}
<br />0 20 40
<br />SCALE IN FEET
<br />ORIENTATION OF THIS
<br />BEARING SYSTEM IS
<br />ASSUMED.
<br />LOCATION MAP
<br />F.ry.stu/ -
<br />FDGEWOOD RD -
<br />& H C. R 8
<br />�RATMLIENC7 W.0a/
<br />c CD
<br />so I s
<br />�_1
<br />no
<br />to
<br />0
<br />N
<br />0
<br />N
<br />N.
<br />Lu
<br />159.88
<br />250. 75- M 251 .50- P
<br />S 88° 12'4111 E
<br />65. 07
<br />25.80
<br />/ -MOST EASTERLY
<br />CORNER OF TRACT B
<br />—PART OF TRACT A
<br />S TITLE NO. 527182
<br />\ _- �ti LAKE
<br />ti o 01,
<br />G?iso
<br />G\ o
<br />, <,2
<br />\ 1 �.
<br />lip
<br />F9 0 \ d�
<br />MINNETONKA
<br />CARMANS BAY
<br />+ NUC V, Vo""o
<br />vs`"o���' \
<br />/ s -F (woe. ) rn Q cb°�
<br />AFS S ti \ h \ \ a
<br />yai
<br />�� �M \oX
<br />y °rth NR \
<br />�0)der/
<br />. /m C \ \ \ \\ \ 2 .
<br />N �ti°f tr\ 700 /AFS
<br />do�""�t
<br />\S q
<br />\ \ \ \ \ \/80 \ \
<br />/&A \ \ \ \
<br />o Q ti 3° \ s�� qA \ \ \ \
<br />o ��4v ®o �,QD� pUf
<br />1SC212/ �.Ap \\ \ \eV
<br />MQ�y Ch' /JkPrtdFI SPw 9�/ C v FTq\ / \ �QA�F , \ `\ 24 \4f \ ``
<br />A104 F4 R� e�, er X \ % t°i F <� .ti�� o eq A o
<br />�9 fl Q s r� pFG . aF'
<br />/ s / 1Lar
<br />Tract D 96/ 117 R o�
<br />28T,)
<br />1* 9s 6 o
<br />Tract
<br />�
<br />A
<br />40
<br />�b4-0M
<br />MOST EASTERLY V
<br />CORNER 00 cp
<br />6,& y v
<br />\z
<br />/o 6 A /f r a c t E % �q, ' �/e ,� 26 a '� /(9 .. `
<br />41,
<br />9S3 i s
<br />,yMq
<br />k, 'tZz q,c D
<br />O --�58 _ / t F
<br />ry kCi/
<br />0,.
<br />3 O
<br />6
<br />A <i /
<br />9 Q ,� ' Q o /
<br />\\ / /
<br />92\4f Q \ 9 fl q
<br />r q,
<br />h 0
<br />o p
<br />\\\ s SAF LEGEND6
<br />x953-
<br />q2 , o • Denotes Iron Monument Found I" IRON PIPE , UNLESS NOTED.
<br />o q o Denotes i" Iron Pipe Set With Cap
<br />Stamped RLS#12254
<br />h
<br />� /jl (P)(R) Denotes Distance According to Plat OR RECORDED DESC �IPTION
<br />Q- (9y S/o2s' / / 952 9S0 (M) Denotes Measured Distance
<br />/ fs-11 X SPOT ELEVATION
<br />p°.00 O,� ,o o /� / 2 FOOT CONTOUR INTERVAL
<br />A
<br />//g ? 99
<br />8.4f
<br />rets ries
<br />�uc�oru'�x�s o�
<br />2696 Ethel Avenue �-
<br />CERTIFICATE OF SURVEY
<br />Zola
<br />RICHARD C. KAUFFMANN
<br />THIS ITP4, BEFA
<br />NIL Wiviihou .,4-
<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 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 th(:
<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 />4r.
<br />B. Existing
<br />hardcover
<br />in zone
<br />ram West
<br />Arm
<br />E. Proposed
<br />hardcover
<br />percentage
<br />[(D -!A) x 100]
<br />F. Allowed
<br />hardcover
<br />Percentage
<br />0-75'
<br />8,112
<br />sf
<br />0 sf
<br />F.ry.stu/ -
<br />FDGEWOOD RD -
<br />& H C. R 8
<br />�RATMLIENC7 W.0a/
<br />c CD
<br />so I s
<br />�_1
<br />no
<br />to
<br />0
<br />N
<br />0
<br />N
<br />N.
<br />Lu
<br />159.88
<br />250. 75- M 251 .50- P
<br />S 88° 12'4111 E
<br />65. 07
<br />25.80
<br />/ -MOST EASTERLY
<br />CORNER OF TRACT B
<br />—PART OF TRACT A
<br />S TITLE NO. 527182
<br />\ _- �ti LAKE
<br />ti o 01,
<br />G?iso
<br />G\ o
<br />, <,2
<br />\ 1 �.
