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_ ��-33� no.mrown Mixed-use ReniVCinem. rto;xc � Table � _. Cnmolative Inte�section Levela of Service _. , l, ' "_ � . . t�lW L n�Yl1�G�0i�lr�V ��i � WMhoat Approved 315 Parldng 550 Parking 690 Parldog Pro a�t Pro xt S Inteisatlon LOS LOS LOS IAS Dels LOS F ' PMPeakHoev 4:00-S.�ODP 8. Broadwa /Middlefield A 4.1 A 4.6 A 4.9 A 5.0 A 5.0 9. Broadwa /Jeffe�t A 4.6 B 7.9 B 6.6 B 73 B 7.5 13. Middle5eld/Jeffe�son - C 20A D 26.0 C 24.9 D 25.4 D 25.8 14. Middleficld/Winslow B 5.4 F a45 - F->45 F >45 F >45 A ernoon Peak Hour :Op-4: 00 P 8. Broadwa /Middlefield A 2.0 A 3.6 A 4.2 A 42 A 4.5 9. Broadwa /Jeffeeson A 43 B 6.5 B 6.0 B 5.8 B 6.4 13. Middlefield/Jefferson C 17.1 D 26.0 C 19.6 C 19.8 C 19.7 14. Middlefield/Winslow A 1.0 A 29 B 63 A 3.1 A 3.1 LOS = Level of Service. LOS with approved project from DEIlt Table 15 (p. 83) for Intasections 8, 9, md 13 and from FEIR Table BS (p. H4) for Intersxaon 14. Delay = Average stopped ddey (in seconds) per vehicle fot signelized intereections md WLl averege delay (in seconds) per vehicle for unsignaliud 'mteneetions. Intasection 14 is �msi�eliud. Sourca Fehr &, Peas Associates,lna. Based on this analysis, the traffic impacts of the revised project would be no more severe than those of the approved project. Impact B6 (unacceptable cumularive operating conditions at the intersection of Middlo- field Road and Winslow Street) would remain, and Mitigation Measure B6 (sigialization of that intersec- tion) would be required to reduce the impact to a less-than-sigiificant level. b. Driveway Operations Block 1 The driveway into the pazldng garage on Block 1 will be locaud on Jefferson Avenue, approximately midway between Broadway and Middlefield Road. Level of service calculations were conducted to evaluate driveway operations. The results indicate that the lefr turn movemenu into the site will ope�au at LOS B or better with all three pazldng space alterna- tives under both Friday evening and Sahaday afternoon peak hoiu conditions. During the Friday evening peak hour, the teft tum movements out of the site aze projected to operate at LOS C with the 315-space alternative, LOS E under the 550-space altcmative, and LOS F under the 690-space alternative. The LOS E and F operations will result in queuing on the project site (i.e., to eacit the pazking guage). The maxi- mum queue (at LOS F) is projected to be five vehicles; this impact is not considered significant, however, notwithstanding the tevel of service designation, because it would not affect uaffic operations on the pub- lic street system. During the Saturday aftemoon peak hour, the left tum movemenis out of the site are projected to operate at LOS B with the 315-space altemative and LOS C with the 550-space and 690-space alternatives. 17