|
N
<br />0 20 40
<br />SCALE IN FEET
<br />OR I ENTATI ON OF THIS
<br />BEARING SYSTEM I S
<br />ASSUMED.
<br />159.88
<br />250. 75- M 251 .50- P
<br />S 880 12'4 1" E
<br />65. 07
<br />/ ,-MOST EASTERLY
<br />COR NER OF TRACT B
<br />—PART OF TRACT A
<br />TITLE NO. 527182
<br />ti LAKE
<br />I ti
<br />%_T/0 0 0e,
<br />s
<br />'1,0 FSo
<br />v �\ O,,
<br />Q \ \ \ N
<br />\ ti o
<br />EXIST/NG
<br />m HOUSE ^i \ Q �� \ \ \ \ \ N, \ `'o /O�i
<br />/-S -F (Wp) -r IV, Re - s
<br />p(6Npo,/ \ \ /99 3
<br />o > \ 6
<br />n/ �� \ �r \o A M \oA /� F
<br />tiIV) a� \ rry
<br />00 SAF ;
<br />Re
<br />\ \\ \c F No et\q \eel �
<br />1\ 5
<br />0 M4 /,9
<br />9
<br />I FV
<br />i \ R qA \ \ \ R \
<br />y ~ \ \ yi.J
<br />ry r \ \
<br />3
<br />-0 /
<br />o0,4
<br />►y soh F e'e q �,QO� pUf p�N Of� \ \ \
<br />� \� qs� �� 4S3\ \ ev
<br />,yFNc ehy 9 0 0, X ,���9 Ail948.8
<br />qN h' F/ sey, �6 .,A lyq >q\
<br />\ /0 Mq P` eh
<br />QPM / 2 se � / � 2.88 � 1• / \ � \ ?'� -
<br />F<FV R/M`�Ofl6og / 1 �1b� \ /x 9 s9.
<br />Tract D 9s, OF
<br />s,
<br />\ Sg go • 0 /S R 04 ,r .4- \\ ,� A \rt
<br />wT
<br />1.
<br />02 ,A s W Tract
<br />Apo 0
<br />MOST EASTERLY / - a \ 00po \ 00 xyv�Z
<br />\ /9 CORNER / _ - y O� G ,4 19�y \ n
<br />,A� /�C2usN�D � � ��`�,,,4�� A/A �R` \� \ 0'• 9J°ZQ
<br />/ / bti @ flOcGAI � `�o � F � O• �
<br />\ , r a c t E a�q 9;V' r ti
<br />ms's
<br />\ ►vQv
<br />s.
<br />Q eVI T / 9S31 s �S
<br />m I ti
<br />to 9A.
<br />4J cb
<br />S9
<br />/ �' A, v
<br />4Q L-� a� s \ FS
<br />96e 3, . 92d QQ� Qa „'o 0 9s i8 ti
<br />4,4p
<br />M rye .q�, / _ q� / h �O
<br />F
<br />MINNETONKA
<br />CARMANS BAY
<br />GRADING PLAN AND
<br />CERTIFICATE OF SURVEY
<br />FOR:
<br />RICHARD C. KAUFFMANN
<br />LEGAL DESCRIPTION
<br />2696 Ethel Avenue
<br />o`
<br />Northwesterly of a line described as follows: Beginning at the most
<br />HARDCOVER CALCULATION WORKSHEET
<br />Easterly corner of Tract E; thence Northeasterly along a line which if
<br />\
<br />N
<br />\
<br />distant 15 feet Southwesterly from said most Easterly corner of Tract B;
<br />C. Existing
<br />hardcover
<br />percentage
<br />((B;A) x 100)
<br />thence deflecting right to a point on the Northeasterly line of said Tract
<br />Proposed
<br />hardcover
<br />percentage
<br />[(DIA) x 100)
<br />�t
<br />0-75
<br />and said line there ending, Registered Land Survey No. 115, Files of
<br />sf
<br />Registrar of Titles, County of Hennepin.
<br />0
<br />N
<br />a
<br />Being registered land as is evidenced by Certificate of Title No. 527180.
<br />1
<br />20,072
<br />h
<br />3,306 sf
<br />n
<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 />O
<br />Northeasterly along a line which if extended would intersect the most
<br />N
<br />Easterly corner of said Tract B, to a point distant 15 feet Southwesterly
<br />�
<br />from said most Easterly corner of Tract B; thence deflecting right to a
<br />3.80 /
<br />W
<br />0 9�0
<br />from said most Easterly corner of Tract B, and said line there ending,
<br />500-1000'
<br />Registered Land Survey No. 115, Files of Registrar of Titles, County of
<br />sf
<br />Hennepin.
