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TABLE 10-2 <br />YEAR 2040 BUILDOUT PEAK HOUR QUEUING ANALYSIS" <br />(1) <br />(2) <br />Year 2040 Buildout Plus Project <br />Year 2040 Buildout Plus Project <br />Traffic Conditions <br />Traffic Conditions with Improvements <br />AM Peak Hour <br />PM Peak Hour <br />AM Peak Hour <br />PM Peak Hour <br />Max. <br />Max. <br />Max. <br />Max. <br />Storage <br />Queue/ <br />Min. <br />Adequate <br />Queue/ <br />Min. <br />Adequate <br />Queue/ <br />Min. <br />Adequate <br />Queue/ <br />Min. <br />Adequate <br />Provided <br />Storage <br />Storage <br />Storage <br />Storage <br />Storage <br />Storage <br />Storage <br />Storage <br />Key Study Intersection <br />(feet) <br />Required <br />(Yes/No) <br />Required <br />(Yes/No) <br />Required <br />(Yes/No) <br />Required <br />(Yes/No) <br />8. I-5 NB Ramps at <br />4a' Street <br />Westbound Through <br />555'/215'24 <br />196' <br />Yes <br />189, <br />Yes <br />204' <br />Yes <br />184' <br />Yes <br />Westbound Right -Turn <br />555'/215'24 <br />134' <br />Yes <br />171' <br />Yes <br />137' <br />Yes <br />188, <br />Yes <br />9 Cabrillo Park Drive at <br />41h Street <br />Southbound Right -Turn <br />100, <br />210' <br />No25 <br />162' <br />No <br />176' <br />N025 <br />126' <br />N025 <br />A Project Driveway 1 at <br />Park Court Place <br />Northbound Left/Right-Turn <br />90, <br />58' <br />Yes <br />56' <br />Yes <br />61' <br />Yes <br />60' <br />Yes <br />B. Project Driveway 2 at <br />4a' Street <br />Southbound Right -Turn <br />185' <br />68' <br />Yes <br />79' <br />Yes <br />61' <br />Yes <br />60' <br />Yes <br />23 Queues are based on SimTraffic 95' Percentile methodology. <br />24 A storage of 555-feet is provided under existing traffic conditions while a storage of 215-feet represents the distance between the limit line and the proposed project driveway. <br />25 Please note that a right -turn storage is 100-feet with a 60-foot transition. Alternatively, subject to review and approval of City staff, an option southbound through/right lane in addition to the proposed <br />southbound right -turn lane can be striped to provide additional queuing storage. <br />