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102 <br /> o One combination thru-left turn lane with 450' of full storage and <br /> appropriate transition per NCDOT requirements. <br /> o Dual exclusive right turn lanes with 450' of full storage each and <br /> appropriate transition per NCDOT requirements. <br /> • Provide coordinated traffic signal at this location. <br /> Proposed Site Access and I-85/US 70 Connector Intersection: <br /> • Locate site access as far to the north as possible while adhering to applicable <br /> roadway design guidelines to maximize intersection spacing relative to Ben <br /> Johnston Road <br /> • Evaluate alternatives to accommodating northbound U-turns from Ben Johnston <br /> Road in order to increase intersection efficiency at the site access via possible <br /> right turn overlap and signal timing afforded by relocated U-turn movements. <br /> • Provide a three-lane eastbound approach consisting of the following: <br /> o One full exclusive right turn lane <br /> o One exclusive right turn lane with 300' of full storage and appropriate <br /> transition per NCDOT requirements <br /> o One exclusive left turn lane with 200' of full storage and appropriate <br /> transition per NCDOT requirements. <br /> o Provide a minimum internal protected stem of 300' <br /> • Provide dual eastbound ingress lanes <br /> • Construct dual northbound left turn lanes with 330' of full storage each and <br /> appropriate transitions per NCDOT requirements. <br /> • Construct a southbound exclusive right turn lane with 100' of storage and <br /> appropriate transition per NCDOT requirements <br /> • Provide coordinated traffic signal at this location. <br /> I-85 and US Connector and Ben Johnston Road Intersection: <br /> • Install appropriate median and channelization to convert Ben Johnston Road to <br /> RI-RO. <br /> • Accommodate resulting U-turns at the following intersections: <br /> o Southbound U-turns- I-85/US 70 Connector and I-40/85 Eastbound <br /> Ramps <br /> o Northbound U-turns- Evaluate alternatives to accommodating U-turns <br /> from Ben Johnston Road in order to increase intersection efficiency at the <br /> site access intersection via possible right turn overlap and signal timing <br /> afforded by relocated U-turn movements <br /> Phase 2 Improvements: <br /> The following improvements shall be constructed with development of phase and prior <br /> to placing the proposed site uses into operation. <br /> 1-40/85 Eastbound Ramps and Mt. Willing Road Intersection: <br />