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MONITORING VERIFICATION <br />IDEN~1FjED IMPACT RELATED MITIGATION MEASURE Implementation Monitoring and Timing Signature Date <br />~ ~ Enti Verification Hnti Re uiren~nts <br />than fbf:~) seconds at the intersection of measure would result in aless-than- service reaches LOS E <br />Broadwa~Mtddlefield Road. This change significant impacf. (average delay of greater than <br />would resent a significant impact. 55 seconds). <br />fD ~ <br />~ <br />O Because this mitigation action would: (a) <br /> be less supportive of pedestrian <br />~ convenience and orientation than the -i <br />~ <br />W existing 4-way stop due to delays to <br /> <br />" <br />" <br /> walk <br />pedestrians waiting to cross during <br /> phases and higher vehicle speeds through <br /> the intersection; (b) be inconsistent with <br /> City intentions for this intersection to be <br /> pedestrian-oriented given ifs 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 the interest <br /> of protecting the pedestrian environment <br /> This choice would result in a sfgnificant <br /> unavoidable impacf undercurrent 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; C/CAG During project-specific <br />environmental review <br />Segments-Maximum intensity Precise to aless-than-signifipnt level would require improvements <br />Plan Alternative. Traffic generated by the construction of an additional mixed flow <br />i <br />t considered not <br />feasible by City; <br />proposed Maximum Intensity alternative is <br />expected to result in the following freeway s no <br />cane on US 101. This widening <br />deemed feasible by the City due to right-of- however, U5 <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 />individual <br />lanes between Woodside Road and projects may <br />Marsh Road (AM)--a V1C ratio change <br />from 0.95 to 1.21 (an increase in require <br />Transportation <br />volume exceeding segment capacity); Demand <br />and Management <br />• southbound US 101 (mixed flow) (TDM) plans per <br />C/CAG adopted <br />Panes between Whipple Avenue and guidelines: <br />Woodside Road (PM}--a V!C ratio <br />change from 1.14 to 1.19 (an increase <br />~ of more than one percent in a freeway <br />e segment already exceeding its <br />~ capacity}. <br />~~ <br />The~f(~way segment effects would <br />repre?~a significant impact. <br />Page i0 UaMy DocumentslDowntown Precise PlanICC staff reportstCC 3.12.doc13.12.07 EzhibitstAttachme~~?t A mrt.monitorrng checklrsf 655.doe <br />