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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 /> CU <br /> Drainage l Drainage <br /> Vehicle Vehicle <br /> -T Lane Lane -T <br /> co co I <br /> Figure 1 b. <br /> 80' PROPOSED STREET CROSS SECTION <br /> CURB & GUTTER SECTION <br /> 80, <br /> --------------------------------------------------------------------------------------------------------------------------------------------------- <br /> Lq <br /> 5' 4' 11' — 12' 11' — 12' 11' — 12' 4' 51 <br /> CN <br /> 90 <br /> :CD <br /> Vehicle lane Left turn Vehicle lane <br /> lane <br /> U) <br /> mi LD <br /> 06 m 00 <br />