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<br />0
<br />955.60
<br />Existing Conditions Survey
<br />962..
<br />Retaining Wall
<br />- FF= 963.19
<br />House I
<br />�O
<br />37
<br />0 20 40
<br />Feet
<br />I I - - denotes Building Setback Line
<br />IX - g59.47962.63*962.98
<br />964 Front = 50'
<br />Side = 30'
<br />XSon. MH Rear = 50'
<br />-Rim=955.36 -N line of \bRt 5, Block 6 P\ I
<br />Inv=946.01 r I I v 962 � Creek = 75'
<br />X958.65 \ /n\ I%n41.52 962 X950.81
<br />�I iC�
<br />Existing
<br />/ J
<br />79'� n \I ✓ I S line of the N 40.00 \ Shed (C) '
<br />IoyF \ I -of Lot 5, Block 6
<br />7 I I L /
<br />i - 8.25 8.25
<br />56.4 960 /
<br />w (124.,5 plot) r/
<br />o Row of Lilacs 8921'18 E 12 .Almeo . k L� Ji / 5.45
<br />f) 9 \ 956 g8 0
<br />Xo
<br />S6 0 6?6 S nal / / /X939.35
<br />S89 21'18 E 125.44 meos. (125.25 plot)
<br />LQ
<br />no.
<br />57.51
<br />9( B) �h �bhW 0��`gg
<br />54
<br />ov Existing QExstgBt. s CO �fiDriveway (D) ->•. n Garage b C�
<br />X 938.71
<br />-
<br />-FF=957.56 17.5E -►I
<br />�`L CO . _ s, g56 / fig" ( r Y N
<br />955.56X � 0h� Oy�Wolk (E) 01 / 14'ASH ��tx`b i9�
<br />Well 56.93 I 1 Cs6 X 936.34 X 937.87
<br />_..._..._39.7-...._... 9 o O 93
<br />�... FF=958.65 ssoo
<br />00 ` Existing House (A) ,�p�'� GEEK - - - - -
<br />3� I R� 1 'Edge of Woter,.
<br />w oos - _..._..._..._..._.. _ 5.0_
<br />..`�.. X24
<br />5 1 X19 ---- --
<br />zo \ s � 9S4 � 9 ..:••
<br />_.. /36.4-..._..._... \ 09
<br />o 58921'12'E 125.32 meos. (flat)Ln
<br />s
<br />Q , 9 OAK / 0 /Llj
<br />0 rn `''� V9 Qs `9S�R n 51 !J. ?�' \ �\\ \\ \
<br />o� 8+ l- (� '-' ''Retaining Wall o,�� 0 X938.91
<br />0 9so` 67 / / I \ \ k �, o
<br />O W
<br />'tl� p 5n y
<br />X942.68 37 78 X
<br />ON Ln 1� T X 950 8 / / ,� I \ \
<br />o k1 ► Are 1 604x34 S. F, N10
<br />s
<br />'948 Benchmark: / / \ \ �� ) X941.38
<br />RR Spike in W'rly face of PP 938.99X \ \
<br />i / E/evotion=945.76 Feet X948.4-77--/ X944.46 �/ g38 8.25 1 \
<br />0 (N. o. V. D. 1988) / / �,• �, \ \ / /
<br />l` 946 S8.92 02 E 125.25 / 70'� g36 �• 1 X 937 14
<br />/ ,tear
<br />X944.64 i 100 t -1o0
<br />944 14 od E�e�%
<br />_ "OAK 942 4S Flo y 938.58X
<br />o Xg43.04 �ry 39 g
<br />n /j g P e°5 / / I� X 937.62
<br />k2939.9-�i�-�. I � 939.20X ��(31b6k �
<br />/ / o
<br />0 X 938.56 I I _ ,\yh' N
<br />o Son.MH
<br />Rim 1942.1In V
<br />Q 937.51X 5h� I g35,5�// "oter fl
<br />___ V�
<br />i d9e f \
<br />o ,EEK iE ��_'� \
<br />LLJ
<br />/ 0R \
<br />/ \
<br />LEGEND
<br />988
<br />denotes
<br />Existing Contour
<br />988.00 X
<br />denotes
<br />Existing Spot Elevation
<br />FF=989.36
<br />denotes
<br />Finished Floor Elevation
<br />-0-
<br />denotes
<br />Power Pole
<br />p
<br />denotes
<br />Sanitary Cleanout
<br />Qs
<br />denotes
<br />Sanitary Manhole
<br />Driveway
<br />denotes
<br />Deciduous Tree
<br />ss
<br />denotes
<br />Sanitary Sewer Line
<br />ST
<br />denotes
<br />Storm Sewer Line
<br />OHE
<br />denotes
<br />Overhead Electric Line
<br />oz '711.23
<br />denotes
<br />Existing Culvert
<br />I I - - denotes Building Setback Line
<br />IX - g59.47962.63*962.98
<br />964 Front = 50'
<br />Side = 30'
<br />XSon. MH Rear = 50'
<br />-Rim=955.36 -N line of \bRt 5, Block 6 P\ I
<br />Inv=946.01 r I I v 962 � Creek = 75'
<br />X958.65 \ /n\ I%n41.52 962 X950.81
<br />�I iC�
<br />Existing
<br />/ J
<br />79'� n \I ✓ I S line of the N 40.00 \ Shed (C) '
<br />IoyF \ I -of Lot 5, Block 6
<br />7 I I L /
<br />i - 8.25 8.25
<br />56.4 960 /
<br />w (124.,5 plot) r/
<br />o Row of Lilacs 8921'18 E 12 .Almeo . k L� Ji / 5.45
<br />f) 9 \ 956 g8 0
<br />Xo
<br />S6 0 6?6 S nal / / /X939.35
<br />S89 21'18 E 125.44 meos. (125.25 plot)
<br />LQ
<br />no.
