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Z) 9 <br />proposed Orange Grove Road Development <br />Taft Impact Study <br />2006 Ruildout Traffic <br />G]pacity aneiyscs for the year 2006 "build rule conditions were performed to <br />determine the impam the proposed development would bave on the adjacent <br />sueetsystem. Figure 7 shows the total M06 build out peak hour traffic volumes. <br />The results of the capacity analysis for the 2006 build out condt6orvs at the study <br />area intersections are shown in the fallowing table. <br />TABLE 10 <br />Proposed Orange Grove Road Development <br />Year 2006 Build-Out Capacity Analysis Results <br />T61s table shows that a0 of the study area Intersections will operate at as <br />acceptable levebof- service in year 2006 with the addition of the site traffic <br />war <br />Mild out <br />Intersection <br />ws ae Jvenicle delay) <br />AM Peak <br />PM Peak <br />Orange Grove Rra] / Oakdale Dove <br />B (5 ]) <br />A (3 9) <br />(ureignelood) <br />oburten Stood /Oakdale Dove <br />C(323) <br />A(g.1) <br />duanelieal <br />Orion" Grove Road I sca EMrence <br />A(ea) <br />A(g9) <br />nzgnar:ed) <br />— <br />T61s table shows that a0 of the study area Intersections will operate at as <br />acceptable levebof- service in year 2006 with the addition of the site traffic <br />