75A - PH - EIR -1584 E SANTA CLARA AVE

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KOA CORPORATION PLANNING R ENGINE @RING currently is occupied by one dwelling unit and an orange grove. The project would be accessed via a single entrance on the north side of the project site, an extension of Lyon Street, There would be a "crash gate" on the south side of the development for emergency vehicle access only. There would be no public access to the development from Avalon Avenue on the south side. The project is expected to generate atotal of 230 net daily trips, Including 18 trips during the AM peak hour and 24 trips during the PM peak hour, Figure I shows the revised project site plan. Analysis The following presents an analysis of traffic volumes and intersection operating conditions with the change In project site plan (closure of the south entrance to public access). This change affects the project trip distribution, resulting In more project trips entering /exittngthe site via the north entrance on Santa Clara Avenue. The change in trip distribution affects the following intersections for the "With Project:' scenarios only (Year 2013 and Year 2035): • East Santa Clara Avenue at Wright Street • EastSanta. Clara Avenue at Project Access (Lyon Street) • Avalon Avenue at Wright Street Average daily traffic on the following street segments is also affected by change in project trip distribution: • East Santa Clara Avenue between Wright Street and Project Access (Lyon Street) • Wright Street south of Santa Clara Avenue • Avalon Avenue east of Wright Street Trip Distribution The anticipated trip distribution for the revised project is presented in Figures 2 and 3 for the intersections affected by the change in project access. These figures indicate.the proportion (percent) of project traffic that will use the street segments and turning movements indicated. Forecast intersection Traffic Volumes Near-Term Future and Long -Range 8uildout (2035) AM and PM peak hour project - related traffic volumes increases, and peak hour traffic volumes with the proposed project for intersections affected by the change in trip distribution are shown in Figure 4. Future traffic levels in the project vicinity are expected to be changed by the amounts shown on this figure. TAVA Homes Supplemental Traffic Analysis July 18, 2013 75A -126