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I <br /> Draft Memorandum Perteet <br /> 2707 Colby Avenue,Suite 900,Everett,WA 98201 I P 425.252.7700 I F 425.339.6018 <br /> Community Transit is in the process of developing route concepts and frequencies for the proposed Transit <br /> Center.As such,the available information regarding routes and schedules is preliminary and may change prior <br /> ' to the facility opening.The Seaway Transit Center is expected to serve routes for Community Transit(SWIFT II, <br /> 280), King County Metro(952),and Everett Transit(3,8, 12,70),as well as Boeing shuttles.Community Transit <br /> projects 25 combined trips through the Transit Center for these routes and shuttles in the year of opening. <br /> However, the only new trips that will be generated by the Seaway transit center are for SWIFT II and Boeing <br /> Shuttle;all other service is existing.These two new routes will account for 6 new stops each in the PM peak hour. <br /> Because each stop at the transit center consists of a start node and an end node,this development will generate <br /> 24 PM peak hour trips,which is below the 50 trip threshold. <br /> Due to the success of the existing SWIFT route,and the anticipated success of the proposed route that will run <br /> from the Seaway Transit Center,the development is projected to reduce the number of vehicle trips on the City <br /> of Everett traffic network.Though some additional trips will be generated by transit coaches and staff vehicles, <br /> those volumes will be offset by the number of drivers who will shift behavior and change from SOV to SWIFT. <br /> Per the Community Transit BRT Corridor Planning and Route Definition Study prepared for SWIFT II,the route <br /> would serve 3,300 daily riders if opened this year,and 4,000 riders per day by 2035.The riders will almost all be <br /> current road users that will switch from SOV or a different transit route to SWIFT. Assuming 240 new daily <br /> transit trip ends due to the Seaway Transit Center,even if only 7.5%of SWIFT II riders were previously SOV,the <br /> trip reductions would exceed the additional transit trips and traffic mitigation fees would not be required.The <br /> anticipated switch from SOV is expected to exceed 7.5%,therefore,the Seaway Transit Center is not expected <br /> to trigger any traffic mitigation fees. <br /> Local employers along the route will communicate information about the proposed SWIFT line due to <br /> Commute Trip Reduction (CTR) requirements.Over 1,000 sites and businesses in Washington State meet the <br /> CTR requirements,including Boeing and others along the proposed route. <br /> Traffic Analysis <br /> Though not required per City of Everett standards, a traffic analysis was conducted to test the signal <br /> configuration at the transit center and PUD driveways as well as confirm that operations at Seaway Boulevard <br /> and 75th Street SW would not be significantly impacted. <br /> Three performance metrics were tested for each study intersection:intersection volume to capacity ratio(v/c), <br /> average control delay per vehicle, and level of service (LOS). These values are computed using the Highway <br /> Capacity Manual(HCM),which outlines how to model intersection operations.The study intersections were <br /> modeled in Synchro 8,which is a software developed by Trafficware that applies the HCM methodology to user- <br /> defined geometry,volumes,and signal timing information. <br /> LOS ranges from A (least delay) to F (most delay). For signalized intersections, the performance metric is a <br /> function of the average delay for all vehicles that travel through the intersection. Table 1 summarizes level of <br /> service ranges for intersections controlled by traffic signals. <br /> i <br /> I <br /> Page I I <br /> File location:X:\Community Transit\Projects\201 10155-Community Transit On-Call\.016-Seaway Transit Center Preliminary Engineering\Traffic\Submittals\02- <br /> Revision based on Katherine Casseday Comments\Seaway Transit Center -DRAFT Traffic Memorandum.docx <br /> I <br />