10701 EVERGREEN WAY 2018-01-01 MF Import

Terra Firma �� Noordin & Sayani Site Traffic Impact Analysis Page -2- December 14, 1968 center two way left turn lane, and three through lanes in each direction, including 13' wide curb lanes and other through lanes at 11' widths. The curbs, gutters, and sidewalks end at the city limits at the unopened 108th St. S.W. right of way. South of 108th, SR 99 has five lanes and paved shoulders. The tapers from the five lane width to the sevtr. lane width occur immediately north of lOBth St. Southwest. Evergreen Way is straight and relatively flat, and siqht distances are qood. At the proposed site driveway, the southbound posted speed limit is 40 MPH. The southbound speed limit changes to 50 MPH just south of the proposed driveway, within the taper from three to two southbound through lanes, The proposed driveway is within the 50 MPH to 40 MPH speed reduction zone for northbound traffic. "Reduced Speed Ahead - 40 MPH" siqns are located just aouth of the proposed driveway� and the 40 MPH speed limit is posted north ,f the driveway. TRIP GENERATION AND DISTRIBUTION Table 1 shows the estimated vehicular trip qeneratio� for AM and PM street traffic peak hour conditions and for an average weekday. Since the tenants of the project are not known at this time, the nature of the truck traffic entering and exiting the project cannot be predicted with certainty. Aowever, based on the preliminary site plan, eatimates of site-qenerated truck traffic have been made for the purposes of this analysis, as ahown in Table 1 . Most of the site-generated trips will comprise new traffic added to Everqreen Way. It is eatimated that about half of the sfte-generated traffic will use Evergreen Way to and from the north, and about half will use Evergreen Way to and from the south. TRAFFIC VOLUMES Table 2 shows traffic volumes on Evergreen Way south of Everett Mall Way, The 1988 and 1990 without project volumes shown are from the Walden Pond A artments Traffic Im act Anal sis prepared by Transportation P ann nq 6 Engineer ng, Inc. (TP6E) n October, 1988. The 1988 traffic volumes are from City of Everett counts. The 1990 without project volumes include 4.28 per year compounded background traffic volume growth, and projected