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City of Santa Ana -Park View at Town and Country Manor <br />Draft EIR <br />Table 4.6.29 (cont.): Summary of Peak Hour Ramp Queuing General <br />Plan Buildout (2030) Without Project <br />Off -Ramp EMU <br />I -5 NB at Main Street <br />I -5 SB at Main Street <br />and Traffic <br />8591 Percentile <br />Available Queue Length <br />Queue (ft) <br />Distance (ft) AM I PM <br />900 277 742 <br />1,100 280 648 <br />Notes: <br />WB = Westbound EB = Eastbound NB = Northbound SB = Southbound <br />Bold indicates queue length that exceeds capacity. <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town & Country Manor, Kimley -Horn <br />Associates, Inc., June 2009. <br />General Plan (2030) Buildout With the Project - Ramp Queuing Analysis <br />General Plan Buildout With Project peak hour ramp queuing analysis results are summarized in Table <br />4.6 -30. Table 4.6 -30 indicates that with the addition of project traffic, the 85th percentile peak hour <br />queue lengths at all ramp intersections would continue to be within the available queue distance with <br />the exception of one off -ramp. The SR -22 eastbound off -ramp at Town & Country Road will <br />continue to exceed the available queue distance. However, the project is forecasted to lengthen the <br />queue by only seven feet, which represents less than one vehicle. KHA indicates in the Traffic <br />Impact Study that they believe the project would not have a significant impact on the ramp operation <br />during General Plan Buildout conditions. <br />Table 4.6 -30: Summary of Peak Hour Ramp Queuing General Plan Buildout (2030) With Project <br />Level of Significance Before Mitigation <br />Less than significant. <br />Michael Brandman Associates 4.6 -37 <br />H\Cl t(PN- JMb32]b32]003MMVB2]0030 Sec01 Tmspo md¢ <br />Be Percentile <br />LEffff-Ramp <br />Available <br />Queue Length <br />Project <br />Impact <br />Queue <br />(ff) <br />(ft) <br />Distance (ft) <br />AM PM <br />AM <br />PM <br />SR-22 WB at La Veta Avenue <br />1,300 <br />291 315 <br />-1 <br />0 <br />SR-22 EB at Town & Country Road <br />1,300 <br />1,960 <br />657 <br />7 <br />0 <br />I -5 NB at Main Street <br />900 <br />277 <br />742 <br />0 <br />0 <br />I -5 SB at Main Street <br />1,100 <br />281 <br />648 <br />1 <br />0 <br />Notes: <br />WB = Westbound EB = Eastbound <br />NB = Northbound <br />SB = Southbound <br />Bold indicates queue length that exceeds capacity. <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town <br />& Country Manor, Kimley <br />-Horn <br />Associates, Inc., June 2009. <br />Level of Significance Before Mitigation <br />Less than significant. <br />Michael Brandman Associates 4.6 -37 <br />H\Cl t(PN- JMb32]b32]003MMVB2]0030 Sec01 Tmspo md¢ <br />