830 SE EVERETT MALL WAY 2018-01-01 MF Import

PERTEET ENGINEERING Clvil end Trensportetion Consullenls 2924 Colby Avenue Evereu, WA 98201 March 4, 199D Ken Howe, P.E. City of Everett Department of Public Worke 3200 Cedar StreeL Everelt, WA 98201 De¢r Ken: (206)252•7233 Attached are revised pages 3, 6, 7 and 8 of the EMOP IV revised trafCic impact analyais dated February 19, 1990. Aleo included are revised copiea of the cumulative tra[fic volume spreadsheets. On pnge 3, I have added the sentence "Excepl for tripe bound toward the Stiver Lnke area� sll new trips were routed out of the eite via the proposed new sign¢lized driveway." � I believe that tl�e new signal will attract moet of the new (¢nd existinE) office pnrk tratfic. Of course, some traffic may uae the southwest eait, travel to 7th, head south on 7th to 112th, ¢nd then uae 112th to access 4th Avenue, but tha[ is impossible to predict. 7'hat routing is circuitous and 7th ie currently an undesirable atreet to drive. Everett Mall Way ie a high capacity� high speed facility with escellent signal progreesion and offers a superior route for those vehicles to follow. On the botLom of pa@e 6� I completed the last parngr¢ph by adding the senlence "Project trn[fic represents 1.36 percent of the predicted 1995 totnl Lrnffic volume at the intersection.° The overflow cnused be ¢dding this senlence impucted puges 7 and 8 so they were reprinted. The cumulntive traftic volume spreadshce[s are revieed to acc,�rately reflect the revised routing and trai[ic volumes trom Lhe site. I also sdded the Broudway / SR 526 intersect.ion Lo the listing. Far the f3rondwny / SR 626 inLersection pLjy, i used the A% growth factor recenLly adopted by the City, and I included ull of the SEPA Projects 1've recerdly tollowed as p¢rt of the Merrill Craek Centre ¢nalysis.