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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> First Street at Ray/Vineyard <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 C 27 B 18 C 33 B 15 C 32 <br /> PM Peak Hour Signal 36 ~'!i~ 43 C 33 C 28 47 <br /> <br /> '' inM r <br />None currently approved Approved Development {2010) & Approved Roadway Network <br /> <br />Intersection is Exempt from LOS D Control Intersection Eastbound Westbound Northbound Southbound <br />Standard per Downtown Specific Plan AM Peak Hour Signal 45 90 59 C 32 C 34 <br /> ~ D 43 45 44 <br />PM Peak Hour Signal 54 87 <br /> <br />Proposed Mitigation: Modify <br />traffic signal to provide protected/permissive Approved Development (2010) with Proposed Mitioations <br />left turn arrows and allow east and Hour Control Intersection EastboUndc 26 Westbound Northbound Southbound <br />westbound through traffic to move at the AM Peak Signal C 26 ~¥~ ~'~ 39 C 25 C 22 <br /> 36 ii! ;D~!~? 49 47 C 29 C 31 <br /> ;ame time PM Peak Hour Signal <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed Mitiqations + 202S Reoional Trsffi¢ <br /> <br /> lame as Proposed Above AM Peak Hour Controlsignal IntersectionB 16[IEastboundB ].~WestboundB 19 NorthboUndB 15 SouthboundB 16 <br /> PM Peak Hour Signal 41 53 46 46 C 30 <br /> <br /> 10 <br /> <br /> <br />