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CCP 02-26-2001
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CCP 02-26-2001
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<br />. <br /> <br />. <br /> <br />. <br /> <br />f'?~ <br />1/8 <br /> <br />7.0 Traffic Operation Analysis of Post-Development Conditions <br /> <br />For the purpose of analysis, it was assumed that the roadway improvements required for <br />the existing conditions were in place when analyzing post-development traffic. <br /> <br />7.1 Post-Development AM Peak Hour Conditions <br /> <br />The existing a.m. peak hour turning movement LOS and intersection LOS for each of the <br />key intersections are shown in Table 7.1-1. The results show that all turning movements <br />at County Road E / Lexington Ave intersection operate at a sufficient LOS and the <br />overall intersection operates at a LOS C. Also shown, is the LOS for the site-generated <br />traffic on the north approach at County Road E and Arden Plaza Entrance intersection, <br />shown to operate at a LOS D. <br /> <br />The existing a.m. peak hour queuing analysis is presented in Table 7.1-2. The results <br />show that during the a.m. peak hour the intersection of County Road E and Lexington <br />Ave does not display any queuing problems. <br /> <br />7.2 Post-Development PM Peak Hour Conditions <br /> <br />The existing p.m. peak hour turning movement LOS and intersection LOS for each of the <br />key intersections are shown in Table 7.2-1. The results show that the west approach left <br />turn movement at County Road E and Lexington Ave will still operate at a LOS D. Even <br />though the overall intersection operation decreases to a LOS D, the actual delay per <br />vehicle decrease was only a minimal 5.0 seconds. The north and south approaches at the <br />intersection of County Road E and Arden Plaza Entrance was found to still operate at a <br />LOSE. <br /> <br />The existing p.m. peak hour queuing analysis is presented in Table 7.2-2. The results <br />show that during the p.m. peak hour the intersection of County Road E and Lexington <br />Ave does not display any queuing problems. <br /> <br />Walgreen's Traffic Impact Study <br />Draft Report <br /> <br />Post-Development Operations <br />February 07,2001 <br /> <br />7.1 <br />
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