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_ �.�-3 � ,�,m �o.�n �a_u� x�aa,c;�. rro,«� Table 2 ' Daily and Palc Honr Trip Generatlon Compaeiaon � Pal� Hour Trt s* . Pro ect Akernative D Td s- Total - In Oat F ved 'ect - 13,458 1,199 - .564 - 636 Revised Pro'xt 11,640 1,081 548 533 . Di erence -818 -118 -16 -103 %Di erence -7% -1� -3% -16% Sonr A ved Pro�ect 18,531 2,099 1 098 1,001 Revised Pro'ect 18,498 2,080 1,087 993 Di erence -33 -19 -11 -8 % Di erence 0% -1 % - -1 % -1 % • Friday peak hour is 4:00 W 5:00 PM; Sawrday peak ho� is 3:00 W 4:00 PM. Source: Fehr & Peers Associata, Inc. Infom�etion for approved project from FEIR, Tables B 1 and B2 (p. B2). Trips generated by the revised project were assigned to the steet network based on the assignments used in the EIR (Figure 26, p. 78 of the DEIR), modified to reflect the charactcristics of the nvised project (specifically, the provision of pazldng on Block 1 and the addition of 100 net new pazldng spaces on Block 2). Figure Al, in the Appendix to this Addendum, illushates the trip assignmrnts at intersections adjacent to the project site for the revised project configuration that would provide 690 puldng spaces (590 on Block i and 100 on Block 2), respectively. In general, because the number of hips generated by the revised project would be lower than the number generated by the approved project diuing both the Friday PM peak period and Saturday aftemoons, inter- section levels of service are reasonably expected to be no worse with the revised project than with the approved project. Exceptions to this grneral conclusion could occur, however, where the trip distribution assignments were adjusted to reflect the change in parldng availability on Blocks 1 and 2. Therefore, the analysis of intersection operations focused on intersections in the immediate vicinity of the project site: 8 Broadway/Middlefield Road 9 Broadway/Jefferson Avenue 13 Middlefieid Road/Jefferson Avenue 14 Middlefield Road/Winslow Street Impacts of the revised project on levels of service at these intersections aze evaluated in Tables 3(base- line-plus-project conditions) and 4.{cumulative conditions). Baseline Tra�e Conditions The baseline condition is defined as the existing condition plus expected changes that aze not associated with the proposed project. In this analysis, the "expected ch2nges that are not associated with the pro- posed projecY' are traffic associated with the Fox Theater and 500 Arguello. Table 3 indicates that, in the baseline condition, all four intersections would operate at acc�,ptable levels of scrvice with any of the 15