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Mr. Charles M. Elam. May 26, 1999, Page 2 <br />C � � Kimley -Horn <br />and Associates, Inc. <br />Table 1 <br />ITE Traffic Generation <br />(Vehicles) <br />ITE <br />24 Hour <br />AM Peak <br />PM Peak <br />In <br />Out <br />In <br />Out <br />In <br />Out <br />Code <br />Land Use <br />210 <br />180 Single Family <br />890 <br />890 <br />34 <br />102 <br />117 <br />66 <br />Homes <br />220 <br />600 Apartments <br />1,865 <br />1,865 <br />48 <br />253 <br />230 <br />113 <br />230 <br />275 Townhouses <br />769 <br />769 <br />19 <br />95 <br />95 <br />47 <br />250 <br />60 Home Retirement <br />58 <br />58 <br />4 <br />5 <br />8 <br />6 <br />Community <br />252 <br />100 Home Congregate <br />108 <br />108 <br />4 <br />2 <br />10 <br />7 <br />Care Facility <br />310 <br />200 Room Hotel <br />892 <br />892 <br />73 <br />53 <br />62 <br />64 <br />565 <br />4,000 SF Day Care <br />159 <br />159 <br />27 <br />24 <br />24 <br />27 <br />710 <br />335,000 SF Office <br />1,679 <br />1,679 <br />430 <br />59 <br />77 <br />378 <br />770 <br />500,000 SF Business <br />3,060 <br />3,060 <br />589 <br />112 <br />148 <br />496 <br />Park <br />820 <br />400,000 SF Shopping <br />8,311 <br />8,311 <br />223 <br />142 <br />752 <br />815 <br />Center <br />F-1 <br />Total New Trips <br />17,791 <br />17,791 <br />1,451 <br />847 <br />1,523 <br />2,019 <br />Table 1 shows that under full development, the Hillsborough Assemblage project <br />will potentially have 17,791 trips to the site and 17,791 trips away from the site <br />on an average day <br />Access to the development will consist of two driveways along Old NC 86 and <br />one driveway along NC 86. All of these driveways are proposed to have full <br />movement access. <br />The proposed generated trips were assigned to the surrounding roadway network. <br />The directional distribution and assignment was based on existing peak -hour <br />turning movements as well as a review of the land uses and population densities <br />in the area and the surrounding roadway network. The directional distribution is <br />as follows: <br />■ 38% to /from the north on Old NC 86 <br />■ 41 % to /from the south on Old NC 86 <br />■ 10% to /from the north on NC 86 <br />■ 10% to /from the south on NC 86 <br />■ 1 % to /trom the west on <br />Drive <br />w_ <br />