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Dowling Associates, Inc. <br />Transportation Engineering • Planning• Research• Education '..~< <br />Table 3 presents the results of the Existing+Approved peak hour level of service <br />calculations. The LOS calculation sheets are included in the Appendix. These <br />results indicate that the intersection of Stanley Boulevard & Valley Avenue would <br />operate unacceptably at LOS E during both the AM and PM peak hours. The other <br />study intersections would operate acceptably at LOS D or better during the peak <br />hours. <br />Table 3 <br />Intersections Levels of Service <br />Existin8 + Aonroved <br /> Approved <br /> Traffic Conditions <br /> Intersection Control Time 2003 Plus Bernal <br /> <br /> Delay LOS <br />1 Stanley Bl. @ Valley Ave. Signal AM <br />2 Bernal Ave. @ Valley Ave. Signal AM 18.3 B <br /> 32.1 C <br />3 Vineyard Ave. @ Isabel Ave. Signal AM 10.5 B <br /> 11.4 B <br />4 Vineyard Ave. @ Ruby Hill Bl. Signal AM 37.9 D <br /> 10.6 B <br />5 Bernal Ave. @ Vineyard Ave. Signal <br />AM <br />29.0 <br />C <br /> 14.2 B <br />Source: Dowling Associates <br />Existing +Approved + Project Conditions <br />For this analysis case, the traffic generated by the proposed Ruby Hill conversion <br />was added to the Existing+Approved traffic volume levels. Tables 4 and 5 detail the <br />trip generation rates and estimated project traffic, respectively. <br />Table 4 <br />Trip Generation Rates <br /> AM Rates PM Rates <br />Use Total In Out Total In Out <br />Restaurant -Quality 0.81 0.66 0.15 7.49 5.02 2.47 <br />Source: City of Pleasanton <br />Traffic Analysis Page 7 <br />Ruby Hill Conversion, Pleasanton <br />