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FIGURERELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPERNOT TO SCALE <br />ROAD <br />MT. WILLING <br />AVENUE <br />FORREST <br />US-70 <br />200'135'80'40'(TWLTL) 225'SERVICE ROAD <br />I-40 WB <br />I-40 WB <br />I-40 EB <br />SERVICE ROAD <br />I-40 EB <br />225' (TWLTL)EXTEND (CONT.) <br />RESTRIPE <br />400' <br />RESTRIPE 400' (EXTEND)(EXTEND) CONT.450' (EXTEND) <br />RESTRIPE <br />450' <br />450'SI <br />TE DRWY.EAST RI/ROSITE <br />SITE DRWY.WEST RI/RO200'ON RAMP <br />ON RAM P <br />OFF RAM <br />POFF RAMPON RAM P <br />O <br />FF <br />R <br />A <br />M <br />PON RAMPOFF RAMP* <br />DRWY. <br />SITE 10*ROADWAY LANEAGERECOMMENDED PHASE 1 AND PHASE 2TRAFFIC CAPACITY ANALYSISEFLAND, NCWEST ORANGE SITEADDENDUM #2 <br />200'*PROPOSED BUILD-OUT IMPROVEMENTS <br />NOTE: I-40 WB OFF-RAMP REMOVED WITH <br />280' <br />LEGEND <br />EXISTING LANE <br />XX'STORAGE LENGTH <br />EXISTING STOP SIGN <br />PHASE 2 RECOMMENDED LANE <br />PHASE 2 RECOMMENDED STOP SIGN <br />* <br />PHASE 1 RECOMMENDED LANE <br />PHASE 1 RECOMMENDED STOP SIGN <br />PHASE 1 RECOMMENDED TRAFFIC SIGNAL <br />PHASE 2 RECOMMENDED TRAFFIC SIGNAL <br />ROAD <br />BEN JOHNSTON <br />DRWY. <br />SITE <br />CONNECTOR <br />US-70/I-40300'300'200' <br />300' <br />SIGNAL MODIFICATIONS <br />PHASE 2 RECOMMENDED TRAFFIC <br />964