<br />57.51
<br />9( B) �h �bhW 0��`gg
<br />54
<br />ov Existing QExstgBt. s CO �fiDriveway (D) ->•. n Garage b C�
<br />X 938.71
<br />-
<br />-FF=957.56 17.5E -►I
<br />�`L CO . _ s, g56 / fig" ( r Y N
<br />955.56X � 0h� Oy�Wolk (E) 01 / 14'ASH ��tx`b i9�
<br />Well 56.93 I 1 Cs6 X 936.34 X 937.87
<br />_..._..._39.7-...._... 9 o O 93
<br />�... FF=958.65 ssoo
<br />00 ` Existing House (A) ,�p�'� GEEK - - - - -
<br />3� I R� 1 'Edge of Woter,.
<br />w oos - _..._..._..._..._.. _ 5.0_
<br />..`�.. X24
<br />5 1 X19 ---- --
<br />zo \ s � 9S4 � 9 ..:••
<br />_.. /36.4-..._..._... \ 09
<br />o 58921'12'E 125.32 meos. (flat)Ln
<br />s
<br />Q , 9 OAK / 0 /Llj
<br />0 rn `''� V9 Qs `9S�R n 51 !J. ?�' \ �\\ \\ \
<br />o� 8+ l- (� '-' ''Retaining Wall o,�� 0 X938.91
<br />0 9so` 67 / / I \ \ k �, o
<br />O W
<br />'tl� p 5n y
<br />X942.68 37 78 X
<br />ON Ln 1� T X 950 8 / / ,� I \ \
<br />o k1 ► Are 1 604x34 S. F, N10
<br />s
<br />'948 Benchmark: / / \ \ �� ) X941.38
<br />RR Spike in W'rly face of PP 938.99X \ \
<br />i / E/evotion=945.76 Feet X948.4-77--/ X944.46 �/ g38 8.25 1 \
<br />0 (N. o. V. D. 1988) / / �,• �, \ \ / /
<br />l` 946 S8.92 02 E 125.25 / 70'� g36 �• 1 X 937 14
<br />/ ,tear
<br />X944.64 i 100 t -1o0
<br />944 14 od E�e�%
<br />_ "OAK 942 4S Flo y 938.58X
<br />o Xg43.04 �ry 39 g
<br />n /j g P e°5 / / I� X 937.62
<br />k2939.9-�i�-�. I � 939.20X ��(31b6k �
<br />/ / o
<br />0 X 938.56 I I _ ,\yh' N
<br />o Son.MH
<br />Rim 1942.1In V
<br />Q 937.51X 5h� I g35,5�// "oter fl
<br />___ V�
<br />i d9e f \
<br />o ,EEK iE ��_'� \
<br />LLJ
<br />/ 0R \
<br />/ \
<br />X935.91
<br />i..-lnv 932.52 0 .-Inv=932.63
<br />48" CMP
<br />ti
<br />X 939.18 =
<br />0
<br />40
<br />i
<br />936.93
<br />EXISTING HARDCOVER CAL CUL A TIONS:
<br />k�
<br />19,604.34
<br />Key to
<br />Survey
<br />0 (1 °
<br />°'
<br />99
<br />/ / l 1 /
<br />House
<br />1,005
<br />S. F.
<br />B
<br />LLJ
<br />c=
<br />253
<br />S. F.
<br />/
<br />Shed
<br />81
<br />S.F.
<br />D
<br />Driveway
<br />770
<br />S.F.
<br />E
<br />Conc, Walks
<br />54
<br />S.F.
<br />TO TAL
<br />2,163
<br />S. F.
<br />Wate /
<br />11.0
<br />oz '711.23
<br />f /
<br />�Ed9e ° /
<br />X 937 00
<br />••._Property
<br />Corner
<br />falls in Culvert
<br />X935.91
<br />i..-lnv 932.52 0 .-Inv=932.63
<br />48" CMP
<br />ti
<br />X 939.18 =
<br />0
<br />40
<br />i
<br />936.93
<br />EXISTING HARDCOVER CAL CUL A TIONS:
<br />Area of Lot =
<br />19,604.34
<br />Key to
<br />Survey
<br />Hardcover Items
<br />Total (Square Feet)
<br />A
<br />House
<br />1,005
<br />S. F.
<br />B
<br />Garage
<br />253
<br />S. F.
<br />C
<br />Shed
<br />81
<br />S.F.
<br />D
<br />Driveway
<br />770
<br />S.F.
<br />E
<br />Conc, Walks
<br />54
<br />S.F.
<br />TO TAL
<br />2,163
<br />S. F.
<br />HARDCOVER
<br />11.0
<br />q
<br />Property Description:
<br />Lots 6, 7, 8 and that port of Lot 5 lying South
<br />of the North 40 feet thereof, Block 6, BAYSIDE
<br />ADDITION TO LAKE MINNETONKA, Hennepin County,
<br />Minnesota, according to the recorded plot thereof,
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