HomeMy WebLinkAbout1998-08-14 Survey980952 32920 NELSON, ION ` N
ADVANCE SURVEYING `& ENGINEERING CO. rp,
5300 S. Hwy. No. 101 Minnetonka MN 55345 Phone (612) 474 7964 Fax (612) 474 8267
SURVEYFOR: JON K. NELSON A 22 6'M
SURVEYED: August, 1998
DRAFTED: August 14, 1998
ILEGAL DESCRIPTION:
All that pan of the Northwest Quarter of the Northeast Quarter and of the Northeast Quarter of the Northwest Quarter of Section 3,
Township 29, Range 20, Washington County, Minnesota, described as follows: Commencing at a point 5 rods and 3 links (84,48 feet) East
from the Southwest comer of the Northwest Quarter of the Northeast Quarter of said Section 3; thence on an assumed bearing of East along
the south line of the Northwest Quarter of the Northeast Quarter of said Section 3 a distance of 4 rods and 22 links (80.52 feet); thence on a
bearing of North a distance of 542.54 feet (32 rods and 22 links or 542.52 old description); thence South 77 degrees 16 minutes 50 seconds
West (South 77 degrees West, compass bearing, old description) a distance of 10 rods (165 feet) for a point of beginning;
thence South 12 degrees 43 minutes 10 seconds East (South 13 degrees East, compass bearing, old description) a distance of 100.00 fceQ
thence North 77 degrees 16 minutes 50 seconds East (North 77 degrees East, compass bearing, old description) a distance of 300.00 feet;
thence North 12 degrees 43 minutes 10 seconds West (North 13 degrees West, compass bearing, old description) a distance of 50 leery
thence South 77 degrees 16 minutes 50 seconds West (South 77 degrees West, compass bearing, old description) a distance of 150.00 feet;
thence North 12 degrees 43 minutes 10 seconds West (North 13 degrees Nest, compass bearing, old description) a distance of 50.00 feet;
thence South 77 degrees 16 minutes 50 seconds \VestSouth 77 degrees grees Wes[, compass bearing, old description) a distance of 150 feet to
the point of beginning; EXCEPT all that part of the Northwest Quarter of the Northeast Quarter of said Section 3; described w follows:
Commencing at the Southwest comer of the Northwest Quarter of the Northeast Quarter of said Section 3; thence on an assumed bearing
of East along the South line of the Northwest Quarter of the Northeast Quarter of said Section 3 a distance of 5 rods and 3 links (84.48
feet); thence North 12 degrees 43 minutes 10 seconds \Vest (North 13 degrees Nest, compass bearing, old description) a distance of 411.50
feet; thence North 77 de 16 minutes es 50 seconds East (North 77 degrees East, compos bearing, old description) a distance of 183 feet
to the point of beginning of the exception to be described; thence continuing, North 77 degrees 16 minutes 50 seconds East a distance of
150.00 feet: thence North 12 degrees 43 minutes 10 seconds Nest (North 13 degrees West, compass bearing, old description) a distance of
50.00 feet; thence South 77 degrees 16 minutes 50 seconds West (South 77 degrees West, compass bearing, old description) a distance of
150.00 feet; thence South 12 degrees 43 minutes 10 seconds East (South 13 degrees East, compass bearing, old description) a distance of
50.00 feet to the point of beginning of the exception.
LIMITATIONS &NOTES:
I. Showing the length and direction of boundary lines of the above legal description. The scope of our services does not include
determining what you owm, which is a legal matter. Please check the legal description with your records or consult with competent legal
counsel, if necessary, to make sure that it is correct, and that any matters of record, such as easements, that you wish shown on the survey,
have been shown. The old legal description, famished by the client, is vague and unsurveyable with precision, we have modified the
description above to remove the vagueness and follow the intent of the original legal description as best we could To be sure that a court
of law would interpret the old legal description as we have, title to the property should be registered through a toren proceedings at
Washington County District Court. Until that is done, the lines on this survey should be regarded as approximate boundaries and subject to
change pending the court's decision.
2. Showing the location of existing improvements we deemed important.
3. Setting new monuments or verifying old monuments to mark the comers of the property.
4. Showing the topography of the site by contour lines and spot elevations, the elevations shown relate only to the benchmark provided on
this survey. Use that benchmark and check at least one other femme shown on the map when determining other elevations for use on this
site.
STANDARD SYMBOLS & CONVENTIONS:
"o" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument.
CERTMCATION:
I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer and a
Professional Surveyor under the Laws of the State of Minnesota.
CS H. Parker P.E. & P.S. No. 9235�•a-
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'� POINT OF COMMENCEMEM _ I
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5 RODS IJNA' - - a RODS 22 UN
84.43-- --80.52--
EAST
THE SOUTHWEST CORNER OF THE
NORTHWST QUARTER OF ME
NORTHF/ST QUARTER OF SECTION
3, TOWtSHIP 29, RANGE 20
AS C0 P1TIM BY WASHINGTON CO.
JOB NO. 980952