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City of Santa Ana Addendum to the <br />MainPlace Mall Transformation Proiect Fashion Square Commercial Center Final EIR <br />Existing Plus Current Site Entitlement Conditions <br />For informational and comparison purposes, trips that would be generated by <br />development of the Current Entitlements were added to existing peak hour and daily <br />traffic volumes to develop Existing Plus Current Site Entitlements traffic volumes. This <br />analysis shows that the proposed Project would result in less traffic than if the Project <br />site was developed under the Current Entitlements (i.e., what could be developed at the <br />site today). <br />As shown in Table T-9 and Figure T-14, the traffic associated with the proposed Project <br />would result in slightly lower volume -to -capacity (v/c) ratios or delay values at most <br />intersections, when compared to the results for the Current Entitlements at buildout. <br />Intersection #7 (Town and Country Road at SR-22 Eastbound Ramps), would operate <br />at LOS F in the evening peak hour for both scenarios, but would have 8.6 fewer <br />seconds of delay in the proposed Project scenario, compared to the Current Site <br />Entitlements results. <br />In addition, the Current Site Entitlements scenario would cause Intersection # 16 (Main <br />Street at Santa Clara Avenue/1-5 SIB Ramps) to worsen to LOS E, whereas the <br />intersection would operate at LOS D under the proposed Project scenario. Thus, the <br />proposed Project would provide for improved operations in comparison to the current <br />site entitlements. <br />Table T-9: Comparison of Existing Plus Project to Existing Plus Current Site <br />Entitlements Intersection Operations <br />AM Peak Hour <br />PM Peak Hour <br />Proposed <br />Current <br />Difference <br />Proposed <br />Current <br />Difference <br />Project <br />Entitlement <br />(Proposed <br />Project <br />Entitlement <br />(Proposed <br />minus <br />minus <br />Current <br />Current <br />Int. <br />ICU/ <br />ICU/ <br />Entitlement <br />ICU/ <br />LO <br />ICU/ <br />Entitlemen <br /># <br />Intersection <br />Delay <br />LOS <br />Delay <br />LOS <br />s) <br />Delay <br />S <br />Delay <br />LOS <br />ts) <br />1 <br />Main St <br />0.811 <br />D <br />0.842 <br />D <br />-0.031 <br />0.738 <br />C <br />0.740 <br />C <br />-0.002 <br />Chapmmann Ave <br />2 <br />Bedford Rd at La <br />0.698 <br />B <br />0.724 <br />C <br />-0.026 <br />0.667 <br />B <br />0.664 <br />B <br />0.003 <br />Veta Ave <br />3 <br />Main St at La Veta <br />0.635 <br />B <br />0.658 <br />B <br />-0.023 <br />0.705 <br />C <br />0.761 <br />C <br />-0.056 <br />Ave <br />4 <br />La Veta Ave at SR- <br />24.0 <br />C <br />25.1 <br />C <br />-1.1 <br />26.2 <br />C <br />26.3 <br />C <br />-0.1 <br />22 VVB Ramps <br />5 <br />Bedford Rd at Main <br />12.8 <br />B <br />13.9 <br />B <br />-1.1 <br />21.9 <br />C <br />28.0 <br />D <br />-6.1 <br />Place Dr <br />Main St at Main <br />6 <br />Place Dr/ Town and <br />0.565 <br />A <br />0.584 <br />A <br />-0.019 <br />0.688 <br />B <br />0.756 <br />C <br />-0.068 <br />Country <br />7 <br />Town and Country <br />1 47.71 <br />D <br />1 50.7 <br />1 D <br />1 -3.0 <br />1 119.1 <br />1 F <br />1 127.7 <br />1 F <br />1 -8.6 <br />[3 <br />