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Appendix D - Trip Generation Tables <br />CONSULTING <br />ENGINEERING TRAFFIC FORWAPr' <br />Weekday Daily Volumes <br />Table D1A <br />2030 Future Land Use <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 I EXIT <br />Single Family <br />210 <br />Units <br />954.0 <br />9.44 <br />50% <br />50% 4,503 4,503 <br />Multifamily Housing (Low -Rise) <br />220 <br />Units <br />745.0 <br />7.32 <br />50% <br />50% 2,727 2,727 <br />Commercial <br />820 <br />KSF <br />168.6 <br />37.75 <br />50% <br />50% 3,181 3,181 <br />Total <br />AM Peak Volumes <br />10,411 <br />10,411 <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 I EXIT <br />Single Family <br />210 <br />Units <br />954.0 <br />0.74 <br />25% <br />75% 176 529 <br />Multifamily Housing (Low -Rise) <br />220 <br />Units <br />745.0 <br />0.46 <br />23% <br />77% 79 264 <br />Commercial <br />820 <br />KSF <br />168.6 <br />0.94 <br />62% <br />38% 98 60 <br />PM Peak Volumes <br />LAND USE <br />Single Family <br />Multifamily Housing (Low -Rise) <br />Commercial <br />Total <br />ITE DEVELOPMENT <br />CODE # UNITS <br />210 <br />220 <br />820 <br />Units <br />Units <br />KSF <br />Total <br />353 <br />853 <br />QUANTITY <br />954.0 <br />745.0 <br />168.6 <br />PEAK <br />RATE <br />0.99 <br />0.56 <br />3.81 <br />ENTER <br />PERCENT <br />63% <br />63% <br />48% <br />EXIT <br />PERCENT <br />37% <br />37% <br />52% <br />NEW TRIPS <br />ENTER <br />EXIT <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 />Weekday Daily Volumes <br />595 <br />263 <br />308 <br />1,166 <br />349 <br />154 <br />334 <br />837 <br />CONSULTING Table D1B <br />ENGINEERING TRAFFIC FORWARD <br />2030 Future Land Use Partial Build <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 I EXIT <br />Single Family <br />210 <br />Units <br />318.0 <br />9.44 <br />50% <br />50% 1,501 1,501 <br />Multifamily Housing (Low -Rise) <br />220 <br />Units <br />248.3 <br />7.32 <br />50% <br />50% 909 909 <br />Commercial <br />820 <br />KSF <br />0.0 <br />37.75 <br />50% 50% 0 0 <br />Total <br />AM Peak Volumes <br />2,410 <br />2,410 <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 I EXIT <br />Single Family <br />210 <br />Units <br />318.0 <br />0.74 <br />25% <br />75% 59 176 <br />Multifamily Housing (Low -Rise) <br />220 <br />Units <br />248.3 <br />0.46 <br />23% <br />77% 26 88 <br />Commercial <br />820 <br />KSF <br />0.0 <br />0.94 <br />62% <br />38% 0 0 <br />PM Peak Volumes <br />LAND USE <br />Single Family <br />Multifamily Housing (Low -Rise) <br />Commercial <br />Total <br />ITE DEVELOPMENT <br />CODE # UNITS <br />210 <br />220 <br />820 <br />Units <br />Units <br />KSF <br />Total <br />85 <br />264 <br />QUANTITY <br />318.0 <br />248.3 <br />0.0 <br />PEAK <br />RATE <br />0.99 <br />0.56 <br />3.81 <br />ENTER <br />PERCENT <br />63% <br />63% <br />48% <br />EXIT <br />PERCENT <br />37% <br />37% <br />52% <br />NEW TRIPS <br />ENTER <br />EXIT <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 />198 <br />88 <br />0 <br />286 <br />116 <br />51 <br />0 <br />167 <br />North Dayton Development D1 Spack Consulting <br />