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Efland-Buckhorn-Mebane Access Management Plan <br /> Figure 1 a. <br /> 80' PROPOSED STREET CROSS SECTION <br /> SHOULDER SECTION <br /> 80' <br /> 11' — 12' 11' — 12' <br /> 19' — 20" 19' 20' <br /> Shoulder & Shoulder & <br /> Drainage Drainage <br /> Vehicle Vehicle <br /> i a) <br /> Lane Lane <br /> I <br /> Figure 1 b. <br /> 80' PROPOSED STREET CROSS SECTION <br /> CURB & GUTTER SECTION <br /> 80' <br /> -------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Lq <br /> 51 4' 11' — 12' 11' — 12' 11' — 12' 4' 51 <br /> ICE <br /> 90 <br /> Vehicle lane Left turn Vehicle lane <br /> lane <br /> a) 06 <br /> -0 <br />