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<br />65. 07
<br />S 88° 12'4 1" E
<br />25.80
<br />/ ,-MOST EASTERLY
<br />CORNER OF TRACT B
<br />--PART OF TRACT A
<br />S TITLE NO. 527182
<br />LAKE
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<br />CARMANS BAY
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<br />9 4V
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<br />0 1,0 6 FBF \
<br />o • Q� 9s b`1V , � .s < \ \ o Tract A
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<br />MOST EASTERLY M �� X V - a Op \
<br />CORNERO
<br />�1 r1/ Q�
<br />/�ract E �` ,\ o5q /all /a I �O I&
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<br />40 s i LEGEND
<br />GSe� by� ♦•M
<br />IJ NV.A 1 ,
<br />S
<br />Denotes Iron Monument Found I" IRON PIPE ,UNLESS NO1 FD.
<br />\ R° _ q5a qAM o Denotes 2 ' Iron Pipe Set With Cary
<br />6,6t , -'F Stamped RLS#t12254
<br />/y P)(R) Denotes Distance According to Plat OR RECORDED DESCRIP•"'ION
<br />6/ o/ q52 �� (M ) Denotes Measured Distance
<br />/O� R
<br />S , � / / 9 9592 X S POT ELEVATION
<br />/ 2 FOOT CONTOUR INTERVAL
<br />�c AF
<br />?e • BS. M
<br />.Y
<br />52� g
<br />2696 Ethel Avenue
<br />CERTIFICATE OF SURVEY
<br />RICHARD C. KAUFFMANN
<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 />Being reg -is -ter -e -d ]and -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 />ORONO
<br />HARDCOVER CALCULATION WORKSHEET
<br />LAKESHORE
<br />SETBACK
<br />ZONE
<br />A. Existing
<br />lot area
<br />in zone
<br />B. Existing
<br />hardcover
<br />in zone
<br />C. g
<br />Existing
<br />hardcover
<br />Percentage
<br />j(B;A) x 1001
<br />E.
<br />D. Proposed
<br />hardcover
<br />in Zone
<br />Proposed
<br />hardcover
<br />percentage
<br />I(D$A) x 1001
<br />F. Allowed
<br />hardcover
<br />Percentage
<br />0-75'
<br />8,112 sf
<br />0 sf
<br />0
<br />0 sf
<br />0 %
<br />0
<br />75-250'
<br />20,072 sf
<br />3,306 sf
<br />16.47 9
<br />5,000 sf
<br />24.91
<br />44TR(((411 t
<br />250-500
<br />1,159 sf
<br />GSe� by� ♦•M
<br />IJ NV.A 1 ,
<br />S
<br />Denotes Iron Monument Found I" IRON PIPE ,UNLESS NO1 FD.
<br />\ R° _ q5a qAM o Denotes 2 ' Iron Pipe Set With Cary
<br />6,6t , -'F Stamped RLS#t12254
<br />/y P)(R) Denotes Distance According to Plat OR RECORDED DESCRIP•"'ION
<br />6/ o/ q52 �� (M ) Denotes Measured Distance
<br />/O� R
<br />S , � / / 9 9592 X S POT ELEVATION
<br />/ 2 FOOT CONTOUR INTERVAL
<br />�c AF
<br />?e • BS. M
<br />.Y
<br />52� g
<br />2696 Ethel Avenue
<br />CERTIFICATE OF SURVEY
<br />RICHARD C. KAUFFMANN
<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 />Being reg -is -ter -e -d ]and -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 />I hereby certify that this survey, plan or report was
<br />prepared by we or under my direct supervision and that I
<br />am a duly Registered Land Surveyor under the laws of the
<br />State of Mi"nesAta:
<br />Reg. h0._1Z4Sy< (.ate /0-49-84' 1
<br />/AEU• 111-91194 W l4 4DD64 G ON TOlI,eS
<br />q- 2 q- f 9 T L " yaufE, D.wy
<br />env, .r-- a0 -8s
<br />MERILA & ASSOCIATES, INC.
<br />ENGINEERS, SURVEYORS, SITE PLANNERS
<br />7216 Boone Ave. N. • E 63 • Brooklyn Park, Minnesota 55428
<br />Te!erhone- !6121, 11,33-70595
<br />/"' �' 84 - 109
<br />ORONO
<br />HARDCOVER CALCULATION WORKSHEET
<br />LAKESHORE
<br />SETBACK
<br />ZONE
<br />A. Existing
<br />lot area
<br />in zone
<br />B. Existing
<br />hardcover
<br />in zone
<br />C. g
<br />Existing
<br />hardcover
<br />Percentage
<br />j(B;A) x 1001
<br />E.
<br />D. Proposed
<br />hardcover
<br />in Zone
<br />Proposed
<br />hardcover
<br />percentage
<br />I(D$A) x 1001
<br />F. Allowed
<br />hardcover
<br />Percentage
<br />0-75'
<br />8,112 sf
<br />0 sf
<br />0
<br />0 sf
<br />0 %
<br />0
<br />75-250'
<br />20,072 sf
<br />3,306 sf
<br />16.47 9
<br />5,000 sf
<br />24.91
<br />25 •�
<br />250-500
<br />1,159 sf
<br />44 sf
<br />3.80
<br />0 sf
<br />0 y
<br />30 %n
<br />500-1000'
<br />0 sf
<br />0 sf
<br />0 ��
<br />0 of
<br />0 %
<br />35
<br />I hereby certify that this survey, plan or report was
<br />prepared by we or under my direct supervision and that I
<br />am a duly Registered Land Surveyor under the laws of the
<br />State of Mi"nesAta:
<br />Reg. h0._1Z4Sy< (.ate /0-49-84' 1
<br />/AEU• 111-91194 W l4 4DD64 G ON TOlI,eS
<br />q- 2 q- f 9 T L " yaufE, D.wy
<br />env, .r-- a0 -8s
<br />MERILA & ASSOCIATES, INC.
<br />ENGINEERS, SURVEYORS, SITE PLANNERS
<br />7216 Boone Ave. N. • E 63 • Brooklyn Park, Minnesota 55428
<br />Te!erhone- !6121, 11,33-70595
<br />/"' �' 84 - 109
<br />
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