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<br />TJrip Generation <br /> <br />The number of vehicle trips generated by the proposed development was determined by <br />applying trip generation rates from the ITE Trip Ge1l€ration Report. The rate for Business <br />Park was used for the development (see Table 22.1). The proposed development would <br />ge:nerate approximately 5,200 daily trips, 540 p.m. peak hour trips, and 590 a.m. peak hour <br />trips. <br /> <br />Table 22.1 <br /> <br />Opus Gateway Business Park Traffic Study <br /> <br /> Measure Trip Generation Rate per 1,000 S.F. <br /> tor Trip Daily P.M. Peak Hour A.M. Peak Hour <br />land Use Rate Rate In Out In Out <br />Business Park Per 1,000 14.37 0.33 1.15 1.38 0.24 <br /> square feet <br /> <br />Trip Generation Rates <br /> <br />b <br /> <br />.and Use Size Trip Generation <br /> Daily P.M. Peak Hour A.M. Peak Hour <br /> Volumes In Out In Out <br />lusiness Park 362,210 S.F. 5,200 120 417 500 87 <br /> <br />Trip Generation EstimatesIProposed Development <br /> <br />Nc.te: All trip generation rates are average rates from the 1991 ITE Trip Generation Report, 5th <br />Edition. <br /> <br />Tr'ip Distribution <br /> <br />The direction of approach for the proposed development site-generated traffic was based on the <br />relPonal distribution of population and employment (see Figure 22.1, Directional Distribution). <br /> <br />Tr'affic Operations Analysis <br /> <br />In order to analyze the ability of existing and proposed roadways to accommodate traffic <br />gelllerated by the proposed development, a traffic analysis was completed based on 1997 p.m. <br />pe.ak hour traffic counts, the proposed Opus Gateway Business Park development plan, peak- <br />hour traffic signal warrants analysis, critical lane analysis, and a micro-computer application <br />of the 1994 Highway Capacity Manual. Analyses include existing p.m. peak hour conditions <br />(Figure 22.2); 2001 p.m. peak hour No Build and Build conditions (Figures 22.3 and 22.4); <br />2001 a.m. peak hour. No Build and Build conditions (see Figures 22.5 and 22.6); and 2001 No <br />Build and Build daily conditions (Figure 22.7). <br /> <br />County Road B2 and Cleveland Avenue <br /> <br />This intersection is currently signalized and operates at Level of Service B. Under the 2001 <br />Build conditions the signal will continue to operate at a Level of Service B. <br /> <br />2362468\48185-~ <br /> <br />12 <br />