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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Foothill Road at Laurel Creek <br /> <br /> Existinq Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Signal A 9 B 13 A 3 B 12 <br /> PM Peak Hour Signal A 7 B 11 A 5 A 9 <br /> Mitioation Measures <br /> Approved Development 12010) & Approved Roadway Network <br /> <br /> Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Signal B 12 B 14 A 7 B 15 <br /> None currently approved PM Peak Hour Signal B 15I B 11 B 16 B 15 <br /> <br /> Approved Development (2010) & Approved Network + 2025 Reoional Traffic <br /> <br /> Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Signal B 18 A 7 B 11 C 22 <br /> PM Peak Hour Signal B 12 A 10 B 13 B 12 <br /> <br /> ~roposed Mitigation: Approved Development (2010) with Additional Proposed Mitiqations + 2025 Reoional Traffic <br /> <br />Eliminate crosswalk crossing Foothill AM Peak Hour ContrOIsignal IntersectionA 6 Eastbound WestboundB 15 NorthboUndA 5 SouthboUndA 7 <br /> PM Peak Hour Signal A 9 C 23 A 7 A 6 <br /> <br /> 14 <br /> <br /> <br />