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1/11/2001 <br /> `r with the currently existing intersection lane geometrics and control. None of the study intersections <br /> meet Caltrans peak-hour-volume warrant-11 (Rural Areas) under existing or future conditions. <br /> MITIGATION MEASURES <br /> ` The findings from Table 1 indicate that the S.R.120 ramp intersections with Yosemite Avenue currently <br /> possess sufficient capacity to accommodate traffic volumes generated by the proposed quarry facility <br /> through year 2010 even with the build-out of other approved projects within the site vicinity. Queuing <br /> on the S.R.1.20 ramp approaches and on Yosemite Avenue approaches are also expected to be within <br /> available storage capacity through year 2010. No capacity or control improvements are projected to <br /> become necessary through year 2010 at the study intersections. <br /> ow <br /> am <br /> .. <br />