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N <br />0 20 40 <br />SCALE IN FEET <br />ORIENTATION OF THIS <br />BEARING SYSTEM IS <br />ASS UM ED. <br />a <br />N <br />N7 <br />w <br />r - <br />N <br />M <br />0 <br />(o <br />Z <br />159 .88 <br />250. 75- M 251 .50- P <br />S 88° 12'41" E <br />65. 07 <br />.25.80 <br />/ ,-MOST EASTERLY <br />COR NER OF TRACT B <br />—PART OF TRACT A <br />TITLE NO. 527182 <br />LAKE <br />°A ° <br />* <br />0 tititi \\ //AF, sF 9tiF <br />G Q ti <br />4kL ti <br />5 t" 4 <br />N, 0 cF <br />i <br />["%HzSE <br />WO)ip <br />�1 Moo� <br />\ M F \ <br />VE <br />~ \\ \ <br />(b �ti \ . \\o f \ \70 <br />ti ' \ R4�0 Le\ \ \ T < F\ tra \ fee <br />■ <br />15 <br />O <br />ry /,9 <br />\\ \ <br />° <br />J <br />A \ <br />uS \ <br />MI NNE-rON KA <br />CARMANS BAY <br />o Q 3° S�0 <br />f'� qp o \ \ \ \ <br />w F <br />&0 <br />R , r \ <br />14 <br />�o`'y 9 w FT , /— IT� \ M4 j°<F \ \ 2g M \ \ \ <br />N 04 4 FI yPwe 6' \ '� q q\ / c `\ \QA <br />q A ­ <br />Tract D961 <br />S ' <br />4 0 0 <br />�S c <br />A C 26 < ALF �fi <br />4 0"o d, sTract A <br />G ? A � �. oo:... <br />'L <br />�. <br />MOST EASTERLY M � X V a 0 o <br />002 ST \ \ x9v> <br />i CORNER -�D "� OG <br />NT <br />,fract E % qn, ti/ �6 P' AZ �°, <br />\� 9;; mak. <br />4" <br />Q r/ <br />J <br />96 h W /l' ^� <br />5 ti lor <br />G9 9jQ ys J` M / i�r9� —' 04 <br />4- Q4- vj ho <br />V V 1•�`•� NL�t! q.. <br />J' E <br />I DGI WOO RD t <br />�' �• n a - ' F•� r <br />-1 C. Y 4/a' t InMMr. <br />0 = <br />1 '4.. t. <br />— !�I i ....� sM <br />CERTIFICATE OF SURVEY <br />RICHARD C. KAUFFMANN <br />TIRi <br />Of 11M ED <br />LEGAL DESCRIPTION <br />The Northwesterly 100 feet of Tract A, except that part thereof lying <br />Northwesterly of a line described as follows: Beginning at the most <br />Easterly corner of Tract E; thence Northeasterly along a line which if <br />extended would intersect the most Easterly corner of Tract B, to a point <br />distant 15 feet Southwesterly from said most Easterly corner of Tract B; <br />thence deflecting right to a point on the Northeasterly line of said Tract <br />A distant 5 feet Southeasterly from said most Easterly corner of Tract B <br />and said line there ending, Registered Land Survey No. 115, Files of <br />Registrar of Titles, County of Hennepin. <br />Being registered land as is evidenced by Certificate of Title No. 527180. <br />Tract B, except that part thereof lying Northwesterly of a line described <br />as follows: Beginning at the most Easterly corner of Tract E; thence <br />Northeasterly along a line which if extended would intersect the most <br />Easterly corner of said Tract B, to a point distant 15 feet Southwesterly <br />from said most Easterly corner of Tract B; thence deflecting right to a <br />point on the Northeasterly line of Tract A distant 5 feet Southeasterly <br />from said most Easterly corner of Tract B, and said line there ending, <br />Registered Land Survey No. 115, Files of Registrar of Titles, County of <br />Hennepin. <br />_`.