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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Hopyard Road at Valley Trails/Parkside <br /> <br /> Exist n,q Development (2003) & Existing Roadway Network (LOS & Seconds of Delay) <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour Control Intersection ! Eastbound Westbound Northbound Southbound <br /> PM Peak Hour Signal B 1!~ I:/~ ~'~ A 5 A 9 B 12 <br /> Mitination Measures <br /> <br /> AoDroved Develooment 12010) & AnDroved Roadway Network <br /> <br /> Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> <br /> None currently approved AM Peak Signal B 10 S 20 B 11 B 12 A 5 <br /> PM Peak Hour Signal 60I B 18 A 5 B 16 ~ 113 <br /> <br />Proposed Mitigation: <br />Restripe northbound Hopyard Road to Aooroved Develonment (20101 with Proposed Mitiaations <br />provide two left turn lanes, two through and Hour Control Intersection Eastbound Westbound Northbound Southbound <br />one right turn only lane if congestion AM Peak Signal B 13 S 20 B 11 B 18 A 5 <br />develops as forecast. PM Peak Hour Signal C 22 B 17 B 17 C 22 C 23 <br /> <br />Proposed Mitigation: A~oroved Development ~20101 with Proposed Mitiqations + 2025 Reqional Traffic <br /> <br />Same as Proposed Above AM Peak Hour ContrOIsignal Intersections 13EastboundB 16 WestboundA 9 NorthboundEs 16 SouthboUndA 10 <br /> PM Peak Hour Signal C 23 B 20 B 17 C 24 C 23 <br /> <br /> 27 <br /> <br /> <br />