9601 EVERGREEN WAY 2018-01-02 MF Import

Ivir, Wayne Wentz November 2, 1994 Page 2 Daily and PM peak hour trips generated by the proposed snecirlty retail and restaurant development were estimated based on statistics for similar developments, compilcd aud published in the Institute of Transportation �ngineers (ITE) Ti�ip Gernsration manual, fifth edition, January 1991. A 20% reduction for the restaurant ar.d 25% for specitilty retail uses were taken to account for passby trips from the existing traffic stream along with an additional 5% reduction to account for expected cross-over trips between the specialty retail and restaurant facilities. Trip Generation Estim::tes: T..,, generation estimates for the proposed specialty retail and restaurant were based on trip generation data published in the 1TE Trip G�neratia: manual. The daily trip rate for specialty retail space per 1000 SF is 40.67; and, 96.51 per 1000 SF for the quality rastaurant. The PM peak trip rates are 4.93 and 7.66 for specialty retail and quality restaurant uses, respectively. The proposed commercial development, when ��yDurinp'the would generate approximately 945 total daily :rips on an average weekday (AWDT). g critical weekday PM peak hour, 94 trips would be generated. After passby and crossover reductions are applied, there would be 695 daily and 69 PM peak trips• The efore the Great single family residence would be removed (10 daily T�d 1 PM peak trip). Wall development would add G85 daily and 68 PM peak (43 inbound/24 outbound) "new" trips to the local street system. Table 1 summarizes the trip generation results while calculations are attached to this letter. Table 1 TItiP GENERATION SUMMARY "NEW" TRIPS TRIPS E�iISTING ` " "'."' GROSS TRII'S CROSSOVER P�SBY 95 685 .II,Y 10 945 50 200 i PF.AK 1 1(1/0) 94 (59/35 5(3/2) 20 12/8) 69 (44/25) 68{43/ 1 Inbound/Outbound PM peak ViPs aze shown in parenthesis. Trip Dis_ tr_ �bnNo�: •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. The proposed project (restaurant and specialq� retail space) would not be a regional draw; therefore, many of the trips would be local trips generated within a few miles of the project site. Drivewav Conditions: The main Evergreen Way driveway would be located at an existing 35- foot curb cut, 200-feet north of the unsignalized Marilyn Avenue intersection and directly opposite an existing night club driveway on the west side of Evergcov des a eriod cegaps in the Evergreen Way/4th Avenue W intersection, south of the project site, p P Evergreen Way traffic stream for safe left turn ingress/egress to and from the site. The location of the proposed main Evergreen Way driveway minimizes conflicting movements with the �� RAFFIC � OG��M�`�G^Qi � u �