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PROPOSED SITE PLAN FOR: <br />CRAIG SCHERBER <br />SCALE: 1 INCH = 10 FEET <br />Legend <br />-oo o <br />Proposed Silt Fence <br />x x <br />Fence <br />-GAS <br />Underground Gas <br />O <br />Manhole <br />® <br />Gas Meter <br />0 <br />Power Pole <br />Y _-- ; -_- --- -- <br />Retaining Wall <br />929.4 OHW <br />Ordinary High Water <br />X900.0 <br />Existing Elevation <br />X(900.0) <br />Proposed Elevation <br />x900.OTC <br />Top of Curb Elevation <br />x9OO.OTW <br />Top of Wall Elevation <br />x900.OBW <br />Bottom of Wall Elevation <br />----900--' <br />Existing Contour <br />-900- <br />Proposed Contour <br />- - <br />Proposed Drainage <br />• Denotes Iron <br />Monument Found <br />O Denotes Set, <br />1/2" x 14" <br />Iron Pipe w/ <br />Plastic Cap <br />Inscribed R.L.S. <br />15230. <br />947.6 <br />Average Lakeshore Setback of Adjoining Homes = 120.2'± <br />EXISTING AREA CALCULATION: <br />Lot Area Measured to OHW = 0.45 Acres or 19,586 SF J <br />IMPERVIOUS SURFACE: / <br />J <br />House = 1,320 SF <br />Detached Garage = 582 SF J <br />Shed = 74 SF J <br />Deck = 287 SF <br />/f <br />f' <br />/ <br />f <br />f <br />f <br />/ <br />/ <br />/ <br />/ <br />t <br />i <br />f <br />/ <br />X962.3 <br />s <br />960.0 <br />DGE OF BITUMINOUS 0 �\ <br />R <br />96 EXIST. GRAVEL DRIVE TO <br />USED AS CONST. ENTRANCE <br />g6 959,5 <br />' G '-- -95.8.8 � \ <br />X962. R'� liF� -Ohs_ . \` <br />\\ 959.1 x <br />"i <br />LP <br />X956.6 <br />N ROPO D RET WALL <br />2 » MA %E 951.2x gs3 <br />955.0 Z TO R- 30 61 E Al 1 - 100 <br />�� <br />� c�5 <br />O0 x <br />� 951.5 <br />n951.9T4N �x FAROp �s6� _ <br />81 + X B,qS RST F /y ^• Q 950.1 <br />gS� oo <br />top 0� MENTLoooR� usF 950.5 0 952.013 <br />Gq P10/' FLOP 960 90 \ <br />L ^ RgGF <br />O <br />Lp L 8 <br />�i`s0� R,�9 0 960 _ <br />1 <br />9 4 � 6 <br />X96(g4g 950.1�1-�9.0 <br />4) 1833 1.p0 <br />�W) <br />Concrete Patio = 99 SF JJ 9Q6\ �\ \`\ N 3._. �0 \ <br />Concrete Walks = 319 SF / 946.3 \ 948 948.6x o 1?00 40 <br />Concrete Apron = 41 SF / - x - - i_ �� 46 c o <br />9 00 <br />Total = 3,091 SF <br />= 15.8% J r43.7 \ \ 946.4 X DO <br />/ 94Q `948.5 \ \\ 943.7xg49416 4 C) X94 .4 <br />945.9 ` V <br />\ 943.2 <br />/ g X943.5 941 x \ \ 942.7x <br />PROPOSED AREA CALCULATION: JJ A2 '��2 O 942.'2x •"�� kg �/�,� 4) 3 T <br />�� <br />Lot Area Measured to OHW = 0.45 Acres or 19,586 SF J 9 \ �� `'�� ' 94 ��� / x944.6 __ � \ -944 <br />44.0 <br />IMPERVIOUS SURFACE: / � _ '� 1 'yam. _ -- _ 944.OBw) <br />(D House = 2,710 SFJ g X939.5, `.� \ ��j 9X // r---943.2 <br />®Covered Porch = 120 SF <br />© Deck = 85 SF / X938.6 // `\�`` X942.7 / 942. 