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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Hacienda Drive at Owens Drive <br /> <br /> Existin,cl Development (2003) & Exiatinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> AH Peak Hour Control !r!t~eotion Eastbound Westbound Northbound Southbound <br /> Signal 53 C 26 B 14 C 26 74 <br /> PM Peak Hour Signal C 24 C 28 B 14 B 19 39 <br /> Mitiaation Measures <br /> Approved Development (20101 & Approved Roadway Network <br /> <br /> Peak Hour Control Intersection Westbound Northbound Southbound <br /> Aft Signal C 24 B 14 C 26 C 26 <br /> None currently approved PM Peak Hour Signal ::;~i:l)~'i 45 B 15 C 24 43 <br /> <br />Proposed Mitigation: ADDrOVed Develooment (2010) with ProPosed Mitiaations <br /> <br />Eliminate the north crosswalk AM Peak Hour ContrOIsignal IntemectiOnc 25 Eastboundc 31 WestboundB 16 NorthboUndc 23 SouthboUndc 27 <br /> PM Peak Hour Signal C 31 C 34 B 19 C 33 C 35 <br /> <br />Proposed Mitigation: Approved Develooment [2010) with Prooosed Mitiaations + 2025 Regional Traffic <br /> <br /> ~ame as Proposed Above Control Intersection Eastbound Westbound Northbound Southbound <br /> Afl Peak Hour Signal C 27 37 C 23 C 24 C 27 <br /> Pfl Peak Hour Signal 45 35 B 18 C 26 107 <br /> <br /> 18 <br /> <br /> <br />