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Zoning File #1628 <br />March 0, 1991 <br />Page 3 <br />Options of Action <br />If approved, members may consider one or more of the hardships <br />and findings noted above. Staff would recommend that final resolution <br />approving the average lakeshcre setback variance also include a notice <br />to owners of the need for a conditional use permit if a non-rental <br />guest apartment is to be installed in the basement level of the <br />residence; or <br />Denial, if Planning Commission denies the application, please <br />refer to the necessary findings section of your Code. <br />Additional COMents and Planning Cosnission Recomendation <br />April 2, 1991 <br />Additional Bxhibits <br />Exhibit L - Finney Letter Regarding Second Kitchen Area in <br />Basement Level <br />Exhibit M - Staff Sketch of Access Stairs Structure within 0-75' <br />Setback Area <br />The Planning Commission unanimously accepted the hardships and <br />findings noted by applicant in requesting the average lakeshore <br />setback variance. The Planning Commission also noted that the <br />property is located on a point of shoreline making it impossible to <br />meet average lakeshore setbacks from adjacent properties. The <br />basement level kitchen area has been addressed by the applicants in <br />their letter. Exhibit L. <br />A major issue raised for this review was the presence of a <br />lakeshore access stair structure that well exceeds the allowed 4*' <br />width for stairs and 4' x 4* landings allowed for lakeshore lots with <br />severe sloped banks. The structure is 6 to 10 years old. Because of <br />the length of time since original construction, the Planning <br />Commission recommended that the structure be recognized as a <br />nonconforming structure and subject to all pertinent standards of the <br />Code. Any proposed structural repair of this structure would be <br />subject to approval of the City. The Planning Commission further <br />conditioned approval on staff making the necessary inspection to <br />confirm structural stability, total hardcover within the 0-75' setback <br />erea and condition of plastic underliner beneath specific landscaped <br />•teas. Staff was also directed to determine if additional landscaping <br />could be provided in order to screen the intensity of the structure. <br />Please review the staff sketch Exhibit M, we would recommend that 144 <br />s.f. of the plastic underlain beneath the landscaping in the planter <br />boxes be removed but that the plastic under liner beneath the severely <br />sloped landscaped bank be allowed to remain in order to prevent <br />•tosion. Staff also reviewed the condition of the sloped banks along <br />the shoreline of the property noting severe erosion and potential of <br />t i