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EXHIBIT D 09/09/2013 MONITORING VERIFICATION IDENTIFIED IMPACT RELATED MITIGATION MEASURE Implementation Monitoring and Timing Signature Date Pe1'fOrmanCe Crlterla Entity Verification Entity Requirements intersection would improve to an acceptable LOS D in the PM peak hour, resulting in a less-than-significantimpact. However,because this improvement would require Caltrans approval,the City cannot ensure the construction of this improvement. Without implementation of the proposed mitigation,the impact would be si nificant and unavoidable. Impact 7-3: Existing Plus Project Impact Mitigation 7-3. To mitigate the projecYs Applicant to fully fund. City Prior to building on Charter Street/Broadway Intersection. impact(i.e.,the project applicant would be Applicant or City to permit issuance that Under Existing Plus Project conditions during responsible for fully funding/completing the construct. would result in the AM peak hour,project traffic would cause mitigation)at the intersection of Charter 576,808 total square the intersection to degrade from LOS B(14.1 Street and Broadway,the intersection feet in Precise Plan seconds delay)to LOS F(117.1 seconds would need to be signalized with protected Blocks A-E. Refer to delay). In the PM peak hour,project traffic phasing on all approaches. The Stanford Precise would cause the intersection to degrade from northbound and southbound approaches Plan, Chapter IV, LOS C(17.9 seconds delay)to LOS F(122.5 on Charter Street would need to be Intersection seconds delay). In addition,this intersection restriped to include a total of one left-turn Improvements Table. would have peak hour volumes large enough lane and one shared through/right-turn under both peak hours to satisfy the peak lane. The eastbound and westbound hour signal warrant. According to City approaches on Broadway would need to be guidelines,these changes would constitute a restriped to include a total of one left-turn, signii►cant project impact. one through lane,and one shared through/right-turn lane. Parking(50 spaces)would need to be removed from all intersection legs to accommodate travel lanes. With these improvements,the level of service(LOS)at this intersection would improve to an acceptable LOS B in the AM peak hour and an acceptable LOS C in the PM peak hour,and the impact would be less-than-signii►cant. Impact 7�: Existing Plus Project Impact Mitigation 7�. To mitigate the projecYs Applicant to fully fund. City Prior to building on Douglas Avenue/Broadway impact(i.e.,the project applicant would be Applicant or City to permit issuance that Intersection. Under Existing Plus Project responsible for fully funding/completing the construct. would result in conditions during the AM peak hour, project mitigation)at the intersection of Douglas 560,712 total square traffic would cause the intersection to Avenue and Broadway,the intersection feet in Precise Plan degrade from LOS B(10.4 seconds delay)to would need to be signalized with protected Blocks A-E. Refer to LOS F(167.6 seconds). During the PM peak phasing on all approaches. (Douglas Stanford Precise hour,project traffic would cause the Avenue is considered north-south and Plan, Chapter IV, intersection to degrade from LOS B(11.1 Broadway is considered east-west.) In Intersection seconds)to LOS F(180.0 seconds). In addition to signalization, parking(15 Improvements Table. addition,this intersection would have peak spaces)would need to be removed from hour volumes large enough under both peak the north and south legs to accommodate hours to satisfy the peak hour signal warrant. additional travel lanes. The southbound Accordin to Cit uidelines,these chan es approach would need to be restriped to Page 3 `� r 1106721FElRIMMRP Checklist(10672J.doc RESO. 15294 MUFF#100