Eagle River review. [volume] (Eagle River, Wis.) 1890-1927, 1915-04-23

on section line between sections 50 q So. var.
Bis e 40 chs. to quarter section corner thence
east on quarter line section 80 42-6 var: 3.8O E
81 80 to the east quarter post section 50 42-6
In Section "a 1875.
Thence east on quarter line section 81, 426
var. $50 E 50chs angle thence S. 80 2 1927
tween sections "a q IS, 1875 81 ,48 chains north
of section corner to sections "a & IS on Town
line.
In Section 35 1876
a Insnca 20 angie 5ne ens thence
rs. 80 E 81. IL angle thence n. 75.45 e 92.86 to
section line between sections 50 q SO, 42-6 chs
and 36 links north of section corner to sec
tions IS and SO, on Town line thence n. 7545 E
In Section SO, 426
525 angle thence 8. $3.50 1910 angle thence
n. 81 E 90 II angle thence 84.15 1912 an
gle
In Section &C. 1926
Thence s. 86. 80 g LIZ to the intersection of
the Arbor Vitae and Boulder Junction high
way on the sw Sc section SO, town AZ n, range
E Commencing on the section line between
sections & 9, township AZ, range e., chs
- links east IF section corner to sections A. 5,
g 9, 42-5
In section A. 42-5
Thence n. 16 W 10 ks angle thence north 2.45
angle thence n. 3.30e Tower bears n. 20 W
$40 chains 7.S9 angle thence n. 2730 W 6.59
thence n, 20 e 2O.82 angle thence n. 10 1888
angle THENCE ss angle q thence M n 20 v
west end of bridge across slough thence n. ~ e
A. 55 angle thence n 60 e. IS 40 angle theme
n 26 e. 1928 augle and to township line be
tween townships ~ and 43 n range 5 e. $50 ks
east of the n post section 4 42-5 e..
In section 80. 43-5
Thence n lie. 1851 angle thence MS e.. s 85
angle thence n. So g.. go angle thence n. 2S G
n 90 angle thence H.. 81 30e- 2.74 angle thence
g. 4S0 e.. $40 angle thence n. Is. 80 g. 1882
angle thence n W. 80 Is angle thence n. 10 e
786 angle and to section line between sections
% and 33, Is IL chains west of section corner to
sections q, %, S3 and a.
In section %, 1875
Thence n SO g.. 6 chs angle thence n IL e
n IL. 80 W. 16S1 angle thence n. Al w. 4.7e
angle thence s. SO W. 434 angle thence s. Hw
4 "A angle thence n. 50 w. 1854 angle thence
n. 66 W.. 5-2l angle thence n 81 30 W. 81
angle thence 45w. 9-42 angle thence n
~ 80 W. g. IL angle thence n. 81 W. 6,-77 to
section line between sections 81 & %, To- SO chs
east of section corner to sections ~ 2l 70 @ ~
In section q. 1875
angle thence n Al 3.25 angle thence n. % W
2. 63 angle thence "a W SO angle thence n.
n 80 W 4-46 to section line between sections
20 q 81, l-68 chains north of section corner
to sections 90 81, % g 20, 4s-5 Thence north on
section line between sections 20 & 81. var. Be
90 chs ks tow n post, sec 21-42-a;
1887 to section corner to sections l6, IL, ~ q y
43-b Thence north between sections Is d ~
var, 2.sO 9. 4O.3l to west quarter post of sec
ton 49, 43-5 1898 to section corner to sections
s, 8. Is and II. 435 Thence north on section
line between sections and 8, var 2 10 g, $3.50
to west quarter post of section 8. 43-5 the same
being an accurate survey Of said highway
caused by us to be made. The line of said
survey is the center of said highway and the
same is laid out the width of four rods
Made and signed by direction OF the Coun'
ty Board by US this 18th day of March, 1915.
N, M, EMMoMs, Chairman of the County Board
w. A, BRADFORD County Clerk, Villas County
Wisconsin,