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Table 12 <br /> 2005 No Build Peak Hour Traffic Level of Service <br /> Intersection Location Traffic Control LOS Delay <br /> (secs) <br /> PM Peak Hour (4:30 to 5:30) Conditions <br /> Pacific at Maple Traffic Signal B 17 <br /> Pacific at Broadway Traffic Signal D 37 <br /> Pacific at Lombard Two-way Stop C 22 <br /> Pacific at Oakes Traffic Signal B 16 <br /> Pacific at Rockefeller Traffic Signal A 10 <br /> Pacific at Rucker Traffic Signal D 37 <br /> Wall at Oakes Four-way Stop A 10 <br /> Hewitt at Maple Traffic Signal B 13 <br /> Hewitt at Broadway Traffic Signal D 51 <br /> Hewitt at Rucker Traffic Signal C 25 <br /> Garage Entrance on Oakes Two-way Stop A 10 <br /> AM Peak Hour (7:30 to 8:30) Conditions <br /> Pacific at Oakes Traffic Signal B 19 <br /> Pacific at Rockefeller Traffic Signal A 8 <br /> Garage Entrance on Oakes Two-way Stop B 11 <br /> 8.4 Traffic Conditions for Development Alternative 1 (Preferred) <br /> Existing (2001) traffic volumes were increased to reflect growth in background traffic as <br /> described in the No-Build Alternative and local traffic volumes were adjusted to reflect <br /> the closure of Lombard Avenue to accommodate development of the Everett Special <br /> Event Center. <br /> The 2005 County Campus Traffic Generation calculated in Table 11 was then distributed <br /> to the new County parking garage described in Section 7.2. The resulting 2005 <br /> Alternative I (Preferred) traffic volumes for the ten intersections are provided in <br /> Appendix A and the local turning movements are illustrated on Figures 9 and 10 for the <br /> AM and PM Peak Hours respectively. <br /> Level of service analyses were completed for the 2005 Alternative 1 (Preferred) as shown <br /> on Table 13. These analyses indicate that there are minor deviations of the level of <br /> service at a few intersections compared to the No-Build condition. However, all of the <br /> levels of service are at LOS D or better which is within acceptable limits for peak hour <br /> traffic. <br /> Specific review of queue lengths at the proposed new garage access on Pacific Avenue at <br /> Rockefeller was undertaken. The maximum queue length (95th percentile) for the <br /> westbound traffic, including 246 right turns to the new garage in the AM Peak Hour, was <br /> found to be only 126 feet. This queue length will dissipate with each signal cycle and <br /> will not impact the traffic flows along Pacific Avenue. The intersection is calculated to <br /> operate at LOS A despite the high volume of right turn traffic. <br /> CRI Transportation Impact Analysis Page 29 June 2002 <br />