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Zoning File #2098 <br />January 8, 1996 <br />Page 3 <br />approximately 9' from the neighboring detached garage. The City has consistently attempted <br />to maintain a minimum 10’ setback between structures, and the code requires a separation of <br />10’ between principal and accessory’ structures. <br />The proposed house will be setback approximately 22’ from the neighboring house to the <br />southwest, which also encroaches its required side yard (see survey). <br />Lot coverage by structures ’s proposed at 1,795 s.f. or 21.0%. \Mien the lot coverage <br />ordinance was developed, it was recognized that even on very’ small lots the property owner <br />should be allowed a minimum 1,500 s.f envelope for structures including the principal structure <br />and the garage (Section 10.03, Subd. 14(C): Exception ^. In this case 15% of lot area would <br />be 1,282.5 s.f, so the applicants ’ 1,500 s.f allowance would be equivalent to 17.5% lot <br />coverage. The proposed excess therefore is 295 s.f or 3.5%. It can be argued that this is a <br />variance created by attempting to constmet a house of a certain size. Applicants ’ hardship <br />statement suggests that in the context of new construction, this house is not oversized and the <br />footprint is not excessive. Certainly a house can he built that meets the 1,500 s.f standard, <br />but to do so would essentially eliminate the porch, deck, and another 50 s.f of house or <br />garage. <br />The hardcover proposal for 46% in the 75-250' zone where only 25% is tillowed, might be <br />somewhat tempered by the fact that there will be \irtually no hardcover in the 0-75 ’ zone. <br />Also note that the overall hardcover on the property yields appropriately 26% where the DNR <br />standard would be 25% of the lot in hardcover. <br />Drainage <br />Drainage on the property is of significant concern to the City, because this property and the <br />Seran property adjacent are the receivers of significant amounts of runoff from Highwood Road. <br />One change which staff would strongly recommend is that the bottom of the swale to the <br />northeast b( centered on the lot line between applicants ’ residence and the Seran residence. <br />Staff will be discussing this drainage plan with the City Engineer to determine if there are <br />additional concerns. Note that the existing catch basin, storm drain tile and rip rap spillway <br />Wi re apparently constructed by the neighboring property owner, and it may be appropriate to <br />keep that stoim drain in place if the rip rap spillway is moved back to the 75' setback line. <br />Issues for Discussion <br />i.Has adequate hardship been demonstrated to justify granting the lot area and width <br />variances?