CCP 02-26-2001 - Laserfiche WebLink

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