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# , Proposal .National Tire and Battery proposes to build a 10,970 square foot building on the site. The site plan shows parking for 57 vehicles which exceeds the City requirements for a facility of this type and size. Access will be provided to the Snelling frontage road at the current location. A cross access easement will be executed with the Knights of Columbus parcel to the south. The site will receive limited (once a week) deliveries by tractor-trailers. NTB is a specialty retailer engaged in the following activities: . New tire (passenger cars and light duty trucks) sales and installation . Brake service . Shocks and strut sales and installation . Alignments and associated repairs . Custom wheels sales and installation All service work takes place inside of the building in a guaranteed 59 minute or less. No vehicles will be left outside overnight. NTB will be open Monday through Saturday 7:00 a.m. to 9:00 p.m. and on Sunday from 8:00 am to 6:00 p.m. Based on comparable facilities NTB will employ 20 full and part time employees at this store. The building is constructed of 12" load bearing, painted, split faced CMU (concrete masonry union I blocks) to a height of approximately 23' -4". The ceiling height is approximately 18' - 0" leaving approximately five feet of wall height for screening of roof top mechanical equipment. The store front facing Snelling Avenue will have typical glass and aluminum store front entrance with an E.LF.S. each side. The roof system is steel bar joist spanning up to 64' -.0" between the CMU walls, covered with a metal deck, rigid insulation and a bitumen roofing membrane. The dumpster area is a concrete pad of 10' - 0" x 13' - 4", enclosed with 8" CMU similar to the building, to a height of T - 4", painted to match the building, with a 9' - 4" pair of chain link fence gates, with black privacy slats. The dumpster area will be covered. All new and used tire storage is inside of the building. Veh.icles being serviced enter the building on the East Side of the site and exit the building on the south side of the building. This design will minimize the noise impact on the adjacent properties. Storm water is sheet drained to a pond along the western property line this pond discharges into the existing storm sewer located immediately north of the site in Rosebrook Park. Rate control and treatment volume requirements are achieved. ( Variance There are no variances required. "