6300 MERRILL CREEK PKY BASE FILE 2018-01-01 MF Import

� Mr. Mike Warren �� �UADRANT June 16, 1997 Page - 3 - � driveway was evaluated because more egress left turns are anticipated to use this driveway. This LOS is for year 2030 and is based on traf�ic data contained in the S.W. EveretUPaine Field Subarea Plan and EIS. The analysis also shows that queuing will not be significant. The AM peak hour, based on traffic engineering inspection, also is projected to operate at good LOS without sienificant queues. The LOS was calculated using the procedures in the Transportation Research �@oard Hi9h�tay aoa .itv I�Lial - S ecial Re ort 2no 3rd tdition uNdated 1994. The LOS shown indicate overai! inte;section operation. At intersections, LOS is determined by the calculated average delay per vehicle, The LOS and corresponding average delay in seconds are as follows: TYPE OF A D C D E F INTERSECTiON Signalized 55.0 >5.0 and >15.0 and >25.0 and >40.0 and >60.0 � 515.0 525.0 540.0 560.0 Stop Sign 55.0 >5 and >10 and >20 and >30 and >45 Control s10 S 20 5 30 S 45 Concluslons and Recommendatlons We have reviewed the proposed access driveways for the Quadrant Lot 2F project in conte�! with the S.W. EveretUPaine Field Subarea Plan and EIS. Based on our understanding of the plan, the proposed project access is consistent with the plan. Therefore, ws recommend that iha project be ailowed to proceed with the (ollowing traffic mitigation measures: • Either connect to tha exiting Cintas driveway or provide a minimum of 125 ft. (centerline to centerline) of space between the sites' west driveway and the Cintas driveway. • East site access drivaway constructed in accordance with the City of Everett :equirements. . i E057197.Ltr �