6727 EVERGREEN WAY 2016-01-01 MF Import

xC� �9H �zx C H 9Hx� y z r�+ � H� � H '+J NH F�3- o �3 OHd � �g c� � o z9H� t+yZ HH p�H o ty m �� zym H O [n Q�� s� a- � 1@ � � � ! ,i a � �`d 0 0 However, right of way concerns may make these improvements prohibitively expensive. Nevertheless, the project's percent proportionate shares based upon the difference between �995 traffic volumes with the project and current traffic volumes are: Madison Street & Evergreen Way 9.72 percent 75th Street S.E. & Evergreen Way 9.38 percent 79th Street S.E. & Evergreen Way 5.45 percent 8. At the S.R. 526/Evergreen Way interchange, WSDOT and the City are planning major improvements. These improvements, estimated at 55,000,000, will likely include the Casino Road/Evergreen Way intersection. The project's propurtienate share of these improvements will be SSE,500. 9, At the Broadc;ay Avenue/S.R. 526 intersection, WSDOT is planning a major improvement program which will construct a grade separated interchange at that location. Based upon a 520,000,000 improvement cost, the prc,ject's proportionate share will be 554,000. 10. One site driveway may have a LOS below 'D'. The left turn movement at the southernmost driveway on Evergreen Way is calculated to operate at LOS 'F'. � However, the unsignalized intersection LOS techniques do not take into account the effect of adjacent traffic signals on the LOS. According to the HCM, platooning on the main street may result in a fie].d LOS khat is much bettar than that which is calculated. Regardless, the driveway to Dladison � Street may be utilized by left turning traffic from the southernmost Evergreen Way driveway should delays prove unacceptable. That traffic would then turn , right. The iOS for the right turn movement from the Madison Street driveway is 'A'. � 11. Queueing fram the Madison Street/Evergreen Way intersecticn will not have a significant effect on operations at any driveway. Queues on Madison Street should not exceed 160 feet east of the intersection. The driveway is located '190 feet east of the STOP bar. Queues on Evergreen Way north of the � intersection may be as long as 440 feet for the throu h lanes However queueing in the two way left g . � turn lane should not exceed SO feet. Since the ��. closest driveway is located about 270 feet north of �� the STOP bar, the two way left turn should be � � l Chrislopher Iirou�n C�s Associatcs -26- '` r� S79 Rainier A��enue N.. SuiLe A-201 1 Renloi. u'A 980n-1350 � ':� �� (206) ii2-11S8 