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

MiGi¢eUon Construction ot the w�est drivewny to ils ultimnte coufiK��rntion will nllo�v q�,��1 identificatfon and acceesibility for theatcr traffic. NEW OFFICE BUILUING llF.VELOPMENT 7,r� Depending on the eize of building, the offiues will ¢dd Crom lAG Lo 350 vehicles to the area's afternoon penk hour traffic. FiSures 5, fi and 7 ahow the �otA1 uroiect (200,000 equere foot, oftice plus theater) traffic assiqned to the etreet eyetem [or 6he AM penk� PM pexk nnd average week day reapecLively. Figure 8 shows the exisLinq dnily trnffic and the eslimated 1995 trnf[ic both with and without the project. RxteLing daily volumes were estimated aesuming thnt Che peak hour ie 10 percent of the daily volume. Lalkitls The current si[e plan� echeme N-F, shows 1335 sur[ace parking epaces. This in enough to aupyort the code rcyuiremenLs Cor thc eaisdng 236,ODU equnre feet o[ of[ice epace� the propoeed thenter, and an additionnl 130,OOU office 6uildinB. Conetruction oC a 200,UUU equare foot oftice building would require u pnrking gerage to provide nn additional 175 epaces over that shown. I.EVEL OF SERVICE I.evel ot service cnlculations were performed to nnnlyze the traf[ic impacts of the total project (200,000 office building nnd the theater) on the street sysLem. 'I'Le level of service has been calculnted using recent traffic counts eupplied by Lhe City of Everett� co�mts taken epecitically for Lhie project� and informntion contained in the West Mall Village traftic projecttons. 1'Fa r.xisting lrnttic wan increased by 2.E percent per yenr to obtain year 1995 vulumeF. Appendix A contains n summary of the traffic couttt projections. I,evele of eervice were culculnLed wiLh and without projecL generated traffic during 6he p.m. penk hour for the 1995 horizon Yenr. 7'he LOS calculatione were performed uxing Lhe meLhodoloby of Lhe 1985 Ilighway Cnpacity Dlnnual wiLh Lhe NCAP r,omputer progrnm developed by a diviRion ot Metro Trnnsportation Group, Inc. A 105 second cycle IengLh� pr.nk hour Cuctor o[ 0.95, nnd Sood progreasion along Everelt Mall Way were asaumed. The level af �;ervice at Lhe Broadwny intersecLions with SR 526 and with Ueverly Boulevard werr. nnnlyzed using the 7'RC Circulur 212 procedure recently ndopted Cor use by Lhr. Cil.y of IiveretL.