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Table 13 2005 Alternative 1 (Preferred) Peak Hour Traffic Level of Service Intersection Location Traffic Control LOS Delay (secs) PM Peak Hour(4:30 to 5:30) Conditions Pacific at Maple Traffic Signal B 18 Pacific at Broadway Traffic Signal D 37 Pacific at Lombard Two-way Stop D 28 Pacific at Oakes Traffic Signal B 15 Pacific at Rockefeller Traffic Signal B 13 Pacific at Rucker Traffic Signal D 40 Wall at Oakes Four-way Stop B 11 Hewitt at Maple Traffic Signal B 13 Hewitt at Broadway Traffic Signal D 53 Hewitt at Rucker Traffic Signal C 25 Garage Entrance on Oakes Two-way Stop B 12 AM Peak Hour (7:30 to 8:30) Conditions Pacific at Oakes Traffic Signal C 21 Pacific at Rockefeller Traffic Signal A 9 Garage Entrance on Oakes Two-way Stop B 11 8.5 Traffic Conditions for Development Alternative 2 Existing(2001)traffic volumes were increased as previously described to reflect growth in background traffic and adjusted to reflect the closure of Lombard Avenue. The 2005 County Campus Traffic Generation calculated in Table 11 was then distributed to the existing 500 space County parking garage and the new 800 space County parking garage described in Section 7.3. The resulting 2005 Alternative 2 traffic volumes for the ten intersections are provided in Appendix A and the local turning movements are illustrated on Figures 11 and 12 for the AM and PM Peak Hours respectively. Level of service analyses were also completed for the 2005 Alternative 2 as shown on Table 14. These analyses indicate that there are minor deviations of the level of service at a few intersections compared to the No-Build and Alternative 1 (Preferred) conditions. However, all of the levels of service are at LOS D or better which again is within acceptable limits for peak hour traffic. CRI Transportation Impact Analysis Page 32 June 2002