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2007-063001 ~ 12405 SW 112th Avenue ~ Walnut Street ~ Tiedeman Street RETRUN RECORDED ROCU T TO: waehington County,Oregon 2007-063001 CITY HALL RECORDS DEPAM1'4ENT, (, j2007 09:32:35 AM • CITY OF TIGARD dMIrW� crrt■i amnia A DUYCK 13125 SW Hall Blvd. $20.00;6.00$11.00•Total■$37.00 �• �R Tigard,OR 97223 I II 111111 I I 111 I 110 11111111 III \ INDIVIDUAL 01124591200700630010040048 I,Richard Hobsmicht,Director of A mint and r5v GE Taxation and Ex-Officlo County Clerk for Washington County,Oregon,do hereby certify that the within , File No. 045913 instrument of wilting wee received and ref order!in the I book of records of said cou( �y f Richard Hobemlcht,Dine or of A mint and =,•x.`4:i DEDICATION DEED Taxation,Ex-Officio County Clerk FOR ROAD OR STREET PURPOSES Space above reserved for Washington County Recording Information Curtis L. Sanders and Kathleen A.Sanders, as tenants by the entirety,do 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 property in Washington County, Oregon: Attached Exhibit"A" 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 Fourteen Thousand Five Hundred Seven Dollars and No/100 ($14,507.00). However, the actual consideration consists of or includes other property or value given or promised which is the whole consideration. s74" IN WITNESS WHEREOF,I hereunto set my hand on this I;A/ay of f( - ' 2007. etAxd,ij &2 '1 .)=;:91-A(16/VL----- Curtis L. Sanders Kalhlben A. Sanders 12405 SW 112th Avenue,Tigard, Oregon 97223 12405 SW 112th Avenue, Tigard,Oregon 97223 Tax Statement Mailing Address Property Address STATE OF OREGON ) )ss. County of Washington ) This instrument was acknowledged before me on -2")/01 l i— 2007 by Curtis L. Sanders and Kathleen A. Sanders.OFFro/ � IF SEAL /� 7)� _ _ ^,,, r R. DAVID FEINAUER O� �iCiL COMMISSION— 'Al NOTARY ON NO.3690077 f) Notary's Signature N f MY COMMISSION EXPIRES JUNE 14,2007 My Commission Expires: (c0Y/©7 Accepted on behalf of the City of Tigard this I O day of, Ma/ 2007. Q P. City Engineer r EXHIBIT A April 7,2004 Map and Tax Lot No.2S103AB-00900 Walnut Street, 116th Avenue to Tiedeman Ave. 12405 S.W. 112th Avenue City of Tigard,Project No.0459B PARCEL I (DEDICATION) A parcel of land lying in that tract of real property in Section 3, Township 2 South, Range 1 West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being more particularly described in a Deed to Curtis L. and Kathleen A. Sanders, recorded in Document No. 79028965, Washington County Records, the said parcel being that portion of said property included in a strip of land of variable width, lying southerly to the centerline of the proposed re- alignment of S.W. Walnut Street, which centerline is described as follows: Beginning at a point on line known as Station 10+00.00 (feet) of said re-aligned S.W. Walnut Street; from whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey No. 29,259 as Station 2+14.32 (feet);thence North 78°25'39" East a distance of 939.10 feet to a point of curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet); thence along a 415.00 foot radius curve to the right, through a central angle of 10°35'36", an arc distance of 76.73 feet, subtended by a chord of North 83°43'27"East a distance of 76.62 feet a point of tangency at