Lynn, The only remaining comment pertains to Sheet 9 – Utility Plan: revise the orifice opening to 14.5” to match the calculations. Also, I have forwarded the pavement sections presented by Mr. King to Garver. They have the aircraft loading and the geotechnical report. I have asked them to review the information and formulate an opinion based upon the information they have available as to the ability of the pavement section to function long term. If they find that it is acceptable then we can move forward with this design. If you have any questions, please let me know. Thanks, Clay Barnett, P.E. Town Engineer Town of Addison 16801 Westgrove Drive Addison, TX 75001-2818 Office: (972) 450-2857