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• <br />• <br />• <br />Table 1 <br />Typical Weekday Peak Hour Trip Generation for Proposed Development <br />Land Use <br />Size <br />Unit <br />AM Peak Hour <br />Trips <br />PM Peak Hour <br />Trips <br />Weekday <br />Trips <br />In <br />Out <br />In <br />Out <br />Single - Family Detached Housing <br />278 <br />DU <br />52 <br />157 <br />177 <br />104 <br />2,660 <br />Total Trips <br />52 <br />157 <br />177 <br />104 <br />2,660 <br />DU = Dwelling Units <br />Trip distribution percentages for the proposed development (i.e. routes that motorists would use) were <br />established based on existing traffic counts, historical traffic flow maps, the TH 242 /CSAH 14 Access <br />Management Study (May 1999), locations of major trip attractions relative to the site, and an overall <br />review of the roadway system expected to be in -place in 2011. The distribution percentages applied to <br />the development trips are: <br />• 45 percent to and from the south on CSAH 23 <br />• 10 percent to and from the north on CSAH 23 <br />• 25 percent to and from the east on CSAH 14 <br />• 15 percent to and from the west on CSAH 14 <br />• 5 percent to and from the south on 4th Avenue North <br />The resulting weekday peak hour development trips as distributed to the roadway network are shown <br />in Figure 3. <br />Accounting for existing volumes and background growth, the total 2006 Existing, 2011 No- Build, and <br />2011 Build traffic volumes for the AM and PM peak hours are presented in Figure 4. The daily <br />volumes are shown in Figure 5. <br />