7400 HARDESON RD 2018-01-02 MF Import

� Mr. Darren Peugh INTRACORP _ June 11, 1997 Pape - 3 - "Any development that exceeds 30 peak hour trips per net developable acre must complete additional tra8ic analysis'. �i V It is our understanding that the project site has 3.61 useabte acres. Thus, the EIS assumed a maximum traffic impact during the PM peak hour of 108 trips. The trip generation estimated above for the project is 18 peak hour trips. Therefore the proposed Intracorp Industrial Center - 75th/Tract B project is well within the EIS assumption. Sits Acasss Analysis Access to the project is proposed via a shared driveway onto Hardeson Road and a driveway on 75th St. Southwest. Both Hardeson Rd. and 75th St. S.W. are three-lane streets with a two-way left turn lane. The two-way left turn lane facilitates leR turn ingress/egress movements at the driveways. During our field review there were no apparent site access sight distance problems. Per our discussion with Cily staff, the City is interested in the location o( site driveway to reduce the potential for left turn conflicts. The existing Hardeson Rd. driveway is over 300 ft. south of 751h St. Southwest. There are no other intersecting driveways or streets in the vicinity of this driveway. The irip generation for the proposed Seaway • Tract B project during ihe peak hours is low. The trip generation (or the existing building (Overall Laundry Services) to the north of the project site also appears to be low. Therefore, based on traBic enginoering inspection no operational problems are anticipated at the Hardeson Rd. driveway. The existing centerline stripe on the existing approach to the Hardeson Road driveway is painted white. This centerline stripe needs to be painted yellow to be consistent with the Manual on Uniform Traffic Control Devices. The proposed 75th St. S.W. driveway is around 210 R. (centerline to centerline) west of Hardeson Rd. and around 160 ft. (centerline to centerline) east of ihe Puget Sound Energy driveway. The 75th St. S.W. driveway is low volume and exceeds WSDOT's recommended minimum driveway spacing of 125 (eet. Theretore, due to the iow volume of traf(ic projected to use ihis driveway, no operational problems are anticipated. E0530D7.Lh �