6727 EVERGREEN WAY 2016-01-01 MF Import

�] tr-y �i 9H ,o�x b�� y � r�-i � H� "�+] H "+] [/1 H �o� H t7 O H Hhg (�] Y �] 9H� t� HH t7 � O H C� t7 y ��Cr-7 zym H U V� � projects in the area. It is important to note that these LOS inadequacies will exist reaardless of the development of Everett � Albertson's. These are the 37th Street/Rucker Avenue intersection where a LOS 'E' exists in 1990, the 41st Street/Rucker Avenue intersection where a LOS 'F' will exist in 1995, the Madison Street/Evergreen Way intersection where a LOS 'F' will exist in 1995, the 75th Street S.E./Evergreen Way intersection where a LOS 'E' will exist in 1995, the 79th Street/Evergreen Way intersection � where a LOS 'E' will exist in 1995, the S.R. 526/Evergreen Way interchange where a LOS 'F' will exist in 1995 on both ramp termini, the Casino i.oad/Evergreen Way intersection where a LOS 'F' will exist in 1995, and the S.R. 526/Broadway Avenue intersection where a LOS 'F' will exist in 1995. Again, the Everett Albertson's project will not directly cause but will simply exacerbate these � alr¢ady deficient levels of service. � The following discussion relates to improvements necessary to mitigate the LOS inadequacies, their estimated costs and the proportionate share attributable to the project. 3:'�h Street and Rucker Avenue This intersection is currently unsignalized, and due to the high traffic volumes on Rucker Avenue and the present geometry of the intersection the only acceptable form of mitigation would be � signalization. However, analysis of the intersection with a signal in place shows that the LOS will remain at 'F' in 1995. It should be noted that without the traffic from the U.S. Navy homeport project, the LOS for the intersection with :ignalization would be 'C'. Various widening schemes were attempted in cc+r.junction with signalization to no avail. It does not appear to be practical to � improve the LOS at this intersection based upon the projected volumes. The project adds 42 v.p.h, to this intersection. Based upon the 1995 traffic volumes at this intersection (4504 v.p.h.), this is equal to 0.93 percent. Any mitigation requirements should be based upon this proportionate share. � 41st Street/Rucker Avenue Again, based upon the projected 1995 traffic volumes, there is no practical way to mitigate the low LOS at this•intersection. Various widening schemes were attempted without success. The low � LOS is due primarily to increases in volume especially from i:he west. The project will add 59 v.p.h. to the intersection. Based upon the difference between 1995 volumes with the project and current traffic volumes (2226 v.p.h.) this is equal to 2.65 percent. Any mitigation reguirements should be based upon this proportionate share. � ;'� -21- ChrisLopher 6roa�n C�s Assoeioles �� `� 8i9 Rdinier Avenuc N., Suilc A•201 II � �enton, u�A 95055-1380 �� '� .� (206) 7I2-118fi �