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3. Forecasted Traffic <br /> a. Site Traffic Forecasting <br /> The Institute of Transportation Engineers (ITE) provides the Trip Generation <br /> Manual, 9t" Edition, the standard document for determining expected traffic for <br /> proposed land uses. Using this ITE information, trip generation forecasts can be <br /> made for the development site. <br /> The ITE manual compiles studies from across the country to provide a national <br /> average traffic for various land uses. For the proposed residential development, <br /> the designation of Single Family Homes and Townhomes were used. Based on <br /> information supplied in the site plan, the development is currently proposed to <br /> include 98 townhomes and 246 single family homes for a total of 344 units. With <br /> this information, the expected trip generation was completed based on the full <br /> build out of the development. <br /> The resultant new trips generated by the proposed development are shown in <br /> Table 2. A detailed trip generation table showing the exact breakdowns is <br /> provided in the Appendix. <br /> Table 2 — New Trip Generation <br /> Land Use Daily AM Peak Hour PM Peak Hour <br /> . . — Total Total Total Total Total Total <br /> - <br /> D- . Out Out Out <br /> 210 Single Family Home 1 ,171 1,171 46 138 155 91 <br /> 230 Townhomes 285 285 7 36 34 17 <br /> TOTAL 1,456 1,456 53 174 189 108 <br /> A trip distribution pattern was developed for the site generated traffic going to <br /> and from the proposed development. This pattern is based on the existing traffic <br /> volumes, access locations, location of major roadways leading to and from the <br /> site, and prior studies within the project area. The general trip distribution pattern <br /> for this study is: <br /> i. 22 percent of the site generated traffic to/from the west on Alpine Drive. <br /> ii. 78 percent of the site generated traffic to/from the east on Alpine Drive <br /> and Bunker Lake Boulevard. <br /> Traffic generated by the development of the site was assigned to the area <br /> roadways per this distribution pattern. <br /> b. Non-site Traffic Forecasting <br /> To forecast future traffic volumes for the year 2040 in the study area outside of <br /> the proposed development's traffic, additional trip generations were considered <br /> based on proposed developments within the project area. These trip generations <br /> were based on a prior study completed by Bolton & Menk analyzing the Future <br /> Traffic Impact Study 3 CONSULTING <br /> Pearson Farm Residential Development <br />