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Appendix D - Trip Generation Tables <br />CONSULTING <br />ENGINEERING TRAFFIC FORWARD <br />Weekday Daily Volumes <br />Table D3A <br />2025 Additional NE Developments <br />LAND USE <br />ITE <br />CODE # <br />DEVELOPMENT <br />UNITS <br />QUANTITY <br />DAILY <br />RATE <br />ENTER <br />PERCENT <br />EXIT <br />PERCENT <br />NEW TRIPS <br />ENTER <br />EXIT <br />Single Family <br />AM Peak Volumes <br />LAND USE <br />Single Family <br />PM Peak Volumes <br />LAND USE <br />Single Family <br />210 <br />Units <br />Total <br />391.0 <br />9.44 <br />50% <br />50% <br />ITE <br />CODE # <br />DEVELOPMENT <br />UNITS <br />QUANTITY <br />PEAK <br />RATE <br />ENTER <br />PERCENT <br />EXIT <br />PERCENT <br />1,846 <br />1,846 <br />1,846 <br />1,846 <br />NEW TRIPS <br />ENTER <br />210 Units 391.0 0.74 25% 75% 72 <br />Total 72 <br />ITE DEVELOPMENT QUANTITY PEAK ENTER EXIT <br />CODE # UNITS RATE PERCENT PERCENT <br />EXIT <br />217 <br />217 <br />NEW TRIPS <br />ENTER <br />210 Units 391.0 0.99 63% 37% 244 <br />Total 244 <br />NOTES: <br />1. All trip generation rates based on "Trip Generation", Institute of Transportation Engineers, 9th Edition <br />unless otherwise noted. <br />2. A.M. Trip Generation is for the peak hour of adjacent street traffic (one hour between 7 and 9 a.m.). <br />3. P.M. Trip Generation is for the peak hour of adjacent street traffic (one hour between 4 and 6 p.m.). <br />CONSULTING <br />. GINEERING TRAFFIC FORWARD <br />Weekday Daily Volumes <br />LAND USE <br />Single Family <br />AM Peak Volumes <br />ITE <br />CODE # <br />DEVELOPMENT <br />UNITS <br />EXIT <br />143 <br />143 <br />Table D3B <br />2025 Additional Adjacent Developments <br />QUANTITY <br />210 Units 423.0 <br />Total <br />DAILY <br />RATE <br />9.44 <br />ENTER <br />PERCENT <br />EXIT <br />PERCENT <br />NEW TRIPS <br />50% <br />50% <br />ENTER <br />1,997 <br />1,997 <br />EXIT <br />1,997 <br />1,997 <br />LAND USE <br />ITE <br />CODE # <br />DEVELOPMENT <br />UNITS <br />QUANTITY <br />PEAK <br />RATE <br />ENTER <br />PERCENT <br />EXIT <br />PERCENT <br />NEW TRIPS <br />ENTER <br />EXIT <br />Single Family <br />PM Peak Volumes <br />LAND USE <br />Single Family <br />210 <br />ITE <br />CODE # <br />Units <br />Total <br />DEVELOPMENT <br />UNITS <br />423.0 <br />0.74 <br />25% <br />75% <br />78 <br />78 <br />235 <br />235 <br />QUANTITY <br />210 Units 423.0 <br />Total <br />PEAK <br />RATE <br />0.99 <br />ENTER <br />PERCENT <br />EXIT <br />PERCENT <br />NEW TRIPS <br />63% <br />37% <br />NOTES: <br />1. All trip generation rates based on "Trip Generation", Institute of Transportation Engineers, 9th Edition <br />unless otherwise noted. <br />2. A.M. Trip Generation is for the peak hour of adjacent street traffic (one hour between 7 and 9 a.m.). <br />3. P.M. Trip Generation is for the peak hour of adjacent street traffic (one hour between 4 and 6 p.m.). <br />ENTER <br />264 <br />264 <br />EXIT <br />155 <br />155 <br />North Dayton Development D3 <br />Spack Consulting <br />