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Traffic Characteristics <br /> Current (January, 1988) p.m. peak hour. traffic volume data is <br /> shown on Figure 2 al�ng with the average weekday traffic volwnes <br /> (A.W,D.T.) obtained from city of Everett files. <br /> Bur and trur_k tra£fic wa:} very light in the p.m. peak hour with <br /> or.ly five transit buses not=d on Evergreen Way. As a result, <br /> heavy vehicular traffic can be considered minuaal as far as <br /> vehicular operations are concerned. A fev pedestrians were <br /> noted at the transit stop on Evergreen Way at 100th Street S.SJ. <br /> and also at 100th Street S.W and Aolly Drive. nccordingly, <br /> pedestrian interference is also minimal. <br /> Geometric conditions, along with appropriate truck and bus <br /> factors are noted in the appendix as a part of the data input, <br /> Por reference purposes. <br /> Trip Gen<_ration <br /> Trip generation for the site is based on the Institute of <br /> 'Prznsportation Engineer's Land Use Code 221 for low rise, garden <br /> � style suburban apartments. The expected site related trip <br /> production is noted in Table I. <br /> TASLE I <br /> Trip Generation <br /> A.W.D.T. 2,270 trips per day <br /> A.M. inbound 34 vehicles per hour <br /> A.M. outbound 138 vehicles per hour <br /> P.M. inbound 138 vehicles per hour <br /> P.M. outbound 69 vehicles per hour <br /> Assiqnment <br /> Traf'fic assignment to the system is based on the 1990 employment <br /> forecast for Everett and South Snohomish county extendir:g from <br /> the north city limits to the Sno-King line and from Port <br /> Gardener to the Snohomish River. Figure 3, T•raffic Assignment, <br /> 3epicts the distribution o£ both daily and design hour (p.r�. <br /> peak hour) site generated traffic. <br /> -4- C�1PfFi�:O�ICf C(C7,9I1 �2C' <br /> (��.•� 9688 �ainier a�cnue. s <br /> � s�a�1�c washin�ton <br /> l 567 118 <br />