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1 <br /> TABLE 3 <br /> E PROJECT TRIP GENERATION , <br /> Project Components : <br /> p <br /> 36 single-family dwelling units* <br /> Project Rates : <br /> 10 daily trips/dwelling unit <br /> 10% AM and PM peak hour rates <br /> Net trips : <br /> 36 bU ' s x 10 trips/unit <br /> = 360 daily trips <br /> 10% Am peak hour rate <br /> 40** AM peak hour trips ( 15 in, 25 out) <br /> 1U PH peak hour rate <br /> 40** peak hour trips (25 in, 15 out) <br /> *This figure excludes 3 existing dwelling units which would be <br /> incorporated into the proposed subdivision. <br /> *Peak hour trips rounded to nearest five. <br /> As shown in Table 3, the proposed project would generate <br /> approximately 360 daily trips with 40 trips during AM and PM peak <br /> hours. <br /> 4 . Distribution <br /> Existing traffic flows were examined in order to develop <br /> vehicle distribution . In addition, previous traffic studies <br /> completed in the project study area were examined for vehicle <br /> distribution . 5 Consideration has been given to project access <br /> points as well as project site location with respect to other <br /> intersections in the area . Based on these factors, the proposed <br /> project ' s AM and PM peak hour trips have been distributed on the <br /> surrounding street network and are shown in Figures 7 and 8 . <br /> a. Intersection Operation with Project �+ <br /> Existing intersection LOS for the AM and PM peak hours would <br /> 0 <br /> remain unchanged with the addition of project traffic (see Table <br /> 4 ) . Signal warrants would continue to be met at the intersection <br /> of West Frontage/Hammer. <br /> 34 <br />