|
1-4- - ► X1/4_ ®CP 44 1 ' / iL
<br />i�1/2- X1/4 \ \ �. •. _- --�E�. 1§ - - -- -ajt Ar,T,,Y
<br />1 �CP 20,. L! I
<br />NORTHWEST CORNER li �• 1 >� „JI ''! ® ®_c`) --
<br />SEC. 22, T7N, R6E ° - '''' ..-, - ' - ' - -4
<br />FOUND 1 1/4' REBAR w I �� "u°G SECTION LINE FROM NW CORNER TO NORTH 1/4 SB *04'5 , _�� C �''t
<br />w N 89019'36' E 2,643.06' 4 55 E Cg__S82-1 3,16 ,. _C2_
<br />:. :.- ..- .:- ::- ::- ::- :: -:: -w -�-•� - �' �:: '1,32,53' , 06�3� .:_. -
<br />1,321.53' w.t �' X I \ � GRASS 12' CULVERT � 1 47 23' --
<br />100'�`�'0' 60• ELEV, =1,07L91' , 0 Q S 86.28'20' �4
<br />ELEV• 1, 66 85' x E A PORTION OF
<br />PARCEL 'A' PER
<br />66.0' WIDE DRIVEWAY 0 ' S DOCUMENT NO,S5040157
<br />EASEMENT PER
<br />OTHER DOCUMENT ` ' 30' 66,0' WIDE DRIVEWAY 10 0
<br />x p0°� GRASS EASEMENT PER GG � �
<br />. ^•_• ( OTHER DOCUMENT Z * ryi SURVEY CONTROL TABLE
<br />i � M � � - --x'"' �"L.i( ---� �•.� TREES
<br />9
<br />x • 6 �,GFr 47 �•
<br />I x X00 ,cC � gp0 �, ^.�,� p0 1�p. '. ,,,,g �•�.
<br />I x 6p 6 CP 1177 r •'�•�..`•
<br />I I 5
<br />�.;;' '1• O GRASS
<br />\ ✓o r� GRASS
<br />/ BARN, G
<br />I I /
<br />L 0 1
<br />I � L
<br />C e�•
<br />I
<br />Ul
<br />SE�.TIQ.N 22 w:
<br />i LI
<br />$I
<br />LASDS al
<br />EQT S
<br />LUTILaE
<br />I�
<br />NORTHING
<br />IM
<br />I~
<br />ELEVATION
<br />�I
<br />20
<br />J
<br />716941,75
<br />z
<br />60D NAIL
<br />0
<br />48333629
<br />UI
<br />/
<br />W
<br />TREES
<br />JI
<br />717122,65
<br />o
<br />L 0 T
<br />~I
<br />1482986,30
<br />717195.85
<br />LUTUEE
<br />60I
<br />Ln
<br />�• S•
<br />°I
<br />599
<br />N:
<br />I
<br />w�
<br />k ♦
<br />zo
<br />cu l
<br />ON
<br />1 483204.06
<br />N 89.24'53' E
<br />ZI
<br />483155.41
<br />716996.55
<br />x 3
<br />ZI
<br />716993.22
<br />604
<br />L. 0 T
<br />I
<br />LILT U EE
<br />i
<br />C. S. M.
<br />!N
<br />�o
<br />717118,03
<br />607
<br />IM
<br />I~
<br />y
<br />608
<br />S W 1/4 - N W 1/Q
<br />717250.15
<br />S E T 1 o N 2 2
<br />483018.51
<br />L A ND S
<br />I
<br />483009.16
<br />J
<br />CD
<br />R
<br />3
<br />IN
<br />O
<br />N E 1/1 - N W 1A
<br />S�T.LoN 2 2
<br />L A AY D a <
<br />"REFS
<br />a� hj� a
<br />/
<br />W
<br />ti
<br />AREA TO BE ZONED RR- 2: -/
<br />Located In the NE 1/4 of the NW 1/4 of Section 22, T7N, R6E,
<br />Town of Vermont, Dane County, Wisconsin, more particularly
<br />described as followsi
<br />Commencing at the North 1/4 of said Section 221 thence S
<br />34 039'23' W, 586,35 feet to the point of beginning,
<br />Thence S 48'13'52' E, 290,40 feet! thence S 41.46'08' W, 450,00
<br />feet! thence N 48 °13'52' W, 290,40 feet! thence N 41.46'08' E,
<br />450,00 feet to the point of beginning, The above described area
<br />contains 130,680 square feet or 3,00 acres,
<br />CONTROL PT.
