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<br />Mr. Thomas Paschke <br />February 6, 2002 <br />Page 2 <br /> <br />Most of the traffic accessing Lexington Avenue to the south will use the direct driveway while <br />small amounts may use Roselawn A venue. However, traffic to the north may be more inclined to <br />use the Roselawn Avenue access. Thus, the traffic load from the development will be primarily <br />through the driveway to Lexington Avenue with some traffic using Roselawn Avenue. The <br />Roselawn A venue traffic to the east or to the west will be primarily oriented to the Roselawn <br />Avenue driveway. <br /> <br />To place the traffic volumes in perspective, the additional traffic on Roselawn A venue east of the <br />development in the P.M. Peak Hour is 8 which calculates to approximately one vehicle every 71f2 <br />minutes. Over a 16 hour travel day (6:00 a.m. to 10:00 p.m.), the additional traffic would average <br />one car every 12 minutes. Roselawn Avenue to the west, using the same method of calculations, <br />would have approximately one additional vehicle every 9 minutes over the 16 hour heavy period <br />with much less traffic during the nighttime hours and heavier volumes in the P.M. Peak period. <br /> <br />We have not reviewed the site plan layout for geometric design, accessibility by delivery vehicles <br />and transit vehicles or general operations. . <br /> <br />If you have any questions or need any additional information, please feel free to call me. <br /> <br />Sincerely, <br /> <br />SHORT ELLIOTT HENDRICKSON INe. <br /> <br />-dAn I/tiMW~ <br /> <br />Glen Van Wormer, P.E. <br />Senior Transportation Engineer <br /> <br />sah <br />\\spfiles2\corpdoc\wplprojectslrslrosev\980 I \c\paschke. f06.doc <br />