Xxxxxx Creek Road – St Sample Clauses

Xxxxxx Creek Road – St. Xxxxxxx Drive/Highway 101 Northbound Ramps During the peak period counts, any vehicle queuing issues will be noted. Existing on-site development driveways will also be counted to account for current site generated vehicle trips.  Based on the data collected, the existing traffic conditions will be analyzed. The four study intersections and all Project site driveway intersections will be described in terms of functional classification, roadway geometries, number of travel lanes, current traffic volumes, and intersection spacing. Intersection weekday AM and PM peak hour Level-of-Service (LOS) analyses will be completed for these 1-38 Marinwood Plaza Project EIR
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