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Manhole <br />f6 Elev.= 96221 <br />BuIN <br />ilding Permit <br />�8" Maple <br />6" Maple ry� <br />8" Mo le 09° Maple <br />P •F, $Cj <br />X 969.29 .01% 968 <br />OQ' �`L 8" Elm \CSC 1 6 14.W4 sh <br />POD IQ, <br />g6 A <br />- - -- Cpl x 970.22 <br />-_ <br />® <br />Existing S, �Pr -7 <br />Garage Floor W9// D� <br />Elev.= 961.92 m �9 k x 972.75 <br />I? <br />O s, <br />s `O ProRosed <br />p\House <br />Existing istin 1� <br />f House ouse;, <br />`Existing Floor <br />2-20" v `9l\v,= 971.71 �0 B/, <br />Elms d .o, Sp ,50' Existing <br />mos <br />?v. ` Noor eo, House <br />sr 4Floor Elev.= 975.13 <br />•LtX <br />r. � <br />x ting j <br />X97 9 Well Benchmark <br />Set Railroad Spike in <br />Southerly face of <br />° \ \ % / �Cf \ \a� Power Pole <br />Elev.= 973.61 <br />of X 972.76 <br />N °mss \ . <br />Survey <br />AREA= 11888.75 S.F. <br />Existing Hardcover Calculations <br />Proposed Hardcover Calculations <br />Total Existing Hardcover in Zone 250'-500'= 3346.86 SF. <br />Total Proposed Hardcover in Zone 250'-500'= 3396.17 S.F. <br />X9 08'/0�00' <br />Total Area in Zone 250'-500'= 11577.65 S.F. <br />Existing Hardcover in Zone 250'-500'= 28.91% <br />Proposed Hardcover in Zone 250'-500'= 29.339 <br />/ <br />Existing <br />Existing Gravel Driveway= 727.90 S.F. <br />\ <br />Existing Planter= 46.50 S.F. <br />Garage <br />Existing Concrete= 563.77 S.F. <br />Bit. Driveway= 474.16 S.F. <br />Existing Steps= 40.00 S.F. <br />Planter= 46.50 S.F. <br />Retaining Walls= 62.40 S.F. <br />ExistingRetaining Walls= 62.40 S.F. <br />g <br />Gravel Driveway= 727.90 S.F <br />A/ /1 /1 n 96� <br />� <br />�7{ �%%% <br />Sidewalk= 195.88 <br />x 962.86 <br />x96283 <br />V <br />96 4 <br />Total Existing Hardcover in Zone 500'-750'= 295.23 S.F <br />/ <br />Total Area in Zone 500'-750'= 311.10 S.F. <br />Total Area in Zone 500'-750'= 311.10 S.F. <br />Existing Hardcover in Zone 500'-750'= 94.90% <br />A /� � /--- <br />Existing Gravel Driveway= 295.23 SF. <br />Gravel Driveway= 295.23 S.F. <br />L_�-� r �_ <br />A /f// l A ! r_ - -r- �1 <br />/V/// <br />l / / <br />9 6¢ <br />V/ v <br />8" Mope <br />6" Maple \ Retaining <br />Wall <br />J7" Mople <br />y <br />�8" Maple <br />6" Maple ry� <br />8" Mo le 09° Maple <br />P •F, $Cj <br />X 969.29 .01% 968 <br />OQ' �`L 8" Elm \CSC 1 6 14.W4 sh <br />POD IQ, <br />g6 A <br />- - -- Cpl x 970.22 <br />-_ <br />® <br />Existing S, �Pr -7 <br />Garage Floor W9// D� <br />Elev.= 961.92 m �9 k x 972.75 <br />I? <br />O s, <br />s `O ProRosed <br />p\House <br />Existing istin 1� <br />f House ouse;, <br />`Existing Floor <br />2-20" v `9l\v,= 971.71 �0 B/, <br />Elms d .o, Sp ,50' Existing <br />mos <br />?v. ` Noor eo, House <br />sr 4Floor Elev.= 975.13 <br />•LtX <br />r. � <br />x ting j <br />X97 9 Well Benchmark <br />Set Railroad Spike in <br />Southerly face of <br />° \ \ % / �Cf \ \a� Power Pole <br />Elev.