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Traffic Impact Study <br />Little Canada Caribou Coffee <br /> <br /> <br /> <br />Alliant No. 218-0047.0 14 <br />April 11, 2018 <br />5.2 Internal Traffic Circulation/Drive-Through Storage <br />Vehicles are generally expected to navigate the proposed development in a counter-clockwise <br />manner. Under most circumstances, passenger cars are expected to have adequate accommodations <br />to negotiate the internal site roadways. It is recommended that truck turning movements be <br />reviewed to ensure that delivery and garbage trucks also have adequate accommodations. <br />Furthermore, deliveries should be coordinated to occur outside the a.m. peak period. <br />Drive-through storage is currently provided for approximately 11-13 passenger vehicles onsite. <br />Additionally, two (2) parking spaces will be designated as drive-through dwelling stalls for <br />motorists with more time-consuming orders to be filled outside the drive-through lane. Under most <br />circumstances, the provided drive-through storage is expected to be adequate. However, it is <br />recommended that employees monitor drive-through queues to make the determination when <br />drive-through dwelling stalls need to be used to prevent drive-through queues from extending onto <br />Little Canada Road. <br />5.3 Parking Layout/Supply <br />Onsite diagonal parking is provided around the perimeter of the proposed development. A total of <br />22 parking spaces are provided onsite, including the aforementioned two (2) drive-through <br />dwelling stalls. The average peak parking rate presented in the ITE Parking Generation Manual2 <br />indicates a need for at least 19 onsite parking spaces. Therefore, the proposed parking supply of <br />22 spaces is expected to be adequate. <br />5.4 Pedestrian/Bicycle Connectivity <br />The proposed site plan provides appropriate pedestrian/bicycle connectivity with existing adjacent <br />infrastructure. <br /> <br /> <br /> <br />2 Parking Generation, Institute of Transportation Engineers, 4th Edition.