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Administrative Draft Environmental Impact Report Gill Medical Center Project Cumulative No Project Conditions, and Cumulative Plus Project Conditions. Impact 4.19-1: Conflict with a program plan, ordinance or policy addressing the circulation system Impact Determination: Less Than Significant with Mitigation Incorporated Thresholds: Conflict with a program,plan, ordinance or policy addressing the circulation system, including transit, roadways, bicycle and pedestrian facilities. The transportation analysis presented below is based on the Existing Plus Phase 1, Existing Plus Project (i.e., full buildout of Phases 1 and 2) and Cumulative Plus Project conditions as modeled in the Project's Traffic Study(Appendix J). For a detailed discussion of trip generation, trip distribution, trip assignment associated with these modeling scenarios, refer to draft EIR Appendix J. the Project construction and operational phases are addressed separately below. Project Construction Project construction would result in temporary increases in local traffic due to the transport of construction personnel, equipment, and materials to the project site.There are no existing transit, bicycle or pedestrian facilities located on or adjacent the Project and no road closures would be required to implement the Project. Should construction within right-of-way be required for lane tappers, driveway improvements and/or entry element features, appropriate traffic controls would be implemented consistent with County standards. As a result, Project construction would have only short-term less-than- significant effects on local traffic and circulation LOS and would not conflict with any program, plan, ordinance or policy addressing the circulation system. Related impacts are less than significant, and no mitigation is required. Project Operation Phase 1 Intersection Levels of Service Phase 1 of the Project would include a driveway connection with West Lane along the western boundary of the project site. An emergency access drive from West Lane would also be provided along the project's northwestern boundary adjacent the 100-foot riparian setback buffer. Table 4.19-4 presents the a.m. peak hour and p.m. peak hour LOS at each study intersection under Existing Plus Phase 1 conditions. The worksheets presenting the calculation of LOS are included in the Traffic Study Technical Appendix (draft EIR Appendix J). Transportation 4.19-25 October 2021