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Appendix D - Trip Generation Tables <br />CONSULTING <br />ENGINEERING TRAFFIC FORWARD <br />Weekday Daily Volumes <br />Table D4A <br />2040 Additional SW Developments <br />LAND USE <br />French Lake Industrial Park <br />SW Area Business <br />French Lake <br />Gove <br />AM Peak Volumes <br />ITE <br />CODE # <br />110 <br />710 <br />DEVELOPMENT <br />UNITS <br />KSF <br />KSF <br />210 Units <br />Total <br />QUANTITY <br />2700.0 <br />545.0 <br />60.0 <br />DAILY <br />RATE <br />ENTER <br />PERCENT <br />EXIT <br />PERCENT <br />4.96 50% 50% <br />9.74 50% 50% <br />From French Lake Study <br />9.44 50% 50% <br />PASSBY/INTERNAL <br />PERCENT <br />20% <br />20% <br />0% <br />PASSBY <br />TRIPS <br />NEW TRIPS <br />ENTER I EXIT <br />2,678 5,357 5,357 <br />1,062 2,123 2,123 <br />2,456 2,456 <br />0 283 283 <br />2,678 10,219 10,219 <br />LAND USE <br />French Lake Industrial Park <br />SW Area Business <br />Gove <br />PM Peak Volumes <br />ITE <br />CODE # <br />110 <br />710 <br />DEVELOPMENT <br />UNITS <br />KSF <br />KSF <br />210 Units <br />Total <br />QUANTITY <br />2700.0 <br />545.0 <br />60.0 <br />LAND USE <br />ITE DEVELOPMENT QUANTITY <br />CODE # UNITS <br />French Lake Industrial Park <br />SW Area Business <br />Gove <br />PEAK <br />RATE <br />ENTER <br />PERCENT <br />EXIT <br />PERCENT <br />0.70 88% 12% <br />1.16 86% 14% <br />From French Lake Study <br />0.74 25% 75% <br />PASSBY <br />PERCENT <br />20% <br />20% <br />0% <br />PASSBY <br />TRIPS <br />NEW TRIPS <br />ENTER I EXIT <br />378 1,331 181 <br />126 435 71 <br />400 87 <br />0 11 33 <br />378 2,177 372 <br />PEAK <br />RATE <br />ENTER EXIT <br />PERCENT PERCENT <br />PASSBY <br />PERCENT <br />PASSBY <br />TRIPS <br />NEW TRIPS <br />ENTER <br />EXIT <br />110 KSF 2700.0 0.63 13% I 87% <br />710 KSF 545.0 1.15 16% kJl 84% <br />From French La e Study <br />210 Units 60.0 0.99 63% 37% <br />Total <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 />c.��.. c...... fRAFF¢L. F_UfWAPE <br />Weekday Daily Volumes <br />20% 340 177 1,184 <br />20% 125 80 421 <br />111 388 <br />0% 0 37 22 <br />340 405 2,015 <br />Table D4B <br />2040 Additional S Developmnts <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 />PASSBY/INTERNAL <br />PERCENT <br />PASSBY <br />TRIPS <br />NEW TRIPS <br />ENTER <br />EXIT <br />Pulte, Rush Creek, Sundance, Brayburn <br />AM Peak Volumes <br />210 <br />Units <br />Total <br />1086.0 <br />9.44 <br />50% <br />50% <br />0% <br />0 <br />0 <br />5,126 5,126 <br />5,126 5,126 <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 />PASSBY <br />PERCENT <br />PASSBY <br />TRIPS <br />NEW TRIPS <br />ENTER <br />EXIT <br />Pulte, Rush Creek, Sundance, Brayburn <br />PM Peak Volumes <br />210 <br />Units <br />Total <br />1086.0 <br />0.74 <br />25% <br />75% <br />0% <br />0 <br />0 <br />201 <br />201 <br />603 <br />603 <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 />PASSBY <br />PERCENT <br />PASSBY <br />TRIPS <br />NEW TRIPS <br />ENTER <br />EXIT <br />Pulte, Rush Creek, Sundance, Brayburn <br />210 <br />Units <br />Total <br />1086.0 <br />0.99 <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 />0% <br />0 <br />0 <br />677 <br />677 <br />398 <br />398 <br />North Dayton Development D4 Spack Consulting <br />