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<br />Mr. E. Paul Dunn <br /> <br />- 2. <br /> <br />May 11, 1993 <br /> <br />4, For comparison. an 8,000 s.f. quality restaurant on this same site would <br />generate about 750 daily trip ends per weekday. based on the average trip <br />generation rate. <br /> <br />5. A review of the proposed site plan Indicates that there could be difficulty for the <br />larger delivery trucks leaving the site. In negotiating the U-turn required at the <br />east end of the site. This condition may require that the large trucks exiting the <br />site to circulate around and behind the Crossroads of Roseville Center, <br /> <br />6. The angle of the parking spaces on the one-way circulation aisle may not be <br />great enough to discourage drivers from backing out of the space the wrong way <br />into on-coming traffic. For one-way operation to work more effectively the angle <br />of the parking space to the aisle should be sharper, more towards 60 degrees. <br /> <br />7. The inbound access location Is closer than would be desirable to the main <br />access serving the Crossroads of Roseville Center. To provide the driver with <br />adequate perception/reaction/decision time the access should be moved further <br />away from the main access drive. The close proximity of this access to the main <br />access results In a potential for rear-end accidents Involving right-turning traffic <br />entering the sUbject site. <br /> <br />Should you have any questions or comments concerning this review, please contact us. <br /> <br />Sincerely, <br /> <br />STRGAR.ROSCOE-FAUSCH, INC, <br /> <br />Dennis R. Eyler, P,E. <br />Principal <br /> <br />DRE:bba <br />