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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Sunol Boulevard at Castlewood Drive <br /> <br /> Existinq Development (2003) & Ex st n.q Roadway Network (LOS & Seconds of Delay) <br /> AM Peak Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> PM Peak Hour <br /> Mitioation Measures <br /> <br /> Approved Development (2010) & Approved Roadway Network <br /> <br /> AM Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> 1-WAY A 9 ~ /2352 A 2 A 0 <br /> None currently approved PM Peak Hour 1-WAY 33~ A 1 A 0 <br /> <br />Studies have identified a significant amount <br />of AM and PM cut-through passing through <br />this intersection. Aooroved Develooment (20101 & Approved Network + 2025 Reqional Traffic <br />However, westside residents are also <br />intersection.Significantly impacted by delay at this AM Peak HourControl]._WAY ~ 185 ~ 4981ntersecti°n I Eastboun.~d Westbound NorthboUndA 6 SouthboUndA 0 <br /> PM Peak Hour ].-WAY~ ~99033].6]. A 4 A 0 <br /> <br />Identified Mitigation: Option <br />'1: Install 3-way stop The stop Aooroved Develooment (2010) with Additional Prooosed Mitiaations + 2025 Reqional Traffic <br />signs reduce local resident delay. <br />Southbound traffic may back up to 1-680 Hour Control Intersection ~ound Westbound Northbound Southbound <br />interchange. AM Peak Signal ~ 125 ~ '~-1 B 14 ~ ].59 <br /> PM Peak Hour Signal 203 ~ 384 ~ 55 144 <br /> <br />Proposed Mitigation: Option <br />2 (assumed in LOS summary): Construct a <br />traffic signal. A traffic <br />signal would significantly reduce resident <br />delay during the peak commute hours. <br />However, a signal might let more cut- <br />through traffic into the City though it also Aooroved Develooment (20101 with Additional Proposed Mitiqations + 2025 Reqional Traffic <br />traffic.Pr°vides a means to regulate cut-through AM Peak Hour SignalC°ntr°l IntersectionB ].5 EastboundB ].8Westbound NorthboundA 9 SouthboundB 14 <br /> PM Peak Hour Signal B 17 C 22 C 21 B 12 <br /> <br /> 42 <br /> <br /> <br />