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03-09-1998 Council Packet
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03-09-1998 Council Packet
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13. The site is topographically difficult to develop and will require significant filling <br />and grading to accomodate the proposed improvements. The proposed site <br />grading plans have been reviewed by staff, the City Engineer, the Planning <br />Commission and the City Council and have been found to be generally <br />appropriate for development of this site, subject to adjustments to be made via <br />a final grading plan which will have to be approved by the City prior to <br />issuance of a building pemiit. <br />14. Structural coverage on the site is proposed at 14%, meeting the 15% limitation <br />on lot coverage by structures. <br />15. The property has a unique shape and is a 'through' lot, abutting Olive Avenue <br />to the rear and Shadywood Road (County Road 19) on the front. The orientation <br />of the building is toward Shadywood Road, minimizing any commercial <br />appearance or activity as viewed from Olive Avenue. <br />16. The variance to allow a parking setback of 5' along the front lot line where a <br />20' setback is normally required, is justified by the unique shape and topography <br />of the site and the need to provide certain amenities for the development. The <br />combination of front parking and driving lane needs; minimum functional depth <br />of building; drive-thru exit lane and rear building delivery access; retaining wall <br />design ^■’nd location as well as screening needs; and the location and design of <br />the stor.; .witer retention pond, result in the need to allow encroachment of the <br />parking lot to within 5 feet of the front lot line in order to accomodate the <br />above noted features and concerns within the boundaries of the site, without <br />creating the need for other variances. <br />17. The proposed hardcover variance is mitigated to a great extent by the fact that <br />all surface runoff from the site will be directed to a stormwater retention <br />(NURP) pond designed to enhance the quality of runoff waters prior to their <br />discharge from the site. The magnitude of hardcover variance is further justified
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