6727 EVERGREEN WAY 2016-01-01 MF Import

:.� �r� �H m�x 9Hcn r x9� y zH � H� '��] H'�J V1 H �o� H C7 O H ��1�g y� V C] 9H� i r h-i H gy H c❑] C7 [� t�f � Crj7 Z H C/� HOm :,� � U � .� Combining the net new trip generation for each land use yields the traffic to be assigned off site. These demands along with the net pass by trips are shown in Table VII below. TABLE VII Trio Generation, Total Proiect Time Period P.M. Peak Hour of Street New Primary Trips Enter Exit New Pass By Trips Enter Exit Distribution Volume 110 vehicles per hour 147 vehicles per hour 53 vehicles per hour 59 vehicles per hour The primary trip distribution for Everett Albertson's was , prepared by Professional Solutions for this consultant with base <9 data provided by the city of Everett. A copy of the trip '`�' �" distribution is attached in th.. appendix. The trip assignment for primary trips based on the ci_stribution model provided by Professional Solutions is shown on Figures Sa and 5b. Distribution for pass by trips is based upon p.m. peak hour directional traffic volumes on Madison Street and Evergreen Way. The pass by trip distribution is included in the appendix. 1995 Desian Volumes The 1995 design year p.m. peak hour traffic forecast that includes background traffic growth, the traffic from adjacent B 9 � developments likely to be completed by 1995 as well as site generated tra£fic is shown on Figures 6a and 6b. � The p.m. peak hour traffic volumes at the intersections of the .�,,,� site's driveways with Madison Street and Evergreen Way is shown in Figure 7. � —13— � (/� � Chrislophcr 6rou�n [� Associelcs 8I9 Rainier Avenue N., Suitc A-201 � Rcnlon, u'A 9805�•1380 (206) ii2-1185 � �