, 1923-12-20

IT,, thence along said curve through
II. To station 2138 plus 1926 Thence
T, point of a 8 deg. 90 min. curve
to the right the ridius of which is
1852 It. Thence along said curve
through an angle of 81 deg. 10 min,
It'll It. Thence N. IS deg. 26 min.
E.. 2527.9 It. To point of a 5 deg.
90 min. curve to the left the radius
Of which is 1145.9 It. Thence along
said curve through an angle of "a
deg. 20 min, 1857 IT. To station
2187 plus 1916 Thence N. 5 deg. "a
min. w. 1921 It. Intersect line be-
tween sections 10 and 16 T. 27 NJ,
r. SO w. Whence the SW corner
Of said section 10 bears West 2312.0
It. Thence N. s deg. 81 min. W..
40S3.8 IT. To point Of a / deg. 80
min curve to the left the radius of
which Is 3819.7 IT. Thence along
said curve through an angle Of 20
deg. 4s min. 1384.5 It. To point
of a 0 deg. As min. curve to the
left the radius Of which is 1895
It. Thence along said curve through
an angle OF S deg. Is min. 1000 It.
To point Of a 2 deg. 90 min. curve to
the left the radius OF which is
3864.8 It. Thence along said curve
through an angle Of 8 deg. 90 min,
1000 tt. Thence 80 deg. 55 min.
w. 1868 It. To point of a 4 deg.
90 min. curve to the left the radius
of which is 1924 It. Thence along
said curve through an angle Of 13
deg. 90 min, $3.50 It. Thence N.
81 deg. SIS min. w. 342.2 it. To
point Of an s deg. 90 min. curve to
the right the radius of which is
1852 TT. Thence along said curve
through an angle OF 70 deg. 90
min, 9O4.1 1T. To Station $3.50
plus 0S.1 Thence N. 10 deg. 25
min. E., 1918 IT. To point of a
10 deg. 90 min. curve to the left
the radius of which is 573 it.
Thence along said curve through an
angle Of "a deg. 80 min, 245.O #.
Thence N. s deg, 05 min. w,
$3.50 IT. To point of a 10 deg.
90 min. curve to the right the
radius of which is 573 IT. Thence
along said curve through an angle
Of 81 deg. rs min, 314.2 IT. Thence
N. &c deg. 20 min, No. 27.2 1T.
To point Of a 10 deg. 90 min. curve
to the right the radius Of which is
573 It. Thence along said curve
through an angle of % deg. IS
min., 223 1T. Thence N. As deg. 80
min. E., 1867 it. To point OF a
16 deg. 90 min. curve to the left
The radius of which is 1851 feet.
Thence along said curve through
an angle of At deg. II min, 295:5
It. Thence N. / deg. 81 min. E.
37.7 TT. To point of a 10 deg. 90
min. curve to the right the radius
OF which is 573 It. Thence along
said curve through an angle of IS
deg. As min, 2SS It. Thence N. 80
deg. 90 min. E., 54S.S TT. Ts point
OF a 2 deg. 90 min. curve to the
right the radius of which is 2S64.S I
IT. Thence along said curve through
an angle of Z deg. 23 min, 1892 It.
Thence N. 81 deg. 32 min. E..
1861 IT. To point which is 14SO.9
feet N. 81 deg 80 min E of a point
which is 1857 it N 80 deg % min E
OF a point which is 155 feet N. l
deg. 81 min. E. OF a point which is
90 feet East Of the SW corner OF
Section "a T. 2S N, r. SO w.
All objections or claims for
damages by reason thereof must be
in writing with the County
Clerk OF said county, before noon
on the 5th day of February. A. d.
1924, or such road will be establish
ed without reference to such OBJ
jections o. claims for damages.
j. E. BUCHANAN.
County Clerk.
Dated this 18th day of December
A. D.. 1923.
First publication Dec. 13. 1923.