Agenda - Council - 06/25/2002 - Laserfiche WebLink

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I I I I I I I I I I I I I I I I I I I Review Letter: T.J. & Associates Priming May 31,2002, revised June 21, 2002 Page 2 of 3 Landscaping: The landscaping plan is acceptable and meets City standards. Architectural Standards: City Code restricts building height to 35 feet. The proposed 'building will be 25 feet in height, which meets City standards. City Code restricts exterior wall finishes to natural or prefabricated brick or stone or pre-cast concrete panels or some other material approved by City Council. The exterior building materials for the building are proposed to consist of rockface concrete block and a pre-finished metal cap, which meets the architectural standards established in the Industrial District. Loading Berths: City Code requires one loading berth for every structure that has a floor area of I0,000 square feet and an additional loading berth for each additional 25,000 square feet of floor area. The proposed 18,886 square foot structure is required to provide one loading berth. The site plan is proposing 4, this exceeds City requirements. Waste Storage: City Code requires that all solid waste and refuse receptacles shall be stored within a completely screened structure or container. The site plan should be revised to include the location for the refuse receptacles. Access: The site will gain access through 140th Court, which provides access to County Road #57. Off-Street Parking - Design: In accordance with City Code, all driveways, off-street parking and maneuvering areas are proposed to be surfaced with concrete and f'mished with B-6/12 concrete curbing. Off-Street Parking - Spaces Required: City Code requires one (I) parking space for every 200 square feet of office space. For warehouse space in multi-tenant, City Code requires 1 parking space for each employee on the maximum shift. The proposed development is subject to 38 parking stalls and the site plan is providing for 38 parking stalls. Lighting: Shop drawings of the proposed lighting fixtures will need to be submitted and are subject to the City Engineers approval. Drainage and Grading: The existing site is relatively flat with elevations generally between 863 and 864. The proposed building and parking lot will be drained by a combination of storm sewer and overland flow into a detention pond located in the southwest coruer of the Sunfish Gateway plat. The overflow from this pond is directed into a storm sewer along the north side of the railroad tracks and west side of Sunfish Lake Boulevard into the Mississippi River. Two extensions of the existing storm sewer and three catch basins will be connected to the existing storm water system of the Sunfish Gateway development to facilitate the storm water runoff from -269-