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MAP OF SURVEY PARCEL DESCRIPTION
3 N88'04'07"E 300.00' A parcel of land located part of the Southeast quarter of the Southeast
PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, PART OF THE
00 100.00' 200.00' quarter, part of the Northwest quarter of the Southeast quarter, and
6 o NORTHWEST 1/4 OF THE SOUTHEAST 1/4, AND PART OF THE NORTHEAST 1/4 part of the Northeast quarter of the Southeast quarter, lying west of
o _ -V OF THE SOUTHEAST 1/4, SECTION 5, TOWNSHIP 30 NORTH RANGE 17 WEST the Town Road, located in Section 5, Township 30 North, Range 17 West
wooded TOWN OF ERIN PRAIRIE, ST. CROIX COUNTY, WISCONSIN Town of Erin Prairie, St. Croix County, Wisconsin, more particularly
described as follows:
sS• UNPLATTED
W s Commencing at the Southeast corner of said Section 5, thence
(D ° C~"`• '<1 field LANDS N01°10'22"E, along the east line of said Southeast quarter, a distance of
NOTE °
PREPARED FOR 1136.51 feet; thence N88 49'38"W, a distance of 27.35 feet to the point
- The boundary of the marshy area is State of Wisconsin, DNR of beginning of the parcel herein described:
t o ! \ approximate and was drawn using an
.61 Baldwin Service Center thence S64°34'20"W, a distance of 673.99 feet; thence N01°10'22"E, a
= od • aerial photo as reference. 890 S ruse St.
. P distance of 530.78 feet; thence N61°13'52"W, a distance of 1038.10 feet
° ;
\00 Baldwin, WI 54002
thence N14°45'40"E, a distance of 276.66 feet; thence NO0°50'13"W, a
h field edge field
- distance of 130.02 feet; thence N88°04'07"E, a distance of 300 00 feet;
34.96' 1
marsh N88'04'07"E 660.00' thence S37°55'51"E, a distance of 713 82 feet; thence N88°04'07"E, a
290.00' 335.04' s' UNPLATTED distance of 660.00 feet, to the cenferhne of the Town Road, thence
\ -
ti61i3s2~ N& 0o LANDS S17°21'05"W, along said centerline, a distance of 169.80 feet; thence
along a curve concave easterly, having a radius of 300.00 feet, a central
PARCEL AREA angle of 38°52'42", a chord bearing of S02°05'16"E, a chord distance of
wooded 802,356 sq.ff East 1/4 Corner
1 199.68 feet, an arc distance of 203.57 feet; thence S21°31'37"E, a
- 1 l w Section 5-30-17
7038 18.42 acres All 1C) ~I col Alum. Monument distance of 126.10 feet; thence along a curve concave southwesterly,
.70, including r-o-w v having a radius of 760 00 feet, a central angle of 10°08'23", a chord
u_NPLATTE° 781,216 sq.ff. marsh
ed I 'I w bearing of 816°21'26"E, a chord distance of 134.32 feet, an arc distance
LANDS 9e 17.93 acres
Of excluding r-0-w 1 0 N of 134 50 feet to the point of beginning. The described parcel contains
wooded ors , W , of ° 802,356 square feet (18.42 acres) and is subject to the easements of
40 line LnJ
z
LEGEND o record.
~101-
- -
' _ 07 r 1
00 r-
centerline DRAFTED BY
........Found Government Corner , o
K, " l 27.35' Joel A Brandt
o.... Set 3/4" x 18" Iron Rebar N88'49'38"w JB SURVEYING LLC
SURVEYOR'S NOTE:
weighing 1.52 lbs per lineal foot ~j The title for the mapped parcel was conveyed
U-)
"PK" Nail -J- ° \d edge 1 to the WIDNR in Warrant Deed, Document No. COly
f e 1 9 34.06'. 1 N o 323016, recorded in Volume 513, Page 509,
W ~
9 ~~~ti
field ~ N
wooded N _ N~99 o paragraph No. 3. Further title work may be BgANpT #
6 ? 1 o required to determine possible title to lands 5-2003
E3 ct,
N (30 z falling east of the Town Road. :OlEMYWill R,
SCALE: 1" = 200'
m~ z o 0
/ Ill ( 6110 UNPLATTED ~'AO
0' 200' 400' LANDS
Southeast Corner SURVEYOR'S CERTIFICATE
Section 5-30-17
Alum Monument I, Joel A. Brandt, Registered Land Surveyor, certify that I have
surveyed and mapped the shown parcel and believe this map to be a
CURVE DATA TABLE correct representation of the boundary thereof This survey was
ARC CHORD CHORD CENTRAL TANGENT IN TANGENT OUT completed in full compliance with Chapter AE-7 of the Wisconsin
CURVE RADIUS LENGTH LENGTH BEARING ANGLE BEARING BEARING Administrative Code"Minimum Standards for Property Surveys
C-1 300.00' 203.57' 199.68' S02'05'1 6"E 38'52'42" S1 7'21'05°E S21 *31'37"E
North is referenced to the
East line of the Southeast L-2 333.00' 225.96' 221.65' S02'05'1 6"E 38'52'42" 51 -/'21'05"E 521'31'37"E
Quarter of Section 5-30-17 Revised
C-3 760.00' 134.50' 134,32' 816'27'25.5"E 10°08'23" 821'31'37"E 817'23'14"E Joel A. U randt, R.L.S. , 5-2603
which bears N01°10'22"E C-4 727.00' 136.92' 136.72' 516'07'53.5°E 10'47'27" 521'31'37°E S10'44'10 E 7/10/13
ISt Croix County Grid System)
Dated this to day of l~l,, ,2013.