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Home My WebLink About9309092141 BILL OF SALE 090993C IFT'~ 1 ~ 1 I ~rr Auburn, :AUBURN DEPT. } . St Main i11c:,h lnOn D)0 9-a l 5-- HILL OF SALE (CORPORATE) Xd-/ 3 Rainier Junior High School WATER MAIN KNOW ALL MEN BY THESE PRESENTS that for and in consideration of the sum of ONE DOLLAR ($1.00) and other good and sufficient consideration, receipt whereof is hereby acknowledged, the undersigned Grantor(s) Auburn School District No. 408 do by these presents hereby convey, setover, assign, transfer and warrant to the City of Auburn, King County, Washington, a MUNICIPAL CORPORATION, the following public improvements water transmission lines and appurtenances thereto Situated within the following described real property: See Exhibits "A" and "B" attached hereto and incorporated by reference. and the said Grantor(s) hereby warrant that they is-are the sole owners of all the property above conveyed; that they have full power to convey the same and that they will defend the title of the said Grantee against any and all persons lawfully making claim thereto. .e~ IN WITNESS WHEREOF.the Gr 11th day of January CV C37 C=) CM CZ) CJ7 ' ave executed these presents this 1-_ _ 3 T) BY James P. Fugate Superintendent Pxe9r" Auburn School District No. 408 F-meretary STATE OF.WASHINGTON) ss. COUNTY OF KING ) On this 11th day of January , 19 93 , before me, the undersigned,* a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared James P. Fugate amyl , to me known to be the Superintendent Fac naidanit and Seo .etary, -respectively, of Auburn School District No. 408 the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. a A-t ia4- -saal " e~.sea~ o.~sa.iti --corpornt on Witness my hand and official seal hereto affixed the gay and year first above written. NOTARY PUBLIC in and for the State REF. FE072 of Washington residing at Auburn My commission expires 3-19-95 in vt,o rr.i;i' .'rL)~ Lam ! E°~ Cs°F1 c;?L cgr 0921.1 Al'51313 IN EXHIBIT "A" qf' t:r.J CT) CZ) CV-) C17 Rainier Junior High School Water Plain Easement Legal Description A water main easement for operation, repair and maintenance, over, under and upon strips of land being portions of the West 1/2 of the Northwest 1/4 of Section 09, Township 21 North, Range 5, East, W.M.; EXCEPT the North 30.00 feet for SE 304th Street; AND EXCEPT the West 30.00 feet for 116th Street SE; said strips being 15.00 feet wide, 7.50 feet on each side of the following described centerlines: Commencing at the Southwest corner of the above described property Thence N 00'I 6'15" W, along the east margin of 116th Ave S.E. 144.7 feet, more or less, to a point of intersection with an existing water main, said point being approximately offset from 116th Ave. SE centerline stationing 11+85, said point also being the True Point of Beginning Thence N 89°51'03" E, along said main, 44.3 feet, more or less, to an existing tee hereafter designated "A Thence continuing N 89°51'03" E, along said main, 20.6 feet, more or less, to an angle point in the line, Thence S 80°27'44" E, continuing along said main, 94.5 feet, more or less, to a tee hereafter designated "B"; Thence continuing S 80°27'44" E, along said main, 5.6 feet, more or less, to an angle point in the line; Thence N 89°59' 18" E, along said main, 285.5 feet, more or less, to a tee hereafter designated "C"; Thence continuing N 89°59'18" E, along said main, 39.3 feet, more or less, to an angle point in the line; Thence N 31 ° 13' 10" E, continuing along said main, 81.7 feet, more or less, to an angle point in the line; Thence N 00°21'35" E, continuing along said main, 178.1 feet, more or less, to a tee hereafter designated "D", Thence continuing N 00°21'35" E, along said main, 205.2 feet, more or less, to an angle point in the line; Thence N 06°24'14" W, continuing along said main, 95.2 feet, more or less, to a tee hereafter designated "E"; Thence continuing N 06°24'14" W, along said main, 4.6 feet, more or less, to an angle point in the line; Thence N 44°48'12" W, continuing along said main, 27.3 feet, more or less, to an angle point in the line; Thence N 89°33'50" W, continuing along said main, 133.7 feet, more or less, to a tee