Eagle River review. [volume] (Eagle River, Wis.) 1890-1927, 1912-11-01

said highway may pass, in public
places in said towns, we did then
and there proceed to examine person
ally said highway, and did hear any
and all reasons that were offered fol
and against laying out, widening and
altering the same and did decide up
on said application, and it being oul
opinion that the public good will
thereby be promoted, did decide to
report and recommend that your hon
orable body do lay out, widen and
alter the, said highway as hereinaf-
ter described. to-wit:
Commencing on the county high
way at the intersection of Railroad
and Wall streets in the village OF
Eagle River, in Section 80, Town
ship 40 North, of Range 10 East;
thence east, vernier reading at LOU
east, 41.49 to Section line between
Sections SO and 34-40-10 E. 686 south
of the Section corner to Sections n
and %, SO and "a.
In Section 34-4O-10 E., thence east
variation LOO east, 1919 to north and
south quarter line of Section 34-4O-lO
e. 6.93 south of the north quarter
post of Section "a, thence south on
north and south quarter line oftSec-
ton "a, variation 600 west $500
angle, thence south 100 west 7.76
angle, thence south 1900 east SAT
to south quarter post of Section "a
4O-1O e.
In Section 3-39-10 E. Commencing
at the north quarter post of Section
3-39-1O E. thence south on the quar-
ter line of said Section 3, variation
2O.3O E. at 1913 to the south 1-8
line of Section 3, variation $3.50 east
Hap angle, thence south 1900 east
1857 to section corner to sections
2 and 8, 10 and 1880 E. thence
east on section lire between Sec
lions 2 and II, variation $50 west
$3.50 angle, thence south $500 east
$3.50 angle, thence south 1880 east
1880 angle, thence south 1870 east.
SAT angle, and to the north eighth
line of Section 1890 E. thence
on the north eighth line of Section LII,
1910 E., south S430 E. 27.O0 to the
eighth corner of section line between
Sections II and 12-39-10 E. thence
south on section line between Sec
lions II and IL, variation 400 east
20.09 to quarter section post 60.11 "
to section corner to sections IL, II,
ID, and IA, thence commencing on
section line between Sections II and
IL 1874 links north of section cor
ner to sections II, IL, 13 ard IA.
In section 12-39-10 E. thence south
61.45 east, 2.15 to the section line
between Sections II and 13 165 links
east of section corner to sections
II, IL, 10 and IA.
In Section 1890 E. thence south
51.45 east 2S.73 angle, thence south
$3.50 east 6.77 angle, thence south
700 east 14.55 angle, thence souutt
200 east 29.7S angle, thence south
$500 east $50 and to the section
line between Sections Ii and "a 81. So
west of the southeast corner of Sec
ton 1890 E.. the same being an
accurate survey of said highway ant
the line of said survey to be the
center of said highway and said
highway to be held out to the width
of four rods; H -
We, the undersigned committee
on roads and bridges, further report
and recommend that the owners Of
lands through which said highway
is laid out are unknown to your com
mittee and none of said owners have
released any ard all claim to dam
ages, sustained by reason of the
laying out, widening and altering o
said highway, and the undersigned
not being able to agree with sucE
owners as to the amount of sucl
damages. having applied to them TO
that purpose, and endeavored to max
such agreement we did at the time
and place fixed in said notice here
inbefore referred to, ascertain ant
assess the damage which said own
ers will severally sustain by reasoi
of the laying out, widening and alter
ing of such highway through their
lands and having taken into consid
GRAFTON the benefits which each own
er aforesaid may receive thereby
we determine and award such dam
ages as follows, to-wit: to the own
er of each of the following describes
pieces, parcels or tracts of land: nj