� .�..e+e•.•• Being registered land as is evidenced by Certificate of Title No. 527181. <br />Said tracts contain 29,500 square feet, more or less, as measured to the <br />water's edge. <br />Subject to easements, reservations or restrictions of record, if any. <br />Q \ 6s <br />LEGEND x9'3- <br />2 / Fo • Denotes Iron Monument Found I" IRON PIPE , UNLESS NOTED. <br />`,' \ R0 /°N-1 q5� �a( o Denotes i" Iron Pipe Set With Cap <br />4 / �F Stamped RLS#12254 <br />5 <br />a Ns,.x / � � (P)(R) Denotes Distance According to Plat OR RECORDED DESCRIPTION <br />e <br />f /0 / q52 D (M) Denotes Measured Distance <br />` y <br />959 X SPOT ELEVATION <br />//s`R000 U�� /cq /� / 2 FOOT CONTOUR INTERVAL <br />� 'oAF <br />4 — <br />,.,rv' <br />8 <br />F <br />r�. MF. <br />/1001, <br />/ / <br />I hereby certify that this survey, plan or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Registered Land Surveyor under the laws of the <br />State of Minnes�ta. <br />Reg. tw.__ te /O <br />RFU. ///2//94 6t/✓4 aDa60 CONTouPS <br />y• 2 4• F f 7-1/ <br />MERILA & ASSOCIATES, INC. <br />ENGINEERS, SURVEYORS, SITE PLANNERS <br />7216 Boone Ave. N. • E 63 • Brooklyn Park, Minnesota 55428 <br />'rrlerhQne' 15121, 8;33_7RO5 <br />84 - 109 <br />ORONO <br />HARDCOVER CALCULATION WORKSHEET <br />LAKESHORE <br />SETBACK <br />ZONE <br />A. ExistingB. <br />lot area <br />in zone <br />Existin g <br />hardcover <br />in zone <br />C. Existing <br />hardcover <br />percentage <br />((B -A) x 1001 <br />D. Proposed <br />hardcover <br />in zone <br />E. Proposed <br />hardcover <br />percentage <br />((DIA) x 1001 <br />F. Allowed <br />hardcover <br />Percentage <br />0-75, <br />8,112 <br />of <br />0 sf <br />0 <br />—'/ <br />0 sf <br />0 /0 <br />0 /> <br />75-2501 <br />20,072 <br />sf <br />3,306 sf <br />16.47 <br />5,000 sf <br />24.91 / <br />25 <br />250-500' <br />1,159 <br />sf <br />44 sf <br />3.80 <br />0 sf <br />0 go <br />30 <br />500-1000' <br />0 <br />sf <br />0 sf <br />0 <br />0 sf <br />0 '�0 <br />35 �o <br />Q \ 6s <br />LEGEND x9'3- <br />2 / Fo • Denotes Iron Monument Found I" IRON PIPE , UNLESS NOTED. <br />`,' \ R0 /°N-1 q5� �a( o Denotes i" Iron Pipe Set With Cap <br />4 / �F Stamped RLS#12254 <br />5 <br />a Ns,.x / � � (P)(R) Denotes Distance According to Plat OR RECORDED DESCRIPTION <br />e <br />f /0 / q52 D (M) Denotes Measured Distance <br />` y <br />959 X SPOT ELEVATION <br />//s`R000 U�� /cq /� / 2 FOOT CONTOUR INTERVAL <br />� 'oAF <br />4 — <br />,.,rv' <br />8 <br />F <br />r�. MF. <br />/1001, <br />/ / <br />I hereby certify that this survey, plan or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Registered Land Surveyor under the laws of the <br />State of Minnes�ta. <br />Reg. tw.__ te /O <br />RFU. ///2//94 6t/✓4 aDa60 CONTouPS <br />y• 2 4• F f 7-1/ <br />MERILA & ASSOCIATES, INC. <br />ENGINEERS, SURVEYORS, SITE PLANNERS <br />7216 Boone Ave. N. • E 63 • Brooklyn Park, Minnesota 55428 <br />'rrlerhQne' 15121, 8;33_7RO5 <br />84 - 109 <br />