Vilas County news. [volume] (Eagle River, Vilas County, Wis.) 1896-1927, 1915-04-28

on SECTION line between sections % g, %
oio ~ ems to quarter section corner thar
81 "a To 4uaroet t nne section 80 1875 var $50
Quo W one east quarter post section "a asa
In Section "a 1875
1hence east on quarter line section "a 40
s saai o o. OCchs angle thence S. so 100
tween sections "a & 35 42-6 n as chains Iine Pc
line. - " % on Town
n, In Section s., 1875
anence . 20 4S.4S angle thence S. 81 E n 81
angle thence s. $3.50 E 7484 angle thanca g
20, ~ y " II angle thence n IS Is e a. SS r.
secSlon line between sections IS & Sc 42-6 chs
t anu 30 INKS north of section corner to sec.
WINS % anu 3d. on Town line thence n 1915 E
In Section SO, 42-6
525 angle thence s, IS. 80 E i9 40 ANGLIA tha,oo
gle 0T'i" oS.i@ an
In Section SO, 42-6
Ih,nence 5. 81, 80 55.l2 to the intersection of
vme Arp3r vitae and Boulder Junction high
way on the sw Sc section SO, town AZ n rance
oh commencing on the section line between
sections & 8, township AZ, range e. chs
O. LUIS east of section corner to sections 4 5
In section a. 42-5
LnencS a. 10 w ~ ks angle thence north 2 AZ
angie thence n: SOC Tower bears n. 70 W
o4O chalns 7.S9 angle thence n 27 30 W G. 50
thence H. 20 e &c. SO angle thence n 10 a IN 30
angie tnence n. W 1.69 angle thence n, 20 W
80 angle thence n. 20w 4,85 angle and to
west ena OF bridge across slough thence n Al e
90 angle thence H. 60e IS 40 angle theme
lbs H. 20 e % augle and to township line be-
tween townships AZ and 40 n range e $50 ks
east OF the a post section 4, 42-5 g..
In section 49, 43-5 e
1nence n lie l5-5l angle thence n 7S e. G. IS
angle thence n. SO e. $50 angle thence n. 2s e
n 80 angle thence IL. 81 90e IA angle thence
3 a. 80 e.. $40 angle thence n IL. so e.. 10 SO
angle thence n W 80 Ii angle thence n 10 q
q 80 angle and to section line between sections
% and 80. 10 II chains west of section corner to
sections q, %, SO and a.
In section g. 1875.
Ihence n. SO e.. chs angle thence n y e
a Is angle thence n. So W % 30 angle thence
n 1880 W Is 81 angle thence n Al w 476
angle thences- 80 W a. "a angle thence 74w
"A angle thence n So W. 1854 angle thence
n 80 w 5~2l angle thence n 81 80 W 3 80
angle thence n 45 w 8 AZ angle thence n.
80 w 81 angle thence n. 81 W. 6-77 to
section line between sections p & %, is 80 chs
east OF section corner to sections 20, 81 % & 20
In section 81 1875
Thence s 81 6 8 angle thence n 81 w 68
angle thence n AZ W 3 % angle thence H. 80 W
z. % angle thence n "a w 36 angle thence .
q 30 W .46 to section line between sections
20 & 81, II. 6S chains north of section corner
to sections 20, p, % & 20, 435 Thence north on
section line between sections 20 & 81 var. Be
% chs 8 ks tow a post, sec 21-42-5;
69 81 to section corner TO sections &c. II, 20 & 81
49, Thence north between sections Is 81 H.
var, go e: 40.3l to west quarter post of Sec
tlon 10, 43-o 1888 to section corner to sections
g. 8. Is andl7 43-5 Thence north on section
line between sections and 9, var. 2 10 e, 80, so
to west quarter post of section g. 49, the same
being an accurate survey Of said highway
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,