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CERTIFICATE OF SURVEY FOR: N88°37'W 104.0 PLAT _\ <br />STEVE SCHOTTLER <br />96.76 COMP. <br />moi -=x928.9 <br />Legend <br />x x Fence � 930.4x \\ 1\ <br />Stone Retaining Wall <br />X900.0 ExistingElevation <br />92s.9J�i� \ I' <br />--900- Existing Contour <br />• Found Iron Monument <br />W• \ l <br />O Set Iron Monument i �i929'A x930.2 \\ \1 <br />Inscribed R.L.S 15230 <br />��Xs2s.s� <br />< <br />9�0 �5�,`929 ti x x930.5 x930.7 \\ l� 0 Z_ <br />PROPERTY DESCRIPTION: 93 x931.8 J929 9� 930.6 \\ 0 A <br />� !'\ <br />That part of Tract "D", REGISTERED LAND SURVEY NO. 420, / ���� \ x930.3 x930.5 /J <br />Hennepin County, Minnesota, lying northeasterly of the <br />southwesterly 7.00 feet, except that part lying northwesterly of ��� �x32S _ fes'- ^� �� \ x931.1 s3o s \ 1 - i9 <br />i �� x9 0.8 x �CP <br />a line drawn from a point on the southwesterly line of said _ �� \ � s3o.s \ ` � <br />Tract "D" , 21.51 feet southeasterly from the most westerly 9 / 931 930.5 +'-� 9 `\� 9.4 x930.5 x \ 1� O>� O <br />corner of said Tract "D" , to a point on the north line of said 33 / x930.5 \\� / 93 .s x931.1 <br />Tract "D" 7.57 feet east from the northwest corner of said / Q / x930.8 930 x �\ ��� x 9314 X928,9 <br />\i 1\ x <br />Tract "D» /wry g3Q � 29.4 O <br />/mow x932 5 x931.5 \\\ <br />Together with a perpetual easement for driveway purposes � <br />over, under and across the southerly 98.53 feet of the x933.5 �• 000 �� (� 31.0 x931.4 A <br />! <br />T �) A / � / / � "D \' \ �` EXISTING x930.6 \ <br />easterly 7.50 feet of: 7 931.5x 031.5 BOATHOUSE \ <br />I I \ /-\ U/ I \J \ -931.5 1 BASE FLOOD31 FOOTINGS <br />932 0 / / \ DGE OF WATER <br />That part of Tract "D" REGISTERED LAND SURVEY NO. 420 931.0 x931.4 I x931'4 ,l <br />Hennepin County, Minnesota, lying northeasterly of the / O I \ / I / \ <br />southwesterly 7.00 feet, and lying northwesterly of a line drawn °h Q x931.3 / / x930. \\ l <br />/ 1 / <br />from a point on the southwesterly line of said Tract "D" 9339 '� � x933.2 x9311 <br />/ / \ <br />21.51 feet southeasterly from the most westerly corner of said 931.0 x93. \� <br />Tract "D" , to a point on the north line of said Tract "D", <br />7.57 feet east from the northwest corner of said Tract "D". <br />DECK / <br />x931.31 93y / 931.9x \�\ <br /><� i\•J N �{1 x931.4 / \ <br />� � x931.\ \ /wox931.2 �1 / �pg L x930.8 <br />933.9 \ 1 <br />x933.7 �� \ T I x931.1 / p, \ <br />M \ / \ x930.7 <br />\ \ l� /x931.6 \ I / / • , \ �l <br />#2730 26 �\ Cp \ Ate. / \ 931.1 x \ <br />x931.6m <br />\\ 9 T R A C T D o <br />x934.7 & x937.3 _ - 934.1 60 I / / �• \ / x930.4 n <br />A \\ \\ <br />o ss - •_.._.._ ._ \ / S \\ �9\8.9 <br />933 934.6 �, / <br />x933.8 x930.9 <br />/ 1 /x931.4 \ / \ <br />\ CK \ \ i x931.1x934.3 <br />/ <br />931.6 <br />935. •-••-75, \�_9 <br />9338 35. <br />9 <br />- / o \ <br />-/9329A4.4 <br />x934.8 QUO �O� i 9 \ \ / / x931.2 931.7 x <br />934.5 R <br />1 x930.9 <br />P �� c?0 � h �s � <br />0<.5 