Laserfiche WebLink
KOA CORPORATION <br />:PLANNING & ENGINEERING <br />Forecast Peak Hour Intersection Level of Service <br />The future "WITH Project intersection level of service in the AM and PM peak hours for intersections affected <br />by the change in trip distribution is summarized in Table I below. The buildout "WITH Project" intersection level <br />of service for the "WITH Project" conditions is summarized in Table 2. <br />Table I <br />AMIPMPeak Hour Intersection Performance I <br />Future WITH Project Conditions <br />Intersection <br />AM Peak Hour <br />PM Peak flour <br />Unsignalized Intersections (Level of Service I Delay) <br />Delay 2 <br />LOS 2 <br />Delay2 <br />LOS 2 <br />Santa Clara Avenue at Wright Street <br />14:5 <br />B <br />34.3 <br />D <br />Santa Clara Avenue at Project Access <br />11.3 <br />B <br />13.9 <br />B <br />Wright Street at Avalon Avenue <br />9.9 <br />A <br />9.6 <br />A <br />Note It For intersections affected by change In project trip distribution <br />Note 2: LOS = Level of Service; Delay In Seconds /Vehicle Average <br />Table 2 <br />AM/PM Peak Hour Intersection Performance I <br />BuildoutWITH Project Conditions <br />Intersection <br />I AM Peak Hour <br />I PM Peak Hour <br />Unsignalized Intersections (Level of Service I Delay) <br />Delay 2 <br />LOS 2 <br />Delay? <br />LOS 2 <br />Santa Clara Avenue at Wright Street <br />18.0 <br />C <br />84.9 <br />F <br />Santa Clara Avenue at Project Access <br />11.7 <br />B <br />14.8 <br />B <br />Wright Street at Avalon Avenue <br />10.3 <br />B <br />9.8 <br />A <br />Note I: For intersections affected by change in project trip distribution <br />Note 2: LOS = Level of Service; Delay in Seconds /Vehicle Average <br />Forecast Street Segment Conditions <br />Figures 5 and 6 illustrate the Future With Project and Buildout With Project average daily traffic (ADT) volumes, <br />respectively, for the roadways affected by the change In project trip distribution. Tables 3 and 4 present the daily <br />traffic volume segment analysis for these street segments. <br />TAVA Homes Supplemental Traffic Analysis <br />July 18, 2013 <br />75A -130 <br />