6727 EVERGREEN WAY 2016-01-01 MF Import

� �r� r-� m�x C H 9 H C/� y�H fC c� oxo 'j H'TJ C/J H �H- o E� H t7 OH xJ c� t7 Hno ,n Y �J � H� HH t7 m O H o ty m �� Z H [n H O q� v � ,� total p.m. peak hour generation and the trip rate per '1000 square feet are shown in Table i below. TABLE I Existinq Trio Generation. Suoermarket Time Period P.M. Peak Hour of Street Enter Exit Total Trips Trip Rate v.p.h. Trips/1000 s.f. 168 209 6.409 7.973 � Based upon the above trip rates, the new 42,880 square foot supermarket will generate the p.m. peak hour traffic demands shown in Table II below. These volumes are gross in that thay do not take into account the existing traffic demands nor are they delimited for pass by traffic. � TABLE II Gross Trin Generation` New Suoermarket Time Period P.M. Peak Hour of Street Enter Exit Volume 275 vehicles per hour 342 vehicles per hour Accord3ng to Table 3-4, Transnortation and Land Development, Institute of Transportation Engineers (ITE), 1988, traffic from a supermarket can be expected to be composed of 28 percent pass by trips and 72 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 supermarket is the gross trip generation shown in Table IZ minus the trip generation from the existing supermarket minus pass by trips. The net trip generation for the supermarket is shown in Table III. TABLE III Net Trip Generation. New Suoermarket Time Period P.M. Peak Hour of Street Enter Exit Volume 77 vehicles per hour 96 vehicles per hour Chrislopher Sromn Ca Associeles J' 6i9 Rainier Avenuc N.. Suile A-ZOl p, Rcnlon, u'A 980�5-1380 °' ,� (206) 272-1188