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• <br />r1 <br />Table 1: Site Information <br />Existing Land Use <br />Designation <br />Proposed Land Use <br />Designation <br />1. Land Use Identified in 5`" Edition ITE Manuel <br />Single -Family <br />Retail Shopping Center <br />a. Average Weekday Trip Ends <br />10.1/unit <br />119/1,000 sq. ft. <br />b. P.M. Peak Hour Trip Ends <br />1.01/unit <br />10.87/1,000 sq. ft. <br />C. Inbound (P.M. Peak Hour) <br />65% <br />48% <br />L Westbound (P.M. Peak Hour) <br />50% <br />50% <br />ii. Eastbound (PAL Peak Hour) <br />50% <br />50% <br />d. Outbound (P.M. Peak Hour) <br />35% <br />52% <br />i. Westbound (P.M. Peak Hour) <br />52% <br />50% <br />ii. Eastbound (P.M. Peak Hour) <br />48% <br />50% <br />3. Peak Direction of 45'h Street from Old Dixie Highway to <br />43nd Avenue. <br />Westbound <br />Westbound <br />4. Number of Peak Hour/Peak Season/Peak Direction Trips <br />Generated: <br />6.89 <br />34 <br />5. Number of Average Weekday Trips Generated. <br />212.1 <br />2,498 <br />6. Traffic Capacity on This Segment of 451h Street, at a <br />LOS "D" <br />760 peak hour/peak <br />season/peak direction <br />trips <br />760 peak hour/peak <br />season/peak direction <br />trips <br />7. Total Segment Demand (Existing Volume+ Vested <br />Volume) on This Segment of 45'b Street <br />352 peak/hour/peak <br />season4mk direction <br />trips <br />352 peak/hour/peak <br />season/peak direction <br />trips <br />The number of Average Weekday Trip Ends associated with the most intense use of the subject <br />property under the existing land use designation is 212. This was determined by multiplying the 21 <br />units (most intense use) by ITE's single-family residential factor of 10.1 Average Daily Trip <br />Ends/unit. <br />The number of Average Weekday Trip Ends associated with the most intense use of the subject <br />property under the proposed land use designation is 2,498. This was determined by multiplying the <br />21,000 square feet of shopping center use (most intense use) by ITE's shopping center fitted curve <br />factor of 119 Average Daily Trip Ends/1,000 square feet. <br />Since the county's transportation level of service is based on peak hour/peak season/peak direction <br />characteristics, the transportation concurrency analysis addresses project traffic occurring in the peak <br />hour and affecting the peak direction of impacted roadways. According to ITE, the proposed use <br />generates more volume in the p.m. peak hour than in the a.m. peak hour. Therefore, the p.m. peak <br />hour was used in the transportation concurrency analysis. The peak direction during the p.m. peak <br />hour on 45'h Street is westbound <br />Given those conditions, the number of peak hour/peak season/peak direction trips that would be <br />generated by the most intense use of the subject property under the existing land use designation was <br />calculated to be 7. This was determined by multiplying the total number of units allowed (2 1) under <br />the existing land use designation by ITE's factor of 1.01 p.m. peak hour trips/unit, to determine the <br />total number of trips generated Of these trips, 65% will be inbound and 35% will be outbound. Of <br />the inbound trips, 50% or 7 will be westbound <br />April 28, 1998 <br />39 <br />