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lowered. The site information used for determining traffic is as <br />follows: <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: 9.55/unit <br />b. P.M. Peak Hour Trip Ends: 1.01/unit <br />c. Inbound (P.M. Peak Hour): 65% <br />i. Northbound (P.M. Peak Hour): 25% <br />ii. Southbound (P.M. Peak Hour): 75% <br />d. Outbound (P.M. Peak Hour): 35% <br />i. Northbound (P.M. Peak Hour): 75% <br />ii. Southbound (P.M. Peak Hour): 25% <br />3. P.M. Peak Direction of Indian River Boulevard, from 4th Street <br />at U.S. #1 to 12th Street: Southbound <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 />(27 X 1.01 X .65 X .75 = 13) <br />5. Formula for Determining Number of Average Weekday Trips <br />Generated: Number of Units X Average Weekday Rate <br />(27 X 9.55 = 258) <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: 9.55/unit <br />b. P.M. Peak Hour Trip Ends: 1.01/unit <br />C. Inbound (P.M. Peak Hour): 65% <br />i. Northbound (P.M. Peak Hour): 25% <br />ii. Southbound (P.M. Peak Hour): 75% <br />d. Outbound (P.M. Peak Hour): 35% <br />i. Northbound (P.M. Peak Hour): 75% <br />ii. Southbound (P.M. Peak Hour): 25% <br />3. P.M. Peak Direction of Indian River Boulevard, from 4th Street <br />at U.S. #1 to 12th Street: Southbound <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 />al 6 (W X 1.01 X .65 X .75 = 133 ) <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 />(270 X 9.55 = 2,579) <br />6. Traffic Capacity on this segment of Indian River Boulevard, at <br />a Level of Service "D": 1,770 peak hour/peak season/peak <br />direction trips <br />FEBRUARY 7, 1995 63 <br />