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Existing Land Use Designation <br />1. Residential Use Identified in 5th Edition ITE Manual: <br />Single -Family <br />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. Westbound (P.M. Peak Hour): 52.4% <br />ii. Eastbound (P.M. Peak Hour): 47.6% <br />d. Outbound (P.M. Peak Hour): 35% <br />i. Westbound (P.M. Peak Hour): 47.6% <br />ii. Eastbound (P.M. Peak Hour): 52.4% <br />3. Peak Direction of SR 60, from 58th Avenue to 66th 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 />(36 X 1.01 X .65 X .524 = 12) <br />5. Formula for Determining Number of Average Weekday Trips <br />Generated: Number of Units X Average Weekday Rate <br />(36 X 10.1 = 364) <br />Proposed Land Use Designation <br />L <br />1. Retail Commercial use Identified in 5th Edition ITE Manual: <br />Shopping Center <br />2. For 46,000 sq.ft. Shopping Centers in 5th Edition ITE Manual: <br />a. Average Weekday Trip Ends: 94.56/1,000 square feet <br />b. P.M. Peak Hour Trip Ends: 8.69/1,000 square feet <br />C. Inbound (P.M. Peak Hour): 50% <br />i. Westbound (P.M. Peak Hour): 52.4% <br />ii. Eastbound (P.M. Peak Hour): 47.6% <br />d. Outbound (P.M. Peak Hour): 50% <br />i. Westbound (P.M. Peak Hour): 47.6% <br />ii. Eastbound (P.M. Peak Hour): 52.4% <br />3. Peak Direction of SR 60, from 58th Avenue to 66th Avenue: <br />Westbound <br />4. Formula for Determining Number of Peak Hour/Peak Season/Peak <br />Direction Trips Generated: Total Square Footage X P.M. Peak <br />Hour Rate X Inbound P.M. Percentage X Inbound -Westbound <br />Percentage (46,000 x 8.69/1,000 x .5 X .524 = 105) <br />(trip distribution based on a Modified Gravity Model) <br />5. Formula for Determining Number of Average Weekday Trips <br />Generated: Total Square Footage X Average Weekday Rate <br />(46,000 x 94.56/1,000 sq.ft. = 4,350) <br />6. Traffic Capacity on this segment of SR 60, at a Level of <br />Service "D": 2,840 peak hour/peak season/peak direction trips <br />7. Existing Traffic volume on this segment of SR 60: <br />1,288 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 existing land use <br />designation is 364. This was determined by multiplying the 36 <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 the most <br />intense use of the subject property under the proposed land use <br />designation is 4,350. This was determined by multiplying the <br />46,000 square feet of shopping center (most intense use), by ITE's <br />shopping center fitted curve factor of 94.56 Average Daily Trip <br />Ends/1,000 square feet. <br />NOVEMBER 12, 1996 69 ®oo�` KJA <br />