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ANALYSIS <br />Lot Area and Yards <br />RR-IA <br />(5 acre) <br />Lot Area Lot Width Rear Yard Side Yard Street Yard <br />Required 5 acres 300’100'50'100' <br />Lot A appr. 12 <br />acres dry <br />330’NA 66'86' <br />LotB appr. 23 <br />acres dry <br />530'NA NA NA <br />Lot B does contain two accessory buildings that would required to be removed or variances would <br />have to be granted to allow the accessory buildings to remain on the property without a principal <br />structure. <br />Access <br />Access to both lots would be from Watertown Road. Lot B will be left undeveloped and held for <br />a possible future subdivision. <br />Easements <br />Utility and Drainage easements shall be shown as 10' along the exterior lot lines and 5* on the <br />internal lot lines. <br />Requirements for Class III Subdivbion <br />The applicant shall have a Certificate of Survey completed by a State Certified Land Surveyor. The <br />survey shall indicate existing property lines, structures, elevations, and delineated wetlands. The <br />surveyor shall provide lot sizes for the newly created lots and proposed legal descriptions. New <br />septic reports shall identify primary and alternate septic sites do exist for the new proposed lots, and <br />that the septic will be sufficient for the existing residences on the property. A Class III subdivision <br />is required because the property does involve flexible zoning (variances and conditional use permit). <br />The Minnehaha Creek Watershed district shall determine the need for stormwater treatment on the <br />site when the City receives application for preliminary plat. The applicant is requested to contact <br />Staff prior to application for preliminary plat to determine additional items that may be required. <br />§2491 DtborahM. Scholl <br />4100 Waterloo Road <br />Sktich Plan Rtvitw <br />3/17/99 <br />PagiS <br />■ mt