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s <br />Existing Zoning District <br />1. Use Identified in 5th Edition ITE Manual: <br />Single -Family Residential <br />2. For Single -Family Units: <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. Westbound (P.M. Peak Hour): 60% <br />ii. Eastbound (P.M. Peak Hour): 40% <br />d. Outbound (P.M. Peak Hour): 35% <br />i. Westbound (P.M. Peak Hour): 40% <br />ii. Eastbound (P.M. Peak Hour): 60% <br />3. P.M. *Peak Direction of S.R. 60, from I-95 to 82nd Avenue: <br />Westbound <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 -Westbound Percentage <br />(2 X 1.01 X .65 X .60 = 1) - <br />5. Formula for Determining Number of Average Weekday Trips <br />Generated: Number of Units X Average Weekday Rate <br />(2 X 10.1 = 20) <br />Proposed Zoning District <br />1. Use Identified in 5th Edition ITE Manual: <br />Single -Family Residential <br />2. For Single -Family Units: <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. Westbound (P.M. Peak Hour): 60% <br />ii. Eastbound (P.M. Peak Hour): 40% <br />d. Outbound (P.M. Peak Hour): 35% <br />i. ' Westbound (P.M. Peak Hour): 40% <br />ii. Eastbound (P.M. Peak Hour): 60% <br />3. P.M. Peak Direction of S.R. 60, from I-95 to 82nd Avenue: <br />Westbound <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 -Westbound Percentage <br />(106 X 1.01 X .65 X .60 = 42) <br />(trip distribution based on a Modified Gravity Model) <br />5. Formula for Determining Number of Average Weekday Trips <br />Generated: Number of Units X Average Weekday Rate <br />(106 X-10.1 = 1,071) <br />6. Traffic Capacity on this segment of S.R. 60, at a Level of <br />Service "D": 1,650 peak hour/peak season/peak direction trips <br />7. Existing Traffic volume on this segment of S.R. 60: 1,114 peak <br />hour/peak season/peak direction trips <br />5M A L 7 � <br />APRIL 49 1995 35 <br />