, 1923-12-27
NOTICE OF PROPOSED ROAD
LOCATION

Ding from haWllnS 10 Lauuer ftoao
in Carbon county, more particularly
described as follo VS.. to-wit:
The Board of County Commits
sioners have decided to locate q
Highway running from Rawlins to
Lander Road. described as follows,
to-wit:
Right-of-way of the State High
way from Rawlins to Lander ROAD
in Carbon County. Wyoming. :.
Being the description of a parcel
Of land. of a total width of so feet
being 40 feet on either side OF and
eouidistant from a center line de-
scribed as follows:
Beginning at a point which is
Survey Station 0 plus 90 which Is
1912 feet N. IS deg. As min. E., OF
the corner of Sections s, 9. 1G and
II T. 81 N, R. ST w. of the Sixth
Principal Meridian. wyoming.
Thence N. As deg. so min. E, 1880
feet. Intersect line between sections
8 and 9 T. 81 N. r. 81 w. Whence
the Sc corner of said section 8
bears S. 0 deg. 20 min. W., 1347
feet. Thence N. as deg. SO min. E..
22O7.4 TT. To point of a Is deg.
90 min. curve to the left the radius
of which is 3S2 TT. Thence along
said curve through an angle of 80
deg. 46 min. PISA IT. Thence N.
10 deg. 04 min. E.. 1898 IT. In
tersect line between sections 4 and
9 T. 81 N, r. ST w. Whence the
So corner of said section 4 bears
S. 80 deg. SO min. f. 473 tt. Thence
N. l3 deg. 04 min. E., S7O.S It. To
PORT of a 3 deg. 90 min. curve to
the left the radius of which is
1909 It. Thence along said
curve through an angle of SO deg.
10 min. 1866 IT. Thence N. %
deg. O6 min. w. 2367.7 IT. To
point of a 5 deg. 90 min. curve to
the left the radius of which Is
ll45.9 It. Thence along said curve
through an angle of 9 deg. 10 min.
1893 IT. Thence N 80 deg. 16
min. w, 1063.6 It. Intersect line
between section 4 T. 81 N, r. 81
W. and Section 33 T.. % NJ, r. s"
w. Whence the NV corner of said
SETON 4 T. 81 N. r. 81 w. bears
N. SO deg. Al min. w, 776 It.
Thence n. SO deg. 16 min. W. 1874
It. Intersect line between sections
80 and 33 r. 90 N, r. 81 w.
Whence the SW corner of said sec.
80 bears S. 0 deg. 10 min. W. 1922
It. Thence n. 80 deg. l6 min. w,
1910 IT.. Intersect line between
sections 20 and 80 T. % N. r. 81
w, Whence the N.A corner of said
section 80 bears West Is #. Thence
Y 30 deg. l6 min. w, 2629.O IT.
Thence y. 30 deg. sc min. w.
$4,000 IT. Thence n. % deg. As
min. w, 1868 II. To point OF a
5 deg. 90 min. curve to the left the
radius os which is l145.9 It. Thence
along said curve through an angle
of % deg. 90 min. $500 IT. Thence
N. sc deg. As min. w, 4355.3 It.
To point of an s deg. 90 lin. curve
10 the right the radius of which Is
7l62 #. Thence along said curve
through an angle OF 30 deg. 90 min.
li29.2 II. Thence y. SO dhg. 80
min. Ei. 1870 It. To poH Of a
{ deg. 90 min. curve TO the left the
radius of which is 954.9 It. Thence
''ung said curve through an angle
VI Sc deg. 40 min, 927.S Fl. Thence
y % deg. OS min. w. 3SG2.4 It.
To point OF a 8 deg. 90 min. curve
, the left the radius OF which Is
1859 n. Thence along said
tLrve through an angle of IS deg.
20 min. 40 feet. Thence n. 81
~ 30 ~ We 49, ~
point of a 8 deg 90 min. curve to
the right the radius of which is
llA5.s T.. Thence along said curve
through an angle of 5 deg. 40 min,
ll3.3 IT. Thence n. 81 deg. 5S min.
W. 3Oi3.i II. Thence n. A. deg.
SO min. w. SS3.i 1t. To point of a
10 deg. 90 min. curve to the right
the radius of which is 573 feet.
Thence along said curve through
an angle OF SO deg. 20 min. 333.3
q Thence n. IA deg. IS min. W.
iii2.9 It. To point Of a 6 deg. 90
min. curve TO the left the radius
q which II lii5.9 II. Thence
along said curve through an angle
Of 12 deg. 90 min. 2ao II. Inter
sect line between sections 81 and
"a T. 30 N. II. SIS w. Whence the
NE corner OF said section rs bears
North 6t0.s II. Thence n. &c deg.
SO min w. 7l7.6 IT. Intersect line
between sections 2s and 2i T. 23
N. II. SIS w. Whence the Sc corner
OF said section 81 bears East 327.S
a. Thence n. &c deg. IS min. W.
mas IT, Thence ~. rs deg. IS
min. w. 1900 II. Thence N. IS
deg. IS min. W. 1903 II. to
pom, OF n c deg. 90 min. curve to
the right the radius of which Ia
ness II. Thence along said curve
through nm angle OF Z dog. 90 min.
1900 II. thence n &c deg Is min W
1850 r. To point OF n 8 dog. 90
min. curve to the left the radius OF
which IL 1853 II. Thence along
said curve through an angle Of ~
d'G. 90 min. $40 II Thence N.
81 deg. Is min. W.. $3.50 n. To
point NJ . 6 deg. 90 min. curve 10
The right the radius of which Il
ness n. Thence along said curve
through an angie OF - dog. 10 min.
N5.3 n. Thence N. ~ dog. or min.
w sss.s n. 10 point Of . 10 deg 20
uo curvc to tho right tho radius u
which II 6i3 Il. Thence Along aid