1001 N BROADWAY BASE FILE 2018-01-02 MF Import

� } '' . e y e!'15 Y.. �. i ' p /rtOM o<� suuucr 'r' �^_�... Filc - College Plaza W.O. a^ �_ ��_I____ Ron M. Cameron February 28, 1979 Traffic Access ...._..._,. pTY OF EVERETT, [y[RETT, WpSMINGTON ' � The traffic impact assessment by TRANSPO identifics thc significant impacts of College Plaza. The G500-9000�a�cin accordance with the ITE criteria used by L•verett. The traffic trip assignments could be slightly different with: (1) the northern 3396 be somewhere beriveen 20 and 309� _ about 25% since most of this traffic is "thn�" Marysville-Everett trips. The counter argument of these thru trips having no competing market resulting in a higher than 33% figure has equal validity. Circuitous 1Valnut-99 trips could also increase the northern access use. the lOth St. access (western) will also serve to the S1V via Rucker-Grand-Norton with less impedance than the 41-Broadway alternat� route. It could receive 25-30%. the southern access could carry more than 50°5 of the total trips considering the compatible commercial character of N. Broadway and it's surrounding residential areas. Combined commercial trips of clients-customers and suppliers will be N. Broadway oriented. (2) (3) Design-evaluation for each of the three highest traffic assignments should evaluate significant impacts. In this case, each of the three routes (N,S,�p) can accomodate the "worst" case traffic without decreasing service levels. Theincreased volumes of the traffic generated are "new" intersecting trips of the shopping center onHighway 99, but studies show 70-80% are new road- way trips. I` The traffic signal estimate of Dec. 1978 was made assuming the shopping center driveway at I lOth St. would align with E-W thru movements. The driveway shown does not align with 10 and `'`��'.+'�_:_':�;; at a skew with Broadway, but is perpendicular to Broadway. Carrying the E-W lOth St. � alignment through to the driveway would provide linear E-W travel and facilitate the majority south iraffic with an easier iurn. The sharper angl� tor 5B-E8 Iefts wil! nat receive signiiicant use with the northern driveway. Agreement bet�veen the City and developer for the driveway - alignment and channelization treatment for the driveway and complementing intersection western leg should be made prior to development approval. The northem driveway lane widths shown on the sl<etch and in the text are not in agreement. A wider than !0 ft. right turn curb exiting lane would be more functional in the same manner as the wide 15 foot inbound receiving lane serving turning traffic. An approximate 12 mocth lead time will be needed for design, specification, bid, contract and construction of the 1Qtli St. sigN. The specific means of developer retribution for the signa! installation costs should be agreed to prio� to plan approval. The "grand opening" could require uniformed manual traffic control ior aiternoon and evening weekday hours dcpending on the time and size of the scheduled opening. A uniformed (police type) person(s) trained in traffic control would manually dircc .-aific at lOth St. and possibly the northern driveway weckday atternoons and evenings during thc first days of opening (Wed-Sat (11-G)). ^ The developer would be responsible for this traffic control with the Traffic Engincer's approval.