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~~ 7 <br />S <br />CONSULTING j <br />ENGINEERING ID ARCHITECTURE ID SURVEYING <br />f <br />17.Appendix D Page 11- Wi11 aligning the development and main entrance <br />with the truck stop and main entrance cause backups on the interstate exit <br />ramps and bridge? <br />Response: The TIA Traffic Impact Analysis has determined an acceptable <br />level of service (no backups beyond normally acceptable conditions) with <br />the. indicated roadway and bridge improvements. <br />18.Appendix D Page 11 -Shouldn't there be a "truck only/ right turn only" <br />lane on southbound Buckhorn info the truckstop? <br />Response: The TIA Traffic Impact Analysis has determined an acceptable <br />level of service (no backups beyond normally acceptable conditions) with <br />the indicated roadway and bridge improvements. It is $he responsibility. of <br />the NCDOT and .Orange County to review the Traffic Impact Analysis and <br />require additional improvements based on their specific reviews. <br />19. Appendix D Page 11 -Should there be 2 left turn. lanes into the <br />development from Southbound Buckhorn? <br />Response: The TIA Traffic Impact Analysis has determined an acceptable <br />level of service {no backups beyond normally acceptable conditions) with <br />the indicated roadway and bridge improvements. Dual lefts into the site <br />from Buckhorn at the main entrance are planned. <br />20.Appendix D Page 11 -Should there be 2 right turn lanes from the. <br />development designated for 1-85 / 40 East only, onto Buckhorn <br />Northbound. <br />Response: The TIA Traffic Impact Analysis has determined an acceptable <br />level of service (no backups beyond normally acceptable conditions) with <br />the indicated roadway and bridge improvements. <br />March 19, 2008 <br />