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Community Transit - Merrill Creek Facility <br />Renovation - Transportation Analysis <br />heffron <br />transportation inc <br />Table 3. Level of Service Summary - Existing (2020) and 2027-Without-Project Conditions <br />Existing (2020) <br />2027 w/o Project <br />LOS t <br />Delay P <br />LOS <br />Delay <br />One- or Two -Way -Stop Controlled Intersection <br />Hardeson Rd / North MCOB Dwy (overall) <br />A <br />1.0 <br />A <br />0.9 <br />Northbound Left Turns <br />A <br />8.1 <br />A <br />8.3 <br />Eastbound Movements <br />B <br />11.7 <br />B <br />12.5 <br />Westbound Movements <br />B <br />12.9 <br />B <br />14.1 <br />Southbound Left Turns <br />A <br />0.0 <br />A <br />0.0 <br />Hardeson Rd / Shuksan Way / Ctr MCOB Dwy (overall) <br />A <br />3.6 <br />A <br />4.4 <br />Northbound Left Turns <br />A <br />8.9 <br />A <br />9.1 <br />Eastbound Movements <br />A <br />0.0 <br />A <br />0.0 <br />Westbound Left Turns <br />C <br />18.6 <br />C <br />23.5 <br />Westbound Thru-Right Turns <br />C <br />15.8 <br />C <br />18.3 <br />Southbound Left Turns <br />A <br />7.9 <br />A <br />8.1 <br />Hardeson Rd / North MCOB Dwy (overall) <br />A <br />0.4 <br />A <br />1.2 <br />Northbound Left Turns <br />A <br />8.4 <br />A <br />8.7 <br />Eastbound Movements <br />B <br />13.0 <br />B <br />14.1 <br />Source: Heffron Transportation, Inc., November 2020. <br />LOS = Level of service. <br />2. Delay = Average seconds of delay per vehicle. <br />2.5. Parking <br />At the existing MCOB, parking for buses, shuttles, non -revenue fleet vehicles, and vanpool vans, occurs <br />in several areas throughout the overall site. Personally -owned vehicles (POVs) of MCOB employees, <br />including bus operators, are parked in the large lot (325 full-size spaces, 4 motorcycle spaces) located <br />north and west of the maintenance building. Employees working in the administration and modular <br />buildings generally use the lot south and east of the administration building (with 1 11 full-size spaces). <br />Parking demand at the MCOB fluctuates through the day and can vary based on a variety of factors, but <br />typically peaks midday when the largest numbers of maintenance staff, coach operators, and supervisors <br />have vehicles parked on -site simultaneously. In October 2020, CT staff conducted parking demand <br />counts at the MCOB site over four days to document the current level of demand. The counts were <br />performed hourly from noon to 5:00 P.M. on Wednesday, October 14 and from 10:00 A.M. to 5:00 P.M. <br />Tuesday through Thursday, October 20 to 22, 2020. The results of the counts are shown with the <br />average demand trend in Figure 7. Parking demand counts were not conducted at the administration <br />building because most of those employees were working from home at the time. As shown, the peak <br />demand of 256 vehicles was observed at 1:00 P.M. on Thursday, October 2, 2020. Based on the total <br />number of existing MCOB employees (576), the peak demand rate is estimated at 0.44 vehicles per <br />MCOB employee. <br />Peak parking demand generated by the administration and modular buildings was estimated using rates <br />and equations published for General Office Building (Land Use 710) by ITE in Parking Generation.10 <br />For normalized conditions with the 117 employees assumed to be working at the site, the peak demand <br />is estimated at 98 vehicles occurring between 10:00 A.M. and noon on weekdays. <br />10 ITE, 51h Edition, January 2019. <br />December 9, 2020 1 13 <br />