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_� <br />��� <br />ay <br />��H <br />a�� <br />y Z ��-+ <br />k o <br />H 7� <br />� H'�J <br />yx � L'Hg'' <br />t7 O ['1 <br />H t1 <br />OH <br />� �� <br />{] V �] <br />�H� <br />HH <br />GN <br />O H <br />C] C7 V� <br />��tr'f <br />z H cn <br />HOm <br />Traffic Characteristics <br />� Current (1990) p.m, peak hour traffic volume data is shown on <br />Figure 2a and 2b. Cn�rent �ite driveway volumes are shown in <br />Figure 3. All peak hour data was collected within the last ten <br />montlis by this firm and other consultants. <br />Truck traffic was about average in the p.m. peak hour. <br />� Pedestrian volumes were generally light. <br />Geometric condi.tions, truck, and bus factors are noted in the <br />appendix as a part ��f the data input for the capacity <br />calculations. <br />Access <br />Currently, the site is accessed primarily through four <br />driveways. Three access Evergreen Way and a single driveway <br />) accesses Madison Street. There is also en existing access to <br />the north on Evergreen which once served the aforementioned <br />derelict buildings. It is prCsently unused. <br />The proposed project will consolidate the three Evergreen Way <br />accesses to the super.market into a single access. The Madison <br />�i 9 Stree'c access will remain. The north driveway will be utilized <br />'�,s for the office building and as an exit way £or delivery trucks. <br />� A Delivery trucks, of which it is expected that 5 will arrive per <br />� day, off peak, will enter the site via Lake Street and a <br />joint-use acces=_ corridor irom the north. An agreement <br />�' s describing �his joint-use access has been appended. <br />I� m 9 <br />��� <br />+.. � <br />!ta <br />i0i <br />Transit <br />Everett and Sn�homish County Transit buses operate on all major <br />3 soutes in the �:-.oject's vicinity. Currently, transit service <br />exists along ':��rgreen Way in both directions. Bus stops are <br />located direc:ly in front of the site. Therefore, in all <br />likelihoo?; a portion of the patrons oi the s�te may use transit <br />to some de•Jree. Thi, is more true of thew o5fic;e portion of the <br />site than the supermar}�et and restaurant portioci of the site. <br />3 However, fur the purposes of this report, the trip generation, <br />assignment and tra.ffic impact analysis will assume that transit <br />usage is minimal since it's use by the future patrons is <br />difficult. to predict accura�ely. <br />-4- <br />jChrislopher Broa�n Cs Assoeiales <br />I'" S19 Rainier Avenue �.. Suile h 201 <br />1� Rcnlon. WA 98055-1380 <br />�� (2U6) iI2-1185 �- <br />