Laserfiche WebLink
City of Santa Ana -Park View at Town and Country Manor <br />and Traffic Draft EIR <br />Table 4.6.21: Summary of Freeway Weave Analysis Opening Year (2013) With Project <br />AM Peak Hour <br />PM Peak Hour <br />Density <br />Density <br />Freeway Segment Lanes <br />(pGmi /In) LOS <br />(pGmi /In) <br />LOS <br />SR -22 Eastbound <br />I -5 /SR 57 to Main Street <br />5 <br />22.8 <br />B <br />30.5 <br />C <br />Main Street to Glassell Street <br />5 <br />19.4 <br />B <br />31.9 <br />C <br />SR -22 Westbound <br />Glassell Street to Main Street <br />5 <br />29.8 <br />C <br />26.0 <br />C <br />Main Street to 1-5/SR-57 <br />5 <br />23.6 <br />B <br />24.3 <br />C <br />Notes: <br />Density is expressed in terms of passenger cars per lane mile in the weaving section. <br />The freeway weaving segment LOS criteria is based on Exhibit 24 -2 in the Highway Capacity Manual 2000. <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town & Country Manor, <br />Kimley -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 />Level of Significance After Mitigation <br />Less than significant. <br />General Plan Buildout (2030) - Traffic Increase and Level of Service Standards <br />Impact 4.6 -5 The project would cause an increase in traffic, which is substantial in relation to the <br />existing traffic load and capacity of the street system (i.e., result in a substantial <br />increase in either the number of vehicle trips, the volume to capacity ratio on roads, <br />or congestion at intersections). <br />The project would exceed, either individually or cumulatively, a level of service <br />standard established by the county congestion management agency for designated <br />roads or highways. <br />[CEQA Transportation and Traffic Thresholds 15(a) and 15(b)] <br />Impact Analysis <br />General Plan (2030) Buildout Conditions <br />Forecast peak hour volumes for the Buildout condition were developed using the Orange County <br />Traffic Analysis Model (OCTAM), which is developed and maintained by the Orange County <br />Transportation Authority (OCTA). General Plan Buildout conditions assume buildout of all land uses <br />as well as the transportation infrastructure assumed in the City's General Plan. <br />4.6 -26 Michael Brandman Associates <br />H\Cl t(PN- JMb327b32]0030TKRi 3270030 Sec0 Tmspo md¢ <br />