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021153 26/118/23 STEINER & KOPPELMAN <br />ADVANCE SURVEYING VE.YING & ENGINEERING CO. <br />5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (952) 474 7964 Fax (952) 474 8267 <br />SURVEY FOR: TAD & CIND Y PIPER <br />SURVEYED: October, 2002 <br />LEGAL DESCRIPTION: <br />DRAFTED: October 15, 2002 <br />That part of Government Lot 2, Section 26, Township 118 North, Range 23 West of the 5th Principal Meridian, <br />lying Northerly of creek and Westerly of the following described line and its Southerly extension: Commencing <br />at the Northwest corner of the Southeast quarter of said Section 26; thence on an assumed bearing of South 1 <br />degree 03 minutes 45 seconds West along the West line of said Southeast quarter a distance of 1168 feet to the <br />point of beginning of the line being described; thence South 45 degrees East a distance of 569.03 feet; thence <br />South 54 degrees 35 minutes East to a point of intersection with the East line of the West 619 feet of said <br />Government Lot 2; thence South 1 degrees 03 minutes 45 seconds West a distance of 304.38 feet; thence South <br />11 degrees 30 minutes East to the Southerly line of said Government Lot 2, and there ending. <br />EXCEPT that part thereof lying Westerly of the following described line and its Southerly extension: <br />Commencing at the Northwest corner of the Southeast quarter of said Section 26; thence on an assumed bearing <br />of South 1 degree 03 minutes 45 seconds West along the West line of said Southeast quarter a distance of 1168 <br />feet to the point of beginning of the line being described; thence South 45 degrees East a distano, of 448.54 feet; <br />thence South 8 degrees 06 minutes West a distance of 610.58 feet; thence South 5 degrees 54 minutes East to the <br />Southerly line of said Government Lot 2, and there ending. <br />LIMITATIONS: <br />The scope of our services for this job is as follows: <br />1. Showing the length and direction of boundary lines of the legal description which you furnished. <br />2. The boundary and existing improvements shown hereon are from the survey by Gronberg and Associates, <br />dated 2/18/02, provided by you. <br />3. Setting new monuments or verifying existing monuments to mark the corners of the property. <br />4. Showing existing spot elevations necessary to show elevation differences on the site. <br />5. While we show a proposed location for this home, we are not as familiar with your house plans as you and <br />your architect and/or builder are. Check our proposed location and siting of the home and yard grades carefully to <br />see that they match your plans before construction begins. Also, we are not as familiar with local codes as the <br />local building official and zoning official in this community are. Be sure to show this survey to these officials, or <br />any other officials that may have jurisdiction over the home and its siting, and obtain their approvals before <br />beginning construction. <br />6. We have provided a benchmark for your use in determining elevations for construction on this site, use that <br />benchmark and nothing else for that purpose. Check the elevation of at least one other feature shown to verify <br />your elevations. <br />STANDARD SYMBOLS & CONVENTIONS: <br />"e" Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, unless otherwise noted. <br />Proposed elevations are shown with a box around them, while existing elevations are shown without a box. <br />Arrows indicate the proposed flow of storm water on the site. <br />I hereby certify that this plan, specification, report or survey was prepared by me or <br />under my direct supervision and that I am a licensed Professional Engineer and <br />Professional Surveyor under the laws of the State of Minnesota. <br />H. Parker P.E. & P.S. No. 9235 <br />NW corner of SE 1/4., Sec. 26, <br />Twp. 118 N., Rge. 2.3 `d•1. of 5i}1 P.M. <br />� <br />..�.,.i.. 45"° iib' <br />m 4? -(A <br />GRAPHIC SCALE <br />50 0 25 50 100 <br />( IN FEET ) <br />by <br />=k a <br />­�x �srsa .� x � h x � t <br />Z t; x <br />w�s �x ;'388 j 9821 X0'1 XN ro n rn p t <br />x <br />t` 4 <br />x o� <br />.�rpOn <br />x 7.0 <br />or -9,451 <br />0 <br />aCZS <br />00 <br />NA <br />991.0 n <br />St r < (g 4 a}- _ G> ' gg3.0 'u`' �C. LlECK <br />S�Cti x C? <br />f t9.3. Xj <br />X'ta <br />w <br />(99 <br />p <br />vJ <br />T iV. <br />! 1' <br />_.. <br />l <br />.... , <br />- - <br />, <br />Ln <br />Gt3t5;i,' dry, f fi�� ;sJ ro ry T - - - - --- — - 20's <br />.}L Ca <br />91,24 <br />1.2.E <br />'-e 210.4 • <br />Benchmark: top of <br />iron = 999.2 <br />' <br />PROPOSED GRADES <br />TOP OF FOUNDATION = 992.0 <br />TOP OF GARAGE FLOOR = 993.0 <br />TOP OF LOW FLOOR = 983.0 <br />GRADES PER ARCHITECT <br />)Vest fire of SE 1/�, Seg.. 26, <br />Wp. 118 N., Rge, 23 W, of Sth P.I. <br />! <br />kUPI <br />CITY OF ORIONO <br />S &_ GRADING PLAN <br />Neu 2cS <br />SIONS <br />i. <br />AP <br />F/tNvn lh.c.W. ✓�- <br />