11014 19TH AVE SE 24 HOUR FITNESS 2018-01-01 MF Import

� � Ntc Ryan Sass July 14, 2006 Page "s � Fisure 2. The existing lane configurations, signal timings and signal phases were gathered during recent field observations. � Traffic congestion is generally measured in terms of(evel of service (LOS). Peak-hour level of service was determined using the Sy��chro 6.0 sofhvare, which is based on methodologies � described in the 2000 High�i�ay Capacity Manual (HCM). In accordance with the 2000 HCM; road facilities and intersec[ions are rated between LOS A and LOS F, with LOS A being &ee � flow and LOS F being forced flow or over-capacity conditions. A summary of the level of service criteria has been included in Table 1. The levei of service at intersections is measured i in terms of average delay per vehicle in seconds. For t�vo-way stop-controlled intersections, � the level of service is determined by the worst case of all the calculated lane groups at the intersection. For signalized and all-way stop-controlled intersections, the level of service is determined as an average delay for all the entering vehicles. The acceptable level of service � for City of Everett interseciions is LOS D. The study intersections operate at LOS C or bet[er under the 2006 existing conditions. The � existing level of' service results have been sumrnarized in Table 2. The level of service calculations have been included in the attachments. I FUTURE CONDITIONS I Trip Generation I Trip generation calculations fo: the proposed Silver Lake Center development 2•e based on jthe ITE Trip Generution, 7'" Edrtiai. The following ITE Land Use Codes have been used for the Irip generation calcula[ions: I • 200 Apartment Units —ITE Land Use Code 220 • 51,400 square feet of General Office •ITE Land Use Code 710 I� • 153,400 squ:ve feet of Shopping Center—ITE Land Use Code 820 The average trip generation rates have been used f�r the trip generazion calculations. The I credit for the existing Safeway grocery store and 6 residential units used in t6e Perteet report and approved by the City of Everett has also been used for this report. i '1'he standard ITE pass-by percentages from the Trip Generatia7 Handbook have also been applied ro the development. The pass-by trips account for vehicles that will travel to and �om the deve�• ^Pnt and are currendy on the adjacent roadways. The shopping center portion of � the dev� nt is the o�ily use that pass-by reductions have been applied to. The daily and ' P�I peak-nour pass-by percentage for shopping center dcvelopments is 34%. 6 � �Oa RAFFIC � Oa�NJd4Qa4� �