<br />0 0/
<br />N
<br />n
<br />�
<br />O
<br />M
<br />N
<br />Subject to easements, reservations or restrictions of record, if any.
<br />O
<br />so
<br />2
<br />159.88
<br />250. 75- M 251 .50- P
<br />S 880 12'4 1" E
<br />65. 07
<br />/ ,-MOST EASTERLY
<br />COR NER OF TRACT B
<br />—PART OF TRACT A
<br />TITLE NO. 527182
<br />ti LAKE
<br />I ti
<br />%_T/0 0 0e,
<br />s
<br />'1,0 FSo
<br />v �\ O,,
<br />Q \ \ \ N
<br />\ ti o
<br />EXIST/NG
<br />m HOUSE ^i \ Q �� \ \ \ \ \ N, \ `'o /O�i
<br />/-S -F (Wp) -r IV, Re - s
<br />p(6Npo,/ \ \ /99 3
<br />o > \ 6
<br />n/ �� \ �r \o A M \oA /� F
<br />tiIV) a� \ rry
<br />00 SAF ;
<br />Re
<br />\ \\ \c F No et\q \eel �
<br />1\ 5
<br />0 M4 /,9
<br />9
<br />I FV
<br />i \ R qA \ \ \ R \
<br />y ~ \ \ yi.J
<br />ry r \ \
<br />3
<br />-0 /
<br />o0,4
<br />►y soh F e'e q �,QO� pUf p�N Of� \ \ \
<br />� \� qs� �� 4S3\ \ ev
<br />,yFNc ehy 9 0 0, X ,���9 Ail948.8
<br />qN h' F/ sey, �6 .,A lyq >q\
<br />\ /0 Mq P` eh
<br />QPM / 2 se � / � 2.88 � 1• / \ � \ ?'� -
<br />F<FV R/M`�Ofl6og / 1 �1b� \ /x 9 s9.
<br />Tract D 9s, OF
<br />s,
<br />\ Sg go • 0 /S R 04 ,r .4- \\ ,� A \rt
<br />wT
<br />1.
<br />02 ,A s W Tract
<br />Apo 0
<br />MOST EASTERLY / - a \ 00po \ 00 xyv�Z
<br />\ /9 CORNER / _ - y O� G ,4 19�y \ n
<br />,A� /�C2usN�D � � ��`�,,,4�� A/A �R` \� \ 0'• 9J°ZQ
<br />/ / bti @ flOcGAI � `�o � F � O• �
<br />\ , r a c t E a�q 9;V' r ti
<br />ms's
<br />\ ►vQv
<br />s.
<br />Q eVI T / 9S31 s �S
<br />m I ti
<br />to 9A.
<br />4J cb
<br />S9
<br />/ �' A, v
<br />4Q L-� a� s \ FS
<br />96e 3, . 92d QQ� Qa „'o 0 9s i8 ti
<br />4,4p
<br />M rye .q�, / _ q� / h �O
<br />F
<br />MINNETONKA
<br />CARMANS BAY
<br />GRADING PLAN AND
<br />CERTIFICATE OF SURVEY
<br />FOR:
<br />RICHARD C. KAUFFMANN
<br />LEGAL DESCRIPTION
<br />2696 Ethel Avenue
<br />LEGEND Y9Ss`-
<br />R2 " /±04(—
<br />H _ Fo • Denotes Iron Monument Found I" IRON PIPE , UNLESS NOTED.
<br />!,, \ / o Ro -- �\ / qS� Qo� o Denotes 2 " Iron Pipe Set With Cap
<br />4( , Stamped RLS#12254
<br />5 \
<br />P) (R) Denotes Distance According to Plat OR RECORDED DESCRIPTION
<br />a// S/ e 952 (M) Denotes Measured Distance
<br />e1' / 2Z9•q�qA X S POT EL 0 N
<br />R 6'. 0o94
<br />,� A /� / 2 FOOT//'CONT UR INTERVAL
<br />/ R S 1 ,QFa / 948.3 X 0,90PO15 f a S Po E C ,E UA TloA/
<br />�RBg
<br />cQ
<br /><9tC,
<br />Fs
<br />•f'a �R
<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 />HARDCOVER CALCULATION WORKSHEET
<br />Easterly corner of Tract E; thence Northeasterly along a line which if
<br />\
<br />extended would intersect the most Easterly corner of Tract B, to a point
<br />\
<br />distant 15 feet Southwesterly from said most Easterly corner of Tract B;
<br />C. Existing
<br />hardcover
<br />percentage
<br />((B;A) x 100)
<br />thence deflecting right to a point on the Northeasterly line of said Tract
<br />Proposed
<br />hardcover
<br />percentage
<br />[(DIA) x 100)
<br />A distant 5 feet Southeasterly from said most Easterly corner of Tract B
<br />0-75
<br />and said line there ending, Registered Land Survey No. 115, Files of
<br />sf
<br />Registrar of Titles, County of Hennepin.
