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SAN LEANDRO GENERAL PLAN UPDATE FINAL EIR <br />CITY OF SAN LEANDRO <br />EXECUTIVE SUMMARY <br />LTS = Less Than Significant S = Significant SU = Significant Unavoidable Impact N/A = Not Applicable <br />PLACEWORKS 2-21 <br />TABLE 2-1 SUMMARY OF IMPACTS AND MITIGATION MEASURES <br />Impact <br />Significance <br />before <br />Mitigation Mitigation Measures <br />Significance <br />after <br />Mitigation <br />operations from LOS C to LOS E in the PM peak hour due to the <br />addition of Cumulative with Proposed Plan traffic would not be <br />considered an impact under Proposed Plan Policy T-5.2: <br />Evaluating Development Impacts. Implementation of the <br />following measures, which do not involve evaluation or <br />acquisition of right-of-way, would improve intersection <br />operations during the AM peak hour to LOS E: <br /> Implement proposed Policy T-5.2: Evaluating Development <br />Impacts. <br /> Optimize the traffic signal cycle length and splits in conjunction <br />with adaptive traffic control technology. <br />Upon implementation of the first two measures, intersection <br />operations would improve to LOS D during the AM and PM peak <br />hours. The availability of right-of-way for the required widening <br />on the south leg of the intersection is uncertain; therefore, the <br />measure may be infeasible. This intersection is under Caltrans’ <br />jurisdiction, and the implementation and timing of the mitigation <br />measures are not under the City’s control. Consequently, the <br />Cumulative with Proposed Plan impact remains significant and <br />unavoidable. <br /> Philips Lane and Davis Street (#28): The addition of Cumulative <br />with Proposed Plan traffic would cause the intersection level of <br />service to degrade from LOS C to LOS F in the PM peak hour. <br />Therefore, the Cumulative with Proposed Plan impact is <br />considered to be significant. <br />Implementation of the following measures would improve <br />intersection operations during the PM peak hour: <br /> Convert the existing shared through/right-turn lane on the <br />westbound approach to an exclusive through lane to provide <br />an exclusive left-turn lane, two exclusive through lanes and an <br />exclusive right-turn lane. <br /> Optimize the traffic signal cycle length and splits in conjunction <br />with adaptive traffic control technology. <br />Upon implementation of these measures, intersection operations <br />would improve to LOS D during the PM peak hour. This