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Community Transit — Merrill Creek Facility <br />Renovation — Transportation Analysis <br />3. Project Impacts <br />heffron <br />transportation inc <br />This section describes conditions that would exist with the proposed Merrill Creek Facility Renovation <br />improvements fully implemented. Vehicle trip estimates associated with the site were added based on <br />planned changes to employee building assignments and revised parking allocations described previously. <br />The changes in traffic patterns and volumes were combined with the 2027-without-project traffic volume <br />forecasts to reflect conditions with the project. Level of service analyses were performed to determine the <br />proposed project's impact on traffic operations. This section also addresses potential impacts to parking. <br />The following sections describe the methodology used to determine the proposed project's impacts. <br />3.1. Roadway Network <br />No changes to the adjacent roadway network are proposed. <br />3.2. Traffic Volumes <br />Site Trip Generation <br />Future trip generation for the site was derived based on the employee re -assignments, parking re- <br />allocations, and the long-terin site employment projections (763 employees) reflecting 30% growth. The <br />results are presented in Table 4; the baseline (normalized combined site) trip generation values are also <br />shown with the estimated net change due to the project. As shown, the project is estimated to increase <br />site -generated traffic by 12 PM peak hour trips. <br />It is important to note that these estimates were developed using the site trip generation rate (0.165-trips- <br />per-employee), which was derived by combining observed MCOB trips with estimated trips from 117 <br />administration and modular building employees who are assumed to generate higher levels of PM peak <br />hour traffic. However, since those administrative employees are to be re -assigned to KPCR, the future <br />rate at the Merrill Creek facility may be lower (similar to the observed October 2020 MCOB rate of <br />0.102-trips per -employee) and the future PM peak hour trip estimates may be conservatively high. <br />Table 4. Future Trip Generation — Community Transit Merrill Creek Facility (combined site) <br />Condition <br />Employment <br />Number of Trips <br />In Out Total <br />Proposed Combined Site with Project <br />Existing Combined Site <br />763 employees <br />693 employees <br />31 95 126 <br />28 86 114 <br />3 9 12 <br />Net Change <br />70 employees <br />Source: Heffron Transportation, Inc., November 2020 <br />1. Total employees for each site condition based on staffing re -assignment estimated provided by CT, October 2020. <br />Trip Distribution & Assignment <br />Site -generated peak hour traffic was re -assigned to the three access driveway intersections accounting <br />for the planned employee re -assignments and parking supply changes. Figure 8 shows the estimated net <br />changes to site -generated traffic during the PM peak hour; Figure 9 shows the forecast 2027 with - <br />project PM peak hour traffic volumes. <br />December 9, 2020 1 15 <br />