hereafter designated "F"; Thence continuing N 89°33'50" W, along said main, 270.8 feet, more or less, to a tee hereafter designated "G"; Thence continuing N 89°33'50" W, along said main, 100.7 feet, more or less, to a point on the East margin of 116th Ave N.E., said point being 559.3 feet, more or less, Northerly from the True Point of Beginning; said point being approximately offset from 116th Ave. SE centerline stationing 6+30; said last point also being the terminus of this described line. Also commencing at the above mentioned tee "A", said point also being the True Point of Beginning; Thence N 00°26'57" E, along an existing water main, 251.3 feet, more or less, to an angle point in the line; Thence S 89°45'22" E, continuing along said main, 17.3 feet, more or less, to an existing fire hydrant; Thence continuing along the last bearing 7.5 feet to the terminus of this described line. Paul E. Miluski OVA LS 22341 D.R. STRONG Consulting Engineers. Inc. T7'. November 10, 1992 Page 1 of 2 92-289.1 k1so commencing at the above mentioned tee "B", said point also being the True Point of Beginning; (hence S08°02'34" W, along an existing water main, 21.4 feet, more or less, to an existing fire hydrant; Thence continuing along the last bearing 7.5 feet to the terminus of this described line. Also commencing at the above mentioned tee "C", said point also being the True Point of Beginning; Thence S 00°16'07" W, along an existing water main, 21.9 feet, more or less, to an existing fire hydrant; Thence continuing along the last bearing 7.5 feet to the terminus of this described line. Also commencing at the above mentioned tee "D", said point also being the True Point of Beginning; Thence N 89°06' 17" E, alone an existing water main, 21.6 feet, more or less, to an existing fire hydrant; Thence continuing along the last bearing 7.5 feet to the terminus of this described line. Also commencing at the above mentioned tee "E", said point also being the True Point of Beginning; Thence N 83°16'42" E, along an existing water main, 21.8 feet, more or less, to an existing fire hydrant; Thence continuing along the last bearing 7.5 feet to the terminus of this described line. Also commencing at the above mentioned tee "F", said point also being the True Point of Beginning; Thence N 00°27'32" E, along an existing water main, 41.6 feet, more or less, to an existing fire hydrant; Thence continuing along the last bearing 7.5 feet to the terminus of this described line. Also commencing at the above mentioned tee "G", said point also being the True Point of Beginning; Thence S 00°07'57" W, along an existing water main, 11.2 feet, more or less, to an existing fire hydrant; Thence continuing along the last bearing 7.5 feet to the terminus of this described line. CV C7~ O CM CD M CM Paul E. Miluski November 10, 1992 WA LS 22341 Page 2 of 2 D.R. STRONG Consulting Engineers. Inc. 92-289.1 c\j M cn tC7 Cn ,EXHIBIT "B" L44 RGR 1 W~ J LLJ f I 55 3' Q 9 W . ~ L47 Z r a 0 1 L46 RAR 1 ?!!I~ 0 100' 200' 15' WATERUNE SCALE,' 1" 100' EASEMENT .L43 L53 L42 41 4 L40 R~ RER 1 L39 R F L51 L38 ~U L37 CNa~L DR L51 5 L36 1 L29 L30 L35 32 L34/// L31 L48 RgR L33 L49 RCR 4. 144.7' f z v SW PROPERTY CORNER N89•58 59RW SOUTH LINE OF THE NW1 /4, NW1 /4, = SECTION 9 TOWNSHIP 21 N, RANGE 5 E., W CAMPUS MAP (1s • SMI SE 304TH ST. w --L7 w Q WATER LINE DIRECTION DISTANCE L28 N89.5103 E 25.63 L29 N89.51'03 E 44.29 L30 N89.5103 E 20.58 L31 S8077 44 E 94.49 L32 S8077 44 E 5.56 L33 N89'59'18 -E 285.45 L34 N89059'18 -E 39.28 L35 N31'1310 E 81.74 L36 N00'2135 E 178.12 L37 N00'2135 E 155.83 L38 N00.2135 E 49.40 L39 N06'2414 W 95.15 L40 N06.2414 W 4.59 L41 N44.4812 W 27.33 L42 N89'33 50 W 133.67 L43 N89.33 50 W 270.81 L44 N89'33 50 W 100.67 L45 N89'33 50 W 23.10 T< L46 t N0016 57 E 251.28 L47 S89.45 22 E 17.29 L48 S08.02 34 W 21.40 L49 S00016 07 W 21.92 L50 NRQ•0617 21.55 L51 N89.47 40 W 58.78 L52 N83'16 42 E 21.77 L53 N00.27 32 E 41.55 L54 S00ro7'57 W 11.17 309092141 a ~ a - L t; T 1 ~ nNn c g •~r / l r~ 1 v n4Nn m 0~ N / 8 cy) N b z N x tV E--i n N W ma „o ~1 o a ~ Y .C ~Z a• N CC W) w W z Z o QDZ a Z ~ N 00 N i o N rn N 0 Zw 8w N 0) QI O o 00 0 r 0; V Z o oF- J m 0 T zW 0LJ V) HQ q Z UJ W ct~ .2~ 5 M En - g = w3 Q U