10115 HOLLY DR 2018-01-01 MF Import

the typical weekday and incorporate existing 24 hour machine count traffic data obtained from the �iles of the traffic engineer's office, Oepartment of Public Works, City of Everett. Following 'the assembly of current traffic volume daca representing the pEak hour traffic demands of the existing sys*em under current loading, the following tasks were tY.en '_mplemented. o Derive. the current 1eve1 of service (LOS) for key intersections with the present roadway system. o Derive the exrected trip genera.tion for the proposed 344 unit, multi-family residential development. o P.se,ign the peak i3eoiqr.) hour demands produced by the developmenti to the arterial system via cY.a t�� p.roposed arcess driveways - to Holly Drive and Olivia Road. o Define the expected level of service (LOS) for the roadway system for with an horizon year of 1990. o Derive, to the extent necessary, appropriate mitigating measures for accommodating project related traffic for the horizon year. Horizon Year As noted above, for the purposes of this residential traffic study, the �ime period of implementation is tho years so the horizon year. for full dewelopment is taken as 1990. Back ground traf£ic growth is estimated on the basis df Washington State DOT data at M.P. 53.16 on Pacifi.c Highway, SR 99, over the last four year.s. The growth rate is 2.87 percent per year. Adjacent Lar.�i Usc= The adjacent land uses in r_he immediate vicinity are a mix o` commezcial prope:ties including a smal� convenience sto:e at th,� intersection of Olivia Ro3d on Evergreen Way, multi-f�mily residances to the north at Hally Drive and 100th Stree� S.'�. ,scattered single family residenc:es in the irunediate area ana major xetail facil:iries to the east a��r.? Evergreen Way and Everett M31,1 Wa�. For ana.lysis purposes, the azea is nan-CBD. -3- d�ristophcr 3�n F� - � 9688 rainicr.a�rn�c s ��w�i°�u�ai'ia