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Long Range (2035) Without Project Conditions <br />The year 2035 was selected by KOA for analysis based on the latest OCTA OCTAM 3.3 traffic model <br />buildout year 2035, which assumes construction of direct-access HOV drop ramps at SR-55/Alton <br />Parkway. Table 3 summarizes the results of the LOS analyses for this scenario. <br />Table 3 - AM/PM Peak Hour Intersection Analysis <br />Long Range (2035) Without Project Conditions <br />Signalized Intersections AM Peak Hour PM Peak Hour LOS "E" <br />ICU Method ICUILOS ICU/LOS OK <br />Main Street at Dyer Road 0.862 / D 0.8921 D <br />Main Street at MacArthur Boulevard 0.725 / C 0309 / D X <br />Main Street at Sandpointe Avenue 0.3221 A 0.5421 A <br />Main Street at Sunflower Avenue 0,673 / B 0.793 / C <br />MacArthur Place at MacArthur Boulevard 0.763 / C 0.776 / C X <br />SR-55 SB Ramps at MacArthur Boulevard 0.771 / C 0.719 / C X <br />SR-55 NB Ramps at MacArthur Boulevard 0.833 / D 0.691 / B <br />Red Hill Avenue at MacArthur Boulevard 0.636 / B 0.835 / D X <br />HCM Method Delay/LOS Delay/LOS <br />SR-55 SB Ramps at MacArthur Boulevard 20.3 / C 17.5 / B X <br />SR-55 NB Ramps at MacArthur Boulevard 21.4 / C 17.6 / B <br />Note: ICU Delay is in seconds/vehicle <br />As indicated, all study intersections are forecast to operate at acceptable LOS for the Long Range <br />Without Project conditions. <br />Project Trips <br />Project-related traffic consists of trips on any portion of the street system that will begin or end at the <br />project site as a result of the development of the proposed project and is a function of the extent and <br />type of development proposed for the site. Trip generation is a measure of the number of trips that will <br />be made to or from the project. Project trip generation was calculated in accordance with the Institute <br />of Transportation Engineers (ITE) publication Trip Generation (8`h Edition, 2008). Table 4 presents the <br />trip generation rates. Table 5 shows daily and peak hour trip generation for the project site under <br />opening year (2013) and long range (2035) conditions. <br />Table 4 - Project Trip Generation Rates <br /> Peak Hour <br /> ITE AM PM <br />Land Use Code Quantity* In Out Total In Out Total Dally <br />Condominium Project <br />(5 story condo 230 300 dwelling units 0.07 0.37 0.44 0.35 017 0.52 5.81 <br />Lake Towers (High-rise <br />Apartment) 222 175 dwelling units' 0.08 0.22 0.30 0.21 0.14 0.35 4.20 <br />Condominium Project <br />(Cinema Tower) 232 150 DU 0.06 0.28 0.34 0.24 0.14 0.38 4.18 <br />Business Hotel 312 185 occupied rooms** 0.34 0.24 0,58 0.37 0.25 0.62 7.27 <br />source: i it (i nsuwie or Transportation Engineers) I np Generation Manual, 8'n Edition, 2008 <br />' The currently occupied 174 unit portion of the Lake Towers was captured in the traffic count data. Therefore, only the unoccupied portion is included. <br />"Rates were based on the original number of hotel rooms proposed and analyzed in the 2009 Addendum, which is a more conservative analysis. <br />MacArthur Place South EIR - 2011 Addendum <br />39 <br />75B-84