Laserfiche WebLink
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 <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 />0.8621 D <br />0.892 / D <br />Out <br />Main Street at MacArthur Boulevard <br />0.7251 C <br />0.8091 D <br />x <br />Main Street at Sandpointe Avenue <br />0.3221 A <br />0.5421 A <br />0.35 <br />Main Street at Sunflower Avenue <br />0.6731 B <br />0.7931 C <br />Lake Towers (High -rise <br />Apartment) <br />MacArthur Place at MacArthur Boulevard <br />0.7631 C <br />0.7761 C <br />x <br />SR -55 SB Ramps at MacArthur Boulevard <br />0.7711 C <br />0.7191 C <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />0.833 / D <br />0.691 / B <br />150 DU <br />Red Hill Avenue at MacArthur Boulevard <br />0.6361 B <br />0.835 I D <br />x <br />HCM Method <br />Delay /LOS <br />Delay /LOS <br />Business Hotel <br />SR -55 SB Ramps at MacArthur Boulevard <br />20.31 C <br />17.51 B <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />21.41 C <br />17.61 B <br />0.62 <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 />Land Use <br />ITE <br />Code <br />Quantity* <br />Peak Hour <br />AM <br />PM <br />Daily <br />In <br />Out <br />Total <br />In <br />Out <br />Total <br />Condominium Project <br />(5 story condo) <br />230 <br />300 dwelling units <br />0.07 <br />0.37 <br />0.44 <br />0.35 <br />0.17 <br />0.52 <br />5.81 <br />Lake Towers (High -rise <br />Apartment) <br />222 <br />175 dwelling units* <br />0.08 <br />0.22 <br />0.30 <br />0.21 <br />0.14 <br />0.35 <br />4.20 <br />Condominium Project <br />(Cinema Tower) <br />232 <br />150 DU <br />0.06 <br />0.28 <br />0.34 <br />0.24 <br />0.14 <br />0.38 <br />4.18 <br />Business Hotel <br />312 <br />185 occupied rooms ** <br />0.34 <br />0.24 <br />0.58 <br />0.37 <br />0.25 <br />0.62 <br />7.27 <br />Source: ITE (Institute of Transportation Engineers) Trip Generation Manual, 8th 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 39 <br />