= 973.61 <br />of X 972.76 <br />N °mss \ . <br />Survey <br />AREA= 11888.75 S.F. <br />Existing Hardcover Calculations <br />Proposed Hardcover Calculations <br />Total Existing Hardcover in Zone 250'-500'= 3346.86 SF. <br />Total Proposed Hardcover in Zone 250'-500'= 3396.17 S.F. <br />Total Area in Zone 250'-500'= 11577.65 S.F. <br />Total Area in Zone 250'-500'= 11577.65 S.F. <br />Existing Hardcover in Zone 250'-500'= 28.91% <br />Proposed Hardcover in Zone 250'-500'= 29.339 <br />Existing Bit. Driveways 474.16 S.F. _ <br />Existing Garage= 448.93 S.F <br />Pr sed House= 1072.00--5 F - - - <br />Existing Gravel Driveway= 727.90 S.F. <br />Proposed Porch= 248.40 S.F. <br />Existing Planter= 46.50 S.F. <br />Proposed Deck= 120.00 S.F. <br />Existing Concrete= 563.77 S.F. <br />Bit. Driveway= 474.16 S.F. <br />Existing Steps= 40.00 S.F. <br />Planter= 46.50 S.F. <br />Retaining Walls= 62.40 S.F. <br />ExistingRetaining Walls= 62.40 S.F. <br />g <br />Gravel Driveway= 727.90 S.F <br />Existing House= 983.20 S.F. <br />Sidewalk= 195.88 <br />Garage= 448.93 S.F. <br />Total Existing Hardcover in Zone 500'-750'= 295.23 S.F <br />Total Proposed Hardcover in Zone 500'-750'= 295.23 S.F. <br />Total Area in Zone 500'-750'= 311.10 S.F. <br />Total Area in Zone 500'-750'= 311.10 S.F. <br />Existing Hardcover in Zone 500'-750'= 94.90% <br />Proposed Hardcover in Zone 500'-750'= 94.90% <br />Existing Gravel Driveway= 295.23 SF. <br />Gravel Driveway= 295.23 S.F. <br />-O.H.E- denotes Overhead Electric <br />-0- denotes Power Pole <br />Property Description: <br />CROF ORONO\ - <\\� Lot 36, H/GHWOOD, LAKE MINNETONKA, Hennepin County, Minnesota, according to the plat thereof on <br />..�.. WE PIAN GRADING KU <br />'Q <br />o �\ \ \ file or of record in the office of the Registrar of Titles in and for said County. <br />RAPPROVED --v� \ <br />��463 <br />Q APPROVED WITH REVISIONS <br />II }+ \ -dam 9\ RY ef- \ �` \ \ i \ \ Together with a permanent easement on adjoining property for road 15.00 feet wide by 101.50 <br />\ 97o-...� eo, feet long, said easement to run along the South end of Lots 46 and 47 to alley as shown in deed <br />Bit 4. Us Doc. 198895, Files of Registrar of Titles. <br />\\O <br />Requested By: I hereby certify that this survey, Revised: <br />denotes iron monument foundJim <br />plan, or report was prepared by me Web Site: House <br />Certificate of Survey on or under my direct supervision and www.offoassociates.com 2/18/02 AL.H <br />denotes iron pipe set <br />Cusackthat I am a duly Licensed Land <br />� OTTO-14343 Surveyor under the laws of the <br />and marked as shown: o Lot 36, H/GHWOOD, LAKE MINNETONKA, 9 West Division St. <br />arra-aoosz State of Minnesota. <br />Hennepin County, MinnesotaBuffalo, MN 55313 <br />Date: Drawn By: ScQle: Checked By: Job No. <br />denotes soil boring „ , SSOCiATES Ph: (763)682-4727 <br />denotes percolation test hole 1/3 1/02 M. L.. H 1 20 �� Paul E. Otto - Engineers and Land Surveyors, Inc. Fax: (763)682-3522 1- 02028 <br />Date: '"/ 0� License # 40062 5 y <br />- <br />