<br />lip
<br />F9 0 \ d�
<br />MINNETONKA
<br />CARMANS BAY
<br />+ NUC V, Vo""o
<br />vs`"o���' \
<br />/ s -F (woe. ) rn Q cb°�
<br />AFS S ti \ h \ \ a
<br />yai
<br />�� �M \oX
<br />y °rth NR \
<br />�0)der/
<br />. /m C \ \ \ \\ \ 2 .
<br />N �ti°f tr\ 700 /AFS
<br />do�""�t
<br />\S q
<br />\ \ \ \ \ \/80 \ \
<br />/&A \ \ \ \
<br />o Q ti 3° \ s�� qA \ \ \ \
<br />o ��4v ®o �,QD� pUf
<br />1SC212/ �.Ap \\ \ \eV
<br />MQ�y Ch' /JkPrtdFI SPw 9�/ C v FTq\ / \ �QA�F , \ `\ 24 \4f \ ``
<br />A104 F4 R� e�, er X \ % t°i F <� .ti�� o eq A o
<br />�9 fl Q s r� pFG . aF'
<br />/ s / 1Lar
<br />Tract D 96/ 117 R o�
<br />28T,)
<br />1* 9s 6 o
<br />Tract
<br />�
<br />A
<br />40
<br />�b4-0M
<br />MOST EASTERLY V
<br />CORNER 00 cp
<br />6,& y v
<br />\z
<br />/o 6 A /f r a c t E % �q, ' �/e ,� 26 a '� /(9 .. `
<br />41,
<br />9S3 i s
<br />,yMq
<br />k, 'tZz q,c D
<br />O --�58 _ / t F
<br />ry kCi/
<br />0,.
<br />3 O
<br />6
<br />A <i /
<br />9 Q ,� ' Q o /
<br />\\ / /
<br />92\4f Q \ 9 fl q
<br />r q,
<br />h 0
<br />o p
<br />\\\ s SAF LEGEND6
<br />x953-
<br />q2 , o • Denotes Iron Monument Found I" IRON PIPE , UNLESS NOTED.
<br />o q o Denotes i" Iron Pipe Set With Cap
<br />Stamped RLS#12254
<br />h
<br />� /jl (P)(R) Denotes Distance According to Plat OR RECORDED DESC �IPTION
<br />Q- (9y S/o2s' / / 952 9S0 (M) Denotes Measured Distance
<br />/ fs-11 X SPOT ELEVATION
<br />p°.00 O,� ,o o /� / 2 FOOT CONTOUR INTERVAL
<br />A
<br />//g ? 99
<br />8.4f
<br />rets ries
<br />�uc�oru'�x�s o�
<br />2696 Ethel Avenue �-
<br />CERTIFICATE OF SURVEY
<br />Zola
<br />RICHARD C. KAUFFMANN
<br />THIS ITP4, BEFA
<br />NIL Wiviihou .,4-
<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 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 th(:
<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 />aal •duly Registered land Surveyor under the laws of the
<br />Sia [t 0� spta. l
<br />keg. ho. /ZZSy 4dte /0-47-8514
<br />REU• 11121/94 W✓4 *9 co*To00Y
<br />y.=y-F9 Ty ��
<br />�NY, .1-- 20 - dS >4_-�,yy
<br />iu.� i�lodC
<br />MERILA & ASSOCIATES, INC.
<br />ENGINEERS, SURVEYORS, SITE PLANNERS
<br />7216 Boone Ave. N. • E7216 Boone Ave. N. E 63 0 Brooklyn Pork, Minnesota 55428Pork, Minnesota 55428
<br />Telepbone- (612) 533-7545
<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. Existing
<br />hardcover.
<br />Percentage
<br />f(BA) x 100]
<br />D. Proposed hardcover
<br />in zone
<br />E. Proposed
<br />hardcover
<br />percentage
<br />[(D -!A) x 100]
<br />F. Allowed
<br />hardcover
<br />Percentage
<br />0-75'
<br />8,112
<br />sf
<br />0 sf
<br />0 %
<br />0 sf
<br />0 % 0
<br />75-250'
<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 9/0
<br />30
<br />500-1000'
<br />0
<br />sf
<br />0 sf
<br />0
<br />0 sf
<br />0
<br />3 5 '/o
<br />I hereby certify that this survey, plan or report was
<br />Prepared by we or under my direct supervision and that I
<br />aal •duly Registered land Surveyor under the laws of the
<br />Sia [t 0� spta. l
<br />keg. ho. /ZZSy 4dte /0-47-8514
<br />REU• 11121/94 W✓4 *9 co*To00Y
<br />y.=y-F9 Ty ��
<br />�NY, .1-- 20 - dS >4_-�,yy
<br />iu.� i�lodC
<br />MERILA & ASSOCIATES, INC.
<br />ENGINEERS, SURVEYORS, SITE PLANNERS
<br />7216 Boone Ave. N. • E7216 Boone Ave. N. E 63 0 Brooklyn Pork, Minnesota 55428Pork, Minnesota 55428
<br />Telepbone- (612) 533-7545
<br />
|