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62 <br /> 6.6 US 70 Alt. at Site Driveway 2 <br /> A full-movement driveway is proposed along US 70 Alt. approximately 1,500 feet east of <br /> Lawrence Road. Analyses indicate that the minor street approach is expected to operate <br /> with short delays in the AM and PM peak hours in the build-out (2025) traffic conditions. <br /> The following improvements are recommended to build-out of the development: <br /> • Construct the full movement Site Driveway 2 with one ingress and two egress <br /> lanes <br /> With these improvements in place, the delays at the minor street approach (Site <br /> Driveway 2) are expected to continue to operate with short delays in both peak hours. <br /> Table 6.6 summarizes the operation of the intersection of US 70 Alt. at Site Driveway 2 <br /> for the projected (2025) build-out and build-out improved traffic conditions. <br /> Table 6.6 <br /> US 70 Alt. at Site Driveway 2 (Unsignalized) <br /> Condition AM Peak Hour PM Peak Hour <br /> LOS (Delay) LOS (Delay) <br /> Build-out (2025) Traffic NB - B (10.5) NB - B (10.9) <br /> WBL-A (7.8) WBL -A (7.9) <br /> Build-out (2025) Traffic- Improved NB - B (10.5) NB - B (10.9) <br /> WBL IL 7.8 WBL -A 7.9 <br />