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2. For Single -Family Units in 5th Edition ITE Manual: <br />a. Average Weekday Trip Ends: 10.1/unit <br />b. P.M. Peak Hour Trip Ends: 1.01/unit <br />C. Inbound (P.M. Peak Hour): 65% <br />i. Eastbound (P.M. Peak Hour): 51% <br />ii. Westbound (P.M. Peak Hour): 49% <br />d. Outbound (P.M. Peak Hour): 35% <br />i. Eastbound (P.M. Peak Hour): 49% <br />ii. Westbound (P.M. Peak Hour): 51% <br />3. Peak Direction of SR 60, from 100th Avenue to I-95: Eastbound <br />4. Formula for Determining Number of Peak Hour/Peak Season/Peak <br />Direction Trips Generated: Number of Units X P.M. Peak Hour <br />Rate X Inbound P.M. Percentage X Inbound -Southbound Percentage <br />(580 X 1.01 X .65 X .51 = 194) <br />5. Formula for Determining Number of Average Weekday Trips <br />Generated: Number of Units X Average Weekday Rate <br />(580 X 10.1 = 51858) <br />Proposed Land Use Designation <br />1. Use Identified in 5th Edition ITE Manual: Industrial <br />2. For 101.8 acre Industrial Developments in 5th Edition ITE <br />Manual: <br />a. Average Weekday Trip Ends: 6.75/acre <br />b. P.M. Peak Hour Trip Ends: 2.16/acre <br />C. Inbound (P.M. Peak Hour): 50% <br />i. Eastbound (P.M. Peak Hour): 51% <br />ii. Westbound (P.M. Peak Hour): 49% <br />d. Outbound (P.M. Peak Hour): 50% <br />i. Eastbound (P.M. Peak Hour): 49% <br />ii. Westbound (P.M. Peak Hour): 51% <br />3. Peak Direction of SR 60, from 100th Avenue to I-95: Eastbound <br />4. Formula for Determining Number of Peak Hour/Peak Season/Peak <br />Direction Trips Generated: Total Acreage X P.M. Peak Hour Rate <br />X Inbound P.M. Percentage X Inbound -Eastbound Percentage <br />(101.8 acres X 2.16/acre X .5 X .51 = 56) <br />5. Formula for Determining Number of Average Weekday Trips <br />Generated: Total Acreage X Average Weekday Rate <br />(101.8 acres X 6.75/acre = 687) <br />6. Traffic Capacity on this segment of SR 60, at a Level of <br />Service "D": 1,280 peak hour/peak season/peak direction trips <br />7. Total Segment Demand (existing volume + vested volume) on this <br />segment of SR 60: 496 peak hour/peak season/peak direction <br />trips <br />The number of Average Weekday Trip Ends associated with the most <br />intense use of the subject property under the existing land use <br />designation is 5,858. This was determined by multiplying the 580 <br />units (most intense use) by ITE's single-family residential factor <br />of 10.1 Average Daily Trip Ends/unit. <br />The number of Average Weekday Trip Ends. associated with industrial <br />development on Subject Property 1 is 687. This was determined by <br />multiplying the 101.8 acres by ITE's industrial development fitted <br />curve factor of 6.75 Average Daily Trip Ends/acre. <br />Since the county's transportation level of service is based on peak <br />hour/peak season/peak direction characteristics, the transportation <br />concurrency analysis addresses project traffic occurring in the <br />peak hour and affecting the peak direction of impacted roadways. <br />According to ITE, the proposed use generates more volume in the <br />p.m. peak hour than in the a.m. peak hour. Therefore, the p.m. <br />peak hour was used in the transportation concurrency analysis. The <br />peak direction during the p.m. peak hour on SR 60 is eastbound. <br />A0QX PAG <br />NOVEMBER 12, 1996 93 <br />