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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 />Tables 5.13 -14 and 5.13 -15 summarize the LOS at the CMP intersections for the Year 2035 Without Project <br />and Year 2035 With Project conditions. The Congestion Management Plan establishes LOS E as the <br />minimum level of operation for CMP roadways (freeways and Smart Streets). A significant impact is caused <br />by a 1 percent increase in V/C (0.010) if the CMP intersection already operates at LOS E All CMP <br />intersections within the study area are forecast to operate at an acceptable level of service. <br />Table 5.13 -14 CMP Intersection Year 2035 LOS: AM Peak Hour <br />Intersection <br />Without Project <br />With Pro ect <br />Change <br />in VIC <br />Project <br />Impact <br />VIC or <br />Delay <br />(sec)1,2 <br />LOS3 <br />VIC or <br />Delay <br />(sec)1,2 <br />LOSS <br />10 <br />Harbor Blvd and Westbound SR -22 Off -Ramp <br />25.4s <br />C <br />25.7s <br />C <br />0.3s <br />No <br />16 <br />Harbor Blvd and 1st St <br />0.728 <br />C <br />0.741 <br />C <br />0.013 <br />No <br />19 <br />Harbor Blvd and Warner Ave <br />0.707 <br />C <br />0.692 <br />B <br />-0.015 <br />No <br />24 <br />Harbor Blvd and Norlhbound 1 -005 Off -Ramp <br />18.1s <br />B <br />17.9s <br />B <br />-0.2s <br />No <br />25 <br />Harbor Blvd and Southbound 1 -005 Off-Ramp <br />18.7s <br />B <br />18.5s <br />B <br />-0.2s <br />No <br />SouRR. 1131 2113. <br />All intersections are evaluated in tens of VIC, except freeway Ramps, which are evaluated in tens of delay in seconds. <br />Y VIC = Volume to Capacity <br />3 Bold indicates an unacceptable level of service <br />Table 5.13 -15 CMP Intersection Year 2035 LOS: PM Peak Hour <br />Intersection <br />Without Project <br />With Proect <br />Change <br />in VIC <br />Project <br />Impact <br />VIC or <br />Delay <br />(sec)1,2 <br />LOS3 <br />VIC or <br />Delay <br />(sec)3•2 <br />LOS3 <br />10 <br />Harbor Blvd and Westbound SR -22 Off -Ramp <br />24.7 s <br />C <br />23.3s <br />C <br />-1.4s <br />No <br />16 <br />Harbor Blvd and 1st St <br />0.863 <br />D <br />0.859 <br />D <br />-0.004 <br />No <br />19 <br />Harbor Blvd and Warner Ave <br />0.720 <br />C <br />0.726 <br />C <br />0.006 <br />No <br />24 <br />Harbor Blvd and Norlhbound 1 -005 O Ramp <br />18.5 s <br />B <br />188s <br />B <br />0.3 s <br />No <br />25 <br />Harbor Blvd and Southbound 1 -005 Off Ramp <br />24.9 s <br />C <br />25.0 s <br />C <br />0.1 s <br />No <br />SouRR. 1131 2113. <br />1 All intersections are evaluated in tens of VIC, except freeway Ramps, which are evaluated in tens of delay in seconds. <br />Y VIC -Volume to Capacity <br />3 Bold indicates an unacceptable level of service <br />In summary, the proposed project would not result in designated roads and intersections exceeding CMP <br />service standards. There would be no impact. <br />Impact 5.13 -3: The proposed project complies with adopted policies, plans, and programs for alternative <br />ImpactAnalysist One of the primary goals of the project is to improve pedestrian and bicycle facilities and <br />linkages within the project area to create a robust, multimodal corridor. Implementation of the Harbor <br />Corridor Plan would modify land uses and add improvements to Harbor Boulevard and its cross - streets: 5th <br />Street, 1st Street, McFadden Avenue, and Westminster Boulevard. These improvements are designed to create <br />October 2014 Page 5.13 -23 <br />