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Page 3 <br />kimley-horn.com 300 Morris Street, Suite 200, Durham, NC 27701 919 682 3583 <br /> <br />Recommendations <br />In the scenario where US-70/I-40 Connector site access is shifted approximately 400 feet north of <br />Ben Johnston Road, the following improvements were identified to accommodate Phase 1 and <br />Phase 2 site traffic in addition to those recommended in “Buc-ee’s Traffic Addendum #1”: <br />US-70/I-40 Connector – Ben Johnston Road <br /> Convert Ben Johnston Road to a right-in/right-out configuration with one ingress lane and one <br />egress lane <br /> <br />US-70/I-40 Connector – Ben Johnston Road/Site Driveway <br /> Construct a site driveway on US-70/I-40 Connector Road approximately 400 feet north of Ben <br />Johnston Road. The driveway should provide two ingress lanes and three egress lanes: a left- <br />turn lane with 200 feet of storage, a continuous right-turn lane, and a right-turn lane with 300 <br />feet of storage <br /> Construct dual northbound left-turn lanes, each with 300 feet of storage and appropriate tapers <br />on US-70/I-40 Connector <br /> Install a traffic signal <br /> <br />Recommended roadway laneage is shown on Figure 10. <br />Based on the capacity analyses presented herein, all of the study intersections are expected to <br />operate acceptably in Phase 1 and 2 build-out traffic conditions. <br />Should you have any questions or comments, please do not hesitate to contact me at (919) 653- <br />5874 or earl.lewellyn@kimley-horn.com. <br /> <br /> <br /> <br />Appendices <br />Appendix A: Figures 1 – 10 <br />Appendix B: Phase 2 Intersection Spreadsheets – with Shifted Site Driveway <br />Appendix C: Phase 2 Synchro and SimTraffic Outputs – with Shifted Site Driveway <br />952