, 1923-12-27

the radius Of which Is 573 It.
10 deg. 90 min. curve to the right
Thence along said curve through an
angle Of 26 deg. 20 min. 263.S IT.
Thence N. 26 deg. 4s min. W., AIS
TT. To point Of a 6 deg. 90 min.
| curve to the left the radius OF
which Is 1l45.9 IT. Thence along
said curve through an angle OF 16
| deg. 90 min. 5000 It. Thence N.
AZ deg. 4S min. W., 144.9 It. To
| point of a 10 deg. 90 min. curve
to the right the radius Of which Is
5T3 it. Thence along said curve
| through an angle of 46 deg. so
| min. 465 IT. Thence N. 3 deg. AZ
min. E., 662.4 IT. To point Of a
3 deg. curve to the right the radius
| Of which is 1145.9 TT. Thence along
said curve through an angle Of Z
deg 54 min, 1880 1T. Thence N.
IL deg. SO min. E., 1928 TT. Inter
sect line between sections 8 n IT
T. 23 NJ. r. SO W., Whence the Sc
corner Of said section 8 bears S.
SO deg. A min. E.. 1907 IT.
Thence N, II deg. SO min. r., 927.7
TT. TO point of a 5 deg. 90 min
curve to the left the radius of which
is l145.9 it. Thence along said
curve lIiOuRu al aISic VI 20 uCS'
40 min. 573.3 IT. to sta. 793 plus 23
%Intersect line between section s T.
% N, r. IS W., and Section 32 T.
"a N, r. SO w. Whence the M
corner OF said section s T. 23 NJ.
r. IS w, bears East 1888 It.
Thence N. II deg. 04 min. w.
164Sl.5 it. Intersect line between
sections IS and 10 7. "a NJ, II. So
w. Whence the NV corner OF said
section 10 bears West 1858 it.
Thence N. II deg. o. min. w.
4lSl.S N. Intersect line between
section Is 7. "a N, r. So W.. aud
Section 10 T. "a N. r. SO w.
Whence the NV corner of said sec
ton Is 7. "a N, r. So W., bears
North 1876 it, Thence N. II deg.
04 min. W., l354.0 It. Intersect
line between sections IL and 10 T.
"a N. r. 50 w. Whence the NE
corner OF said section 13 bears East
4J5.2 it. Thence N. II deg. o.
min. W.. 5530.7 TT. Intersect line
between section l and IL T. "a N.
r. SO w. Whence the SA corner
of said section l bears West $50
IT. Thence N. II deg. O5 min. w,
35O4.2 IT. To point of a s deg. 90
min. curve to the left the radius
of which is ll45.9 It. Thence
along said curve through an angle
of 80 deg. 90 min, $50 feet. Thence
y. SOC deg. "a min. w, 1892 feet
To station 1927 plus 63.4 Intersect
line between sections l n 2 T. "a
N. r. 50 w. Whence the NV
corner of said section l bears North
23l.5 1T. Thence n. Sc deg. o.
min. W, 420.3 feet. To station
1891 plus S3.7. lntersect line be-
tween section 2 T. "a N, r. SO w.
and Section So 7. 25 N. r. SO W.
Whence the Nr corner of said sec
ton . T. "a N. II. 50 w. bears East
35O.5 IT. Thence n. Sc deg. o.
min. w. 250i.l #, To point OF a
4 deg. 90 min. curve to the right
he radius of which is 1924 feet.
Thence along said curve through an
angle Of s deg. 90 min. 200 feet.
Thence y. As deg. "a min. W,
1851 feet. To point OF a 5 deg.
90 min. curve to the right the rad
ius of which is 1l45.9 fet. Thence
along said curve through an angle
If 10 deg. "A min. 254.5 feet. In
lersect line between sections 35 and
20 7. % N, II. 80 w, Whence the
NV corner OF said section SO bears
North 1899 feet. Thence along
said curve through an angle OF |
dcg. SO min. 32.l eet Thence y.
80 deg. ~ min. W, 2055.5 feet.
intersect line between sections 80
and 26 T. % ~. II. SO w. Whence
the 81 corner OF said section 90
bears West 1857 feet. Thence n.
80 deg. A min. W, 53l.0 feet. To
point OF Il 5 deg. 90 min. curve to
the right the radius OF which is
l1i5.s It. Thence along said curve
through an angle OF 80 deg. 80 min.
$50 IT. Thence N. l deg. IA min.
W. a2lG.4 II. lntersect line be-
tween sections % and 25 r. 25 N.
X. 50 w. Whence the SA corner
Of said section 20 bears West 1895
II. Thence N. l deg. ~ min. W.
52T0.2 II. lntcrsect line between
section % and II T. % N. II. SO
W. Whence the So corner OF said
section ~ bears West 1882 It.
Thence n. l deg, II min. w. 1883
II. To point OF a 6 deg. 90 min.
curve to the left the radius OF which
Is ll45.9 II. Thence along said
curve through An angle OF 25 deg.
90 min, 200 feet. To station l43%
plus +5.s Thence n. &c deg. IL
min. w. 3s%S.l II. To station
1873 plus SO. Inters-ct line be-
tween section IL and IL T. Is N.
r. SO w. Whence the SA corner
OF aid section II bears East
i2l7.% n. Thence ". &c deg. II
min. W. 7G.l Il. To point Of . 8
deg. 90 min. curve to tho right the
radius OF which In 1859 n. Thence
slonK said curve through an angle OF
2s deg. 10 min. <63.3 II. Thence
". } deg. % min. W. <76s.8. In
tcr~ect limo bet sections ! and
II r. 26 n. X. 50 W. whence the
NV corner Of said section IL boArs
West ss&.< n. Thence n. , deg
% min W. eos n. To point OF Q