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />DESCRIPTION
<br />20
<br />483298.19
<br />716941,75
<br />1,067.99'
<br />60D NAIL
<br />44
<br />48333629
<br />/
<br />/
<br />60D NAIL
<br />TREES
<br />"REFS
<br />a� hj� a
<br />/
<br />W
<br />ti
<br />AREA TO BE ZONED RR- 2: -/
<br />Located In the NE 1/4 of the NW 1/4 of Section 22, T7N, R6E,
<br />Town of Vermont, Dane County, Wisconsin, more particularly
<br />described as followsi
<br />Commencing at the North 1/4 of said Section 221 thence S
<br />34 039'23' W, 586,35 feet to the point of beginning,
<br />Thence S 48'13'52' E, 290,40 feet! thence S 41.46'08' W, 450,00
<br />feet! thence N 48 °13'52' W, 290,40 feet! thence N 41.46'08' E,
<br />450,00 feet to the point of beginning, The above described area
<br />contains 130,680 square feet or 3,00 acres,
<br />CONTROL PT.
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />DESCRIPTION
<br />20
<br />483298.19
<br />716941,75
<br />1,067.99'
<br />60D NAIL
<br />44
<br />48333629
<br />717365,29
<br />11122.01'
<br />60D NAIL
<br />47
<br />483043,13
<br />717122,65
<br />1,094.76'
<br />60D NAIL
<br />1177
<br />1482986,30
<br />717195.85
<br />1,104.33'
<br />1 60D NAIL
<br />0A
<br />1 W „ 6p6 REFS p c�b�h/ !
<br />^� h/
<br />5
<br />o�
<br />s
<br />6
<br />0.1 E� =717�3i8,174 F TREES ' O
<br />'r U
<br />,�Oi I I I ��� 4 113333 W
<br />yh i I i I i I I �7 9 .7S I
<br />UI �D NG'
<br />NV 4oq I co
<br />E•717818,2 j i I i I y I N
<br />. cn
<br />'ZONED RR -2- APPROXIMATE I w
<br />SHED LOCATION
<br />:-:.-.:-:.-. :- .:- .,- ::- :.- :.- ::- :.- .. -.. -.. S 89 °2453• W 1,318,64'
<br />N
<br />In
<br />M S E 1 /1
<br />o° IU,N 22
<br />z
<br />� B
<br />4
<br />"Ill-4,0
<br />PARCEL "C"
<br />AREA INCLUDING RIGHT OF WAY
<br />3,088,804 SQUARE FEET
<br />OR 70.91 ACRES
<br />AREA EXCLUDING RIGHT OF WAY
<br />3,046,211 SQUARE FEET
<br />OR 6993 ACRES
<br />S K 1/1 - S. E 1/1 L A ff IQ S_ / / / ' SECTION LINE FROM NORTH 1/4 TO NE CORNER
<br />S_ Z r' 1 A N 89.51'46' E 2,640.23'
<br />� s
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ -
<br />- - - NE CORNER
<br />- N 89.51'46' E 660,06' - - L- - - - -
<br />- 1 1 - „ - A SEC, 22, ONE R6E
<br />JIV� . � FOUND STONE
<br />..,�� 1,980,17'
<br />4L� C`��� Bjijl' �,jj{� Z �A,jjr I IN
<br />SET CENTRE OF STONE
<br />N 89'35'47' E 395,42'
<br />w S J -
<br />0
<br />NORTH 1/4 CORNER b I
<br />SEC, 22, T7N, R6E
<br />FOUND ALUMINUM MONUMENT
<br />AS ACCEPTED PER
<br />C S,M, 8669 AND C,S,M, 8562
<br />A 2' IRON PIPE WAS FOUND
<br />S 40.58'15' W, 24,11' AWAY
<br />AS PER GRENLIE TIE SHEET
<br />DATED SEPTEMBER, 1979
<br />1 i
<br />NORTHING
<br />I�
<br />591
<br />°o
<br />717003,21
<br />iz
<br />483058.11
<br />i
<br />� -::
<br />118,30':.
