Loading...
2000-072997 ~ Cherry Street ~ 72nd Avenue RETRUN RECORDED DOCUMFNT TO: NATE OF OREGON CITY BALL RECORDS DEPAR ,3NT' aunty of Washington } SS ' CITY OF TIGARD gton_ 13125 SW Ball Blvd. I, Jerry FI 11litil a,..1 }r Tigard,OR 97223 ment and 1 of Assess- 13125 County Clerk for$aid cxxliT ,!1io n0by Certify that INDIVIDUAL the withih rr sir n� d� ,feceived and reOoroe i k pt r i}s''of said County " 9 � File No.Sljg- a00 ' 0000(., Jerry ::- lanso Director of ',.Assssretlt and 'axation, Ex- ( fFl d 0WIly:Clerk DEDICATION DEED Doc : 2000072997 Rect: 262722 42.00 FOR ROAD OR STREET PURPOSES 09/11/2000 10: 16:06am Space above reserved for Washington County Recording informatiol.. Pacific NW Properties L.P. does hereby dedicate to the public a perpetual right-of-way for street,road, and utility purposes on,over, across, under, along, and within the following described real propety in Washington County,Oregon: Attached Exhibit"A" & Exhibit "B" To have and to hold the above-described and dedicated rights unto the public forever for uses and purposes hereinabove stated. The grantors hereby covenant that they are the owner in fee simple and the property is free of all liens and encumbrances, they have good and legal right to grant their right above-described, and they will pay all taxes and assessments due and owing on the property. The true consideration for this conveyance is $ 0.00 . However, the actual consideration consists of or includes other property or value given or promised which is the whole consideration. • IN WITNESS WHEREOF,I hereunto set my hand on this 9 5 t h day of .Till y ,20 00 Qct K >c- Signature Signature Tax Statement Mailing Address Mailing Address 9665 SW Allen Blvd . , Suite 115 9665 SW Allen Blvd. , Suite 115 Beaverton , OR 97005 Beaverton, OR 97005 STATE OF OREGON ) )ss. County of Washington ) This instrument was acknowledged before me on 7-2a-oo (date)by: 'AUL K. G t AL4 (name of person(s)). •►';'•. OF AL SEAL ' JO tell E Man ' '1 co1Na8$IONN0.N1N7 Notarys My Commission Expires: 0,7- /I-0/ Accepted on behalf of the City of Tigard this � day of, 9A vAI.w 20 43)0 . a C. City Engineer l .0+. 5 l:\ENGIPUB.FORMIRO W DE-IN.DOT Exhibit "A" ,t " 1 I LAND SURVEYORS ENGINEERS ENGINEERING INC. • (360) 695-1385 1111 Broadway Vancouver, WA 98660 LEGAL DESCRIPTION FOR PACIFIC NW PROPERTIES Right-of-way dedication July 14, 2000 A parcel of property in the Southeast quarter of Section 1, Township 2 South, Range 1 West of the Willamette Meridian in Washington County, Oregon, being described as follows: COMMENCING at the Southeast corner of the W.M. Graham Donation Land Claim; THENCE North 00° 53' 23" East along the East line of said Graham Donation Land Claim and the centerline of SW 72"d Avenue a distance of 943.70 feet to a point on the Easterly extension of the North line of Parcel II as conveyed to Pacific NW Properties in Fee No. 97-098534, Washington County Deed Records; THENCE North 89° 00' 37" West along said Easterly extension a distance of 25.00 feet to a point on the West right-of-way line of SW 72nd Avenue, said point being 25.00 feet West of, when measured at right angles to, the centerline of said 72"d Avenue and the TRUE POINT OF BEGINNING; THENCE South 00° 53' 23" West along said West right-of-way line a distance of 132.00 feet to a point on the North line of Parcel 1 as conveyed to Pacific NW Properties in Fee No. 97-098534, Washington County Deed Records; THENCE South 89° 00' 37" East along said right-of-way line and said North line a distance of 5.00 feet to a point on the West right-of-way