HomeMy WebLinkAbout2002-with permit 2002-P05787021153 26/118/23 STEINER & KOPPELMAN
ADVANCE SURVEYING VE.YING & ENGINEERING CO.
5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 474 8267
SURVEY FOR: TAD & CIND Y PIPER
SURVEYED: October, 2002
LEGAL DESCRIPTION:
DRAFTED: October 15, 2002
That part of Government Lot 2, Section 26, Township 118 North, Range 23 West of the 5th Principal Meridian,
lying Northerly of creek and Westerly of the following described line and its Southerly extension: Commencing
at the Northwest corner of the Southeast quarter of said Section 26; thence on an assumed bearing of South 1
degree 03 minutes 45 seconds West along the West line of said Southeast quarter a distance of 1168 feet to the
point of beginning of the line being described; thence South 45 degrees East a distance of 569.03 feet; thence
South 54 degrees 35 minutes East to a point of intersection with the East line of the West 619 feet of said
Government Lot 2; thence South 1 degrees 03 minutes 45 seconds West a distance of 304.38 feet; thence South
11 degrees 30 minutes East to the Southerly line of said Government Lot 2, and there ending.
EXCEPT that part thereof lying Westerly of the following described line and its Southerly extension:
Commencing at the Northwest corner of the Southeast quarter of said Section 26; thence on an assumed bearing
of South 1 degree 03 minutes 45 seconds West along the West line of said Southeast quarter a distance of 1168
feet to the point of beginning of the line being described; thence South 45 degrees East a distano, of 448.54 feet;
thence South 8 degrees 06 minutes West a distance of 610.58 feet; thence South 5 degrees 54 minutes East to the
Southerly line of said Government Lot 2, and there ending.
LIMITATIONS:
The scope of our services for this job is as follows:
1. Showing the length and direction of boundary lines of the legal description which you furnished.
2. The boundary and existing improvements shown hereon are from the survey by Gronberg and Associates,
dated 2/18/02, provided by you.
3. Setting new monuments or verifying existing monuments to mark the corners of the property.
4. Showing existing spot elevations necessary to show elevation differences on the site.
5. While we show a proposed location for this home, we are not as familiar with your house plans as you and
your architect and/or builder are. Check our proposed location and siting of the home and yard grades carefully to
see that they match your plans before construction begins. Also, we are not as familiar with local codes as the
local building official and zoning official in this community are. Be sure to show this survey to these officials, or
any other officials that may have jurisdiction over the home and its siting, and obtain their approvals before
beginning construction.
6. We have provided a benchmark for your use in determining elevations for construction on this site, use that
benchmark and nothing else for that purpose. Check the elevation of at least one other feature shown to verify
your elevations.
STANDARD SYMBOLS & CONVENTIONS:
"e" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted.
Proposed elevations are shown with a box around them, while existing elevations are shown without a box.
Arrows indicate the proposed flow of storm water on the site.
I hereby certify that this plan, specification, report or survey was prepared by me or
under my direct supervision and that I am a licensed Professional Engineer and
Professional Surveyor under the laws of the State of Minnesota.
H. Parker P.E. & P.S. No. 9235
NW corner of SE 1/4., Sec. 26,
Twp. 118 N., Rge. 2.3 `d•1. of 5i}1 P.M.
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Benchmark: top of
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PROPOSED GRADES
TOP OF FOUNDATION = 992.0
TOP OF GARAGE FLOOR = 993.0
TOP OF LOW FLOOR = 983.0
GRADES PER ARCHITECT
)Vest fire of SE 1/�, Seg.. 26,
Wp. 118 N., Rge, 23 W, of Sth P.I.
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