<br />i
<br />-X
<br />594
<br />X
<br />I
<br />717035.66
<br />595
<br />1 483046.57
<br />717159.21
<br />596
<br />482999.80
<br />717386.54
<br />k
<br />482931.71
<br />717579.84
<br />598
<br />482846,09
<br />717741,48
<br />599
<br />WI
<br />I
<br />600 1
<br />k ♦
<br />o l
<br />ON
<br />1 483204.06
<br />716999,88
<br />ZI
<br />483155.41
<br />716996.55
<br />x 3
<br />483106.75
<br />716993.22
<br />604
<br />483018.83
<br />71699499
<br />605
<br />483004.18
<br />717076.84
<br />606
<br />�o
<br />717118,03
<br />607
<br />1 483037,22
<br />y
<br />I CU I N 79'36
<br />�L A �N D 5- 38 W
<br />Mc: 6226 .
<br />WEST 1/4 CORNER 6%.0, '
<br />SEC, 22, T7N, R6E
<br />i FOUND 1 1/4' REBAR N E Q D S L U T U E E C S• 'U. WEST 703.03'
<br />- .. -..�_N 89'30'12' E„ 1,315.76' N 89'30'12'. E 1, 315, 76'-.:-:.-.:-::-.:-:.-:.-::-: :- .:- ::- ::- ,.- :.- .:- ::- :. -.: -::
<br />FENCE IS 0.6' NORTH
<br />AND 0.5' WEST
<br />PROPERTY CORNER
<br />FENCE IS 0.8' NORTH
<br />AND 0,3' EAST
<br />OF PROPERTY CORNER
<br />N W I/ - N _L11
<br />SE�T1QlY �.2
<br />DAEIQS
<br />(,
<br />O
<br />�.
<br />MMCU
<br />.. N
<br />�3
<br />3.
<br />LoM
<br />1p
<br />mcu
<br />o•
<br />(4 C
<br />�I
<br />Qti �g0
<br />v
<br />POINT#
<br />NORTHING
<br />EASTING
<br />591
<br />483252,72
<br />717003,21
<br />592
<br />483058.11
<br />716989.89
<br />593
<br />482979.55
<br />717000,09
<br />594
<br />482982,99
<br />717035.66
<br />595
<br />1 483046.57
<br />717159.21
<br />596
<br />482999.80
<br />717386.54
<br />597
<br />482931.71
<br />717579.84
<br />598
<br />482846,09
<br />717741,48
<br />599
<br />482751,85
<br />717810.81
<br />600 1
<br />482546.04
<br />717907,08
<br />601
<br />1 483204.06
<br />716999,88
<br />602
<br />483155.41
<br />716996.55
<br />603
<br />483106.75
<br />716993.22
<br />604
<br />483018.83
<br />71699499
<br />605
<br />483004.18
<br />717076.84
<br />606
<br />483025.38
<br />717118,03
<br />607
<br />1 483037,22
<br />717204,68
<br />608
<br />1 483027.86
<br />717250.15
<br />609
<br />483018.51
<br />717295,62
<br />610
<br />483009.16
<br />717341,08
<br />611
<br />482982.78
<br />717434,86
<br />612
<br />482965.76
<br />717483.19
<br />613
<br />482948,73
<br />717531,52
<br />614
<br />482910.30
<br />717620,25
<br />615
<br />482888.90
<br />717660.66
<br />616
<br />482867,49
<br />717701,08
<br />617
<br />482798,97
<br />717776,15
<br />618
<br />482710,69
<br />717830,06
<br />619
<br />482669.53
<br />717849.31
<br />620
<br />482628,37
<br />717868,57
<br />621
<br />482587.21
<br />717887,82
<br />S 89.56'13' W 547,26'
<br />15,1'
<br />PARCEL 'B' AS PER
<br />DOCUMENT NO, 5040157
<br />LINE #
<br />CENTER 1/4 CORNER
<br />BEARING
<br />DISTANCE
<br />Ll
<br />S
<br />86.04'55'
<br />E
<br />152,60'
<br />L2
<br />S
<br />78.49'21'
<br />E
<br />108,10'
<br />L3
<br />S
<br />86.28'06'
<br />E
