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Table 6 <br /> Existing. 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Hopyard Avenue at Valley Trails/Arthur <br /> <br /> Existin,q Development (2003} & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Peak Hour Control Intersection Westbound Northbound Southbound <br /> AM SIGNAL A 9 C 21 A 4 A 3 <br /> PM Peak Hour SIGNAL A 5 C 31 A 4 A 4 <br /> f4itieation I~leasures <br /> <br /> Approved Development (20t0) & Approved Roadway Network <br /> <br /> Peak Hour Control Intersection Eastbound Westbound. Northbound Southbound <br /> Al4 SIGNAL B 12 ~ ~'~ A 9 B 13 A 9 <br /> None currently approved PM Peak Hour SIGNAL C 27 '~:~:[~ :7! 39 C 20 C 31 C 25 <br /> <br />Proposed Mitigation: Model <br />shows high southbound left turn volumes. It <br />is unlikely that this problem will develop. Al~oroved Development (2010) with Proposed Mitiqations + 2025 Reqional Traffic <br />However, if it does the following mitigation can <br />se adopted: Convert the #1 southbound <br />:hrough lane into a second left turn lane. <br />~emove parking on the West Leg to accept two Al~l Peak Hour SIGNALC°ntr°l IntersectionB 14 Eastboundc 70 WestboundA 7 NorthboUndB 14 SouthboUndB 12 <br />anes of traffic. Pt4 Peak Hour SIGNAL C 28 C 30 B 13 B 16 C 35 <br /> <br /> 26 <br /> <br /> <br />