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CERTIFICATE OF SURVEY FOR: r N88°37'W 104.0 PLAT <br />�' <br />STEVE SCHOTTLER 96.76 COMP. _ <br />928.9 / <br />LEGEND / ` <br />- x x - Fence i� 930.0 \ <br />Stone Retaining Wall <br />\ <br />X900.0 Existing Elevation 928 .9 i <br />i� \ <br />-900 Existing Contour i <br />• Found Iron Monument <br />off <br />0 Set Iron Monument J�9.Lc3'4 x930.2 i <br />Inscribed R.L.S 15230 `\ 2 <br />89 'i \ <br />X3 0", y`�928 <br />x.9 �' x930.5 \ �0`tC\L <br />x930.6 x930.7 <br />\ <br />PROPERTY DESCRIPTION: - <br />32 x931.8 \ 9 x ' 930.3 x930.5 <br />That part of Tract "D", REGISTERED LAND SURVEY NO. 420> �o <br />Hennepin County, Minnesota lying northeasterly of the \\ <br />/ \ \ dq <br />southwesterly 7.00 feet, except that part lying northwesterly of ��925.9 \ x931'1 x 930.8 \ c9 <br />i tJ� 9 8 <br />a line drawn from a point on the southwesterly line of said _ -- _� \ \ x s30.sx \ ftp <br />Tract "D" , 21.51 feet southeasterly from the most westerly / 93 930.5 - - 9 \ 9.4 x930.5 <br />corner of said Tract "D" , to a point on the north line of said 930.9\\ x93 .5 x931.1 oA <br />X 930. x931.4 C� <br />Tract "D" 7.57 feet east from the northwest corner of said / C' / 930.s 928.9 <br />\� \ / <br />Tract "D" Hwy 9Q / 29.4 \ / �\ O <br />Together with a perpetual easement for driveway purposes <br />X9 25 s@q� �7 x931.5 <br />over, under and across the southerly 98.53 feet of the x933.5 \ , �• 000 �� C' 31.0 x931.4 A <br />NG <br />easterly 7.50 feet of: �> / �� ^ 931.5x �31.�'� BOAT�FIOUSE x930.6 \ <br />I 931. FOOTINGS / \ DGE OF WATER <br />/ 932.0 -931.5 BASE FLOOD / - \ <br />That part of Tract "D" REGISTERED LAND SURVEY NO. 420 / �� 931.0 x931 4 1 x931.4 / / \\ <br />Of - <br />Hennepin County, Minnesota, lying northeasterly of the / O \ / / <br />southwesterly 7.00 feet, and lying northwesterly of a line drawn °� a x I \ <br />/ \ � � 931.3 931.1 / 11 / x930. \ <br />from a point on the southwesterly line of said Tract "D" x933.2 nD x/ <br />9 � / 931.0 / x 93. \ <br />21.51 feet southeasterly from the most westerly corner of said 933. <br />Tract "D" to a point on the north line of said Tract "D", <br />33' <br />\ <br />7.57 feet east from the northwest corner of said Tract "D". C\ <br />DEC \ ! CL' \ / x931.31 937 / 931.9x \\ <br />o -HI <br />x931.4 <br />� G ' x931.\ /lk931.2 n1 / ��g Ls x930.8 \\ <br />933.9/ x933.7 X931.1 / p• x930.7 <br />\ /x931.6 <br />931.1 x <br />#2730 \ <br />269\ <br />\ �^� \\ / x931.69 T\ R A C T D s <br />x934.7 syF x937.3 \ 934.1 \ sp I `F� / .� \ / / x930.4 O9S \\ <br />934.6 ` <br />933 '� / �-' \ x930.9 <br />/ \ <br />x933.8 1 \ X931.4 <br />x931.1 / \ <br />\ <br />934,3 <br />X9355. 9 <br />35 \ / X75' <br />_9.33. - .__ _ - - - __�_� - 6 9 <br />/ 31. <br />\ / \ <br />934.4 \ __�. ,� _ __. ,. C!C aHK,_..