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Table 5 - Proposed Overall Site Trip Generation Summary <br /> Peak Hour <br /> AM PM <br />Land Use ITE Code Quantity In Out Total In Out Total Daily <br />Opening Year (2013) <br />Condominium Project <br />(5 story condo) 230 300' dwelling units 21 111 132 105 51 156 1,743 <br />Lake Towers (High-rise <br />Apartment) 222 175 dwelling units 14 39 53 37 25 61 735 <br />Business Hotel 312 185 occupied rooms 63 44 107 68 46 115 1,345 <br />Subtotal 98 194 292 210 122 332 3,823 <br />Internal capture (5%) 5 10 15 11 6 17 191 <br />Total 93 184 277 200 116 315 3,632 <br />Lon Range 2035 <br />Condominium Project <br />(5 story condo) 230 300' dwelling units 21 111 132 105 51 156 1,743 <br />Lake Towers (High-rise <br />Apartment) 222 175 dwelling units 14 39 53 37 25 61 735 <br />Condominium Project <br />(Cinema Tower) 222 150 dwelling units 9 42 51 36 21 57 627 <br />Business Hotel 312 185 Occupied Rooms 63 44 107 68 46 115 1,345 <br />Subtotal 107 236 343 246 143 389 4,450 <br />Internal Capture (5%) 5 12 17 12 7 19 222 <br />Total 102 224 326 234 136 370 4,227 <br />Source: ITE (Institute of Transportation Engineers) Trip Generation Manual, 8(h Edition, 2008 <br />'Expanded from 276 du to 300 du in comparison with the Addendum to Final Environmental Impact Report No. 2004.02, March 2009. <br />Opening year conditions with a total of 300 dwelling units (175 "for-rent" units) and a 185-room <br />business hotel generate approximately 3,632 daily trips with 277 AM peak hour trips and 315 PM peak <br />hour trips. Long-term conditions with a total of 450 dwelling units (300 dwelling units in 5-story <br />buildings plus 154 dwelling units in the Cinema Tower), 175 for-rent condominium units and a 185- <br />room business hotel will generate 4,227 daily trips with 326 AM peak hour trips and 370 PM peak <br />hour trips. <br />Project trip distribution has been modified slightly from the original traffic study analysis. The 2011 <br />Traffic Study includes a proposed Alton Avenue overpass at the SR-55 freeway with direct <br />connections to the SR-55 HOV lanes. The interchange was not considered in project opening year, but <br />was included in the long-range 2035 analysis. Traffic projected to utilize Alton Avenue and the HOV <br />interchange was manually distributed to the parallel roadway - MacArthur Boulevard. The re- <br />distributed traffic is a beneficial feature to long-range trip distribution patterns. <br />Opening Year (2013) With Project Conditions <br />Table 6 illustrates the result of the level of service analyses for opening year. As indicated in the table, <br />all intersections will operate at acceptable LOS for the opening year with project conditions. <br />MacArthur Place South EIR - 2011 Addendum <br />40 <br />75B-85