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8125 EVERGREEN WAY DISCOUNT TIRE 2018-01-01 MF Import
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8125 EVERGREEN WAY DISCOUNT TIRE 2018-01-01 MF Import
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Last modified
10/24/2018 2:01:01 PM
Creation date
10/24/2018 1:45:36 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
8125
Tenant Name
DISCOUNT TIRE
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Yes
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� <br />Diacount Tire, Co. - T2A page 3 <br />February 19, 1993 <br />typically is a five lane aection with center two-way left turn <br />lanes between intersections and dedicated left turn lanes at <br />intersections. In addition there are several sections o! thia <br />link which have been upgraded to seven lana sections in order to <br />carry the existing volumea which it experiences. <br />At the project site SR-99 has a five lano section with a center <br />two-way left turn lane. The posted speed throughout this area is <br />35 mph. Alonq the proposed project Prorstaqe thare are no <br />existinq acceas locations. <br />Turning movement and volu�as counts !or this location have been <br />provided by the City oP Everett in a racent study !or the <br />upgrades to tha Kmart store directly across Evergreen Way lrom <br />the proposed pro ect, as performad Y,y DOwL Enqineers. All o! the <br />above intersections were viaually o;,served by DOWL Enginearm <br />staf! on June 17, 1992 in conjunction wiih this previoua <br />analysia. All ot these intersactions at that time provided <br />adequate levels o! service. <br />Ff� ' =� ! �. 7;Y : , !- y <br />The proposed project will include the development of a 45,317 <br />square foot (1.04 acre) site as shown in Fiqure 2. The largest <br />volumes ot generated traPfic for this deyelopment are expected to <br />occur between the AM and PM peak hours when cuatomer vehicle drop <br />ofPa and vehicle pick-ups are moat commonplaca. From tha TIA <br />provided !or the Kmart facility expansion acrose Evergreen Way <br />the PM peak hours o! th� adjacent facility were determined to be <br />between.4:00 and 6:00 PM. Therefore, !or purposes o! thia <br />analysie, this timo period will be the analyais period. <br />The eite generatad tra!!ic volumes for tha proposed project were <br />calculated usinq the "ITS Trip Generation Manual, 5th Edition" <br />Por land usa code 848 !or Tire Store, on a Weekday and !or the <br />Peak Hour o! Adjacent Street Tra!lic, One Hour between 4:00 and <br />6:b0 p.m. From th� IrE menual the trip qeneration rata for Tira <br />Stores is listed for both baya and square footagas. Pleas• iind <br />below the trip qeneration Table 1, which summarizes tha <br />recommendat�ona lrom iTE and recommends usinq the generated <br />avarage betwean the rat� per bay and the rate per aquara lootaqe. <br />Ttbl� 1- Tsip a�a�rttion Tablo <br />
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