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on Indian River Boulevard, and would become L.O.S. "E" at that <br />point." <br />Commissioner Wheeler felt that any time a car crossed 4 <br />lanes of traffic to make a left turn, the L.O.S. was considered <br />"E", and Director Davis explained that it depends on the volume <br />of traffic on the 4 -lane roadway. Right now the volume is in the <br />order of 11,000-12,000 trips per day, and you can interrupt and <br />make a turn movement without lengthy delay. <br />Attorney Collins: "Based on experience with the trips out <br />of the Vista residential area, is an assignment of 10o traffic <br />onto Indian River Boulevard from the shopping center a <br />conservative assignment, or would an assignment of 30% of the <br />trips onto Indian River Boulevard be more accurate?" <br />Director Davis: "In my opinion, 1 feel that 30o is more <br />accurate." <br />Attorney Collins: "Does the 30o assignment show 204 left <br />turns onto Indian River Boulevard from the shopping center?" <br />Director Davis: "I feel that the consultant, Kimley-Horn, <br />is indicating that the storage that is provided by adding a lane <br />in that area would accommodate 204 vehicles per hour, based on <br />DOT standards." <br />Attorney Collins: If there is 204 trips capacity stacking <br />lane, how many trips do the 30o convert into per hour. In other <br />words, if 30o trips out of the shopping center are going out onto <br />Indian River Boulevard, how many trips per hour are turning left <br />onto Indian River Boulevard?" <br />Mr. Bird felt he could answer that question. He stated that <br />there is a total of 396 trips from the site, and 30% of 396 is <br />118 trips. However, some of those will go north onto Indian <br />River Boulevard and some will go left, so we are looking at a <br />portion of the 118 trips. He explained that Kimley-Horn showed <br />the 204 figure just to show that there is an overkill on storage <br />with the addition of the 4th lane and that it is more than what <br />is needed based on the traffic volumes. <br />38 <br />APR 51988 <br />BOOK 71 PAGE 468 <br />