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<br />Certificate of Survey
<br />1
<br />i
<br />North line of the NE 1/4 of the
<br />�..._..•— —SW 1/4 of Sec. 33, T. 118, R.
<br />23, Hennepin County, MN.
<br />OHE OHE OHE OHE
<br />J ILPole —X'� ' 16,POP' �`�;T — c` 48"WILL9g8\arn — — 4 — — —}R 3 /—Retoinin Wall Block EGoroge
<br />33 1 33 1
<br />18 Or—LM 0 0
<br />Area = 3.87 ACRES Concrete ... o '� \ o� X1023.0
<br />Und
<br />X 996.95 1 co
<br />X1002.9 6'p PEAR r"� odr 10`L w
<br />X9 9.33 II �o 0 i �. �
<br />i \ O Pr pose Deck Bituminous Bituminous �..,\\ I O
<br />o j d,Deck -, ' \ --ShedQ�'\\ 996 s� a o Q6 'P7�\— _Shed corner is 2.5' Eost, ° I 1 'ASf�I I! Grovel \ X�021.94 ELI�. of property line \ X1000.46 I 0 S� \Driveway Y
<br />Io and cope.: House �$ P > \:—!.._..._...—...—..._..._..._..._..._..._300.0-..._...—...—..._..._...—..._..._...�...—...i
<br />11.7 I I o �Ed9e l l�I SASH _ �., �0� ' Cy022.62
<br />I o...—. ..._...—...-288.4
<br />I 100 04 XX 102075 _ _ ,.14.3
<br />West line of the NE 1/4 of the
<br />—,---SW 1/4 of Sec. 33, T. 118, R.
<br />23, Hennepin County, MN.
<br />:I
<br />fi
<br />—1— =------- — — — — — — —
<br />Over/op i _ 0 /
<br />4 E02,��� \��
<br />-2S8�4 1026-
<br />-
<br />026 26702
<br />102P o1S / X1027.57 �33.—
<br />00
<br />o Q \ 1 South line of the North 15.00
<br />Acres of the NE 1/4 of the
<br />�. Benchmark:
<br />Top of Well
<br />E/evotion=1021.84 Feet
<br />(NA VD 88)
<br />_ South line of the NE 1/4 of the
<br />—SW 1/4 of Sec. 33, T. 118, R.
<br />23, Hennepin County, MN.
<br />I
<br />PROPERTY DESCRIPTION
<br />That port of the South 5 acres of the North 15 acres of that port of the Northeast Quarter of the Southwest Quarter of Section 33,
<br />Township 118, Range 23, Hennepin County, Minnesota, lying South of the railroad right of way which lies West of the East 300.00 feet
<br />thereof.
<br />SW 1/4 that lies South of the 1 W
<br />Roil Rood R/W.
<br />I � LI
<br />East line of the NE 1/4 of the SW 1/4 Sec.-.—'._. U
<br />33 T. 118, R. 23, Hennepin County, MN. I
<br />I`
<br />1-1
<br />Surveyors Note:
<br />According to the Hennepin County GIS the
<br />property to the South is described as the North
<br />10 Rods of the South 42 Rods. This overlaps
<br />with the description of this property. This overlap
<br />has been shown on the graphics.
<br />0 60 120
<br />Feet
<br />LEGEND
<br />r�
<br />— 988 —
<br />denotes
<br />Existing Contour
<br />988.00 X
<br />denotes
<br />Existing Spot Devotion
<br />North line of the South 5.00
<br />denotes
<br />Finished Floor Elevation
<br />T)
<br />denotes
<br />Electrical Meter
<br />Q
<br />denotes
<br />Deciduous Tree
<br />Acres of the of the North 15.00
<br />denotes
<br />A I
<br />-0-
<br />denotes
<br />Power Pole
<br />o
<br />denotes
<br />Sanitary Cleonout
<br />�,.._..._...— _
<br />___Acres NE 1/4 of the SW 1/4
<br />denotes
<br />Overhead Electric Line
<br />1,533
<br />S. F.
<br />Londscope
<br />133
<br />S. F.
<br />Retaining Wall
<br />that lies South of the Roil Rood
<br />S. F.
<br />TO TAL
<br />16,097
<br />S. F.
<br />% HARDCOVER
<br />9.6
<br />%
<br />TO TAL
<br />I R/W.
<br />S. F.
<br />X1 O 1.65 —\ X 1004. J0 \
<br />C X 101 --14
<br />\
<br />Proposed
<br />Goroge
<br />X 1016.39
<br />Proposed Deck,..
<br />O
<br />X 1000.63
<br />16. 00
<br />�I'
<br />1
<br />Proposed bituminous
<br />'•
<br />\
<br />X1021.42
<br />Q)
<br />v •� � N
<br />�O
<br />'o o
<br />•\ Shed
<br />�o
<br />\
<br />Drivewo�,
<br />o
<br />/
<br />7000,
<br />N o�
<br />I o N �`
<br />\
<br />0 0`
<br />0`� �.P
<br />cV
<br />X 1023. 75
<br />\
<br />O W
<br />o
<br />\
<br />HE
<br />uOF
<br />�9HE
<br />OHE
<br />OF+E�
<br />S89�4'24"E
<br />I
<br />`t'
<br />1019.42
<br />X998. f\
<br />o _
<br />y 0i AR
<br />I 20"�cLM
<br />\
<br />OHE OHE OHE OHE
<br />J ILPole —X'� ' 16,POP' �`�;T — c` 48"WILL9g8\arn — — 4 — — —}R 3 /—Retoinin Wall Block EGoroge
<br />33 1 33 1
<br />18 Or—LM 0 0
<br />Area = 3.87 ACRES Concrete ... o '� \ o� X1023.0
<br />Und
<br />X 996.95 1 co
<br />X1002.9 6'p PEAR r"� odr 10`L w
<br />X9 9.33 II �o 0 i �. �
<br />i \ O Pr pose Deck Bituminous Bituminous �..,\\ I O
<br />o j d,Deck -, ' \ --ShedQ�'\\ 996 s� a o Q6 'P7�\— _Shed corner is 2.5' Eost, ° I 1 'ASf�I I! Grovel \ X�021.94 ELI�. of property line \ X1000.46 I 0 S� \Driveway Y
<br />Io and cope.: House �$ P > \:—!.._..._...—...—..._..._..._..._..._..._300.0-..._...—...—..._..._...—..._..._...�...—...i
<br />11.7 I I o �Ed9e l l�I SASH _ �., �0� ' Cy022.62
<br />I o...—. ..._...—...-288.4
<br />I 100 04 XX 102075 _ _ ,.14.3
<br />West line of the NE 1/4 of the
<br />—,---SW 1/4 of Sec. 33, T. 118, R.
