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"'SEH 3535 VADNAIS CENTER DRIVE, 200 SEH CENTER, ST PAUL, MN 55110 612490-2000 800325-2055 ARCHITECTURE ENGINEERING ENVIRONMENTAL TRANSPORTATION March I, 1996 RE: Roseville, Minnesota Proposed B & T Kath Company Convenience Store and Service Station Lexington A venue and Roselawn A venue SEH No. A-ROSEV9402.00 Mr. Mike Falk Senior Planner Community Development Director City of Roseville 2660 Civic Center Drive Roseville, MN 55113 Dear Mike: We have reviewed the site plan and have completed the traffic study for the proposed service station and convenience store to be located on the southeast corner of Lexington Avenue and Roselawn A venue. The site plan incorporates four different pump islands, a relatively large convenience store with a future restaurant expansion, two wash bays and a significant amount of parking. The convenience store and service station should generate approximately 2,050 trips per day. In the p.m. peak hour, we anticipate that the store will generate approximately 135 trips. In the a.m. peak hour, this store should generate approximately 120 trips. The restaurant was based on 40 seats, or approximately 1,500 square feet. We estimate that the restaurant will generate approximately 48 additional trips to the site in the p.m. peak hour, discounting some trips which will be dual purpose for both the restaurant and the service station. In the a.m. peak hour, we only anticipate 35 total trips to the restaurant. We anticipate that most of the traffic generated will be using Lexington Avenue. In the p.m. peak hour, we estimated that approximately 72% will be from Rice Street. Of this, about 66% of the service station trade and 35% of the restaurant trade will come from traffic already on the street. This is known as pass by traffic, and it is traffic which will divert from its normal trip past the restaurant and service station to make a stop at the facility. The total number of new trips on Roselawn Avenue, east of the development, with both the convenience store and the restaurant inplace, would be 11 vehicles in the a.m. peak hour and 18 in the p.m. peak hour. West of Lexington Avenue, the additional traffic on Roselawn Avenue from both facilities would be 7 in the a.m. peak hour and 11 in the p.m. peak hour. Thus, there is SHORT ELLIOTT HENDRICKSON INC MINNEAPOLIS, MN Sf CLOUD, MN CHIPPEWA FALLS, WI MADISON, WI LAKE COUNTY, IN EQUAL OPPORTUNITY EMPLOYER