10 EXHIBIT F - Laserfiche WebLink

Initial Study and Negative Declaration evaluated relative to buildout without project conditions in order to determine potential long -term project impacts. The proposed project would generate 2,009 daily vehicle trips with 185 trips occurring during the a.m. peak hour (94 inbound trips and 91 outbound trips) and 132 trips during the p.m. peak hour (68 inbound trips and 64 outbound trips. Project trip distribution was completed using the City of Pleasanton Travel Demand Forecast (TDF) model. Four intersections were included in the traffic analysis: 1. Hopyard Road and 1 -580 EB Off Ramp 2. Hopyard Road and Owens Drive 3. Johnson Drive and Owens Drive (southern end) 4. Johnson Drive and Owens Drive (northern end; non - signalized) All of the study intersections currently operate at LOS D or better. Under thestudy scenarios, all of the signalized study intersections would continue to operate at LOS D or better during the AM and PM peak hours with one exception: Hopyard Road and 1 -580 EB Off Ramp would operate at LOS E under the Buildout scenarios during the PM peak hour. As a "gateway intersection" per the General Plan, this intersection is exempt from requirement to maintain LOS D. To satisfy the City's Complete Streets requirements, the proposed project includes the dedication of a portion of the land along Hopyard Road for future construction of a right -turn only lane and a bicycle lane. In addition, the applicant would be required to participate in the City and Tri- Valley Traffic Impact Fee (TIF) programs. As listed above, at the Hopyard Road and Owens Drive intersection, the LOS standards would be met under all study scenarios. However, this intersection has a northbound left -turn queue that will exceed the storage capacity of the left -turn lane in the existing and existing plus approved conditions without and with project conditions in the AM and PM peak hours. The estimated maximum vehicle queues for the eastbound left turn lanes would exceed the existing vehicle storage capacity under existing, existing plus approved and buildout conditions during the PM peak hour. As analyzed in the traffic study, the proposed project would add up to a five -car increase in queue length, resulting in inadequate storage capacity for all scenarios in the PM peak hour. The solution to reduce this queue capacity shortage is to either: 1) extend the existing northbound left -turn lane from the existing 125 feet to 250 feet, or 2) construct a second 45