<br />23, Hennepin County, MN.
<br />:I
<br />fi
<br />—1— =------- — — — — — — —
<br />Over/op i _ 0 /
<br />4 E02,��� \��
<br />-2S8�4 1026-
<br />-
<br />026 26702
<br />102P o1S / X1027.57 �33.—
<br />00
<br />o Q \ 1 South line of the North 15.00
<br />Acres of the NE 1/4 of the
<br />�. Benchmark:
<br />Top of Well
<br />E/evotion=1021.84 Feet
<br />(NA VD 88)
<br />_ South line of the NE 1/4 of the
<br />—SW 1/4 of Sec. 33, T. 118, R.
<br />23, Hennepin County, MN.
<br />I
<br />PROPERTY DESCRIPTION
<br />That port of the South 5 acres of the North 15 acres of that port of the Northeast Quarter of the Southwest Quarter of Section 33,
<br />Township 118, Range 23, Hennepin County, Minnesota, lying South of the railroad right of way which lies West of the East 300.00 feet
<br />thereof.
<br />SW 1/4 that lies South of the 1 W
<br />Roil Rood R/W.
<br />I � LI
<br />East line of the NE 1/4 of the SW 1/4 Sec.-.—'._. U
<br />33 T. 118, R. 23, Hennepin County, MN. I
<br />I`
<br />1-1
<br />Surveyors Note:
<br />According to the Hennepin County GIS the
<br />property to the South is described as the North
<br />10 Rods of the South 42 Rods. This overlaps
<br />with the description of this property. This overlap
<br />has been shown on the graphics.
<br />0 60 120
<br />Feet
<br />EXISTING HARDCOVER CALCULATIONS:
<br />LEGEND
<br />168, 399.85
<br />— 988 —
<br />denotes
<br />Existing Contour
<br />988.00 X
<br />denotes
<br />Existing Spot Devotion
<br />FF=989.36
<br />denotes
<br />Finished Floor Elevation
<br />T)
<br />denotes
<br />Electrical Meter
<br />Q
<br />denotes
<br />Deciduous Tree
<br />-3
<br />denotes
<br />Guy Wire
<br />-0-
<br />denotes
<br />Power Pole
<br />o
<br />denotes
<br />Sanitary Cleonout
<br />OHE
<br />denotes
<br />Overhead Electric Line
<br />EXISTING HARDCOVER CALCULATIONS:
<br />AREA =
<br />168, 399.85
<br />S. F.
<br />O' O
<br />AREA
<br />Existing House
<br />2,205
<br />S, F.
<br />Deck
<br />409
<br />S. F.
<br />Sheds
<br />322
<br />S, F.
<br />Pole Barn
<br />1, 036
<br />S. F.
<br />Concrete Pod (Front)
<br />226
<br />S. F.
<br />Concrete Pad (Back)
<br />30
<br />S. F.
<br />Gra vel Drive
<br />10,156
<br />S. F.
<br />Bituminous Drive
<br />1,533
<br />S. F.
<br />Londscope
<br />133
<br />S. F.
<br />Retaining Wall
<br />47
<br />S. F.
<br />TO TAL
<br />16,097
<br />S. F.
<br />% HARDCOVER
<br />9.6
<br />%
<br />PROPOSED HARDCOVER CALCULA TIONS:
<br />Area =
<br />168, 399.85
<br />S.F.
<br />O' O
<br />AREA
<br />Existing House
<br />2,205
<br />S. F.
<br />Proposed Garage
<br />579
<br />S. F,
<br />Deck
<br />409
<br />S. F.
<br />Proposed Deck
<br />256
<br />S. F,
<br />Sheds
<br />322
<br />S. F.
<br />Pole Born
<br />1, 036
<br />S. F.
<br />Concrete Pod (front)
<br />226
<br />S. F.
<br />Bituminous Drive
<br />1,533
<br />S. F.
<br />Proposed Bituminous
<br />564
<br />S. F.
<br />Gravel Driveway
<br />10,156
<br />S. F.
<br />Landscape
<br />133
<br />S. F.
<br />Retaining Wall
<br />47
<br />S. F.
<br />TO TAL
<br />17,465
<br />S. F.
<br />9' HARDCOVER
<br />10.4
<br />JZ 77]
<br />2
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<br />Detail A
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<br />Proposed Goroge
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<br />Proposed
<br />NO SCALE
<br />— — — f —
<br />Bituminous
<br />------
<br />j
<br />Drivewoy
<br />O)
<br />2
<br />00
<br />0
<br />0
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<br />Proposed Deck,..
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<br />•.
<br />16. 00
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<br />\
<br />Bituminous
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<br />House
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