<br />172.56'
<br />L4
<br />S 00'33'18' W
<br />(S 00.39'44' W)
<br />170.39'
<br />(135.70')
<br />L5
<br />S 01.06'50'
<br />(S 00.39'44'
<br />W
<br />W)
<br />120,73'
<br />(121.131)
<br />L6
<br />N 86 °59'16' W
<br />(N 87.00' W)
<br />181.27'
<br />(182.40')
<br />L7
<br />S 86 049'40' E
<br />CS 86.44' W)
<br />185.24'
<br />(186,16')
<br />L8
<br />N
<br />27.58'51'
<br />E
<br />116.10'
<br />L9
<br />N
<br />06.26'24'
<br />E
<br />1 138.11'
<br />L10
<br />N
<br />34.26'09'
<br />E
<br />81,20'
<br />Lll
<br />N
<br />55.40'24'
<br />E
<br />101,21'
<br />L12
<br />S
<br />78.49'22'
<br />E
<br />108,29'
<br />L13
<br />S
<br />87.13'58'
<br />E
<br />123,96'
<br />L14
<br />S
<br />09.03'39'
<br />E
<br />98,57'
<br />L15
<br />N
<br />70.3541'
<br />W
<br />172,48'
<br />L16
<br />N
<br />78.22'27'
<br />W
<br />232,08
<br />L17
<br />S
<br />62 °46'04'
<br />W
<br />138,96
<br />1_18
<br />S
<br />84 °29'16'
<br />W
<br />35.73
<br />L19
<br />N
<br />07.24'01'
<br />W
<br />79,22
<br />L20
<br />N
<br />03 °55'03'
<br />E
<br />1 195,06
<br />_ 33
<br />33,
<br />LO \\ \ \\
<br />L6 �� \
<br />� \ I
<br />FENCE IS 06' \\ \
<br />OF
<br />PROPERTY NORTH \ \ \
<br />C. S• \
<br />FENCE IS 0,7' SOUTH \
<br />AND 2,1' WEST
<br />L'7 �S OF PROP, LINE
<br />,I
<br />�I
<br />�I
<br />U
<br />PAN
<br />E
<br />PREPARED FOR:
<br />KIRK LYNCH
<br />CENTER 1/4 CORNER
<br />WCCS -
<br />SEC, 22, T7N, R6E
<br />FENCE IS 0,7'
<br />FOUND DETERIORATED i PIPE
<br />WEST
<br />WEST OF
<br />AS PER GRENLIE TIE SHEET
<br />CORNER
<br />DATED SEPTEMBER 1979
<br />i[
<br />= SET 314'x24' REBAR
<br />ALSO AGREES WITH GRENLIE
<br />WT 1,5 LB PER LIN FT
<br />SURVEY OFFICE MAP NO. 1672
<br />N 00045'15' E
<br />DATED 12 -30 -1987
<br />- 536,50'
<br />AV
<br />= FOUND I' PINCHED PIPE
<br />SET 1 1/4' REBAR
<br />= FOUND 314' REBAR
<br />IN ITS PLACE
<br />_ 33
<br />33,
<br />LO \\ \ \\
<br />L6 �� \
<br />� \ I
<br />FENCE IS 06' \\ \
<br />OF
<br />PROPERTY NORTH \ \ \
<br />C. S• \
<br />FENCE IS 0,7' SOUTH \
<br />AND 2,1' WEST
<br />L'7 �S OF PROP, LINE
<br />,I
<br />�I
<br />�I
<br />U
<br />PAN
<br />E
<br />PREPARED FOR:
<br />KIRK LYNCH
<br />S W I /4 - N E 'A
<br />SE�TIQN 22
<br />EAST 1/4 CORNER
<br />SEC. 22, T7N, R6E
<br />�c fi D S FOUND 1 1/4' REBAR
<br />CURVE #
<br />S
<br />WCCS -
<br />DANE COUNTY ZONE
<br />BEARINGS ARE REFERENCED
<br />TO THE NORTH LINE OF THE
<br />NE 1/4 OF SECTION 22 WHICH BEARS N 89.51'46' E
<br />SCALE 1" - 100'
<br />0' 50' 100' 200' 300'
<br />ilMirj]
<br />0
<br />i[
<br />= SET 314'x24' REBAR
<br />07.08'59'
<br />WT 1,5 LB PER LIN FT
<br />0
<br />= FOUND SECTION CORNER (TYPE NOTED)
<br />•
<br />= FOUND 1' PIPE
<br />AV
<br />= FOUND I' PINCHED PIPE
<br />the NE 1/4 of the NW 1/4, the NW 1/4 of the NE 1/4, the SE 1/4
<br />= FOUND 314' REBAR
<br />*# )
<br />= RECORDED AS
<br />CP 47®
