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4.2 TRAFFIC AND CIRCULATION <br /> with 65 percent (17 vehicles) entering and 35 percent (nine vehicles) exiting the project site. Because <br /> the golf course would be used only by the residents, it would generate little or no vehicle trips during <br /> the weekday peak hours and nearly all of these would be internal to the site. Therefore no trips were <br /> assumed generated by the golf course for the peak-hour analysis. <br /> TABLE 4.2-2 <br /> PROJECT TRIP GENERATION <br /> 26 Dwelling Units <br /> Daily Trip Generation: 26 d.u. x 9.55 trips/d.u. = 248 Average Daily Trips (ADT) <br /> AM Peak Hour: 26 d.u. x 0.74 trips/d.u. = 19 AM peak-hour trips <br /> (5 in, 14 out) <br /> PM Peak Hour: 26 d.u. x 1.01 trips/d.u. = 26 PM peak-hour trips <br /> (17 in, 9 out) <br /> NOTE: <br /> d.u. = dwelling units <br /> Source: Omni-Means, Ltd. <br /> Project Traffic Distribution <br /> The project generated traffic was distributed onto the street network on the basis of regional <br /> demographics and existing traffic flows in the study area. For the overall distribution patterns, <br /> consideration was given to project access points, regional freeway access, and local residential patterns. <br /> Because it is a residential development,the project's vehicle traffic flows would be primarily outbound <br /> during the AM peak hour, with the situation reversed during the PM peak hour. <br /> On the basis of these factors, regional vehicle trip distribution from the project has been allocated as <br /> follows: five percent to the north of the project site, 35 percent to the south, 25 percent to the east to <br /> aeeess SR 99,and 35 percent to the west. to aeeess-1 . These general trip distribution percentages have <br /> been further subdivided onto specific streets in order to reflect the multiple access locations and roads. <br /> 4.2-9 <br />