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ATTACHMENT 4 <br /> <br /> Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> Bernal Avenue at Angela Street <br /> <br /> Existinq Development (2003) & Existinq Roadway Network (LOS & Seconds of Delay) <br /> <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour 2-Way A 2 35 A 0 A 0 <br /> PM Peak Hour 2-Way A 2 35 A A 0 A 0 <br /> <br /> Mi i tion Meas r s <br /> Approved Development {2010) & Approved Roadway Network* <br /> <br /> Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour 2-Way B :13 347 A 4 A 0 <br /> None currently approved PM Peak Hour 2-Way 31 743 A 0 A 0 <br /> <br />Proposed Mitigation: Restrict Approved Development {2010) with Proposed Mitiaations <br />Angela Street traffic to right turns only <br />during the peak commute periods to avoid Control Intersection Eastbound Westbound Northbound Southbound <br /> AM Peak Hour 2-Way A 2 27 A 4 A 0 <br />need for traffic signal <br /> PM Peak Hour 2-Way A :1 B 12 A 0 A 0 <br /> <br />Proposed Mitigation: Approved Development 12010) with Proposed Mitiqations + 2025 Reqional Traffic <br /> Control Intersection Eastbound Westbound Northbound Southbound <br />Same as Proposed Above AM Peak Hour 2-Way A 2 25 A 3 A 0 <br /> PM Peak Hour 2-Way A I :14 A ::1 A 0 <br /> <br /> Approved Roadway Network: Street system as shown in the 2003 Baseline Traffic Report <br /> <br /> <br />