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<br />CHARLES W. PLOWE, CONSULTING ENGINEER <br />9180 Lexington Ave. N. E. Circle Pines, Mn. 55014 <br />(6120785-1043 Fax 786-6007 <br /> <br /> <br />AprilS, 1996 <br /> <br />CITY OF ROSEVILLE <br />2660 Civic Center Drive <br />Roseville, Minnesota 55113 <br /> <br />PLANNING APPLICA TION NARRATIVE <br />for <br />TSCfiDA OWASSO fiLLS PLAT NO. 4 <br /> <br />6. Part of the site will drain to catch basins at the intersection of Farrington Ave. and Stanbridge Circle. The <br />remainder of the site will drain to Owasso Blvd. storm sewer overland and via a new storm sewer catch basin <br />and pipe at the rear of proposed lots on Owasso Blvd. <br /> <br /> <br />1. Size of current site = 2.54 acres <br /> <br />2. Existing buildings on site include house and farmstead outbuildings as shown on exiting conditions plan. <br />The proposed buildings will be single family homes on each of the proposed lots. <br /> <br />3. The proposed use of land and buildings is for development of single family homes. <br /> <br />4. No zoning change proposed. Zoning is R-1 <br /> <br />5. There are two variances being requested: <br />. 80 ft. width at front yard setback line is requested to accomodate 6 single family lots on the proposed <br />culdesac. The development costs for the property are high and platting 5 oversized lots on the culdesac is <br />not feasible. <br />. Approval of an 8 % street grade for the proposed culdesac street is requested. An 8% grade is not excessive <br />and is necessary to reduce the extreme grade difference between the proposed house elevations and the <br />adjacent south and west properties. The proposed site must meet existing elevations at adjacent properties <br />and the existing street at Farrington Avenue. The 8% street grade is necessary to accomplish this. <br /> <br />