11419 19TH AVE SE LAND USE REVIEW 2016-01-01 MF Import

, . 0 � � Oa TQQ [�G�OC� CO�i �M �4Qa4� TRAFFIC ENiuINEERING • TRANSPORTATION PLANNING 1712 PACIFIC AVENUE • SUITE 100 � EVERETT,WA 98201 • PH: (206)939-8286 • FAX: (206)250.2g22 � �� S6 � �3Q Aprii 10, 1996 Mr. Wayne Wentz, P.E. City of Everett, Pubiic Works 32U0 Cedar Street Everett, WA 98201 Re: Proposed Kaneris Commercial Space- SR-527/116th Street SE (GTC # 96-032) . Traffic Impact Assessment and Supplementsry Traffic Information Dear Mr. Wentz: Backeround: Gibson Traffic Consultants (GTC) has been retained by Shockey Brent on behalf of George Kaneris to provide a traffic study required for the proposed Kaneris Commercial building located at 11419 19th Avenue SE (see Figure 1). This letter is intended to supply the City of Everett with the necessary traffic generation/distribution information in order to facilitate the review of the proposed commercial app6cation. GTC's study addresses: trip generation/distribution, driveway access issues and impacts of the proposed development on the intersection of 19th Avenue SE (SR-527) and 116th Street S�. , Proaosed Site Develooment. Access and Parkine: This application proposes to build 31,200 SF of commerciaUretail space to reptace the existing 6,143 SF of retail space and two (2) single family detached residences. At present, there are two drivewat�s serving the existing retaiVcommercial use; however, the planned improvements along SR-527 propose the consolidation of site driveways. Vehicular access to the expanded site would be via one unsignalized driveway onto SR-527. There aze 105 on-site parking st�lls proposed which would fully accommodate the peak parking needs of the proposed commercial building. The proposed commercial center is expected to be constructed and fully occupied by the end of 1997. Scooe of Anal_ysis and Methodoloev: GTC has analyze p.m. peak conditions for the future driveway onto 19th Avenue SE (SR-527) and determine which City or State intersections would oe impacted by ]0 or mcre PM peak trips, per our scoping discussion. A January 1996 weekday p.m. peak hour traffic count at the intersection of 19th Avenue NE/116th Street SE was obtained from WSDOT, while a 4:30-5:30 p.m. count at the existing driveways was conducted by GT^ to detertnine the e;.isting site traffic volume and distribution. A p.m. peak analysis of the 19th Avenue NE/116th Street SE intersection was conducted to determine the impacts of the development on the local street system. A ttuee (3) percent annual compounding growth factor (L) COUNTS/SURVEYS • SITE IMPAGTS • LOS ANALYSlS • EIS • HEARINGS • SAFETY • SIGNALS• PARKING