line of said 72nd Avenue, said point being 20.00 feet West of, when measured at right angles to, the centerline of said 72nd Avenue; Z:\6000\6600\6624000 I.leg.d« • DLW/dlw Page 1 of 3 a ,4,600 e LAND SURVEYORS ENGINEERS ENGINEERING INC. • (360)695-1385 1111 Broadway Vancouver, WA 98660 THENCE South 00° 53' 23" West along said right-of-way line a distance of 132.00 feet to point on the North right-of-way line of SW Cherry Street, said point being 20.00 feet North of, when nieasared at right angles to, the centerline of said Cherry Street; THENCE North 89° 00' 37" West along said North right-of-way line a distance of 289.99 feet to a point on the East right-of-way line of SW 74th Avenue, said point being 20.00 feet East of,when measured at right angles to,the centerline of said SW 74th Avenue; THENCE North 00°53' 23" East along said right-of-way line a distance of 400.00 feet to a point on the North line of that parcel conveyed to Pacific NW Properties in Fee No. 98- 019702; Washington County Deed Records; THENCE South 89°00' 37"East along said North line a distance of 5.00 feet; THENCE South 00° 53' 23" West parallel to the East right-of-way line of said SW 74th Avenue a distance of 370.04 feet to a point on a 25.00 foot radius curve to the left; THENCE around said 25.00 foot radius curve to the left through a central angle of 89°54'00" (the long chord of which bears South 44° 03' 37" East a distance of 35.32 feet) a distance of 39.23 feet to a point 5.00 feet North of, when measured at right angles to, the North right-of-way line of SW Cherry Avenue; THENCE South 89° 00' 37" East parallel to the North right-of-way line of said SW • Cherry Avenue a distance of 219.98 feet to a point on a 30.00 foot radius curve to the left; THENCE around said 30.00 foot radius curve to the left through a central angle of 90°06'00" (the long chord of which bears North 45° 56' 23" East a distance of 42.46 feet) a distance of 47.18 feet to a point 10.00 feet West of, when measured at right angles to, the West right-of-way line of SW 72nd Avenue; z:\6000\6600l66240001.kg.dog DLWldlw Page 2 of 3 3 • r, •- , th.11111 LAND SURVEYORS WastraWilll ENGINEERS ENGINEERING INC. (360)695-1385 1111 Broadway Vancouver, ;;',1 98660 THENCE North 00° 53' 23" East parallel to the West right-of-way line of said SW 72"d Avenue a distance of 228.95 feet to a pc nt on the North line of the aforesaid Pacific NW Properties parcel in Fee No. 98-019702, Washington County Deed Records; THENCE South 89° 00' 37" East along said North line a distance of 5.00 feet to the TRUE POINT OF BEGINNING. • REGISTERED PROFESSIONAL LAND SURVEYOR OREGON FEBRUARY 3,1983 BRUCE Q TOWLE 2030 RENEWAL DATE: 6/30/e=4--- z 'Vz 16000\6600\66240001.leg.doc DLW/dlw Page 3 of 3 S89°005.00'37' "E FOUND 5/8" I.R. W/ �,/ ALUM CAP "OTAK INC." o �i 0 , SCALE 1 " = 60' W -60 -30 0sommi 60 120s89.0 :" t. ° 0 0 0'37"E Z 98-019702 r S8925.00 7"E 5.00' _ TRUE POINT OF,� 7\ - ( o BEGINNING 97-098534 25.00' EXISTING �,^ C C �• N N RIGHT-OF-WAY -3 t� o 'yam In •ro • ^. 30.00' PROPOSED F— , no cliz g RIGHT-OF-WAY L• c-) In W ( rn us o : `� i S89°00'37"E `�• ?i 5.00' . 5.00' PROPOSED ,,` c . O. RIGHT-OF-WAY V o t r. o , 20.00' EXISTING 97-098534 a y o tg cV RIGHT-OF-WAY 1;, 20.00' EXISTING RIGHT-OF-WAY x°f`` Ccry , 5.00' PROPOSED— _ l N. i RIGHT-OF-WAYP o) , G= 89°54'00" G=90°06'00" ' L "oo W R=25.00' 20.00' EXISTING R=30.00' 1 L=39.23' RIGHT-OF-WAY L=4118' N S89°0Q'37"Ea 19 98' N89°00'37"W 289.99' z FOUND 3 1/2" BRASS CAP S. CHERRY THE S.E. CORNER OF _ . W. CHERRY STREET THE W.M. GRAHAM D.L.C. 1