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City of Santa Ana Environmental Checklist <br />Table 3 -23. Existing Plus Project (Phases I and II) - Peak Hour Intersection Capacity Analysis <br />Fairview Street at <br />C <br />AM <br />>50.0 (0.7) <br />F (A) <br />Existing Plus <br />F (A) <br />Significant <br />No <br />Huckleberry Roadz <br />Existing <br />>50.0 (0.6) <br />Project <br />>50.0 (0.6) <br />Impact <br />0 <br />No <br />Minimum <br />C <br />V/C or <br />>50.0 (0.7) <br />V/C or <br />>50.0 (0.7) <br />F (A) <br />0 <br />No <br />Acceptable <br />Peak <br />Delay <br />>50.0 (1.2) <br />Delay <br />>50.0 (1.2) <br />F (A) <br />Yes/ <br />Key Intersection <br />LOS <br />Hour <br />(seconds)3 <br />LOS4 <br />(seconds)3 <br />LOS4 <br />A <br />No <br />Phase I <br />17th Street/ <br />PM <br />0.904 <br />E <br />0.908 <br />E <br />0.004 <br />Fairview Street at <br />D <br />AM <br />0.667 <br />B <br />0.673 <br />B <br />0.006 <br />No <br />Trask Avenue' <br />Phase It <br />PM <br />0.661 <br />B <br />0.664 <br />B <br />0.003 <br />No <br />Fairview Street at <br />C <br />AM <br />>50.0 (4.4) <br />F (A) <br />>50.0 (5.5) <br />F (A) <br />1.1 <br />No <br />Edna Driven <br />Trask Avenue' <br />PM <br />>50.0 (10.1) <br />F (g) <br />>50.0 (11.1) <br />F (B) <br />1.0 <br />No <br />Fairview Street at <br />C <br />AM <br />>50.0 (0.7) <br />F (A) <br />>50.0 (0.7) <br />F (A) <br />0 <br />No <br />Huckleberry Roadz <br />PM <br />>50.0 (0.6) <br />F (A) <br />>50.0 (0.6) <br />F (A) <br />0 <br />No <br />Fairview Street at <br />C <br />AM <br />>50.0 (0.7) <br />F (A) <br />>50.0 (0.7) <br />F (A) <br />0 <br />No <br />Strawberry Lane2 <br />PM <br />>50.0 (1.2) <br />F (A) <br />>50.0 (1.2) <br />F (A) <br />0 <br />No <br />Fairview Street at <br />D <br />AM <br />0.693 <br />B <br />0.699 <br />B <br />0.006 <br />No <br />17th Street/ <br />PM <br />0.904 <br />E <br />0.908 <br />E <br />0.004 <br />No <br />Westminster Avenue' <br />Phase It <br />Fairview Street at <br />D <br />AM <br />0.667 <br />B <br />0.675 <br />B <br />0.008 <br />No <br />Trask Avenue' <br />PM <br />0.661 <br />B <br />0.665 <br />B <br />0.004 <br />No <br />Fairview Street at <br />C <br />AM <br />>50.0 (4.4) <br />F (A) <br />>50.0 (6.0) <br />F (A) <br />1.6 <br />No <br />Edna Drivel <br />PM <br />>50.0 (10.1) <br />F (B) <br />>50.0 (11.6) <br />F (B) <br />1.5 <br />No <br />Fait-view Street at <br />C <br />AM <br />>50.0 (03) <br />F (A) <br />>50.0 (0.8) <br />F (A) <br />0.1 <br />No <br />Huckleberry Road2 <br />PM <br />>50.0 (0.6) <br />F (A) <br />>50.0 (0.6) <br />F (A) <br />0 <br />No <br />Fairview Street at <br />C <br />AM <br />>50.0 (0.7) <br />F (A) <br />>50.0 (0.8) <br />F (A) <br />0.1 <br />No <br />Strawberry Lane2 <br />PM <br />>50.0 (1.2) <br />F (A) <br />>50.0 (1.3) <br />F (A) <br />0.1 <br />No <br />Fairview Street at <br />D <br />AM <br />0.693 <br />B <br />0.701 <br />C <br />0.008 <br />No <br />17th Street/ <br />PM <br />0.904 <br />E <br />0.910 <br />E <br />0.006 <br />No <br />Westminster Avenue' <br />Notes: <br />1. Signalized Intersection. V/C for intersections based on application of Intersection Capacity Utilization methodology using Traffix <br />software. V/C = Volume / Capacity Ratio. <br />2. Side-s treet stop- controlled intersection. Worst case movement delay and average delay for intersections based on application of <br />2000 HCM Unsignalized methodology. Delay, in seconds, was calculated using Traffix software. <br />3. V/C is reported for signalized intersections. Worst case movement delay followed by average intersection delay in parentheses is <br />reported for unsignalized intersections. <br />4. LOS based on V/C reported for signalized intersections. LOS for worst case movement delay followed by LOS for average <br />intersection delay in parentheses is reported for unsignalized intersections. <br />A = Project change <br />Source: Fehr& Peers, Traffic Impact Analysis, 2012. <br />t ne Academy Charter High school 3 95 tune 2012 <br />Initial Study /Mitigated Negative Declaration ICF 00914.11 <br />31 B -175 <br />