<br />= SURVEY CONTROL POINT
<br />04.37'09'
<br />= UTILITY POLE
<br />N
<br />= WATER FAUCET (NOT ACTIVE)
<br />600x
<br />= EASEMENT CENTERLINE POINT
<br />■
<br />= UTILITY BOX
<br />00--
<br />= 12' CUL VERT
<br />X
<br />= FENCE
<br />- aHu -aHu-
<br />= OVERHEAD UTILITY LINE
<br />030'
<br />= CONIFEROUS TREE (TRUNK SIZE NOTED)
<br />60'
<br />= DECIDUOUS TREE (TRUNK SIZE NOTED)
<br />Beginning at the North 1/4 Corner of said Section 221 thence
<br />X
<br />= FINISHED FLOOR ELEVATION
<br />S W I /4 - N E 'A
<br />SE�TIQN 22
<br />EAST 1/4 CORNER
<br />SEC. 22, T7N, R6E
<br />�c fi D S FOUND 1 1/4' REBAR
<br />CURVE #
<br />CHORD BEARING
<br />AND DISTANCE
<br />RADIUS
<br />DESCRIPTION PARCEL "C':
<br />Cl
<br />S
<br />Q T
<br />E
<br />137.18'
<br />1,100.00'
<br />07.08'59'
<br />C S
<br />S
<br />Located In the SE 1/4 of the SW 1/4 of Section 15, T7N, R6E and
<br />E
<br />63.45'
<br />S S 2 2
<br />04.32'44'
<br />the NE 1/4 of the NW 1/4, the NW 1/4 of the NE 1/4, the SE 1/4
<br />3
<br />a
<br />E
<br />67.14'
<br />of the NW 1/4, and the SW 1/4 of the NE 1/4 in Section 22, T7N,
<br />04.37'09'
<br />MR6E,
<br />N
<br />81.51'35'
<br />Town of Vermont, Dane County, Wisconsin, More particutarly
<br />•
<br />1 272,27'
<br />15 °42'10'
<br />C5
<br />described as follows
<br />48.02'23'
<br />., i
<br />68.48'
<br />i
<br />78.23'09'
<br />'V
<br />%
<br />vi
<br />Cqu
<br />Beginning at the North 1/4 Corner of said Section 221 thence
<br />CU
<br />o=
<br />I
<br />N 89 °51'46' E along the north line of the NW 1/4 of the NE 1/4
<br />•
<br />��
<br />of said Section 22, 66006 feet! thence S 00 °33'18' W, 170,39 feet!
<br />C
<br />w
<br />I
<br />thence S 01 °06'50' W, 120,73 feet! thence N 86 °59'16' W, 181.27
<br />4
<br />:
<br />feet! thence S 01 132'35' W, 236,10 feet! thence S 86.49'40' E,
<br />y
<br />��
<br />I
<br />185,24 feet! thence S 00.23'40' W, 795,41 feet to the south line
<br />J
<br />of the NW 1/4 of the NE 1/4 of said Section 221 thence
<br /><
<br />I
<br />S 89 °56'13' W along said south line, 547,26 feetj thence
<br />o
<br />S 09 °17'41' W, 796.50 feet to the west line of the SW 1/4 of the
<br />NE 1/4 of said Section 221 thence due West, 703,03 feet! thence
<br />N 79 03638' W, 622.69 feet to the west line of the SE 1/4 of the
<br />NW 1/4 of said Section 221 thence N 00 °37'52 E along said west
<br />Line, 660,19 feet to the Northwest corner of the SE 1/4 of the
<br />NW 1/4 of said Section 221 thence N 27 °58'51' E, 116,10 feet!
<br />thence N 06 °26'24' E, 138,11 feet! thence N 34.26'09' E, 81,20 feet!
<br />thence N 55 °40'24' E, 10121 feet! thence N 41.30'54' E, 765.43
<br />feeti thence due North, 468,93 feet to the centerline of County
<br />INo
<br />Inw
<br />Highway 'JJ'1 thence along the centerline of County Highway "JJ'
<br />°04'55'
<br />for the next five courses! thence S 86 E, 152,60 feet!
