Agenda - Council - 06/25/1991 - Laserfiche WebLink

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If 140 acres of industrially zoned land is brought into the urban service area, it would theoretically represent 2,134,440 of building square footage at 35% lot coverage. Forty-nine acres are currently developed, however, and this traffic is thus already included in the 1988 ADT figures. The remaining 9t acres would account for approximately 7,190 trips per day with 719 in the peak hour (based on 79 trips/acre) and a directional flow of 467 in the peak hour. The commercial acreage (37 acres of which two acres are currently developed) would account for 533,610 square feet of building which would generate approximately 16,O00 trips per day with approximately 1,600 trips in the peak hour. Assuming a 65% directional flow, the peak hour would generate 1,040 trips in a single direction. Residential use is expected to yield 31 tots in the expanded MUSA area. This would generate 310 trips per day with a peak hour directional flow of 20 trips. The total added trips attributed to the 205 acre expansion would be 1,527 peak hour trips in a single direction. The total number of peak hour trips would then be: 1988 vehicles Rural residential Commercial/industrial from expansion MUSA residential from expansion 2,990 374 2,319 20 5,703 65% directional flow Less alternative roadways Adjusted volume Volume/capacity of TH10 3,707 580 3,127 3,127/2400 = 3,127/32O0 -- 1.30 .98 OPTION #2. INDUSTRIAL LAND USE Industrial peak hour flow is more likely to be reflected in the 3:00-4:00 p.m. time period or the 7:00-8:00 a.m. time period than the morning peak hour. The second highest peak hour is 7:00-8:00 a.m. at 8.9% dropping to 5.5% from 8:00-9:00. incentives to start shifts at 8:30 thus would relieve earlier peaking conditions. A 5:00 p.m. shift end would fall within a 6.5% peaking condition. 4 I I I I I I I I I I I I I I I I ! I