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Agenda - Council - 10/23/1990
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Agenda - Council - 10/23/1990
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Meetings
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Agenda
Meeting Type
Council
Document Date
10/23/1990
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However, it has been the case that the sewered area does in fact- <br />realize a somewhat higher lot coverage. Table thus provides <br />a comparison of the traffic impact of commercial and industrial <br />development associated with development at 15% lot coverage, 20% <br />lot coverage and the allowable 35% lot coverage. As can be seen, <br />the MUSA expansion is likely to increase peak hour commercial <br />traffic by approximately 11.7% (142/1218). A theoretical number <br />of 1784 peak hour trips could be generated under the allowable <br />35% lot coverage, however, as earlier indicated, this could occur <br />with or without MUSA expansion. <br /> <br />2010 TRAFFIC IMPACTS ASSOCIATED WITH COMMERCIAL AND INDUSTRIAL DEVELOPMENT <br /> <br />WITHIN 205 ACRE MUSA EXPANSION <br /> <br />B-1 Co.m~e~cial Acreage <br />B-1 Bulldlng Development <br />No. of Employees~ <br />No. of Vehicle Trips3 <br /> <br />At 15% At 2O% <br />w/out with At 35% <br />MUSA MUSA Allowable <br /> <br />30 30 30 <br />176,400 235,200 411,600 <br />466 623 1,089 <br />5,280 7,050 12,360 <br /> <br />I-1 Industrial Acreage _ <br />I-1 Building Developmentz <br />No. of Employees~ <br />No. of Vehicle Trips5 <br /> <br /> 140 140 140 <br />823,300 1,097,700 1,921,000 <br /> 1,646 2,196 3,842 <br /> 9,954 9,954 9,954 <br /> <br />Total No. of Daily Comm/Ind. Trips <br />Peak Hour C/I Trips (10%) <br />Peak Hour C/I Trips on Hwy. 10 (80%) <br />Net Peak Hour Difference MUSA/Non-MUSA <br /> <br />15,234 17,004 22,314 <br />1,523 1,700 2,231 <br />1,218 1,360 1,784 <br />-- 142 -- <br /> <br />ssumes 90% developed by 2010. <br /> C conversion 2.65 employees/i,000 SF. <br /> ased on 30 trips/i,000 SF of building. <br /> C conversion 2.0 employees/i,000 SF. <br /> ased on 79 trips per net developable acre. <br /> <br />HIGHWAY 10 CAPACITY <br /> <br />Anoka County's 2010 transportation plan indicates a 1986 ADT of <br />22,500 on Hwy. 10 near the Ramsey/Anoka city border. Mn/DOT's <br />most recent traffic counts in 1988 indicate 29,900 vehicles per <br />day at approximately the same location (Hwy. 10 west of Thurston <br />Avenue). At the peak hour approximately 2,990 vehicles would be <br />on Hwy. 10. Utilizing MC's standard of 1,200 vehicles per lane, <br />Hwy. 10 capacity would be 2,400 vehicles each direction for a <br />total of 4,800 vehicles per hour. By comparison, Anoka County <br />and Mn/DOT standards utilize 1,600 vehicles per lane for a total <br />capacity of 6,400 vehicles per hour. The following summarizes <br />the traffic impacts of the MUSA expansion and new rural <br />residential development on Hwy. 10. <br /> <br />22d <br /> <br />I /54 <br /> <br /> <br />
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