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<br />An operations analysis was conducted for the 14 intersections in
<br />operational issues within the AUAR study area. Current volumes w
<br />Redevelopment Traffic Study, performed by SEH dated August 29, 2s
<br />for this analysis were based on field verified existing intersec
<br />Trip Generation
<br />A summary of the Minimum and Maximum Development Scenario trip generation calcula
<br />and PM peak hours are shown in Table 18-3 and Table 18-4.
<br />Table 18-3. Minimum Development Scenario Trip Generation
<br />Total AM
<br />Units / K AM AM PM Trips PM Trips PM
<br />Use Daily Trips
<br />sq. ft. Trips In Trips In Out Trips
<br />Trips Out
<br />Residential 1,500 11,050 210 650 860 660 405 1,065
<br />Retail 500 21,350 300 180 480 890 965 1,855
<br />Non-retail
<br />1,700 16,480 1,995 280 2,275 370 1,815 2,185
<br />Commercial
<br />Total 48,880 2,505 1,110 3,615 1,920 3,185 5,105
<br />15% Transit and Multi-
<br />41,550 2,130 945 3,075 1,630 2,710 4,340
<br />use Reduction Factor
<br />
<br />Table 18-4. Maximum Development Scenario Trip Generation
<br />Total AM
<br />Units / K AM AM PM Trips PM Trips PM
<br />Use Daily Trips
<br />sq. ft. Trips In Trips In Out Trips
<br />Trips Out
<br />Residential 2,500 18,395 350 1,085 1,435 1,100 675 1,775
<br />Retail 550 23,485 325 200 525 980 1,060 2,040
<br />Non-retail
<br />1,950 18,285 2,195 305 2,500 415 2,010 2,425
<br />Commercial
<br />Total 60,165 2,870 1,590 4,460 2,495 3,745 6,240
<br />15% Transit and Multi-
<br />51,140 2,440 1,350 3,790 2,120 3,185 5,305
<br />use Reduction Factor
<br />Trip Distribution
<br />The anticipated directional trip distribution for site users is
<br />included as Appendix C.
<br />Transit
<br />Transit service exists in areas adjacent the project area, and t
<br />the project evolves, Metro Transit will be engaged to evaluate pto
<br />potentially consider the addition of park and ride lots within t
<br />
<br />
<br />April 2014 Draft 28
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