6727 EVERGREEN WAY 2016-01-01 MF Import

�. �h� a�� x H 9HxV� y z r�-i K n �z � H'�] f/1 H z �o� H t7 �� 9H� t� H H g� H C'] C7 y �� HO� � Trip generation for ,� based upon ITE Land buildings. Its trip Table IV below. � 0 � � � the 10,000 sguare foot office building is Use Code (LUC) 710 for general office generation characteristics is shown in TABLE IV Trin Generation. Office Buildina Time Period P.M. Peak Hour of Street Enter Exit Volume 5 vehicles per hour 24 vehicles per hour Trip generation for the 3,000 square foot fast food restaurant with drive through window is based upon LUC 834 which describes a land use of this type. The gross trip generation for the restaurant is shown in Table V. TABLE V Gross Trip Generation, Fast Food Restaurant Time Period P.M. Peak Hour of Street Enter Exit Volume 51 vehicles per hour 49 vehicles per hour Again, from Table 3-4, Transportation and Land Develonment, � Institute of Transportation Engineers (ITE), 1988, traffic from a fast food restaurant can be expected to be composed of 45 percent pass by trips and 55 percent diverted linked and primary or new trips. In this case diverted linked trips are discounted since the project lies on two major arterials. Therefore, the net new trip generation from the fast food restaurant is the gross trip generation shown in Table V minus pass by trips. The � net trip generation for the fast food restaurant is shown in Table VI. TABLE VI Net Trio Generation, Fast �'ood Restaurant Time Period P.M. Peak Hour of Street Enter Exit Volume 28 vehicles per hour 27 vehicles per hour Cl:rislopher Brou�n C�s Assoeieles 4' 8Y9 Rainicr Avcnue �.. SuiLe A-201 �� Renlon. u�A 9809i-1380 �\ (206) T72-1188