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2633.E
CENTER OF SEC. 22, T 30, R. 22
TRIANGLE DRIVE
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l I I I NORTH UNE OF THE NW /14
I I I OF THE SE 114 OF SEC. 22
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SOUTH UN E of THE NW 14 N89.43'a0^w 759.00
-pF THE SE 114 OF SEC. 22 (N8905W42^W)
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S114 CORNER SEG. 22, T. 30, R. 22
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1 hereby certify to Harstad Companies, and Security Union Title Insurance Company, that this is a survey of:
Parcel A:
A parcel of land located in port of the Northwest Quarter of the Southeast Quarter of Section 22, Township 30 North,
Ran
448, at the St. Croix County Register of Deeds office; further described as follows:
Commencing at the South Quarter corner of said Section 22; thence North 00 degrees 00 minutes 00 seconds East,
said west fine, 376.09 feet, thence South 89 degrees 55 minutes 42 seconds East, along the north line of the south
radius curve, concave Southeasterly, whose central angle measures 11 degrees 51 minutes 53 seconds, whose chord t
South 76 degrees 58 minutes 56 seconds East, radial to said curve and sold centerline, 95.85 feet„ thence North 4E
west line of the Northwest Quarter of the Southeast Quarter of said section being the west line of Certified Survey
Iv
Quarter of the Southeast Quarter of said section; thence North 89 degrees 55 minutes 42 seconds West, along said
Quarter of said section, 100.00 feet; thence North 89 degrees 55 minutes 42 seconds West, along the north line of
as recorded and described in Volume 434, Page 182 at said office; thence North 00 degrees 25 minutes 00 seconds
seconds, whose chord bears North 00 degrees 02 minutes 20.5 seconds West and measures 14.19 feet; thence North
the easterly right of way of State Trunk Highway "35" R "64" previously conveyed; thence North 84 degrees 39 minu
Parcel B:
A parcel of land located in part of the Northwest Quarter of the Southeast Quarter of Section 22, Township 30
Nortl
County Register of Deeds office; further described as follows: Commencing at the South Quarter corner of said Secti
minutes 42 seconds East, along the north line of the south 660.00 feet of the Northwest Quarter of the Southeast
i.
measures 47 degrees 31 minutes 46 seconds, whose chord bears North 48 degrees 38 minutes 50 seconds East and
concave Southerly, whose central angle measures 6 degrees 48 minutes 34 seconds, whose chord bears North 75 de(
feet East of the west line of the Northwest Quarter of the Southeast Quarter of said section; thence South 00 degro
degrees 42 minutes 04 seconds West, 132.00 feet to a line parallel to and 792.00 feet East of the west line
of the
Parcel C:
A parcel of land located in part of the Northwest Quarter of the Southeast Quarter of Section 22, Township 30
Nortl
and part of those parcels of land recorded and described in Volume 336, Page 471, in Volume 434, Page 448 at
the
00 seconds East, along the west line of the Southeast Quarter of said section. 1983.66 feet: thence South 89
deare
beginning and the centerline of State Trunk Highway "35" & "64" being on a 1146.28 foot radius curve, concave Sou
ru~nuav C..e.11.......F....Y~, wL... r.. F....i ~...ta a~m..A"i ...ie ~e~._< YA. ~!_..lem. AO me a-- ...1 ..~L...! l.. kl-"1 ._AO
J~~..~vm> 20...Y:m..1 ~<.O
thence Northeasterly, along the arc of said curve and said centerline, 950.89 feet to a line parallel to and 792.00
fe
feet; thence North 89 degrees 42 minutes 04 seconds West, 464.69 feet; thence North 00 degrees 00 minutes 00 s
42 seconds West, along said north line, 226.82 feet to the point of beginning.
and is based upon information found in the commitment for title insurance prepared by Land Title, Inc., Case No.
246746,
way or easements on said described property other than shown or noted hereon; that there are no party walls or visible
ei
if any, listed in Schedule B on the herein referenced commitment for title insurance, are shown hereon, and that
this map
adopted by ALTA, ACSM, and NSPS in 1999, and (ii) pursuant to the Accuracy Standards as adopted by ALTA, NSPS,
and
order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements for Surve
above ground on-site observation) of Table A thereof.
I further certify that this survey was prepared by me or under my direct supervision and that I am a duly
Licensed Land S
Date: o27 cTAAI. 2,+PV
E.G. RUD AND SONS, INC.
~Ly !`4 t ~6 Ft~tf.
t
Daniel W. Obermiller, Land Surrv yor C Q
Wisconsin License No. 2668
* See General Survey Notes DANIEP wv = GRAF
_ OBERMtLtER
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1 CIRCLE PINES. MN
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