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Response to Completeness Review (4-24-14)
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Response to Completeness Review (4-24-14)
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4/24/2015 1:58:31 PM
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4/24/2015 1:58:10 PM
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PDD_Planning_Development
File Type
MA
File Year
15
File Sequence Number
1
Application Name
REST HAVEN
Document Type
Application Materials
Document_Date
4/24/2015
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Rest Haven TPR Analysis (14-206) <br /> March 31, 2015 <br />3.2Intersections <br />The following table lists the intersections identified for analysis in the scoping checklist <br />provided by the City of Eugene within Completeness Review comments for the Rest Haven Metro <br />Plan Amendment and Zone Change land use applications MA15-1 and Z15-1: <br />Table 2: Study Area Intersections <br />Design Hour Study <br />Intersection Jurisdiction Controls <br />Period <br />Willamette Street at PM Peak Hour <br />City of Eugene Signalized <br />Donald Street (30 Highest Hour) <br />th <br />Willamette Street at PM Peak Hour <br />City of Eugene Signalized <br />Crest Drive (30 Highest Hour) <br />th <br />Willamette Street at <br />PM Peak Hour <br />City of Eugene Unsignalized <br />E. 33 Avenue (30 Highest Hour) <br />rdth <br />Willamette Street at PM Peak Hour <br />City of Eugene Unsignalized <br />W. 39 Avenue (30 Highest Hour) <br />thth <br />Willamette Street at <br />PM Peak Hour <br />City of Eugene Unsignalized <br />E. 40 Avenue (30 Highest Hour) <br />thth <br />Willamette Street at PM Peak Hour <br />City of Eugene Unsignalized <br />Rest Haven (30 Highest Hour) <br />th <br /> <br />As discussed previously, the existing cemetery use is proposed to remain on the site at its <br />current development intensity and traffic generation levels and will continue to use its current <br />access north of E. 40 Avenue, which would be separate from any potential new development <br />th <br />access on the site. The existing cemetery will continue to operate in its current capacity in future <br />analysis scenarios, therefore; it was not included in analyses. Access to any new development on <br />the site is assumed to occur at a driveway that would access Willamette Street south of E. 40 <br />th <br />$YHQXHRQWKHVLWH·VIURQWDJH <br /> <br />Existing lane configurations and intersection controls at the study area intersections are <br />illustrated in Figure 1 on the following page. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />4 <br /> <br />© Branch Engineering, Inc. <br />
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