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ro(essional Land Surveyors
aul N. Scherbel
egislration No 164
00 A. Sr hurbel
egi >lration No. 3889
larlowe A. Scherbel
egistration No. 9368
JRVEYOK SCHERBEL, LTD.
ig Piney. Wyoming 83113
kson, Wyoming 83001
tton, Wyoming 83110
To -wit:
DESCRIPTION
FOR
ERICKSON FAMILY TRUST
TRACT B
740
That part of the SE4 of Section 26 and that part of the NE4 of
Section 35, T31N, R119W, Lincoln County, Wyoming, being part
of that tract of record in the Office of the Clerk of Lincoln
County in Book 262 of Photostatic Records on page 232, as
follows:
BEGINNING at the intersection of the north line of said NE4
with the centerline of the Bitter Creek County Road No. 12-
140, S89 22.0'W, the BASE BEARING for this survey, 847.79
feet from the northeast corner of said NE4, found as described
in the Certified Land Corner Recordation Certificate filed in
said Office;;
thence coursing said centerline as follows:
N31 42.5'W, 464.85 feet to Station PT 328 +38.5;
northwesterly, 196.47 feet, along the arc of a circular curve
to the right through a central angle of 05 52.3'with a
radius of 1916.91 feet with a chord bearing of N28 46.3'W
196.39 feet, to a 3/8" x 12" steel spike, and leave said
centerline;
thence S89 22.0'W, 33.10 feet, parallel with said north line,
to a point on the westerly right -of -way line of said County
Road;
thence continuing S89 22.0'W, 1335.87 feet to a point;
thence S01 40.1'E, 571.41 feet to the witness corner for the
northwest corner of said NE4, found as described in the Certi-
fied Land Corner Recordation Certificate filed in said Office;
thence S01 36.0'E, 1484.50 feet to a point at an existing
fence corner;
thence coursing said fence as follows:
N78 59.6'E, 1468.61 feet to a point;
N89 51.7'E, 556.53 feet to a point;
N84 07.0'E, 130.14 feet to a point on said westerly
right -of -way line, and leave said fence;
thence continuing N84 07.0'E, 30.02 feet to a 3/8" x 12" steel
spike on the centerline of said County Road;
thence coursing said centerline as follows:
northwesterly, 225.80 feet, along the arc of a circular curve
to the left through a central angle of 08° 16.3' with a
radius of 1563.93 feet with a chord bearing of N11 58.7'W
225.60 feet, to Station PC 343 +96.00;
*bit
"Modification in any way of the foregoing description terminates liability of the surveyor"
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