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City of Santa Ana -Park View at Town and Country Manor <br />and Traffic Draft EIR <br />Table 4.6.18: Summary of Peak Hour Ramp Queuing Opening Year (2013) Without Project <br />8501 Percentile <br />Available Queue Length <br />Opening Year (2013) With the Project —Ramp Queuing Analysis <br />Opening Year 2013 With Project peak hour ramp queuing analysis results are summarized in Table <br />4.6 -19. Table 4.6 -19 indicates that with the addition of project traffic, the 85th percentile queue <br />lengths at the ramp intersections would continue to be within the available queuing distance on each <br />off -ramp. The project would not cause the queues on the off -ramps to exceed the available queue <br />distances. The project would not have a significant impact on the ramp operation during the Opening <br />Year 2013. <br />Table 4.6.19: Summary of Peak Hour Ramp Queuing Opening Year (2013) With Project <br />Queue <br />(ft) <br />Distance (ft) <br />Available <br />Queue Length <br />SR-22 WB at La Veta Avenue <br />1,300 <br />445 <br />466 <br />SR-22 EB at Town & Country Road <br />(ft) <br />1,300 <br />Distance (ft) <br />393 <br />358 <br />I -5 NB at Main Street <br />P <br />900 <br />1,300 <br />469 <br />439 <br />I -5 SB at Main Street <br />0 <br />1,100 <br />1,300 <br />353 <br />276 <br />Notes: <br />0 <br />I -5 NB at Main Street <br />900 <br />WB = Westbound EB = Eastbound <br />NB = Northbound SB = <br />Southbound <br />0 <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town & Country Manor, <br />Kimley -Horn <br />354 <br />Associates, Inc., June 2009. <br />1 <br />0 <br />Notes: <br />Opening Year (2013) With the Project —Ramp Queuing Analysis <br />Opening Year 2013 With Project peak hour ramp queuing analysis results are summarized in Table <br />4.6 -19. Table 4.6 -19 indicates that with the addition of project traffic, the 85th percentile queue <br />lengths at the ramp intersections would continue to be within the available queuing distance on each <br />off -ramp. The project would not cause the queues on the off -ramps to exceed the available queue <br />distances. The project would not have a significant impact on the ramp operation during the Opening <br />Year 2013. <br />Table 4.6.19: Summary of Peak Hour Ramp Queuing Opening Year (2013) With Project <br />Level of Significance Before Mitigation <br />Less than significant. <br />Mitigation Measures <br />No mitigation measures required. <br />4.6 -24 Michael Brandman Associates <br />H\Cl t" JMb327b32700301DEai 3270030 Sec0 Tmspo md¢ <br />8e Percentile <br />Available <br />Queue Length <br />Project <br />Impact <br />Queue <br />(ft) <br />(ft) <br />Off -Ramp <br />Distance (ft) <br />AM <br />PM <br />AM <br />P <br />SR-22 WB at La Veta Avenue <br />1,300 <br />445 <br />466 <br />0 <br />0 <br />SR 22 EB at Town & Country Road <br />1,300 <br />399 <br />358 <br />6 <br />0 <br />I -5 NB at Main Street <br />900 <br />469 <br />439 <br />0 <br />0 <br />I -5 SB at Main Street <br />1,100 <br />354 <br />276 <br />1 <br />0 <br />Notes: <br />WB = Westbound EB = Eastbound NB = Northbound <br />SB = Southbound <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town & Country Manor, Kimley <br />-Horn <br />Associates, Inc., June 2009. <br />Level of Significance Before Mitigation <br />Less than significant. <br />Mitigation Measures <br />No mitigation measures required. <br />4.6 -24 Michael Brandman Associates <br />H\Cl t" JMb327b32700301DEai 3270030 Sec0 Tmspo md¢ <br />