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70 <br /> RAMEY KEMP ASSOCIATES Fiddlehead I E-4 <br /> Based on coordination with the NCDOT and the County, it was determined there were no future <br /> roadway improvements to consider with this study. <br /> S. Capacity Analysis Summary <br /> The study analyzes traffic conditions during the weekday AM and PM peak hours for the <br /> following scenarios: <br /> • 2023 Existing Traffic Conditions <br /> • 2027 No-Build Traffic Conditions <br /> • 2027 Build Traffic Conditions <br /> • 2030 No-Build Traffic Conditions <br /> • 2030 Build Traffic Conditions <br /> 6. Recommendations <br /> Based on the findings of this study, specific geometric improvements have been identified and <br /> are recommended to accommodate future traffic conditions. See a more detailed description of <br /> the recommended improvements below. Refer to Figures E-1 and E-2 for an illustration of the <br /> recommended lane configuration for the proposed development under phase 1 (2027) and at full <br /> buildout (2030), respectively. <br /> Recommended Improvements by Developer - Phase 1 (2027) <br /> Morrow Mill Road and Site Access A <br /> • Construct Site Access A with one ingress and one egress lane (shared left-right). <br /> Recommended Improvements by Developer - Full Build (2030) <br /> NC 54 and Morrow Mill Road <br /> • Construct a northbound Morrow Mill Road right turn lane with 150 feet of storage <br /> and appropriate taper length. <br /> Morrow Mill Road and Site Access A <br /> • Construct a westbound Morrow Mill Road left turn lane with 50 feet of storage and <br /> appropriate taper length. <br /> ARAMEY KEMP ASSOCIATES <br /> 1%14C TOGETHER WE ARE LIMITLESS <br />