21 ATTACHMENT 4 - Laserfiche WebLink

r. Operations at this intersection can be improved to LOS D by optimizing the traffic signal timing to adjust for forecast changes in PM peak hour volumes. • Intersection 24:Santa Rita Road& Valley Avenue—This intersection is projected to operate at a deficient LOS F during the PM peak hour under Existing and Existing Plus Project Conditions.The City's Traffic Impact Fee program identifies two modifications to this intersection:the addition of a third southbound left turn lane and the addition of a second westbound left turn lane.These two improvements along with signal timing adjustments bring the Existing conditions intersection LOS to an acceptable level.The addition of the Project drops this improved intersection below an acceptable LOS, with the TIF improvements included. • Intersection 32:Sunol Boulevard&1-680 Southbound—This intersection is projected to operate at a deficient LOS F (southbound approach at this unsignalized intersection) during the PM peak hour under Existing Plus Project conditions. The installation of a traffic signal at this location would result in acceptable operations.The installation of a traffic signal at the intersection is planned, and that installation is reflected in subsequent analyses of EPAP and Cumulative baseline conditions.