<br />SJ
<br />thence along an arc of a curve concaved southwesterly having a
<br />cu
<br />radius of 1,100,00 feet, a tong chord bearing and distance of
<br />a
<br />S 82 °13'22' E, 137.18 feet! thence S 78 °49'21' E, 108,10 feet! thence
<br />3�
<br />along an arc of a curve concaved northeasterty having a radius
<br />COW
<br />of 800,00 feet, a long chord bearing and distance of
<br />S 81 °24'58' E, 63.45 feet! thence S 86 °28'06' E, 172.56 feet to the
<br />-
<br />- - • - - - - • -
<br />- J
<br />325.77'
<br />ao' : a
<br />point of beginning, This parcel Is subject to a 33,00 foot wide
<br />7.87'
<br />N 89.56113' E
<br />LO I SC
<br />right of way on the northerly part and a portion of the
<br />CU: y~
<br />easterly part thereof and contains 3,088,804 square feet or 70.91
<br />.;�
<br />acres,
<br />S W I /4 - N E 'A
<br />SE�TIQN 22
<br />EAST 1/4 CORNER
<br />SEC. 22, T7N, R6E
<br />�c fi D S FOUND 1 1/4' REBAR
<br />CURVE #
<br />CHORD BEARING
<br />AND DISTANCE
<br />RADIUS
<br />DELTA
<br />Cl
<br />S
<br />82.13'22'
<br />E
<br />137.18'
<br />1,100.00'
<br />07.08'59'
<br />C2
<br />S
<br />81.24'58'
<br />E
<br />63.45'
<br />800,00'
<br />04.32'44'
<br />C3
<br />S
<br />81.27'10'
<br />E
<br />67.14'
<br />833100'
<br />04.37'09'
<br />C4
<br />N
<br />81.51'35'
<br />E
<br />74,39'
<br />1 272,27'
<br />15 °42'10'
<br />C5
<br />1 S
<br />48.02'23'
<br />E
<br />68.48'
<br />1 54.18'
<br />78.23'09'
<br />SURVEY= SEAL
<br />OTES:
<br />L) THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT FOR
<br />THE SUBJECT TRACT OR ADJOINERS AND IS THEREFORE SUBJECT TO ANY
<br />EASEMENTS, AGREEMENTS, RESTRICTIONS AND STATEMENT OF FACTS
<br />REVEALED BY EXAMINATION OF SUCH DOCUMENTS,
<br />2.) WETLANDS, IF PRESENT, HAVE NOT BEEN DELINEATED OR SHOWN,
<br />3.) FLOOD PLAIN, IF PRESENT, HAS NOT BEEN LOCATED OR SHOWN,
<br />4.) ALL ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM,
<br />SURVEYOR'S CERTIFICATE:
<br />I certify that this survey Is correct to the best of my knowledge
<br />and betlef and Is In full compllance with the provisions of apter
<br />A -E7 WI Statutes, Fle(d work was completed on Nov mber 2 2019.
<br />Willlamson Surveying and Associates, LLC
<br />by Noa T Prleve & Chris W, Adams
<br />Date 4:,j., 27. AUl g -
<br />Noa T Prleve S -2499
<br />Prof ss/onal Land Surveyor
<br />WIL L IAMSON SURVEYING & ASSOCIATES, L L C
<br />104 A WEST MAIN STREET, WAUNAKEE, WISCONSIN, 53597
<br />N17A T, PRIEVE' & CHRIS W, ADAMS
<br />PROFESSIONAL LAND SURVEYORS
<br />PHONE, 608 - 255 -5705 FAXi 608 -849 -9760 WEB, WILLIAMSONSURVEYINGCOM
<br />PLAT OF SUR VE Y
<br />Located In the SE 1/4 of the SW 1/4 of Section 15, T7N, R6E and the NE 1/4 of the
<br />NW 1/4, the NW 1/4 of the NE 1/4, the SE 1/4 of the NW 1/4, and the SW 1/4 of
<br />the NE 1/4 In Section 22, T7N, R6E, Town of Vermont, Dane County, Wlsconsln,
<br />DATE OCTOBER 31, 2019
<br />REVISION DATE, NOVEMBER 13, 2019
<br />CHECK BY N,T,P,
<br />SCALE+ 1' ■ 100'
<br />REVISION DATEi NOVEMBER 18, 2019
<br />DRAWING NO 19W -274
<br />DRAWN BY BRAD ROOSMA
<br />REVISION DATEt NOVEMBER 21, 2019
<br />SHEET 1 OF 1
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