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• <br /> • <br /> Jim Erickson <br /> Glen Van Wormer <br /> John Hagen <br /> May 15, 1997 <br /> Page 4 <br /> TABLE 1 <br /> PM PEAK HOUR TURNING MOVEMENTS <br /> EXISTING CONDITION <br /> • <br /> Eastbound Westbound Northbound Southbound <br /> LOCATION L TR L T RL TRL TR <br /> Intersection Ax 34 995 72 19 1838• 27 158 187 5 17 55 15 <br /> Driveway Dill 15 - 36 - - - 17 333 - 47 99 - <br /> Driveway E - - - - - - - - - - - - <br /> • ! Based on turning movement counts taken on 3/12/97. <br /> Source: Biko Associates, Inc.; 3/19/97 <br /> . TABLE 2 <br /> PM PEAK HOUR TURNING MOVEMENTS <br /> BUILD PROPOSED DEVELOPMENT <br /> Eastbound j Westbound Northbound Southbound <br /> LOCATION L T RL T RL TR L TR <br /> Intersection A 34 1045 90 99 1838 27 222 195 24 21 58 15 <br /> Driveway D 15 - 36 11 - 54 17 370 11 58 141 47 <br /> Driveway E - - - 12 - 36 - 362 12 40 148 - <br /> Note: None of the trips destined to or leaving from uses proposed to be located on the <br /> southeast corner of the Highway 10/Silver Lake Road intersection were assigned to <br /> Driveway E. All of these trips were assigned to either Driveway A or Driveway D. <br /> ioSource: Biko Associates, Inc.; 3/19/97 <br />