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2011-022 - Addendum to the FInal Environmental Impact Report No. 2004-02
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2011-022 - Addendum to the FInal Environmental Impact Report No. 2004-02
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4/22/2011 1:51:07 PM
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Resolution
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2011-022
Date
4/4/2011
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Table 1- AM /PM Peak Hour Intersection Analysis <br />Existing Conditions <br />Signalized Intersections <br />AM Peak Hour <br />PM Peak Hour <br />LOS "E" <br />ICU Method <br />ICU/LOS <br />ICU/LOS <br />OK <br />Main Street at Dyer Road <br />0,6691 B <br />0.8151 D <br />Main Street at MacArthur Boulevard <br />0,6651 B <br />0.6791 B <br />x <br />Main Street at Sandpointe Avenue <br />0.2971 A <br />0.4691 A <br />Main Street at Sunflower Avenue <br />0.3931 A <br />0.7041 C <br />MacArthur Place at MacArthur Boulevard <br />0.6871 B <br />0.6741 B <br />x <br />SR -55 SB Ramps at MacArthur Boulevard <br />0.6941 B <br />0.6161 B <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />0.7571 C <br />0.6331 B <br />Red Hill Avenue at MacArthur Boulevard <br />0.5581 A <br />0.7911 C <br />x <br />HCM Method <br />Delay /LOS <br />Delay /LOS <br />SR -55 SB Ramps at MacArthur Boulevard <br />18.91 B <br />17,1 1 B <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />19.61 B <br />16.71 B <br />Note: ICU Delay is in seconds/vehicle <br />As shown in Table 1, all study intersections operate at an acceptable level of service during the AM <br />and PM peak hours for Existing Conditions. <br />Opening Year Without Project Conditions <br />For purposes of analysis, opening year was projected at year 2013. Opening year traffic increases were <br />derived using the existing (2010) traffic volumes plus 1% annual growth rate from 2010 to 2013. <br />Traffic increases also considered other approved developments that may generate additional traffic. <br />The City identified one relevant project at 1501 West MacArthur Boulevard (9,800 square feet of <br />commercial use). Trips generated by the cumulative project were included in the opening year forecast. <br />Table 2 summarizes the result of the LOS analyses for existing without project, plus cumulative <br />development. <br />Table 2 - AM/PM Peak Hour Intersection Analysis <br />Opening Year (2013) Without Project Conditions <br />Signalized Intersections <br />AM Peak Hour <br />PM Peak Hour <br />LOS "E" <br />ICU Method <br />ICU/LOS <br />ICU/LOS <br />OK <br />Main Street at Dyer Road <br />0.6871 B <br />0.8391 D <br />Main Street at MacArthur Boulevard <br />0.6841 B <br />0.6981 B <br />x <br />Main Street at Sandpointe Avenue <br />0.3081 A <br />0.4811 A <br />Main Street at Sunflower Avenue <br />0.4051 A <br />0.7251 C <br />MacArthur Place at MacArthur Boulevard <br />0.7061 C <br />0.6941 B <br />x <br />SR -55 SB Ramps at MacArthur Boulevard <br />0.7141 C <br />0.6341 B <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />0.7881 C <br />0.6511 B <br />Red Hill Avenue at MacArthur Boulevard <br />0.5741 A <br />0.8131 D <br />x <br />HCM Method <br />Delay /LOS <br />Delay /LOS <br />SR -55 SB Ramps at MacArthur Boulevard <br />19.31 B <br />17.41 B <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />20.11 C <br />16.91 B <br />Note: ICU Delay is in seconds/vehicle <br />As indicated in Table 2, all intersections will operate at acceptable LOS for the Opening Year Without <br />Project conditions. <br />MacArthur Place South E!R - 2011 Addendum 38 <br />
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