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Page 8 <br />kimley-horn.com 300 Morris Street, Suite 200, Durham, NC 27701 919 682 3583 <br />Phase 2 <br />The following additional improvements were identified to accommodate projected Phase 2 site <br />traffic: <br />Mt. Willing Road – I-40 EB Ramps <br />· Install a traffic signal <br />US-70/I-40 Connector – I-40 EB Ramps <br />· If not implemented with signal installation in Phase 1 and determined to be necessary based <br />on future traffic volumes, modify the recommended traffic signal to provide permitted + <br />protected phasing for the southbound left-turn movement on US-70/I-40 Connector <br />Mt. Willing Road – Site Driveway <br />· Construct a full-movement site driveway, with one ingress lane and two egress lanes, on Mt. <br />Willing Road approximately 625 feet north of I-40 WB Ramps <br />· Construct a northbound right-turn lane on Mt. Willing Road with approximately 200 feet of <br />storage and appropriate tapers <br />Recommended roadway laneage for Phase 1 and Phase 2 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 the Phase 1 and Phase 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 />Appendices <br />Appendix A: Figures 1 – 10 <br />Appendix B: Phase 1 Trip Generation & Int. Spreadsheets <br />Appendix C: Phase 2 Trip Generation, Phase 1 Reassignment, & Phase 2 Int. Spreadsheets <br />Appendix D: Phase 1 Synchro and SimTraffic Outputs <br />Appendix E: Phase 1 Weaving Analysis Outputs <br />Appendix F: Phase 2 Synchro and SimTraffic Outputs <br />Appendix G: Phase 2 Weaving Analysis Outputs <br />701