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. 52 <br />�LI; 1 1 <br />1 <br />1 1.--PRIVATE STORM DRAINAGE EASEMENT <br />PRIVATE STORM1 1Z <br />DRAINAGE EASEMENT, 1 Z11 1. <br />co <br />1 <br />dr'1 1� <br />1 1N 011 <br />1 <br />LOCATION OF 1 <br />PROPOSED cL4 1 <br />WATER 1 <br />�. QUALITY �- 1 <br />FACILITY ,Z' 11 1 <br />1g5.00 <br />21.00 •pq'0� .-- N�5 <br />21.00 N15'02'09"W <br />46.94' 233,19 r . <br />+t <? •� N�5� „ `140,2? PRIVATE STORM 'DRAINAGE EASEMENT <br />0.93' L13, . % ' :13'.3b E ' <br />..+' �\ r� N�5 8„ �40,•�g PRIVATE STORM DRAINAGE .EASEMENT <br />N15'02'09"W- <br />46.91 <br />L20 <br />PRIVATE SEWER EASEMENT 1 A--45'34'23" <br />A=45'33'05" L=15.91' <br />R=20.00'-,� �--L21 <br />L=15.90' <br />L22 t. <br />PRIVATE ACCESS EASEMENT ' <br />1 � <br />t c, <br />w <br />ti` to <br />1 t Lo� <br />N t 1 tN <br />N t , +• <br />IPA+ <br />rn �+ ' PRIVATE STORM DRAINAGE EASEMENT <br />LINE TABLE <br />LINE <br />BEARING <br />DISTANCE <br />L1 <br />S <br />15'02'09" <br />E <br />15.04' <br />L2 <br />N <br />60'59 39" <br />W <br />11.68' <br />L3 <br />S 14'53'46" <br />E <br />31.48' <br />L4 <br />S <br />75*0.6'14" <br />W <br />8.23' <br />L5 <br />S 341.722" <br />E <br />22.32' <br />L6 <br />S <br />34*17'22" <br />E <br />22.36' <br />L7 <br />S <br />53`18'22" <br />E <br />17.84' <br />L8 <br />N <br />74'20'47" <br />W <br />19.03' <br />L9 <br />S <br />63'03'40" <br />W <br />13.10, <br />L10 <br />N <br />53"07'15" <br />W <br />27.39' <br />L11 <br />S <br />75'13'35" <br />W <br />27.70' <br />L12 <br />N <br />74'45'36" <br />E <br />10.00, <br />L13 <br />N <br />14'5556" <br />W <br />2.10' <br />1_1.4 <br />N <br />75*0014" <br />E <br />14.29' <br />L15 <br />N <br />18'03'06", <br />W <br />21.83' <br />L16 <br />N <br />75'1335" <br />E <br />14.82' <br />L17 <br />N <br />15'02'09" <br />W <br />51.90' <br />L18 <br />N <br />75*06'14" <br />E <br />10.00' <br />L19 <br />S 15'02'09" <br />E <br />50.91' <br />L20 <br />S 60'02'09" <br />E <br />. 1.31' <br />L21 <br />S <br />15'02'09" <br />E <br />11.14' <br />L22 <br />S 75'01'49" <br />W <br />3.00' <br />L23 <br />N <br />60'02'09" <br />W <br />11.21' <br />L24 ' <br />N <br />15°02'09" <br />W <br />55.07' <br />Ajkl !a <br />GRAPHIC SCALE <br />40' 20' 0 40' 80' <br />1" 401 <br />mil <br />SITE, PLAN PRIVATE <br />STORM AND <br />ACCESS <br />t <br />'EASEMENTS <br />t 1 U! t <br />N59'31'41"W <br />11 32.23' PORTION SE 1/4 SEC. , c SW l/4 SEC 9, TWP. 29 N. RGE. 5 E., W.M. <br />CITY OF EVE ETT SNOHOMISH COUNTY, WASHINGTON <br />52 196RIVERSIDE <br />www.axismap.com <br />V+ ALOT 2 a <br />BUSINESS PARTlr Q Q � � �.OB NO. DATE <br />�a� <br />��' BINDING SITE PLAN - 17- Q 005 6/13/17 <br />ep� Survey & Mapping <br />© DRAWN BY CHECKED BY <br />SITE ADDRESS: <br />15241 NE 90TH STREET TJO BEB <br />REDMOND, WA 98052 <br />CITY OF EVERETT, WA TEL. 425.823-5700 SCALE SHEET <br />98201 FAX 425:823-6700' <br />11'=40' 6 OF 6 <br />4 <br />f$ <br />k <br />F4 <br />fr <br />a. <br />