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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 Castlewood Drive <br /> <br /> Existinq Development (200:31 & Exietinq Roadway Network (1OS & Seconds of Delay) <br /> Control Intersection I Eastbound Westbound Northbound Southbound <br /> <br /> AMPeak Hour 4-WAY <br /> PM Peak Hour 4-WAY 0 10 A 9 B 10 B 11 A 9 <br /> <br /> ii ai nMea r s <br /> Approved Development (20101 & Approved Roadway Network <br /> <br /> AM Peak Hour Control4_wAy IntersectionB 12 EastboUndc 25 WestboundA 9 NorthboundB 13 SouthboUndA 9 <br /> None currently approved PM Peak Hour 4-WAY C 27 i ~il;i~i: 39 C 20 C 31 C 25 <br /> <br /> Approved Mitigated + 2025 Growth (LOS & seconds of delay) <br />Proposed Mitigation; Control Intersection Eastbound Westbound Northbound Southbound <br /> <br />Constrained gateway with heavy cut-through AM Peak Hour 4-WAY C 18 338 35 223 <br /> <br />traffic in the AM and PM south of the PM Peak Hour 4-WAY C 15 329 28 <br /> <br />intersection, Delays <br />significantly impact surrounding residents. Approved Development (2010) with Additional Proposed Mifiqations + 2025 Reoional Traffic <br />Both peak hour volume and peak hour delay Control Intersection Eastbound Westbound Northbound Southbound <br /> neet the signal warrants. AM Peak Hour Sr-GNAL D 54 A 7 72 5 B 72 <br /> PM Peak Hour S-rGNAL D 38 A 8 54 37 B 12 <br /> <br /> 11 <br /> <br /> <br />