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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 West Las Positas <br /> <br /> Existinq Development (2003) & Ex st n,cl Roadway Network (LOS & Seconds of Delay) <br /> <br /> AM Peak Hour ControIsignal Intersection C 21 Eastbound C 25 Westbound B 13 Northbound C 29 Southbound C 25 <br /> PM Peak Hour Signal C 22 C 23 C 25 C 24 B 14 <br /> <br /> Mitination Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> AM Peak Hour ContrOlsignal IntersectiOnc 23EastboUndc 25 Westboundc 24 NorthboUndB 16 SouthboUndB 16 <br /> None currently approved PM Peak Hour Signal C 26 C 31 C 27 C 24 B 14 <br /> <br /> Approved Development (2010) & Approved Network + 2025 Reqional Traffic <br /> <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AN Peak Hour Signal C 27 C 28 C 30 A 0 B 18 <br /> PM Peak Hour Signal C 25 C 23 C 28 42 B ~.6 <br /> <br />Proposed Mitigation: Approved Development (2010) with Additional Proposed Mitiqations + 2025 Req ona Traffic <br /> <br />Eliminate the north crosswalk AM Peak Hour ContrOIsignal IntersectionB 16 Eastboundc 20 WestboundB 16 NorthboUndA 0 SouthboundB <br /> PM Peak Hour Signal B 17 B 18 B 19 B 15 B <br /> <br /> 19 <br /> <br /> <br />