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TABLE 9.1 <br />PROJECT DRIVEWAY PEAK HOUR INTERSECTION CAPACITY ANALYSIS SUMMARY <br />Notes: <br />Bold Delay/LOS values indicate adverse service levels based on the Cities LOS standards <br />s/v = seconds per vehicle <br />75B-109 <br />(1) <br />Year 2019 <br />Plus Project <br />Intersection <br />Time <br />Traffic Conditions <br />Delay <br />LOS <br />Key Intersection <br />Control <br />Period <br />Project Driveway 1 at <br />One -Way <br />AM <br />21.0 s/v <br />C <br />A. Fourth Street <br />Stop <br />PM <br />18.9 s/v <br />C <br />Tustin Avenue at <br />One -Way <br />AM <br />12.2 s/v <br />B <br />B. Project Driveway <br />j Y 2 <br />Stop <br />P <br />PM <br />15.4 s/v <br />C <br />Tustin Avenue at <br />One -Way <br />AM <br />15.2 s/v <br />C <br />C. Project Driveway 3 <br />J Y <br />Stop <br />P <br />PM <br />19.8 s/v <br />C <br />Notes: <br />Bold Delay/LOS values indicate adverse service levels based on the Cities LOS standards <br />s/v = seconds per vehicle <br />75B-109 <br />