-.. �. •- --�' \ / . �_ <br />\a\i \S\ X934.81/PQa O� �� \ \• / / xx931.2 i 331.7x <br />\ 934.5 930.9 �P �� • p I � ,h S �( <br />_9 \ \ OaG� x931.4 16� j / \. x930., <br />\ x934.8 \�pJ� © x ash \ G ry <br />93> x934. o ' 934.9 \ SCREEN'\ MRCH <br />x93x935.2 936.0 / / \ x930.7 <br />�\ . 1 <br />x935.5 8A LINE x93 3 / \ <br />�J 93 X931.7 \ , yC x931.2 <br />l / c \ \93' X�3\ 4 �O <br />x9.361 ��� 9p'ro <br />\ \ 36.0 x93. 9C��y9 / 6\ <br />0 @qs \ <br />9 x� ®`00)0 DSK /x935.5 ��0� ' x930.8 <br />\ 937.9TC gig CONCRETE ALK ��90 \ x931.8 x931.3 <br />y> 39.7x 9.O ITW c �o S <br />'SRO / \)+ <br />\ g�o 9 .1 x943.2 / x932.4 <br />.2x <br />3.0 945 W gb5' ® 36. \ O 931.3 <br />/g s� / x y� x <br />LOT COVERAGE U E CALCLATION: 40•9x q�� °oq x / 40.1 /" 0• 93 Q <br />g�5 , a 9�� \ x932.5 <br />/ <br />9 .6 0 ` 2. 9� nQ <br />Lot Area to OHW = 46,050 SF 6� --- // 9 99398 s '0 93 V <br />93 7TC \ /9� 946.2x x9 4. 944.0 u� s �0 36.2 <br />HARDCOVER: S SJ° /5 946 9T 47. TW -x��944 ' \� <br />S( x945 5 \ x947.2 � x .8 933.7 <br />® House = 2,621 SF \ J 945'-0 -�94 5 x931.9 <br />® Screen Porch = 806 SF x946.2 `- 7.0 x 947• / s x 94 s 9 3, <br />QBituminous Driveway = 2,110 SF \ 47 0 �`� ---x'946 x 4 x\ 935. <br />® Concrete Garage Apron = 112 SF O da <br />®Concrete Sidewalk and Stoop = 699 SF \ 47.0 \ _ 9384 x <br />® Deck = 135 SF 938 \ \ s \ x946• \ 93 \326 <br />110\ <br />x \ <br />EXCLUDABLE HARDCOVER: / \ <br />946, __sx - x9 5 934 933 <br />D \ x947.5 \ -947 -- <br />Deck Allowance = -100 SF \ O �y/% x947.9 \ 948 \\ 947.0 X s #2760 \ <br />40 93 TC \ / \\ •01 \ \ �� <br />Total = 6,383 SF \ ' <br />= 13.9% \ \ \ x948. <br />1 \ x9`}6 DECK <br />O 4 <br />NOTES: \ / <br />s4s.z <br />-All existingbuilding dimensions are measured to the finished siding x \ x9489 T L) �\ /� -r r_ - <br />g g \ � \ 939.5 <br />and not the building foundation. O x947. <br />9 <br />C.931.3 <br />#3979 <br />� <br />RECEIVED <br />OCT 1 1 2017 <br />CITY OF ORONO <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.9A <br />\\\ <br />\ <br />39 \ s.s x 79 x939.4 <br />\ _ s .1Tw ' <br />944.1 <br />X2.8 <br />o A 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•IADYiP00D 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 re g <br />Land Surveyor under the laws of the State of Minnesota. <br />W. BROWN LAND SURVEYING, INC. <br />DATED: 10-03-2017 <br />W. BROWN LAND SURVEYING INC. <br />� <br />8030 CEDAR AVENUE SO., SurrE 228. <br />Y ll BLOOMINGTON, MN 55425 <br />Bus: (952) 854.4055 <br />B FAx: (952) 8544268 <br />EMAIL: WBLANDSURVEY@AOL.COM <br />-- <br />DATE <br />-------- <br />REMARKS <br />DRAWN <br />011 <br />_ <br />BOOK/PAGE <br />14_2/64 <br />_ _ <br />REFERENCE <br />248-15 142/37 <br />----- <br />- <br />�- ---- - - -- <br />____ __ <br />BENCHMARK <br />County Monument on the East Line of #2 Bell St. <br />Elevation = 937.50. <br />SHEET <br />1 of 1 <br />- -- - ---------- <br />WOODROw A. BROWN, R.L.S. MN REG 15230 <br />L-ITj tfwWoa r� 12-0(T- a*5 / ATF S cr wo- <br />