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2008-02-26_PWETC_AgendaPacket
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2008-02-26_PWETC_AgendaPacket
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Commission/Authority Name
Public Works Commission
Commission/Committee - Document Type
Agenda/Packet
Commission/Committee - Meeting Date
2/26/2008
Commission/Committee - Meeting Type
Regular
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Debra Bloom, P.IJ. January 15, 2008 <br />City of Roseville Page 17 <br />Due to the physical constraints Haar the intersection of County Road C/Fairview Avenue <br />(railroad line immediately south, high-voltage power line structures immediately south aril <br />existing developments in the northwest and northeast quadrants), there are no minor <br />improvements that can be implemented to obtain acceptable operations. Although only one <br />intersection operates unacceptably, internal roadway configuration 2 includes an incomplete <br />roadway system. Future plans for increased redevelapanent in this area (subarea I, II and III) <br />dictate the need to establish a strong internal roadway network. <br />Therefore, internal roadway configuration 3 was reviewed as the next recommended <br />improvement. The analysis results shown in Table 6 indicate all key intersections will operate at <br />an acceptable L4S D or better under year 2016 build conditions during the a.an. and p.m. peak <br />hours, with internal roadway configuration 3 and the roadway ianprovemelrts listed at this point. <br />In addition, the roundabouts along Twin Lakes Parkway will operate acceptably under this final <br />year 2016 scenario. <br />Table 6 <br />Year 2016 Build Conditions -Internal Roadway Configuration 3 <br />Lerrel of Service Results <br />Intersection Leve[ of Service <br /> A.M. Peak P.M. Peak <br />Cleveland Avenue/County Road D C D <br />Cleveland Avenue/County Road C2 A B <br />Cleveland Avenue/I-3SW Northbound Ramps C D <br />Cleveland Avenue/County Road C C D <br />County Road C/Prior Avenue C C <br />County Road C/Fairview Avenue C D <br />Fairview Avenue/Terrace Drive (1) A B <br />~ i1 3n order for this intersection to operate acceptably a traffic signal was assumed under "lnteina] Roadway Configuration 3" <br />see Figure 3D: Year 2036 Peak Hour Traffic Volumes -Configuration 3 <br />YEAR 2030 BUILD CONDITIONS <br />Year 2030 traffic forecasts were developed as part of the Twin Lakes AUAR Update traffic <br />analysis. Three distinct redevelopment scenarios were reviewed. The first represents the intent <br />of the comprehensive plan and is inclusive of all major land use redevelopment options, based <br />on a worst-case redevelopment scenario for traffic generation (Twin Lakes AUAR Update <br />scenario A). The second redevelopment scenario is focused on residential development, <br />combined with other complimentary land uses (i.e., offce grad retail} {Twin Lakes AUAR Update <br />scenario B). The third redevelopment scenario represents anon-residential focus (Twin Lakes <br />AUAR Update scenario C). The last rivo redevelopaxaent scenarios {B and C) were developed in <br />an effort to balance land use size and trip generation. It should be noted that these scenarios <br />have very similar total trips generated during floe p.3n. peak hour, while scenario B generates <br />more trips on a daily basis. <br />
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