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3 <br />Proposed Orange Grove Road Development <br />Traffic Impact Study <br />Table 6 <br />Proposed Orange Grove Road Development <br />ITT Trip Generation Summary <br />(Vehicles) <br />6. TRIP DISTRIBUTION <br />In order to properly determine the impart of the traffic generated by the <br />proposed development, it is nmessary to determine the distribution of traffic to <br />and from the development. The trip distribution percentages shown on Figure 5 <br />werre used for distributing the proposed development traffic. These percentages <br />are based on the existing traffic patterne; and population centers m the area <br />Primary trip distribution is estimated as follows: <br />♦ 41l% reflood the northeast on Orange Grove Road <br />e 5% to /from the southeast on Change Grave Read <br />♦ 40 %to /frmmthenorthan Churton Street <br />♦ 35 %to /frundin outhon Churton Stree[ <br />Figure 5 illustrates the directions of approach and departure for the site traffic <br />generated by the proposed development. <br />7. TRAFFIC ASSIGNMENT <br />Figure b shows the traffic volumes generated by the proposed development and <br />their iesigrmtencs to the adjacent roadway system. Traffic was assigned to the <br />driveways and roadway system tiling into account customary driving beaux as <br />well as minimum time and distance methodologies. <br />v' <br />AM Peak Hour <br />PM Peak Hour <br />LAp�ments <br />Density <br />hour <br />Two <br />Way <br />Enter <br />_ <br />Exi[ <br />Enter <br />Exit <br />40 Units <br />1591 <br />19 <br />103 <br />101 <br />48 <br />6. TRIP DISTRIBUTION <br />In order to properly determine the impart of the traffic generated by the <br />proposed development, it is nmessary to determine the distribution of traffic to <br />and from the development. The trip distribution percentages shown on Figure 5 <br />werre used for distributing the proposed development traffic. These percentages <br />are based on the existing traffic patterne; and population centers m the area <br />Primary trip distribution is estimated as follows: <br />♦ 41l% reflood the northeast on Orange Grove Road <br />e 5% to /from the southeast on Change Grave Read <br />♦ 40 %to /frmmthenorthan Churton Street <br />♦ 35 %to /frundin outhon Churton Stree[ <br />Figure 5 illustrates the directions of approach and departure for the site traffic <br />generated by the proposed development. <br />7. TRAFFIC ASSIGNMENT <br />Figure b shows the traffic volumes generated by the proposed development and <br />their iesigrmtencs to the adjacent roadway system. Traffic was assigned to the <br />driveways and roadway system tiling into account customary driving beaux as <br />well as minimum time and distance methodologies. <br />