Laserfiche WebLink
CW of Santa Ana -Park View at Town and Country Manor <br />and Traffic Draft EIR <br />Table 4.6.26 (cont.): Summary of Peak Hour Intersection Operation <br />General Plan Buildout With Project After Mitigation <br />General Plan Buildout (2030) - Freeway Mainline <br />Impact 4.6 -6 The project would not cause deficient conditions on the freeway mainline, and <br />would not have a significant impact on any freeway segment under General Plan <br />(2030) Buildout conditions. <br />Impact Analysis <br />General Plan (2030) Buildout Without the Project - Freeway Mainline Analysis <br />General Plan Buildout peak hour freeway volumes and analysis results, by segment and by direction, <br />are summarized in Table 4.6 -27. Table 4.6 -27 indicates that by Year 2030, when the area is assumed <br />to be built out, and assuming the freeway remains configured as it is today, the freeway segments <br />would continue to operate at LOS C or better in both peak hours, in both directions. <br />Table 4.6.27: Summary of Freeway Segment Operation General Plan Buildout Without Project <br />Freeway Segment <br />Signalized Intersections <br />Town & Country Road / SR -22 EB Ramps <br />AM Peak Hour <br />Delay/ICU <br />LOS <br />PM Peak Hour <br />DelayllCU <br />LOS <br />5 <br />WithoutProjectWithoutMitigation <br />208.8 <br />F <br />89.7 <br />F <br />5 <br />With Project Without Mitigation <br />214.2 <br />F <br />91.2 <br />F <br />C <br />With Project With Mitigation <br />128.5 <br />F <br />65.7 <br />E <br />6 <br />Town & Country Road /Parker Street <br />C <br />Glassell Street to Tustin Avenue <br />5 <br />5,181 <br />15.9 <br />Without Project Without Mitigation <br />0.942 <br />E <br />1.043 <br />F <br />4 <br />With Project Without Mitigation <br />0.944 <br />E <br />1.044 <br />F <br />C <br />With Project With Mitigation <br />0.847 <br />D <br />0.836 <br />D <br />Notes: <br />ICU = Intersection Capacity Utilization <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 Buildout (2030) - Freeway Mainline <br />Impact 4.6 -6 The project would not cause deficient conditions on the freeway mainline, and <br />would not have a significant impact on any freeway segment under General Plan <br />(2030) Buildout conditions. <br />Impact Analysis <br />General Plan (2030) Buildout Without the Project - Freeway Mainline Analysis <br />General Plan Buildout peak hour freeway volumes and analysis results, by segment and by direction, <br />are summarized in Table 4.6 -27. Table 4.6 -27 indicates that by Year 2030, when the area is assumed <br />to be built out, and assuming the freeway remains configured as it is today, the freeway segments <br />would continue to operate at LOS C or better in both peak hours, in both directions. <br />Table 4.6.27: Summary of Freeway Segment Operation General Plan Buildout Without Project <br />Freeway Segment <br />Lanes <br />AM Peak Hour <br />Density <br />(P In) <br />Vol. In) <br />PM Peak Hour <br />Density <br />(p In) <br />Vol. In) LOS <br />SR -22 Eastbound <br />I -5 /SR 57 to Main Street <br />5 <br />4,882 <br />15.0 <br />B <br />6,630 <br />20.4 <br />C <br />Main Street to Glassell Street <br />5 <br />5,231 <br />16.1 <br />B <br />7,103 <br />21.9 <br />C <br />Glassell Street to Tustin Avenue <br />5 <br />5,181 <br />15.9 <br />B <br />7,036 <br />21.6 <br />C <br />Tustin Avenue to SR-55 <br />4 <br />4,335 <br />16.7 <br />B <br />5,886 <br />22.6 <br />C <br />4.6 -34 Michael Bmndman Associates <br />H\Cl t(PN- JMb327b32]0030DEai 3270030 Sec0 Tmspo md¢ <br />