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Table 6 <br /> F, xi~ting~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> West Las Positas Boulevard at Payne <br /> <br /> Existinq Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> Control Intersection I Eastbound Westbound Northbound Southbound <br /> 1-way Stop A 3[ A i A 0 C 17 <br /> AM <br /> Peak <br /> Hour <br /> PM Peak Hour 1-way Stop A 2 A 0 A 0 C 23 <br /> <br /> Mitioation Measures <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Peak Hour 1-way Stop A 2 [ A 0 A 0 C 19 <br /> None currently approved PM Peak Hour 1-way Stop A 2 A I A 0 37 <br /> <br /> Approved Development ¢20101 & Aooroved Network + 2025 Reoional Traffic <br /> Control Intersection I Eastbound Westbound Northbound Southbound <br /> 1-way Stop A 4 I A 1 A 0 C 23 <br /> AM <br /> Peak <br /> Hour <br /> PM Peak Hour 1-way Stop A 3 A 1 A 0 46 <br /> <br />Proposed Mitigation: Approved Development (2010) with Additional Proposed Mitiqations + 2025 Reoional Traffic <br /> <br />Construct Master Plan Traffic Signal to Control Intersection Eastbound Westbound Northbound Southbound <br /> <br />reduce delay to neighborhood traffic. AM Peak Hour Signal A 5 A 6 A 5 A 5 <br /> PM Peak Hour Signal A 5 A 5 A 5 A 6 <br /> <br /> 53 <br /> <br /> <br />