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61 <br /> 6.5 Lawrence Road at Site Driveway 1 <br /> A full-movement driveway is proposed along Lawrence Road approximately 1,000 feet <br /> south of US 70 Alt. Analyses indicate that the minor street approach is expected to <br /> operate with short delays in the AM and PM peak hours in the build-out (2025) traffic <br /> conditions. The following improvements are recommended to build-out of the <br /> development: <br /> • Construct the full movement Site Driveway 1 with one ingress and two egress <br /> lanes <br /> • Construct an exclusive southbound left-turn lane with a minimum of 150 feet of <br /> storage plus taper <br /> With these improvements in place, the delays at the minor street approach (Site <br /> Driveway 1) are expected to continue to operate with short delays in both peak hours. <br /> Table 6.5 summarizes the operation of the intersection of Lawrence Road at Site <br /> Driveway 1 for the projected (2025) build-out and build-out improved traffic conditions. <br /> Table 6.5 <br /> Lawrence Road at Site Driveway 1 (Unsignalized) <br /> Condition AM Peak Hour PM Peak Hour <br /> LOS (Delay) LOS (Delay) <br /> Build-out (2025) Traffic WB - B (12.4) WB - B (14.3) <br /> SBL -A(8.2) SBL -A(8.6) <br /> Build-out (2025) Traffic- Improved WB - B (12.4) WB - B (14.2) <br /> SBL -A(8.2) SBL -A(8.6) <br />