Station 20+15.83 PT(feet); thence North 89°01'15" East a distance of 1376.62 feet to a point of curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); thence along a 275.00 foot radius curve to the right, through a central angle of 49°17'05", an arc distance of 236.55 feet, subtended by a chord of South 66°20'13"East a distance of 229.32 feet to a point of tangency at Station 36+29.00 PT (feet); thence South 41°41'40" East a distance of 79.91 feet to the centerline intersection of S.W. Walnut Street and S.W. Tiedeman Street, said intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the point of termination of this description. The widths in feet of the strip of land above referred to are as follows: STATION WIDTH ON SOUTHERLY SIDE OF CENTERLINE From 20+50 30.00 feet; To 22+98.70 From 22+98.70 30.00 feet; along the arc of a 25.00 foot radius curve to the right, an arc distance of 40.04 feet through a central angle of 91°45'17" (the long chord of which bears South 45°06'06" East a distance of 35.89 feet) ° 444.10) **10 To 23+23.68 55,77 feet; Said point being on the westerly right-of-way line of SW 112th Avenue (25 feet west of the centerline of SW 112th Avenue); From 23+23.68 55.77 feet. To 23+50 Except therefrom that portion of said tract lying within the existing right-of-way of S.W. Walnut Street and S.W. 112th Avenue. The area of land to which the Parcel I description applies contains 1317 square feet, more or less. /17.21/WP/SURVEY/LEGALS/SOUTH/03AB00900-B doc " PROFESSIONAL LAND SURVEYOR A , Orilliw**/ /0'; GON 3ANUA Y 10, 1994 ANTHONY R. WELLER 2649 162AlhiS . N.., , *No EXHIBIT A b-91'45'17" K 1.40.04' R•25.00' S.W.WALNUT STREET EXISTING PROPOSEDCH-IS 45116'06" E 20+71.20 RIGHT-OF-WAY N 89'01'15" E RIGHT-OF-WAY 35.89' 234;50 25.0o R 23+0-4 " 21+00 21+50 21+80.59 22+00 - 22+50 25.00 R 23+00 h=974517L-32.03. 20+71.81 21+80.59 65-00 R 22+13.64 Ut 22+98.70 R-20.00' 30.00 R20+72.65 48.00 R 37.00 R .30.00 R CH.04 45-06'06" W i 36.96,IR AWN , / 1 Amp or, /r 7/ 0419INSI3KIIINU& 28 71, egiff28126r/ z./• ,d, /„r A ' Nrawr ib, itliilit 114441.4 411 I We, ':'•71"--11'.7* * \/- * --- .. . 4-1 23+21.99 .... .14F', ‘Norlif ......., 1., *A_ - .... 22+9&76 .-6--":-..4 . . . .7 .- I 1, ''' 22+16.10 37-00 R A 0+73.28 /- 1--+1,.7u 592. t .• 42.10 R 44.00 R 1: . 01. 20+7102 21+17.21 21+75. . , ., • 45.61 R 42.00pRROPOsED 22+97.34_,r I: 4 I 42.00 R v. ,..23+15.02 47.07 R . l .37.00 R 48.98 R 52.69 .Ry-* SLOPE & UTIUTY I 21+75.59 22+00.93 EASEMENT 23+10.29 • 23+23.68 TEMPORARY 70.00 R 61.63 R 50.02 R 1: 55.77 R CONS1RUCT1ON 21+87.71 21+97.41 23+13.02 , 23+18.02 EASEmENT 65.00 R 58.00 R 77.41 R ' i 77.23 R 21+89.33 23+17. La 70.00 R 99.57 R BV41 A243i34 - 12405 S.W. 112th Ave. R y; Doc. No. 79028965 23+22.18 104.72 R 1 Ii S' 1.0 I N Iii‘C tk .00 u5 LEGEND # PARCEL I - RIGHT-OF-WAY DEDICATION AREA - 1317 SO. FEET MORE OR LESS x ,>, > PARCEL II - PERMANENT SLOPE & UTILITY EASEMENT AREA - 3446 SQ. FEET MORE OR LESS SCALE 1"m40' - ,- - • PARCEL In - TEMPORARY CONSTRUCTION EASEMENT I fl ..•.-... „ . AREA - 1668 SQ. FEET MORE OR LESS 40 20 0 40 J.N. 1721 • 1721ROW-EASE.DWG t DATE CESINTW 15573 SW RANGY ROAD,STE 300 LAKE OSWTIGARD, OREGON EGO,OREGON 97035 503.968.6655 siww.eestrvr.com TAX 12405 S.W. 112TH AVENUE 18Nov04 MAP 251 03A8 TAX LOT 900 FIGURE N..,