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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 />XX% <br />(XX%) <br />OVERALL DISTRIBUTION <br />OUTBOUND PERCENT ASSIGNMENT <br />XX% <br />EXISTING TRAFFIC SIGNAL <br />5%SI <br />TE DRWY.EAST RI/RO42%43% <br />SERVICE ROAD <br />I-40 WB <br />I-40 WB <br />I-40 EB <br />SERVICE ROAD <br />I-40 EB <br />LEGEND <br />AVENUE <br />FORREST <br />US-70 <br />(5%)5%5%(5%)OFF RAMPON RAM P <br />ON RAMP <br />ON RAM P <br />O <br />FF <br />R <br />A <br />M <br />POFF RAM <br />PON RAMP SITE DRWY.WEST RI/ROOFF RAMP*45%(3%)(42%)42%3%(3%)3%(43%)DRWY. <br />SITE(45%) <br />(5%)5%45%3TRAFFIC CAPACITY ANALYSISEFLAND, NCWEST ORANGE SITEPHASE 2 TRAFFICAND PERCENT ASSIGNMENT -SITE TRAFFIC DISTRIBUTIONROAD <br />MT. WILLING <br />ADDENDUM #2 <br />*PROPOSED BUILD-OUT IMPROVEMENTS <br />NOTE: I-40 WB OFF-RAMP REMOVED WITH <br />ADDENDUM 1 AND ADDENDUM 2 <br />NOTE: INTERSECTION MODIFIED BETWEEN <br />NOT TO SCALENOT TO SCALE <br />ROAD <br />BEN JOHNSTON <br />DRWY. <br />SITE <br />5% <br />2% <br />2%CONNECTORUS-70/I-405%(2%)43%(45%)(45%) <br />(5%)45%SITE <br />(2%)(43%)43% <br />957