3003 W CASINO RD 1990 BASE FILE 2018-01-01 MF Import

t ' ►� . % :% ? ' 2 ./ LEGAL DESCRIPTION OF HOEING EVERETT SITE Beginninq at a concrete monvment, said monument being the corner common to Sections 10, 11, 14 and 15, Township 28 North, Range 4 East, W.M. ; thence 0° 50' 00" East alonq the east lina oP Section l0, a distance of 30.00 leet to the north margin of the county road and the true Poin!: oP Beqinning; Thence North 88° 53 ' 28" West along said marqin 1589. 02 feet to a point of curvature of a curve to the right, said point of curvature beinq on the most easterly line of that property owned by the U. S. Government (Department of the Air Force) and granted in ease:aent to Snohomish County under Auditor's File No. 1062279 for road purposes, the following courses describe the northerly marqin of said road easament; thence North 1° 06 ' 32" East radizl to the curve 10.00 feett thence alonq a curve to the riqht havinq a radius of 778.51 feet through a central angle of 18° 50' 03", for an erc distance oE 255. 91 feet; thenca North 19° 56 ' 35" East radinl to the curva 10. 00 feet; thence along a curve to the right havinq a radius of 768.51 feat through a central angla of 27° 59 ' 59" for an arc distance of 375. 56 feet; thanca South 47° 56 ' 34" West radial to the curve 10.00 feett thence along a curve to the riqht havinq a radius of 778 .51 feet through a cantral angle oP 12° 14 ' 58" , for an arc distance oE 166.44 feet to tha point of tangancy; thenca North 29° 48' 28" West 140.85 feet to a point of curvatura; thence slong a curve to the left havinq n radius of 858.51 feet through t centrai nngle of 26° 53 ' 29", for an arc distance of 402 .94 leet= thence North 33° 18 ' 03" East radial to the curve 10.00 Peet; thence along a curve to the left havinq a radius of 868 .51 feet through a central angle of 17° 30 ' 00", for an arc distance of 265.27 feet; thence North 15° 48 ' 03" East radial to tha curva 10.00 feeti thanca alonq a curva to the left having a radius of E78.51 Eeat through n central angle of 15° 36 ' 31", for an arc dietance of 239. 32 feat to the point oE tangency; thence North 89° 48 ' 28" West 277.02 feet; thence North 0° 11' 32" East 20. 00 featt thence North 89° 48 ' 28" West 300. 00 feett thence South 0° 11 ' 32" West 20.00 feeti tharlce North 89° 48 ' 28" West 264 . 11 feat to a point oP curvaturc� thence along a curve to the left having a radius of 878 . 51 feet through a central angle of 5° 30 ' 27", for an arc distance oP 84 .45 feet to a point of intersection with the west line of the southeast warter of tha southwest quarter of said Section lo, eaid point on curve being the terminus of the northerly marqin of said roadway easementi thence North 0° 54 ' 04" East along said west 1l.ne 366.96 feet to the north lina o! the southeast quarter of the southwest quarter of said Section l0t thance South BB° 40 ' 11" Eaet along said north line 334 .86 feet to the east lina of tha west half of the west half of the northeast vuarter of tha southwest quarter of said Section lo ; thence North 0� 56' 46" East alonq said east line 792 .01 feet to the north li.ne of the south six acres of said west half of the west half of the northeast quarter of tha eouthw�est quarter; thence North 88° 40 � 11" West along said north line 335. 48 feet to the west line of the northeast quarter of the southwest quarter; thence North 0° 54 ' 04" East along said west line 528.68 feet to the southwest corner oP tha southeast quartar of the northwest quarter;