<br />0
<br />0 sf
<br />` O��
<br />Being registered land as is evidenced by Certificate of Title No. 527180.
<br />�O
<br />20,072
<br />o' /
<br />3,306 sf
<br />/
<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 />24.91 %
<br />Northeasterly along a line which if extended would intersect the most
<br />250-500'
<br />Easterly corner of said Tract B, to a point distant 15 feet Southwesterly
<br />sf
<br />from said most Easterly corner of Tract B; thence deflecting right to a
<br />3.80 /
<br />point on the Northeasterly line of Tract A distant 5 feet Southeasterly
<br />0 9�0
<br />from said most Easterly corner of Tract B, and said line there ending,
<br />500-1000'
<br />Registered Land Survey No. 115, Files of Registrar of Titles, County of
<br />sf
<br />Hennepin.
<br />0 0/
<br />rPg�istered 1-an-d__a.sis-evidenced by Certificate of Title No. 527181.
<br />0 %
<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 />LEGEND Y9Ss`-
<br />R2 " /±04(—
<br />H _ Fo • Denotes Iron Monument Found I" IRON PIPE , UNLESS NOTED.
<br />!,, \ / o Ro -- �\ / qS� Qo� o Denotes 2 " Iron Pipe Set With Cap
<br />4( , Stamped RLS#12254
<br />5 \
<br />P) (R) Denotes Distance According to Plat OR RECORDED DESCRIPTION
<br />a// S/ e 952 (M) Denotes Measured Distance
<br />e1' / 2Z9•q�qA X S POT EL 0 N
<br />R 6'. 0o94
<br />,� A /� / 2 FOOT//'CONT UR INTERVAL
<br />/ R S 1 ,QFa / 948.3 X 0,90PO15 f a S Po E C ,E UA TloA/
<br />�RBg
<br />cQ
<br /><9tC,
<br />Fs
<br />•f'a �R
<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 />a --i
<br />Rag. ho. lZZ5-y &att /O
<br />Rel/• 1112//04 av✓4 srvv6o CON Too,eS
<br />2 4 - 6'r 711 " yawfE, 17.a�j'
<br />T-20-dS
<br />-/7- 8.1�
<br />MER I LA & ASSOCIATES, INC.
<br />ENGINEERS, SURVEYORS, SITE PLANNERS
<br />7216 Boone Ave. N. • E 63 Brooklyn Park, Minnesota 55428
<br />Telephone* (612) 533-7595
<br />AP
<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. Existing
<br />hardcover
<br />percentage
<br />((B;A) x 100)
<br />p E.
<br />D. Pro osed
<br />hardcover
<br />in zone
<br />Proposed
<br />hardcover
<br />percentage
<br />[(DIA) x 100)
<br />g Allowed
<br />hardcover
<br />percentage
<br />0-75
<br />8,112
<br />sf
<br />0 sf
<br />0
<br />0 sf
<br />0 %
<br />0 /e
<br />75-250'
<br />20,072
<br />sf
<br />3,306 sf
<br />16.47 �
<br />5,000 of
<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 0/
<br />0 of
<br />0 %
<br />35
<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 />a --i
<br />Rag. ho. lZZ5-y &att /O
<br />Rel/• 1112//04 av✓4 srvv6o CON Too,eS
<br />2 4 - 6'r 711 " yawfE, 17.a�j'
<br />T-20-dS
<br />-/7- 8.1�
<br />MER I LA & ASSOCIATES, INC.
<br />ENGINEERS, SURVEYORS, SITE PLANNERS
<br />7216 Boone Ave. N. • E 63 Brooklyn Park, Minnesota 55428
<br />Telephone* (612) 533-7595
<br />AP
<br />84- 109
<br />
|