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TABLE W <br />YEAR 2040 BUILDOUT PEAK HOUR INTERSECTION CAPACITY ANALYSIS <br />5 <br />C <br />(3) <br />Year 2040 Buildout <br />E a <br />(1) <br />(2) <br />Year 2040 Buildout <br />Plus Project <br />Existing <br />Year 2040 Buildout <br />Plus Project <br />(4) <br />Plus Improvements <br />Traffic Conditions <br />Traffic Conditions <br />Traffic Conditions <br />Significant Impact <br />Traffic Conditions <br />� <br />Time <br />Key Intersection <br />u <br />Period <br />ICU/HCM <br />LOS <br />ICU/HCM <br />LOS <br />ICU/HCM <br />LOS <br />Increase <br />Yes/No <br />ICU/HCM <br />LOS <br />Elk Lane at <br />AM <br />0.599 <br />A <br />0.785 <br />C <br />0.791 <br />A <br />0.006 <br />No <br />-- <br />-- <br />1. <br />D <br />First Street <br />PM <br />0.716 <br />C <br />0.964 <br />E <br />0.972 <br />E <br />0.008 <br />No <br />-- <br />- <br />I-5 SB On Ramp at <br />AM <br />0.425 <br />A <br />0.541 <br />A <br />0.550 <br />A <br />0.009 <br />No <br />-- <br />2. <br />D <br />First Street <br />PM <br />0.584 <br />A <br />0.713 <br />C <br />0.722 <br />C <br />0.009 <br />No <br />-- <br />- <br />Cabrillo Park Drive at <br />AM <br />0.450 <br />A <br />0.652 <br />B <br />0.660 <br />B <br />0.008 <br />No <br />-- <br />- <br />3. <br />E <br />First Street <br />PM <br />0.544 <br />A <br />0.750 <br />C <br />0.764 <br />C <br />0.014 <br />No <br />-- <br />Golden Circle Drive at <br />AM <br />0.331 <br />A <br />0.403 <br />A <br />0.404 <br />A <br />0.001 <br />No <br />-- <br />4. <br />E <br />First Street <br />PM <br />0.324 <br />A <br />0.390 <br />A <br />0.391 <br />A <br />0.001 <br />No <br />-- <br />Tustin Avenue at <br />AM <br />0.396 <br />A <br />0.506 <br />A <br />0.508 <br />A <br />0.002 <br />No <br />-- <br />5. <br />D <br />First Street <br />PM <br />0.418 <br />A <br />0.557 <br />A <br />0.559 <br />A <br />0.002 <br />No <br />-- <br />Yorba Street at <br />AM <br />0.448 <br />A <br />0.626 <br />B <br />0.628 <br />B <br />0.002 <br />No <br />-- <br />6. <br />D <br />First Street <br />PM <br />0.526 <br />A <br />0.684 <br />B <br />0.686 <br />B <br />0.002 <br />No <br />-- <br />I-5 SB On Ramp/Mabury Street at <br />AM <br />0.357 <br />A <br />0.432 <br />A <br />0.457 <br />A <br />0.025 <br />No <br />-- <br />7 <br />D <br />41 Street <br />PM <br />0.395 <br />A <br />0.503 <br />A <br />0.517 <br />A <br />0.014 <br />No <br />-- <br />I-5 NB Ramps at <br />AM <br />0.429 <br />A <br />0.528 <br />A <br />0.541 <br />A <br />0.013 <br />No <br />0.541 <br />A <br />8 <br />D <br />4' Street <br />PM <br />0.774 <br />C <br />0.960 <br />E <br />0.973 <br />E <br />0.013 <br />Yes <br />0.626 <br />B <br />Cabrillo Park Drive at <br />AM <br />0.551 <br />A <br />0.669 <br />B <br />0.661 <br />B <br />-0.00816 <br />No <br />-- <br />9. <br />E <br />4' Street <br />PM <br />0.714 <br />C <br />0.846 <br />D <br />0.915 <br />E <br />0.069 <br />No <br />-- <br />Note: <br />• Bold ICU/LOS or HCM/LOS values indicate adverse service levels based on the Cities LOS standards. <br />• s/v = seconds per vehicle (delay) <br />16 Negative V/C increase is due to Project -specific improvements as detailed in Section 11.0. <br />