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r- <br />Discount Tire, Co. - TIA Page S <br />February 19, 1993 <br />north/south and east/west commutinq arteriais. Based upon tota.l <br />volumes during this time, distribution to and from the existing <br />sita would bo expected to follow these volume tendencies. <br />Therefore, Por patrons arrivinq at tha facility the directionz�l <br />split is 75-percent from the south and 25-percent lrom the no!�th <br />and the departing splita are 50-percent to the north and 50- <br />percent to the south. Please refer to Figure 3, in che Apperidix. <br />�� x��ti� ; - : . �r <br />Based upon the trip distribution and assignment, as descriUed <br />above, which is consistent with that provided in a previous study <br />parformed by DOWL Engineers for the Xmart facility direct:ly <br />across the street, a simpliPied gravity model distribution was <br />perlormed to det3rmine the extent of the project traffica to the <br />threehold o! ten trips as required by the City o! Everet�t. The <br />distribution o! the 33 PM peak hour trips which this prupoaed <br />action will qenerata is shown in Fiqure 4 and the percentages are <br />shown in Fiqure 5. The table below provides thia inEor.zaation in <br />tabular form and provides the number o! 1993 trips and tha <br />percent of total traflic enteri�g tlhesa intersections, <br />Tabl• Z- Trip Di�tributioa aad Sffaat at Id�ntili�d <br />Tot (vph) � Total Int�r�ection Volume/ Gen (vph) � Proj�ct Osn�ratma Peax <br />Hour Volum�� Snt�rinq the Id�ntifird Interenction. <br />As can be seen from the above table khe proposad action, and the <br />dis�ribution o! the PM peak hour trips does not represant any <br />more tlian 0.41 percnnt ot the total volume anterinq any one <br />intersection within tha overall project area. The two <br />intersections which represent the largest dietribution are the <br />two nearest signalized intersections, which are actually adjacent <br />to tha projact sita. Tha most recognizable intersaction with <br />this percent sddition is the 79th Place SE and Everqreen Way <br />intersaction which was analyzad earlier and also thn SR 526 <br />Westbound Ramps and Evergraen Way intersection. Thia latter <br />intersection also is tha intersaction with the second largest <br />� <br />