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GRAPHIC SCALE <br />100, 50' 0 100, 200' <br />1" = 100, <br />WASHINGTON STATE PLANE COORDINATE SYSTEM, - NORTH <br />ZONE NAD83 - HELD SOUTH 89'45'35" EAST BETWEEN THE <br />SOUTHWEST CORNER AND THE SOUTH QUARTER CORNER OF <br />SECTION 9, TWP. 29 N., RGE. 5 E., W.M. PER CITY OF EVERETT. <br />LEGEND <br />FOUND MONUMENTIN CASE <br />FOUND REBAR (AS NOTED) <br />FOUND SECTION CORNER <br />CALCULATED SECTION CORNER <br />FOUND QUARTER CORNER <br />CALCULATED QUARTER CORNER <br />SET REBAR AND CAP "AXIS 38479" <br />CALCULATED MEANDER <br />CORNER FROM AF#9802235001 <br />FND 5/8" BARE REBAR <br />0.1'N. x 0.VW. <br />(1 /16/2017) <br />FND 5/8" REBAR W/SMASHED CAP <br />__�-- 0.1'N. x 0.1'E. <br />R® (6/8/2017) <br />Cal'"' <br />FND 5/8 REBAR AND CAP, <br />LS#37527 RMI <br />0.1'N. x 0.1'W. <br />(1 /16/2017) <br />p0� <br />�G3p�� 482.26+ <br />2A' <br />61- FND 5/8" BARE REBAR A <br />(1 /17/2017) N 2 <br />FND 1 /2" REBAR AND CAP, Lo <br />LS#42674 DEA to Z. <br />0.1'E ®. <br />(6/8/2017) <br />N <br />FND 1 /2" REBAR AND CAP, 0 <br />LS#42674 DEA <br />0.2'E. ig <br />60' (6/8/2017) SET 1 /2" <br />REBAR AND <br />CAP(TYP. ) <br />�0 LOT 1 <br />g (210,798 S.F.) <br />LOT <br />a <br />FND 5/8" REBAR AND CAP, <br />LS# 42674 DEA <br />0.2'E. <br />(6/8/2017) <br />LOT 5 <br />FND 5/8" BARE REBAR \ <br />0.1'W. <br />(6/8/2017) <br />FND 5/8" BARE REBAR <br />0.2'N. <br />(6/8/2017) <br />FND 5/8" BARE REBAR <br />0.1' W. <br />(1 /24/2017) <br />FND 5/8" BARE REBAR <br />0.2'W. <br />(6/8/2017) <br />�3 �s <br />{op FND 5/8" BARE REBAR J <br />0.1'N. x 0.1'W. <br />N (1 /24/2017) <br />FND 5/8" BARE REBAR <br />0.1'N. x 0.VW. <br />2'58'55"W (6/8/2017) <br />51.94' FND 1 /2" REBAR AND CAP, <br />+ LS#42674 DEA <br />2'l7 •�� 0.1'N. <br />\ (6/8/2017) <br />SW CORNER SECTION 9 <br />ACCEPTED POSITION OF DESTROYED <br />MONUMENT (SEE RECORD OF SURVEY <br />REC. NO. 201212205005) <br />N <br />O <br />LOT 2 <br />(256,796 S.F.) <br />FND 5/8" BARE REBAR <br />(6/8/2017) <br />LOT 2 <br />4 <br />FND 5/8" REBAR AND CAP, <br />LS# 42674 DEA <br />0.1'N. x 0.1'E. <br />(6/8/2017) <br />FND 5/8" BARE REBAR <br />0.2'N. x 0.1'W. <br />(6/8/2017) <br />FND 5/8" REBAR AND CAP, <br />LS# 42674 DEA <br />0.1'N. x 0.1'E. <br />(6/8/2017) <br />0� 9 <br />LOT T 3 <br />FND 5/8" REBAR AND CAP, <br />LS#33148 RMI <br />0.1'N. <br />(6/8/2017) <br />REC. HOa <br />�Oo it `�70i1 it it ��®�3 <br />FND 5/8" BARE REBAR bi <br />0.1'N. x 0.1'W. <br />(6/8/2017) �% O <br />�U <br />CURVE TABLE <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />Cl <br />82'55'53" <br />55.00 <br />79.61 <br />C2 <br />22.02'07" <br />185.00 <br />71.15 <br />C3 <br />68'20'16" <br />75.45 <br />89.99 <br />LINE TABLE <br />LINE <br />BEARING <br />DISTANCE <br />L1 <br />N 35.01'02" W <br />16.28' <br />L2 <br />N 54'23'34" E <br />58.88' <br />L3 <br />S 74'20'47" E <br />37.06' <br />L4 <br />N 63.03'40" E <br />65.41' <br />L5 <br />S 25'45'48" E <br />37.30' <br />L6 <br />N 81'01'42" E <br />78.17' <br />L7 <br />N 69'30'20" E <br />15.05' <br />L8 <br />S 22'18'29" E <br />40.46' <br />L9 <br />S 28'27'38" E <br />50.66' <br />L10 <br />N 59'31'34" W <br />99.18' <br />FND 5/8" REBAR AND CAP, <br />LS# 42674 DEA <br />0.2'N, x 0.2'E. <br />(6/8/2017) <br />PORTION SE 1/4 <br />SEC. 81 & SW <br />1/4 SEC 9, TWP. 29 N., <br />RGE. 5 E., W.M. <br />CITY <br />OF <br />EVERETT, <br />SNOHOMISH <br />COUNTY, <br />WASHINGTON <br />WIVERSIDE <br />SECTION LINE <br />BUSINESS /® <br />SECTION LINE !`3. <br />RK <br />BINDING SITE PLAN <br />SITE ADDRESS: <br />CITY OF EVERETT, WA <br />98201 <br />15241 NE 90TH STREET <br />REDMOND, WA 98052 <br />TEL. 425.823-5700 <br />FAX 425.823-6700 <br />www.axismap.com <br />JOB NO. <br />DATE <br />17-005 <br />6/13/17 <br />DRAWN BY <br />CHECKED BY <br />TJO <br />BEB <br />SCALE <br />SHEET <br />1"=100, <br />4 OF 6 <br />