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Engineer Name (MEP): Design Tree Engineering, Robert Schuster and Aaron Mueller <br />Address: 21308 John Milless Drive, Suite 104, Rogers, MN 55374 <br />Phone: (763) 270-6316 (Robert) / (763) 270-6313 (Aaron) Fax: (763) 923-8636 <br />Email: rms@dte-ls.com / arm@ate-ls.com <br /> <br />Architect Name: Tod Elkins, UrbanWorks Architecture LLC <br />Address: 901 North Third Street Suite 145, Minneapolis, MN 55401 <br />Phone: (612) 455-3104 Fax: (612)455-3199 Email: TElkins@urban-works.com <br /> <br />B. PROJECT INFORMATION <br />1. The project will be: <br />_____ Redevelopment District <br />__X__ Housing District <br />_____ Soils Condition District <br />_____ Renewal and Renovation District <br />_____ Economic Development District <br /> <br />2. The project will be: ___Owner Occupied _x (rental housing) _ Leased Space <br /> <br />3. Project Address: 17451 Twin Lakes Road, Elk River, MN 55330 <br /> <br />Legal Description & Parcel Identification Number(s): PID: 75-002-4320 <br />That part of the West 474.61 feet of the Southwest Quarter of the Southeast Quarter of Section 2, <br />Township 32, Range 26, Sherburne County, Minnesota, that lies North of the following described <br />line: <br />Commencing at the Southwest corner of said Southwest Quarter of the Southeast Quarter; thence <br />North along the West line thereof for 755.00 feet to the actual point of beginning of the line to be <br />hereby described; thence East at right angles for 474.61 feet and there terminating. <br /> <br />And that lies Easterly and Southerly of the following described centerline: <br />Commencing at the Southwest corner of said Southwest Quarter of the Southeast Quarter; thence South <br />89 degrees, 37 minutes, 23 seconds West, assumed bearing, along the South line of the Southwest <br />Quarter of said Section 2 for 293.37 feet; thence North 0 degrees, 22 minutes, 37 seconds West for 3.00 <br />feet to a point to be hereafter known as Point "A" for the purposes of this description; thence South 89 <br />degrees, 37 minutes, 23 seconds West parallel with said South line of the Southwest Quarter for 434.95 <br />feet, more or less, to intersect the Northeasterly line of the right-of-way of the Burlington Northern <br />Railroad Company at the actual point of beginning of the centerline to be hereby described; thence <br />return North 89 degrees, 37 minutes, 23 seconds East to said Point "A"; thence Northeasterly and <br />Northerly along a tangential curve to the left, radius 299.87 feet, for a central angle of 88 degrees, 42 <br />minutes, 19 seconds, and a length of 464.26 feet; thence North 0 degrees, 55 minutes, 04 seconds East <br />tangent to said curve for 554.93 feet; thence Northeasterly and Easterly along a tangential curve to the <br />right, radius 317.09 feet, for a central angle of 86 degrees, 49 minutes, 40 seconds, and a length of 80.53 <br />feet; thence North 87 degrees, 44 minutes, 44 seconds East tangent to said curve for 2301.27 feet, more <br />or less, to intersect with and terminate at the East line of said Southeast Quarter of Section 2 at a point <br />thereon a distance of 17.31 feet south of the Northeast corner of the South Half of said Southeast <br />Quarter. (Abstract Property) <br /> <br />4. Site Plan and Preliminary Construction Plans Attached: __X__ Yes ____ No