x931.4 x930.7 <br />X934.8 EN PO \ <br />93 x934. �� 934.9 \ / SCRERCH �/ \ <br />\ x936. p� x935.2 936.0 ® / \ x930.7 <br />x931.3 <br />X935.5 °a S BA ENE x93 3 / \ <br />93 .0 31.7 \ �� x931.2 9�> <br />\ <br />x936.1 g <br />x93 \93j xX931 4 <br />9 <br />O <br />36.0 <br />\ 0 h <br />g� �9 xDECK <br />� � O�<G \ CK x935.5 �Alz xx930.8 <br />\ 937.9TC gg9 CONCRETE ALK" / ® Opp 1 x931.8 \' \)S 931.3 <br />39.7x 9 S O <br />\ \ <br />940 xg 1 x943.2 R <br />�o <br />.2x ��� 9 T x932.4 ��.�� <br />g42 N� 3.0 945 W 9h5 ® 36. \� x <br />931.3 <br />/ g sT / x n �Y <br />LOT COVERAGE CALCULATION. 40.9x e / 4a1T x o. 93 ^V <br />g \ •x932.5 <br />Lot Area to OHW = 46,050 SF / a6 4s s 2 944. <br />93 7TC 9 x x 944.0 �R� �9R09 <br />HARDCOVER: , (� si• 946.9TW 47.5TW , 94 + <br />`+ Q x945 5 x947.2 �9 4 x 8 933.7 <br />\ 5 x931.9 <br />9 <br />® TW x x94 <br />947.0 ° x <br />®House = 2,621 SF 947. y '' / 94 � <br />O <br />47.6 S . 9 <br />Screen Porch = 806 SF \ � x946.2 \ 4 5.9 <br />© 32 <br />Bituminous Driveway = 2,110 SF 1$�9 x \ <br />O Concrete Garage Apron = 112 SF 936. <br />® Concrete Sidewalk and Stoop = 699 SF \ 47.0 \ x 4 93 x932.6 <br />(E)Deck = 135 SF 93a \ 9 \ x946. \ \ <br />R � <br />EXCLUDABLE HARDCOVER: O x947 5 / \ \ 946.8x 947 S x94 5 934 9 3 <br />Deck Allowance = -100 SF \ O ��// x9476 \ 94B \\ 947.0 X 9 #2760 \ <br />Total = 6,383 SF \ O 93 TC \ \ / \948.5 <br />= 13.9%\ \ \ <br />\ � \ x948. 23. <br />\ x946•DECK` <br />O 4� \� <br />N <br />948.2 <br />x \ x948.9 T I_) A T -All existing building dimensions are measured to the finished siding\ \ 9 I I <br />and not the building foundation. O x947. 39.9 <br />9 <br />-No search was made for any easements. <br />-The location of all utilities shown are from either observed <br />evidence in the field and/or from plans furnished by the utility <br />companies and are approximate. Utility companies should be <br />notified for exact location before doing any excavation. <br />\ <br />\ <br />�9 79 x939.4 <br />8.8 \ x <br />s ATW <br />\ 944.1 <br />940 94l 924 Tw x939.7 <br />0 20 40 60 <br />SCALE IN FEET <br />JOB NO. <br />212-17 <br />SCALE <br />1" = 20' <br />REVISIONS <br />SITE ADDRESS <br />2740 SI-IADYWOOD RD. <br />ORONO, MN 55331 <br />I hereby certify that this survey, plan, or report was prepared by <br />me or under m direct supervision and that I am a duly registered <br />y p y 9 <br />Land Surveyor under the laws of the State of Minnesota. <br />W. BROWN LAND SURVEYING, INC. <br />Dated: <br />I6 83 28i:� <br />Woodrow A. Brown, R.L.S. MN REG 15230 <br />W. BROWN LAND SURVEYING INC. <br />' <br />�/�/ 8030 Cedar Avenue So., Suite 228. <br />YY BI oomingt on, MN 55425 <br />Bus: (952) 854-4055 <br />Fax: (952) 854-4268 <br />EMAIL: WBLANDSU RVEYQ40L.COM <br />DATE <br />REMARKS <br />DRAWN <br />CME <br />BOOK/ PAGE <br />142/64 <br />REFERENCE <br />248-15 142/37 <br />BENCHMARK <br />County Monument on the East Line of #2 Bell St. <br />Elevation = 937.50. <br />SHEET <br />1 Of 1 <br />