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Zoning File #2011 <br />April 11, 1995 <br />Paee 2 <br />Description of Request <br />In the later part of 1993. the City granted a hardcover variance and height variance for a <br />residence to be constructed on the undeveloped property-. The height variance involved a <br />separate section or addition of the house that contained three stories. The current application <br />involves a walkout design. Based on the height definition variance. Section 10.02, Definition <br />13. vertical height is determined at existing elevations not final or proposed elevation. Refer <br />to Exhibit L. the northeast elevation and the northwest elevation. The code asks that a <br />comparison be made between the highest existing elevation (943 at garage level) and the adjusted <br />elevation of the basement floor (934+ 10* = 944). Vertical height is measured from the lowest <br />of the two elevations. Top or highest point is measured to the mean distance between highest <br />p<nnt of the pitched roof and the ceiling joist, refer to the northwest elevation. The legal height <br />l5 35’ + . Refer to the southeast or lakeside elevation, the peak height of the structure from the <br />lakeside is approximately 47 ’. <br />As in the earlier variance application, the design aiKl shape of the house results from the unique <br />shaped building envelope and need to conserve horizontal hardcover improvement. The property <br />is surrounded by lakeshore on the three sides. Review Exhibits E and F. in the earlier review <br />the total lot area was found to be 55.500 s.f. The current application shows a total lot area of <br />660 s f with an increase in the 75-250 ’ setback area at 19,210 s.f. (onginal was 13,700). <br />Staff called the surveyor to question 7,000+ s.f. of additional area. The surveyor advised that <br />the same field crew shot the elevations in both 1992 and 1994. The area is flat and they ^ot <br />more elevations resulting in the redefined shoreline at 929.4. Staff has asked for the field <br />information from the surveyor to reconfirm findings. <br />The applicants’ consultant proposes a drainfield to maintain runoff from roof of stnicturc to <br />offset the 4.2% excess of hardcover. Review Exhibit L, specifically the "Sections , note tlwt <br />all outdoor use areas have been stacked to conserve on hardcover by placing ver^ <br />immediately over grade level patio and topping veranda with a deck at third lakeside level. <br />The property has not been assessed for sewer. Review Exhibits M and N, the sewer is <br />approximately 120 ’ away from property boundary. It will be the applicants’ responsibility to <br />extend sewer to the property. Sewer connection charge will consist of the following charges: <br />Plant charge ^ <br />Unit fee for 1970 LS-1 project o nn <br />Lift station 10 by-pass charge 2.269.W <br />Front footage charge $26.25 per front ft. (190’ x $26.25) 4,987.50 <br />Total fee $11,744.50 <br />Service availability charge $ 850.00