Laserfiche WebLink
City of Santa Ana -Park View at Town and Country Manor <br />Draft EIR <br />and Traffic <br />Table 4.6.6 (cont.): Summary of Peak Hour Intersection Operation - Existing Conditions <br />Unsignalized Intersections' Delay I LOS Delav LO <br />Memory Lane/Lawson Way" 12.7 B 16.6 C <br />Notes: <br />' Signalized intersections in the Cities of Santa Ana and Orange are evaluated using the Intersection Capacity <br />Utilization methodology. <br />2 Signalized intersections under Caltrans control are evaluated using the Highway Capacity Manual methodology. <br />3 Unsignalized intersections are evaluated using the Highway Capacity Manual methodology. <br />° Intersection within a Major Development Area in the City of Santa Ana have a LOSE criteria. <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town & Country Manor, Kimley -Horn <br />Associates, Inc., June 2009. <br />Existing Conditions - Freeway Segments <br />Existing peak hour freeway volumes and analysis results, by segment and by direction, are <br />summarized in Table 4.6 -7. Table 4.6 -7 indicates that all study freeway segments are currently <br />operating at LOS C or better in both peak hours. <br />Table 4.6 -7: Summary of Freeway Segment Operation Existing Conditions <br />AM Peak Hour PM Peak Hour <br />nsity Density <br />Freeway Segment Lanes mil (pGmi/ <br />. i i V i Inl <br />SR -22 Eastbound <br />1-5/SR-57 to Main Street <br />AM Peak <br />3,969 <br />12.2 <br />B <br />5,390 <br />Hour <br />B <br />PM Peak <br />Hour <br />Caltrans Controlled Signalized Intersections' <br />la <br />LOS <br />Del <br />LOS <br />Town &Country Road Main Street° <br />0.379 <br />A <br />0.594 <br />A <br />Town &Country Road Parker Street <br />0.569 <br />A <br />0.595 <br />A <br />Main Street/Memory Lane ° <br />0.419 <br />A <br />0.510 <br />A <br />La Veta Avenue/ <br />20.7 <br />C <br />22.2 <br />C <br />SR -22 WB Ramps <br />Town & Country Road/SR -22 EB Ramps <br />29.0 <br />C <br />32.0 <br />C <br />Main Street/1-5 NB Off -Ramp/ <br />24.9 <br />C <br />34.0 <br />C <br />Edgewood Road/1-5 HOV Ramps <br />Main Street/1-5 SB Off -Ramp /Santa Clam Avenue/I -5 NB On -Ramp <br />34.3 C <br />38.0 D <br />AM Peak <br />Hour <br />PM Peak Hour <br />Unsignalized Intersections' Delay I LOS Delav LO <br />Memory Lane/Lawson Way" 12.7 B 16.6 C <br />Notes: <br />' Signalized intersections in the Cities of Santa Ana and Orange are evaluated using the Intersection Capacity <br />Utilization methodology. <br />2 Signalized intersections under Caltrans control are evaluated using the Highway Capacity Manual methodology. <br />3 Unsignalized intersections are evaluated using the Highway Capacity Manual methodology. <br />° Intersection within a Major Development Area in the City of Santa Ana have a LOSE criteria. <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town & Country Manor, Kimley -Horn <br />Associates, Inc., June 2009. <br />Existing Conditions - Freeway Segments <br />Existing peak hour freeway volumes and analysis results, by segment and by direction, are <br />summarized in Table 4.6 -7. Table 4.6 -7 indicates that all study freeway segments are currently <br />operating at LOS C or better in both peak hours. <br />Table 4.6 -7: Summary of Freeway Segment Operation Existing Conditions <br />AM Peak Hour PM Peak Hour <br />nsity Density <br />Freeway Segment Lanes mil (pGmi/ <br />. i i V i Inl <br />SR -22 Eastbound <br />1-5/SR-57 to Main Street <br />5 <br />3,969 <br />12.2 <br />B <br />5,390 <br />16.6 <br />B <br />Main Street to Glassell Street <br />5 <br />4,253 <br />13.1 <br />B <br />5,775 <br />17.8 <br />B <br />Glassell Street to Tustin Avenue <br />5 <br />4,212 <br />13.0 <br />B <br />5,720 <br />17.6 <br />B <br />Michael Brandman Associates <br />H\Cl t(PN- JMb32]b32]003MMVB2]0030 Sec0 Tmspo md¢ <br />4.6 -11 <br />