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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 Canyon <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 B 16 C 22 A 5 B 12 B 16 <br /> PM Peak Hour Signal B 19 C 22 C 24 B 18 B 16 <br /> Mi i 'n Me <br /> Approved Development (20'i0) & Approved Roadway Net~vork <br /> <br /> Peak Hour Control Intersection [ Eastbound Westbound Northbound Southbound <br /> AM Signal C 24 ~ 27 B 10 C 30 C 22 <br /> None currently approved PM Peak Hour Signal 47 40 42 57 40 <br /> <br />Proposed Mitigation: <br />Restripe eastbound to provide a triple left <br />turn and a shared through/right lane. Approved Development [2010) with Proposed Mitieations <br />Eliminate the southbound left turn lanes and <br />modify Foothill I Deodar and Stoneridge Mall Peak Hour Control Intersection / Eastbound Westbound Northbound Southbound <br /> <br />Road/Deodar as described below. AM Signal C 23 C 33 A 6 C 27 B 19 <br /> PM Peak Hour Signal ~:~:~ 40~ i~ii~ii~: 39 :::~D~i 37 ~;~i~:~ 51 C 29 <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed Mitiqations + 2025 Reeional Traffic <br /> <br /> Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound. <br />Same as Proposed Above AM Signal B 19 C 27 A 9 B 13 B 19 <br /> PM Peak Hour Signal 40I 42 45 46 C 28 <br /> <br /> 12 <br /> <br /> <br />