426 <br />Q Driveway = 1,608 SF / <br />/ \ <br />Q Concrete Walk = 11 SF �\ ���\9 / �� ool� <br />942.0 / 0 942.DBW)9q2 <br />Total = 4,534 SF J z // / ,� 94.8X <br />- o x936.5co- <br />/936 <br />} <br />`\ \ `` <br />\ <br />\� <br />*25% Maximum Allowable Hardcover <br />�� <br />\ `� // `♦ // <br />\ <br />JJ \ <br />4 X936.2 <br />X938.2 <br />AVERA EREDSJI ETBAG HONES <br />\ ` // 0 "' ` \ X938.9 <br />o J 4"OAK <br />Z o 93X 1 ! / <br />/ z <br />/ <br />3Q <br />X934.1 939.4, <br />P", <br />\ \ <br />/ `75' S ACK LINE FROM OHW <br />/ 934.0 \ <br />JJ ,933.4 <br />J X933.5 <br />\� 933.4 <br />X <br />JJ ,931.4 \\ // 937.6x / <br />J / x935.4 / <br />932.5 / <br />J/ X931.2 / ���� % <br />937.7, <br />930 ' Sp '7 1''y� <br />�\ \ x930.3 <br />� 931.4x <br />%x933.1 / X936.4 <br />93 3.2, <br />:x30.1 / � /a <br />\ / x93- 3\\ <br />J \929.2_ \ x93 "!'' / / <br />Al3.9 <br />� GE OF WATER <br />/ <br />\\ \ \\o <br />X930.3 - -,-BENCHMARK: <br />ENC <br />932 6 \\ SAN M.H.M.H_ <br />ORI <br />3.63 <br />o NV. 927.93 <br />932.0 / ''\` <br />�\ J <br />929:2` <br />V \ / 90. <br />111 � <br />O^ \\ \ X 30.0 // ORONO topy14 <br />/l'1 / / X932.4 <br />City Of Orono 2p� <br />Manning &Zoning Plan Review <br />Site Pian Review Date: �2'Q (5 \\ / CITY i OF ORVt\O <br />APPROVED NtW '?f; AU al -I►w•� t' \ / ,932.1 <br />\ / // \` SITE PLAN _ ".GRADING PIAN <br />Q APPROVED WITH MvISIO (see notes) \ / APPROVED <br />,t) DENIED \ \ ❑APPROVED WITH REVISIONS <br />\ - <br />929..z ❑ DISAPPROVED <br />Stdp <br />9?9¢ BY <br />Alf\oy \ DATES ?✓�.. I g•- <br />\` 30 <br />37-15A 138/58 <br />°ECk <br />3ARAGE <br />- LOOR=943.2 <br />#4005 <br />FIRST FLOOR=943.4 <br />TOP OF <br />FOUNDA110N=942.5 <br />PROPERTY DESCRIPTION: <br />Commencing at a point in the Northerly line of Lot 4, <br />a distance of 30.50 feet westerly from the Northeast <br />corner to the point of beginning; thence easterly along <br />the Northerly line of Lots 4 and 3 a distance of <br />82.50 feet; thence southerly 235.30 feet to a point <br />21.80 feet westerly at right angles from the Easterly <br />line of Lot 3; thence continuing in the some direction <br />to the lake shore; thence westerly along the lake <br />shore to the Southwest corner of Lot 4; thence <br />northerly to the point of beginning, HIGHWOOD LAKE <br />MINNETONKA, Hennepin County, Minnesota. <br />BENCHMARK: <br />Sanitary Manhole Invert Near Lake in the Back Yard of <br />#4005 North Shore Dr. Invert Elevation = 927.93. <br />No Search Was Made For Any Easements. <br />The location of all utilities shown are from observed <br />evidence in the field and from plans furnished by the <br />utility companies and are approximate. Utility <br />companies should be notified for exact location before <br />doing any excavation. <br />I hereby certify that this survey, plan, or report was <br />prepared by me or under my direct supervision and that <br />I am a duly registered Land Surveyor under the laws of <br />the State of Minnesota. <br />W. BROWN LAND SURVEYING, INC. <br />Woodrow A. Brown, R.L.S. MN REG 15230 <br />Dated: 05-27-2015 <br />07-17-2015 - Setback Line. Move Ret Wail 0.5' <br />40oq NOMI Short W. <br />2.015- OM 14- <br />