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• <br />43/49 19/22 69/76 <br />1 <br />SR 60 <br />COLLEGE LANE <br />r <br />J <br />L <br />r <br />J <br />0/0 <br />LEGEND: AM/PM <br />L <br />34/30 <br />IT SHOULD BE NOTED THAT SOME TRIPS IDENTIFIED IN THIS GRAPHIC ARE SHOWN TO <br />USE MULTIPLE ACCESS POINTS DUE TO THE NATURE OF THE SITE DESIGN. <br />THE PROPOSED PROJECT TRAFFIC MEETS THE IRC THRESHOLD AND REQUIRES A RIGHT <br />TURN DECLERATION LANE ENTERING THE SITE AT THE PROPOSED NEW SR 60 ACCESS. <br />THE PROPOSED NEW ACCESS ON COLLEGE LANE DOES NOT TRIP ANY IRC THRESHOLDS <br />FOR TURN LANE REQUIREMENTS. <br />THE TWO TOWN CENTER DRIVEWAYS ADJACENT TO THE PROPOSED SITE EACH <br />ALREADY PROVIDE RIGHT TURN DECELERATION LANES. THE ONE ON STATE ROAD 60 <br />ALSO HAS AN EXISTING LEFT TURN LANE TO ACCOMMODATE THE LEFTS ENTERING. <br />FIGURE 5 <br />4110 PROPOSED PROJECT DRIVEWAY TRIP ASSIGNMENTS <br />13 10/03/2014 <br />rA``TACHMENT 4 196 <br />