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� <br /> � Mr. Ryan Sass <br /> July 14, 2006 <br /> Page 2 <br /> ■ The Silver Lake Center developmen[ is scheduled for construction and occupancy by the year <br /> 2008. <br /> � <br /> SCOPING AND METHODOLOGY <br /> � The �ialysis required for this updste was scuped with City of Everett and GTC staff. The <br /> � development will generate an additional 50 trips above what was analyzed by Perteet. Due io <br /> the additional trips the City requires the following intersections to be reanalyzed: SR-527 at <br /> I10`h Street SF., SR-527 at 112`h Street SE, SR-527 at 116`h Street SE and SR-527 at site <br /> � access. <br /> Trip generation for the development is based upon national research data for land uses <br /> , contained. in the Institute of TranspoRation Engineers' (ITE) Trip Generalion, 7'� Edition <br /> f (2003) and is consistent with the generation calculation performed by Perteet. The average <br /> trip generation rates for ITE Land Use Code 220, apartments, ITE Land �Use Code 710, <br /> I general office, and ITE I,and Use Code 820, shopping center, have been used for this update. <br /> The existing trip generation credits calculated by Perteet have also been used for this update. <br /> The s�me distriUution used as in the Perteet analysis has also been used for this update, with a <br /> Islight change due to a discrepancy in the PeReet distribution. <br /> Brad Lincoln, responsible for the traffic analysis ard report, is a licensed professional <br /> engineer (Civil) in the State of Washington and member of the Washington State section of <br /> ITE. <br /> I <br /> EYISTINC CONDITIONS <br /> ! Road�vay Network <br /> ( The major road�+�ay in the site vicinity is SR-527, which is a 5/6-lane roadway with curb, <br /> � gutter, and sidewalks in tl�e site vicinity. The posted speed limit is 35 mph. SR-527 has <br /> recently been improved to a 5/G-11nc section. This improvement included a signalized <br /> I crosswalk behvecn Silver Lake and the north side of SR-527, approximately 85 feet west the <br /> developments east propeRy]ine. <br /> � Intersection Level of Service Analysis <br /> Traffic counts were perfonned at the intersections of SR-527 at 110`h Street SE, SR-527 at <br /> j 112'�' Street SE and SR-527 at 116'h Street SE in June of 2006 by the independent count firm <br /> of Traffic Data Gadiering (TDG). The existing tuming movements have been shown in <br /> ! o � �oa <br /> RAFFIC <br /> Oa�3NJd4Qb4� <br />