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r MAY 2 5 1993 <br />3. <br />4. <br />b. <br />5-6 p.m. Peak Hour Outbound Trip Ends: <br />11% (ITE Manual) <br />BOOK 89 o,,U-L655 -7 <br />c. 5-6 p.m. Peak our Inbound Trip Ends: <br />10.3% (ITE Manual) <br />Formula for Determining Total New Trip Ends: <br />Total Square Footage X Average Weekday Vehicle Trip Ends <br />(trip distribution based on a Modified Gravity Model) <br />a. Total Average Weekday Trip Ends: <br />145,300 X 62.59/1000 = 9,094 <br />b. Total P.M. Peak Hour/Peak Season/Inbound Trip Ends: <br />90094/2 X 10.3% = 469 <br />c. Total P.M. Peak Hour/Peak Season/Outbound Trip Ends: <br />9,094/2 X 11% = 500 <br />d. Percentage New Trips: 70% (based on the ITE Manual) <br />i. New Average Weekday Trip Ends: 9,094 X-70% = 6,366 <br />ii. New P.M. Peak Hour/Peak Season/Inbound Trip Ends: <br />469 X 70% = 328 <br />iii. New P.M. Peak Hour/Peak Season/Outbound Trip Ends: <br />500 X 70% = 350 <br />Peak Direction of U.S. #1, from 69th Street to Old Dixie <br />Highway: Southbound <br />5. Traffic Capacity on U.S. #1, from .69th Street to Old Dixie <br />Highway, at a Level of Service "D": 2,650 peak hour/peak <br />season/peak direction trips <br />6. Existing Traffic volume on this segment of U.S. #1: <br />747 peak hour/peak season/peak direction trips <br />The number of Average Weekday Trip Ends associated with the most <br />intense use of the subject property under the present zoning is <br />264. This was determined by multiplying the 45 DU's (most intense <br />use), by ITE's factor of 5.86 Average Daily Trip Ends/DU. <br />The number of peak hour/peak season/inbound trip ends associated <br />with the most intense use of the subject property under the present <br />zoning is 16. This was determined by taking 65% (local <br />measurement) of 45 DU's (most intense use), multiplied by ITE's <br />factor of 0.55 peak hour trip ends/DU. <br />Similarly, the number of peak hour/peak season/outbound trips <br />associated with the most intense use of the subject property under <br />the present zoning is 9. This was determined by taking 35% (local <br />measurement) of 45 DU's (most intense use), multiplied by ITE's <br />factor of 0.55 peak hour trip ends/DU. <br />The number of new p.m. peak hour outbound trips associated with <br />this request was determined by multiplying ITE's factor of 62.59 <br />Average Weekly Vehicle Trip Ends/1000 gross square feet by 145,300 <br />square feet (the most intense use) to get the total daily trips. <br />Dividing the total daily trips by 2 to get the 24 hour outbound <br />volume, applying the ITE Shopping Center Use p.m. peak hour <br />outbound factor (11%) , and multiplying that number by 70% (based on <br />the ITE Manual) to ensure that only new trip ends are counted, <br />indicates that the total p.m. peak hour outbound trips for the <br />proposed use will be 350. <br />A similar methodology was used to project p.m. inbound trips. <br />Instead of the 11% factor used for outbound trips, a 10.3% factor <br />was used.to estimate p.m. peak hour inbound trips. Using the same <br />54 <br />