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CCP 01-21-2003
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CCP 01-21-2003
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<br />I <br />I <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />,I <br />.e <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />.- <br />I <br /> <br />. <br /> <br />An additional eastbound left turn lane at the intersection of the 1-694 ramps and <br />Lexington Avenue. <br /> <br />If a north-south connection is extended north of CR 96 to CR I, a new lane <br />configuration is recommended to be built for the southbound movement at the <br />intersection of this connection and CR 96. <br /> <br />. <br /> <br />hnprovements to Lexington Avenue, Guidant Drive South, Hamline Avenue and West <br />Floral Drive are not recommended due to low cross street volumes and signal spacing <br />constraints. <br /> <br />Future Build Conditions <br /> <br />Traffic Forecasts/Trip Generation <br /> <br />The traffic analysis for future (2005 and 2020) Build conditions incorporates the <br />background traffic growth assumptions used in the No-Build analysis plus estimated trips <br />that will be generated by the proposed Guidant Campus expansion. The 1997 ITE Trip <br />Generation manual was used as the basis for trip estimates. With the additional <br />office/limited industrial space to be added to the campus in 2005 (phase I), there will be <br />approximately 1,893 total trips in the A.M. peak and 1,8l9 trips during the P.M. peak by <br />comparison to the existing (2002) and 2005 No-Build 1,541 A.M. peak and 1,401 P.M. <br />peak total trips. ln 2020, (full build-out scenario), the additional office/limited industrial <br />space will result in approximately 3,261 total trips in the A.M. peak and 3,120 total trips <br />during the P.M. peak. <br /> <br />The directional trip distribution for the site-generated traffic was determined based on <br />information provided by Guidant on current employee home addresscs and likely travel <br />routes for those employees as well as actual traffic counts and the regional travel demand <br />model that is based on individual cities' planned growth. The 2005 site trip distribution <br />during the A.M. peak hour estimates 47.9 percent of the trips to the campus originate from <br />the north and 52.8 percent originate from the south. During the P.M. peak hour, <br />59.2 percent of the trips leave the campus and travel south and 41.5 percent travel to the <br />north. The 2020 site trip distribution during the A.M. peak hour estimates that 48.0 percent <br />of the trips to the campus originate from the south and 52.7 percent originate from the <br />north. During the P_M_ peak hour, 59.5 percent of the trips leave the campus and travel <br />south and 4l.l percent travel to the north. <br /> <br />Projected 2020 Build ADT volumes are as follows: <br /> <br />. CR F ~ 15,100 ADT <br />CR 96 = 26,1 00 ADT <br />. Hamline Avenue = 16,000 ADT <br />Lexington Avenue = 24,400 ADT <br />1-694 = 135,000 ADT <br /> <br />Guidant Campus Master Plan <br />Final AUAR and Mitigation Plan <br /> <br />- 35 - <br /> <br />January 2003 <br />
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