />942.1 <br />941.1 <br />941.1 <br />942.0 <br />935.4 <br />934.7 <br />935.3 <br />935.3 <br />935.4 <br />935.0 <br />947.9 <br />948.0 <br />946.9 <br />947.0 <br />949.8 950.1 <br />24" <br />950.0 950.9 <br />950.3 <br />950.7 <br />950.3 <br />949.0 <br />Drain <br />948.3 <br />948.5 <br />948.1 <br />GF <br />953.1 <br />952.9 <br />952.7 951.3 <br />950.4 <br />949.4 <br />949.2 <br />948.1 <br />946.7 <br />WO <br />942.2 <br />930.8 <br />930.8 <br />931.5 <br />930.3 <br />930.6 <br />930.2 <br />18" <br />933.4 <br />933.5 <br />935.4 <br />942.6 <br />944.5 <br />944.1 <br />944.4 <br />WO <br />944.6 <br />933.3 <br />933.3 <br />932.1 <br />931.6 <br />14" <br />933.2 <br />S 2 <br />8 <br />° <br />1 <br />6 <br />' <br />4 <br />3 <br />" <br /> <br />W <br /> <br />6 <br />0 <br />. <br />2 <br />7 <br />12 <br />. <br />0 <br />D e <br /> <br />c <br /> <br />k <br />P o <br /> <br />r <br /> <br />c <br /> <br />h <br />93 <br />0 <br />94 <br />0 <br />95 <br />0 <br />932 <br />93 <br />4 <br />93 <br />6 <br />93 <br />8 <br />94 <br />2 <br />944 <br />94 <br />6 <br />948 <br />Cas <br />c <br />o <br /> <br /> <br /> <br />P <br />o <br />i <br />n <br />t <br /> <br /> <br /> <br />R <br />o <br />a <br />d <br />44.3 <br />44.7 <br />90± <br />39± <br />30± <br />S u <br /> <br />r <br /> <br />v <br /> <br />e <br /> <br />y <br /> <br />- <br /> <br />l <br /> <br />i <br /> <br />n <br /> <br />e <br />30 <br />9.9 <br />S 67° <br />0 <br />4 <br />' <br />1 <br />0 <br />" <br /> <br />E <br /> <br />1 <br />5 <br />3 <br />. <br />9 <br />7 <br />S 67° <br />0 <br />4 <br />' <br />1 <br />0 <br />" <br /> <br />E <br /> <br /> <br /> <br /> <br />1 <br />6 <br />0 <br />. <br />3 <br />0 <br />N 2 <br />2 <br />° <br />1 <br />5 <br />' <br />4 <br />9 <br />" <br /> <br />E <br /> <br />6 <br />0 <br />. <br />0 <br />0 <br />9.8 <br />60 <br />. <br />0 <br />P o <br /> <br />r <br /> <br />c <br /> <br />h <br />22'0" <br />6'1 <br />0 <br />" <br />6'2" <br />10 <br />' <br />2 <br />" <br />33'6" <br />20 <br />' <br />6 <br />" <br />10'2" <br />16 <br />' <br />8 <br />" <br />24'2" <br />3'0 <br />" <br />8'2" <br />3'8 <br />" <br />22'6" <br />28 <br />' <br />0 <br />" <br />Stoop <br />10'2" <br />0'6 <br />" <br />5'6" <br />0'8 <br />" <br />D r i v <br /> <br />e <br /> <br />w <br /> <br />a <br /> <br />y <br />7.5 <br />wit <br />h <br /> <br />d <br />e <br />c <br />k <br />7.5 <br />9'6" <br />ab <br />o <br />v <br />e <br />30.5 <br />91'+- <br />Steps <br />94 <br />3 <br />. <br />0 <br />95 <br />2 <br />. <br />0 <br />No. 2635 <br />No. 2649 <br />D o c <br />k <br />Lake Minnetonka <br />Pergola <br />Overhead <br />Wires <br />929.4 Ordinary <br />High Water Line <br />Timber <br />Border <br />R i <br /> <br />p <br /> <br /> <br />- <br /> <br /> <br />R <br /> <br />a <br /> <br />p <br />Benchmark <br />I.P. Found 0.30' <br />North of corner <br />Propo <br />s <br />e <br />d <br /> Res <br />i <br />d <br />e <br />n <br />c <br />e <br />24" c <br />a <br />n <br />t <br />. <br />steps <br />(dime <br />n <br />s <br />i <br />o <br />n <br />s <br /> <br />f <br />r <br />o <br />m <br />first f <br />l <br />o <br />o <br />r <br /> <br />p <br />l <br />a <br />n <br />) <br />“ <br />TW 947 <br />BW 943.0 <br />proposed <br />wall <br />950 <br />948 <br />946 <br />944 <br />944 <br />948 <br />950 <br />946 <br />Pervio <br />u <br />s <br /> <br /> <br />P <br />a <br />v <br />e <br />r <br />Walkw <br />a <br />y <br />Portion of <br />Road to be <br />removed <br />Ed <br />g <br />e <br /> <br />o <br />f <br /> <br />B <br />i <br />t <br />u <br />m <br />i <br />n <br />o <br />u <br />s <br />F:\survey\spring park - hennepin\139\01 Surveying - 88975\01 CAD\01 Source\01 Survey Base.dwg <br />Basis for <br />bearings is <br />assumed <br />Surveyors Certificate <br />000.0 <br />x000.0 <br />Denotes Wood Hub Set for excavation only <br />Denotes Existing Elevation <br />Denotes Proposed Elevation <br />Denotes Surface Drainage <br />Denotes Iron Monument <br />Denotes Found Iron Monument <br />Denotes Proposed Contours <br />Denotes Existing Contours <br />Benchmark:Nail in Northerly face of power pole <br />near the most easterly lot corner <br />Elevation = 951.82 feet (NGVD 1929) <br />Drawn By <br />Signed <br />Gregory R. Prasch, Minn. Reg. No. 24992 <br />Scale: 1" = 20' <br />F.B.No. <br />Project No. <br />I certify that this survey, plan, or report was prepared by me or under my <br />direct supervision and that I am a duly Licensed Land Surveyor under the <br />laws of the State of Minnesota. <br />rev <br />Address: <br />Legal Description <br />7601 73rd Avenue North <br />Minneapolis, Minnesota 55428 <br />(763) 560-3093 <br />DemarcInc.com <br />88975 <br />1112-33 <br />2645 Casco Point Road <br />Orono, MN <br />Surveyed this 21st day of May 2020. TIM HANSON <br />Lot 139, SPRING PARK <br />Hennepin County, Minnesota <br />Property located in Section <br />20, Township 117, Range 23, <br />Hennepin County, Minnesota <br />Lot Area to OHW = 11,485 sq ft <br />NOTE: The only easements shown are from plats of <br />record or information provided by client. <br />Property Zoned LR-1C <br />(One Family Lakeshore Residential - 1/2 Acre) <br />Setbacks <br />Front - 30 <br />Side - 7.5 <br />OHWL - Average of adjacent lots <br />Proposed Site Plan Survey For: <br />Proposed Top of Foundation <br />Proposed Garage Floor <br />Proposed Basement Floor <br />Type of Building <br />952.3 <br />952.0 <br />943.6 <br />Fullbasement Walkout <br />Proposed Hardcover <br />Lot Area 11,488 sq ft <br />Rear Porch / <br />Deck <br />172 sq ft <br />Building 2,048 sq ft <br />Front Porch 49 sq ft <br />Retaining Walls 18 sq ft <br />Driveway 809 sq ft <br />Total 3,096 sq ft <br />Percentage 26.95% <br />Structural Hardcover = 2,269 / 11,488 = 19.75% <br />Proposed First Floor954.41 <br />5-22-20 lake setback <br />5-26-20 pervious paver walk and setback line