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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 Stoneridoe <br /> <br /> Existinq Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Peak Signal B 14 B 18 A 9 B 10 B 19 <br /> PM Peak Hour Signal B 14I B 18 B 11 B 12 B 15 <br /> Mitioation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> <br /> None currently approved AM Peak Signal B 17 B 14 A 10 B 15 C 22 <br /> PM Peak Hour Signal 39 C 20 35 B 19 63 <br /> <br /> Approved Development (2010) & Approved Network + 2025 Reqional Traffic <br /> <br /> Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> A' Peak Signal C 28 B 19 A 6 B 18 39 <br /> PM Peak Hour Signal B 17 B 20 B 11 B 1S C 24 <br /> <br />Proposed Mitigation: Approved Develocment ~20101 with Additional Proposed Mitiaations + 2025 Reaional Traffic <br />Eliminate east~vest left rum arrows <br />left turnC°nvert #1lane.SOuthbound through lane to #3 AM Peak Hour ControIsignal IntersectionB 17EastboundB 15 WestboundA 4 NorthboundB 15 SouthboUndc 21 <br /> PM Peak Hour Signal B 13 B 13 A 8 B 15 B 17 <br /> <br /> 15 <br /> <br /> <br />