530 SW EVERETT MALL WAY BASE FILE 2018-01-02 MF Import

SENT BY:00000000000000000001 Wayne Wentz June 14,1994 Page 2 6-23-94 ; 2:28PN ;_ 20625829224 2066724244;# 4 Daily and PM peak hour trips generated by the proposed specialty retail development were estimated based on statistics for similar retail developments, compiled and published in the Institute of Transportation Engineers TM) Trip Generation manual, fifth edition, Janaary 1991. However, the daily and PM peak trips generated by -the Circuit City store were developed from traffic survey/counts at existing Circuit City stores located in California at suburban sites. Existing store counts were completed by a licensed traffic engineer (see Attachments). A 25% reduction was taken to account for passby trips from the existing traffic stroam along with a 10% reduction to account for expected cross -over trips between the specialty retail and Circuit City stores. Peak hour level of service (LOS) analysis calculations follow the methodology outlined in the 1985 Highway Capacity Manual, Special Report 209, Transportation Research Board and highway capacity support software developed by McTrans, University of Florida, Transportation Research Center, and the Federal Highway Administration, Terry Gibson, responsible for the traffic analysis is a licensed civil engineer in the State of Washington and past -President of the Washington State Section of ITE, 3)dR GtnKoonn Vff i natea_ Trip generation estimates for the proposed specialty retail shops were based on trip generation data published in the ITE DIP Generation manual, and the generation rates for the Circuit City store were obtained from field surveys at existing California, stores. The daily trip rate for specialty retail space per 1000 SF (ITE land use code 814) is 40.67, and 34.93 per 1000 SF for Circuit City, The PM peak trip rates are 4.93 and 3.72 for specialty retail and Circuit City uses, respectively. The proposed commercial development, when fully occupied, would generate approximately 1,570 daily trips on an average weekday (AWDT). During the critical weekday PM peak hour, 178 trips would be generated. After passby and crossover reductions are applied, there would be 1,065 daily and 120 (64 inbound/56 outbound) peak "new" trips added to the local street system. Table 1 summarizes the trip generation results. Fable 1 TRIP GENERATION SUMMARY TRIPS GROSS TRIPS PASSBY I CROSSOVER DAILY 1 1.570 1 390 1 115 PMAK PE1 178 95/83 4524/21 13 7/61S1 6?Sii ==: InbounWOuti ound FM peak trips are shown m patentbesis, Trin Distrlhution: P.M. peak hour trip distribution and assignment for the project, as shown in Figure 1, were based on the proximity of homes and businesses within the project vicinity, and existing vehicular travel patterns per recent traffic count data. GRA Fos Oo a�Ma4QG+J4�3