, 1924-07-03

1854 feet 8. AZ deg. 80 min. E., of
a point which is 27S6.2 feet S. "A
deg. OF min. E., of a point which is
724 feet S. 0 deg. AZ min. E., of a
the NV corner of Section 5 T. l6 NJ.
r. SO w. of the Sixth Principal Me,
ridian, Wyoming.
The point of beginning being the
point Of a 2 deg. curve t o the right.
the bearing of the tangent being S.
AZ deg. 3S min. E., Thence along
said curve through an angle of 16
deg. % min, 1898 it. Thence S. 2S
deg. 10 min. E., paralleling the west
right of way line of the Saratoga
and Encampment Railroad. 1851
1T. To point of a Is deg. curve to the
right the radius of which is 3S2 IT.
Thence along said curve through an
angle of so deg. 40 min, 351.1 IT.
Leave railroad. Thence S. 26 deg.
80 min. w, 6OO9.8 feet. To point
of a 3 deg. curve to the right the
radius of which is 1909 TT. Thence
along said curve through an angle
of 8 deg. rs min., 313.9 feet. Thence
S. 35 deg. 55 min. w, 99S feet. To
point of a 5 deg. curve to the left
the radius of which is 1145.9 feet.
Thence along said curve through an
angle of Is deg. 800 feet. Thence S.
20 deg. 55 min. W., 2SSS.5 TT. To
point of a 5 deg. curve to the left
the radius of which is 1145.9 feet.
angle of 20 deg. 81 min, 4l9 TT.
Thence S. 0 deg. OF min. E., 1077.3
it. Intersect line between sections
80 and 80 T. 16 N, r. SO w. Whence
the southeast corner of said section
20 bears S. SO deg. 80 min. E.,
1928 TT. Thence S. 0 deg. 02 min.
E., 1868 TT. To point of a 4 deg.
curve to the right the radius of which
is 1432.4 TT. Thence along said
curve through an angle of 8 deg. "a
min. W., 235 feet. Thence S. 9 deg.
90 min. w. 3S95.1 feet. Intersect
line between section 80 r. 16 N, R.
SO w. and Section S T. Is N, r. SO
w. Whence the south u corner of
said section 80 T. 16 N, r. SO w.
bears N. SO deg. OF min. w. Glib
TT. Thence S. 9 deg. 20 min. w,
5292.2 TT. Intersect line between
sections 5 and s T. Is N, r. SO w.
Whence the southeast corner of said
section 5 bears s. SO deg. "a min.
E., Plaza feet. Thence S. 8 deg. %
min. W., 1859 feet. To point of a
s deg. curve to- the right the radius
of which is 1852 IT. Thence along
said curve through an angle of 80
deg. 81 min, 407.7 it. Thence S.
Al deg. SO min. w, 1896 TT. To
point of a 3 deg. curve to the right
the radius of which is 1908 #.
Thence along said curve through an
angle of 9 deg. 43 min, 323.9 IT.
Thence S. 81 deg. AZ min. w, 1411.7
IT. To point of q / deg. curve to the
right the radius of which is 5729.7
1T. Thence along said curve through
an angle of 2 deg. 80 min, 1888 #.
Thence S. 54 deg. IA min. w, 111.6
TT. Intersect line between sections
Z and s T. Is NJ, r. SO w. Whence
the southwest corner of said section
s bears S. 0 deg. IL min. E.. 2666.6
IT. Thence S. 81 deg. IA min. w,
1902 TT. To point of a 10 deg. curve
to the left the radius of which is
573 feet. Thence along said curve
through an angle of 80 deg. 81 min.
309.5 IT. Thence S. 30 deg. 17min.
w, 1S41.S IT. Intersect line be-
tween sections 7 and Is T. 10 N. r.
SO w. Whence the south Il corner
OF said section z bears N. SO deg. 35
min. W, S30.7 It. Thence s. 23
deg. II min. W., 1913 IT. end of
project which is 1913 feet S. 23 deg.
II min. w, of u point which is
S30.7 fl S. SO deg. IS min. II. of the
south u corner OF section Z T. Is
N. X. SO w.
DAVE WEST.
Chairman.
First publication July 3. 1924.
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