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HARBOR BLVD. MIXED USE TRANSIT CORRIDOR PLAN FINAL FIR <br />CITY OF SANTA ANA <br />5. Environmental Analysis <br />TRANSPORTATION AND TRAFFIC <br />Table 5.13 -9 Existing With Project Intersection LOS, PM Peak Hour <br />Intersection <br />No Pro ect <br />With Pro ect <br />Change <br />in VIC <br />Impact <br />VIC <br />LOS <br />V/C <br />LOS <br />1 <br />Euclid St and Westminster Ave <br />0.810 <br />D <br />0.830 <br />D <br />0.020 <br />No <br />2 <br />Euclid St and McFadden Ave <br />0.796 <br />C <br />0.790 <br />C <br />-0.006 <br />No <br />3 <br />Euclid St and Edinger Ave <br />0.765 <br />C <br />0.755 <br />C <br />-0.010 <br />No <br />4 <br />Newhope St and Westminster Ave <br />0.851 <br />D <br />0.853 <br />D <br />0.002 <br />No <br />5 <br />Newhope St and Hazard Ave <br />0.586 <br />A <br />0.573 <br />A <br />-0.013 <br />No <br />6 <br />Newhope St andlst St <br />0.831 <br />D <br />0.828 <br />D <br />-0.003 <br />No <br />7 <br />Newhope St and McFadden Ave <br />0.774 <br />C <br />0.807 <br />D <br />0.033 <br />No <br />8 <br />Newhope Stand Edinger Ave <br />0.796 <br />C <br />0.783 <br />C <br />-0.013 <br />No <br />9 <br />Harbor Blvd and Garden Grove Ave <br />0.670 <br />B <br />0.689 <br />B <br />0.019 <br />No <br />10 <br />Harbor Blvd and Westbound SR -22 Off -Ramp <br />24.6s <br />C <br />23.0 s <br />C <br />-1.6s <br />No <br />11 <br />Trask Ave and Eastbound SR -22 On -Ramp <br />10.7s <br />B <br />2.1 s <br />A <br />-8.6s <br />No <br />12 <br />Harbor Blvd and Trask Ave <br />1.058 <br />F <br />0.687 <br />B <br />-0.371 <br />No <br />13 <br />Harbor Blvd and Westminster Ave <br />0.744 <br />C <br />0.775 <br />C <br />0.031 <br />No <br />14 <br />Harbor Blvd and Hazard Ave <br />0.539 <br />A <br />0.559 <br />A <br />0.020 <br />No <br />15 <br />Harbor Blvd and 5th St <br />0.648 <br />B <br />0.671 <br />B <br />0.023 <br />No <br />16 <br />Harbor Blvd and 1st St <br />0.804 <br />D <br />0.803 <br />D <br />-0.001 <br />No <br />17 <br />Harbor Blvd and McFadden Ave <br />0.717 <br />C <br />0.738 <br />C <br />0.021 <br />No <br />18 <br />Harbor Blvd and Edinger Ave <br />0.683 <br />B <br />0.708 <br />C <br />0.025 <br />No <br />19 <br />Harbor Blvd and Warner Ave <br />0.729 <br />C <br />0.735 <br />C <br />0.006 <br />No <br />20 <br />Harbor Blvd and Segetstrom Ave/Slater Ave <br />0.804 <br />D <br />0.806 <br />D <br />0.002 <br />No <br />21 <br />Harbor Blvd and MacArthur Ave <br />0.767 <br />C <br />0.788 <br />C <br />0.021 <br />No <br />22 <br />Harbor Blvd and Sunflower Ave <br />0.785 <br />C <br />0.794 <br />C <br />0.009 <br />No <br />23 <br />Harbor Blvd and South Coast Dr <br />0.587 <br />A <br />0.594 <br />A <br />0.007 <br />No <br />24 <br />Harbor Blvd and Northbound 1 -005 Off -Ramp <br />20.0 s <br />B <br />20.3s <br />C <br />0.3s <br />No <br />25 <br />Harbor Blvd and Southbound 1 -005 Off-Ramp <br />28.0 s <br />C <br />28.0 s <br />C <br />0.0 s <br />No <br />26 <br />Fairview Stand 17th St <br />0.824 <br />D <br />0.866 <br />D <br />0.042 <br />No <br />27 <br />Fairview St and lstSt <br />0.806 <br />D <br />0.847 <br />D <br />0.041 <br />No <br />28 <br />Fairview St and McFadden Ave <br />0.694 <br />B <br />0.711 <br />C <br />0.017 <br />No <br />29 <br />Fairview Stand Edinger Ave <br />0.649 <br />B <br />0.661 <br />B <br />0.012 <br />No <br />Souw.IB12013. <br />Notes: All inberseclions are evaluated in berms of V /C, except freeway ramps, which are evaluabed in tens of delay in seconds. <br />Bold indicabes an unacceptable level of service <br />2035 Without Project <br />The Future Year 2035 Without Project condition is based on existing land uses in the project study area plus <br />cumulative projects and ambient area wide traffic growth. The cumulative projects and ambient area -wide <br />traffic growth is based on Orange County Projects data that is updated every four years and accounted for in <br />OCTAM. This scenario will be a base for comparison and establish impacts for the With Project condition. <br />The Future Year 2035 Without Project intersection geometry and control is consistent with the Existing Year <br />2013 intersection geometry and control. The OCTAM Year 2035 traffic forecasts assume implementation of <br />projects consistent with the Year 2035 Preferred Plan from the OCTA 2010 Long Range Transportation Plan <br />October 2014 Page 5.13 -17 <br />