Ordinance No. 19699 - Laserfiche WebLink

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vacation of a portion of James Road R parcel of 1 and ] yi ng i n the west one-hat f of Section 18, T1lS, R3W and the east one-half of Section 13, T17S, R4W, W,M., Lane County, gregon, and bein a porn on of that pro ert described ~ n Reel 35 g P y 4, Reception 92D94, Lane County Deed Records, and as shown on County Survey No, 22412, said parcel bein a stri of land variable feet i n width variable feet g P s on each side of the centerline of James Road as said road has been relocated, said ce terline is described as s . commend ng at Eng~ Weer s Centerl i ne Stag on L o+OD, sa ~ d Stag on bey n North 998.82' and East 49.50' of the southwest corner of ai 9 s d Section 18, T1lS, R3W, W,M,; thence N9°3D'46"W 285.36'; thence northerly 221.11' alon the a 116.12' radiu 9 arc of s curve concave to the west through a central angle of 11041 43", the chord of which bears N18°21' 48"W 220.29' ; thence N2l°12' 31"W 169,12' • t hence northerly 165.OD' a1 ong the arc of a 358.10' radius curve concave ta~ the east through a central angle of 26024' 00" , the chord of which bears N14000' 30'~W 163.54' to Engineer's Centerline Station L58+41.25, bein the TRUE P BEGI E 9 OINT of NNING of this descr~pt~on, thence northerly 232.40 along the arc of a 35$,10' radius curve concave to the east through a central angle of 37011'00" the chord of which bears Nil °41'01"E 228,34'; thence N36°19'51"E 12,54 ' thence northeasterly 364.95' along the arc of a 318.35' radius curve concave to the south through a central angle of b5°40' Sl", the chord of which bears N6 012' 20"E 345.29'; thence Sl7°51'12"E 249.24' to Engineer's Centerline Station L 1?+00.38 and there ending. The souther]y vacation Tine at Engineer's Centerline Station L58+41.25 bears N65°23'27"E 33.09' to the easterly right-of-wa of James Road and S650 " 32.55` t y 23 27 W o the westerly r~ ght-of-way of James Road, respectfully, from sal d Centerline Station. The width i n feet of the strip of 1 and above described i s as fol l aws: STATION TO STATION WIDTH ON NW'LY SIDE OF C/L WIDTH DPJ SE' LY SIDE OF C/L L58+41.25 L512+15.50 30 ft. L512+15.50 L512+80.82 30 ft, to ers on a st p ght 1 i ne to 34, 04 f t, L512+80.82 L513+41,4C 34.04 ft, to err r p ~o~aatght line to 51.62 ft. L513+41,40 L514+51.14 51,62 ft, to ers n p o a stght line to 30.00 ft, L514+51,14 L51?+00.38 30 ft. Contains 1.22 acres, more or less 30 f t, 30 ft. 30 f t, 30 ft. 30 ft. Bearings are based on Oregon Coordinate System -South Zone. EXHIBIT A