Agenda - Planning Commission - 02/03/1998

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Site Plan Review: Carlson Collision Center January 28, 1998 Page 2 of 3 Setbacks: The structure is proposed to be constructed at a location that encroaches the common property line of Lots 1 and 2 and this is not a problem for the City. However, the developer should recognize that this development proposal will forfeit any future salability of Lot 1 as a separate buildable lot. The proposed structure location exceeds the 35 foot front and rear yard setbacks and the 10 foot side yard setback on the east side. Amount of Off-Street Parking: We would have to apply the parking requirements for-service stations to this collision center, which is three spaces for every services bay and one space for each employee. On that basis 43 parking spaces would be required for the 11 stall, 10 employee operation and 55 are proposed, with accommodations for future parking also planned for. It is appropriate that a majority of these parking spaces are proposed to be provided in a screened area on the north side of the building as most of the vehicles awaiting service will be in damaged condition and not appropriate for view from the public right-of-way on Hwy. #10. The type of construction materials and fence style used to screen the vehicle storage area will be resolved during the conditional use permit process for the outside storage area. Design of Off-Street Parking, Driveways, and Maneuvering Areas: In accordance with City Code, ail parking and maneuvering areas are proposed to be surfaced with bituminous. The plan should be modified to clearly identify that the curbing will be B-612 concrete. Grading and Drainage: There is no storm sewer in the vicinity c~f the proposed development. Drainage is directed to two ponding areas, one located at the southwest comer of the lot, and the other along the northern 50 feet of the property. Each basin is five feet deep and has a dry well designed to seepage into the sandy subsurface. This will be adequate initially, however, siltation should be anticipated causing the ceil to require redevelopment or replacement with storm sewer in the future. Architectural Standards: In accordance with City Code, the exterior finish on the building walls are proposed to be either a precast concrete panel or concrete masonry with decorative texture. Waste Storage: City Code requires that all solid waste and refuse receptacles shall be stored indoors or within a completely screened structure or container. If refuse receptacles are to be stored outside, the site plan needs to be modified accordingly and identify the type of materials to be used in constructing the enclosure to confmn 100% screening capability.