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Appendix D: Trip Generation Tables <br />Weekday Daily Volumes <br />LAND USE <br />'Single Family Home <br />ITownhomes <br />AM Peak Volumes <br />LAND USE <br />'Single Family Home <br />ITownhomes <br />PM Peak Volumes <br />LAND USE <br />'Single Family Home <br />ITownhomes <br />CONSULTING Table D1 <br />ENC,NLE RtNC, TRAFHC F ORVJAPD Forecasted Trip Generation <br />ITE DEVELOPMENT DAILY <br />QUANTITY <br />CODE # UNITS RATE <br />210 Units 246.0 9.52 <br />230 Units 98.0 5.81 <br />Total <br />ITE <br />CODE # <br />210 <br />230 <br />DEVELOPMENT <br />UNITS <br />Units <br />Units <br />Total <br />QUANTITY <br />246.0 <br />98.0 <br />ENTER EXIT NEW TRIPS, <br />PERCENT PERCENT ENTER EXIT <br />50% 50% 1,171 1,171 <br />50% 50% 285 285 <br />1,456 1,456 <br />PEAK ENTER - EXIT 1 NEW TRIPS <br />RATE PERCENT PERCENT ENTER EXIT <br />0.75 25% 75% 46 138 <br />0.44 17% 83% 7 36 <br />53 174 <br />ITE DEVELOPMENT QUANTITY PEAK ENTER EXIT <br />CODE # UNITS RATE <br />r <br />210 Units 246.0 1.00 <br />230 Units 98.0 0.52 <br />Total <br />PERCENT PERCENT ENTER <br />63% 37% 155 <br />67% 33% 34 <br />189 <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 />NEW TRIPS <br />EXIT <br />91 <br />17 <br />108 <br />Traffic Impact Study D1 Spack Consulting <br />Capstone Homes Residential Development <br />