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MONITORING VERIFICATION <br />IDENTIFIED IMPACT REt.ATED MITIGATION MEASURE Implementation Monitoring and Timing Signature Date <br /> Enti Verification Emit R uirements <br />than five {5) seconds at the intersection of measure would result in a less-than- service reaches LOS E <br />Broadway/Middlefield Road. This change significant impact. (average delay of greater than <br />would represent a significant impact. 55 seconds). <br /> or <br /> Because this mitigation action would: (a) <br /> be less supportive of pedestrian <br /> convenience and orientation than the <br /> existing 4-way stop due to delays to ' <br /> pedestrians waiting to cross during "walk" <br /> phases and higher vehicle speeds through <br /> the intersection; (b) be inwnsistent with <br /> City Intentions for this intersection to be <br /> pedestrian-oriented given its location in the <br /> Downtown core; and (c) be inconsistent <br /> with the existing and proposed City policies <br /> giving priority to the Downtown pedestrian <br /> environment, the City may choose to avoid <br /> this intersection modification in ttie interest <br /> of protecting the pedestrian environment. <br /> This choice would result in a significant <br /> unavoidable impact under current CEQA <br /> and Ci criteria for "Intersection Im acts " <br />Impact 9-6: Impacts on US 101 Freeway Mitigation 9-6. Mitigation of these effects Infrastructure City; CICAG During project-specific <br />Segments--Maximum Intensity Precise to a less-than-significant level would require improvements environmental review <br />Plan Alternative. Traffic generated by the construction of an additional mixed flow wnsidered not <br />proposed Maximum Intensity alternative is lane on US 101. This widening i:s not feasible by City; <br />expected to result in the following freeway deemed feasible by the City due to right-of- however, US <br />segment operational effects: way constraints and cost. Therefore, the 101 is part of <br /> Impact is expected to remain significant CMP roadway <br />• southbound US 101 {mixed flow) and unavoidable. system, and <br />lanes between Woodside Road and individual <br />Marsh Road (AM}--a V/C ratio change projects may <br />from 0.95 to 1.21 (an increase in require <br />Transportation <br />volume exceeding segment capacity); Demand <br />and A4anagement <br />• southbound US 101 (mixed flow) (TDM) plans per <br />CICAG adopted <br />lanes between Whipple Avenue and guidelines. <br />Woodside Road {PM}--a VIC ratio <br />change from 1.14 to 1.19 (an increase <br />of more than one percent in a freeway <br />segment already exceeding its <br />capacity). <br />These freeway segment effects would <br />represent a significant Tmpact. <br />t.Q <br />~~ <br />Page 10 UarrAy DocumentslDowntown Precise PtanICC staff reportslCC 3.12.doci3.12.07 ExhibitslAtfachmentA mit.monitoring checklist 655.dd~ D <br />