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530 SW EVERETT MALL WAY BASE FILE 2018-01-02 MF Import
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530 SW EVERETT MALL WAY BASE FILE 2018-01-02 MF Import
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Last modified
3/14/2022 9:51:30 AM
Creation date
2/10/2017 2:48:46 AM
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Address Document
Street Name
SW EVERETT MALL WAY
Street Number
530
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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SENT BY;00000000000000000001 6_23-84 2 28PM <br />2062582922- 2066724244i8 5 <br />Wayne Wentz <br />-, June 14,1994 <br />Page 3 <br />{ i a Cooditlons and Accidt An Ipaia- The proposed t}tll access <br />►a C 127 h with the retail Project. <br />driveway onto Everett Mall Way would operate at LOS D (R vP ) <br />The other proposed driveways would operate at LOS "C" or batter. Recent frontage. City records <br />Were requested from the City of Everett public Works for he from January 19to Maya1994- <br />Everett Mall Way was summarized for the 3.4-year P�and Stb <br />EvMett. Mall Way adjacent to the site frontage (between Olivia park RdlSth Street SW <br />place West) has experienced two (2) right-angle vehicular accidents and one (1) pedestriann of <br />es, This sectio <br />accident. This equates ttooy lo n fiillen rate <br />tedriveway wluchof 1.05 per lsarves Severalon vehicular retailcenters to the <br />Everenorth. Mall Way <br />north. Therefore, the addition of the proposed fitll access driveway to serve the proposed retail9 <br />to <br />the south should not significant incresse the potential for accidents on Everett Mall WAY (S )• <br />Note: This driveway would be located directly opposite the existing driveway north of Everett <br />Mall Way and over 490-feet east of sth Street SW. <br />retail <br />ment <br />Tmnacted Intea.ctiona and Trafile Mitaation P �The, or corridors with ten <br />enormo e <br />Mate) would impact the following City of Everett for Mate) <br />peak project trips (see Table 2). <br />Table 2 <br />Impacted Interaectionalcorridori <br />Mitigation Payments <br />PEAK TRIP IMPACTS <br />Intersectionawith Project PM Mitigation terse e % construction Mitigado� <br />10 or More Peak Trips peak Tripe Required Interaettioa Share Coats in S PaWtmt <br />vtrS1N0 P1,Volume ___ <br />2,730+13 u.o» �... -.- <br />18 <br />NO <br />W. <br />30 <br />NO <br />W <br />90 <br />NO -- <br />e SE <br />42 <br />NO -- <br />YES 3,760 + 18 0,476 220,000 1 047,5 <br />E <br />18 <br />W <br />30 <br />%M(! akin +12 0.330 78,000 257' <br />Corridor Impacts <br />Er�� <br />Yx- <br />Project Daily Trips TDM cost Per ADT in S <br />160 80 <br />RAF CH <br />0L\Q0UL4Q[`lJt, 7@ <br />9 <br />0 <br />
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