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Efland-Buckhorn-Mebane Access Management Plan <br /> <br /> <br /> <br /> <br />Bi <br />k <br />e <br />l <br />a <br />n <br />e <br /> <br /> <br /> <br />Vehicle <br />Lane <br /> <br /> <br /> <br />Vehicle <br />Lane <br /> <br />Bi <br />k <br />e <br />l <br />a <br />n <br />e <br />2. <br />5 <br />’ <br />Cu <br />r <br />b <br />& <br />g <br />u <br />t <br />t <br />e <br />r <br />Si <br />d <br />e <br />w <br />a <br />l <br />k <br />Ut <br />i <br />l <br />i <br />t <br />i <br />e <br />s <br />Cu <br />r <br />b <br />& <br />g <br />u <br />t <br />t <br />e <br />r <br />Bi <br />k <br />e <br />l <br />a <br />n <br />e <br />2. <br />5 <br />’ <br />Bi <br />k <br />e <br />l <br />a <br />n <br />e <br />Ut <br />i <br />l <br />i <br />t <br />i <br />e <br />s <br />Si <br />d <br />e <br />w <br />a <br />l <br />k <br /> <br />Figure1a. <br /> <br />80’PROPOSEDSTREETCROSSSECTION <br />SHOULDERSECTION <br /> <br />80’ <br /> <br /> <br /> <br />11’–12’11’–12’ <br /> <br /> <br /> <br /> <br />19’–20’19’–20’ <br />Shoulder &Shoulder & <br />Drainage Drainage <br /> <br /> <br /> <br />si <br />d <br />e <br />w <br />a <br />l <br />k <br /> <br />si <br />d <br />e <br />w <br />a <br />l <br />k <br /> <br /> <br /> <br />Figure1b. <br /> <br />80’PROPOSEDSTREETCROSSSECTION <br />CURB&GUTTERSECTION <br /> <br />80’ <br /> <br /> <br /> <br />5’4’11’–12’11’–12’11’–12’4’5’ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />VehiclelaneLeftturn <br />lane <br /> <br />Vehiclelane <br />55