Eagle River review. [volume] (Eagle River, Wis.) 1890-1927, 1916-01-14

cross Lots 4. 8 and 2, NE SW, Sc SW,
and SW SW of section 80 and NV NV
of section 81, all in township 40 North,
of range East.
Thence southwesterly across NE
NE, Sc Sc, Lot 4, NV Sc, Lot 5, Sc
SW and Lot 6, of section Sc, Township
40 North, range East to Township
line between townships SO and 4Ol4
chains east of section corner Tin lake,
to sections 1 and q township 80 North,
range 6 East, and sections 80 and 80,
Township 40 North Range 3 East.
We. the undersigned, Committee on
Roads and Bridges, heretofore duly
appointed by the County Board OF SUI
! peryisors of Villas County, Wisconsin,
did on the 22nd day of September,
1915. make out notice and fix therein
a time and place at which we would
meet and decide upon such application
land did meet on the 8th day OF Novem-
/ Der. 1915. at 4 o'clock in the afternoon
of that day at the corner of Railroad
and Wall Streets in the Town OF Eagle
River. on said proposed highway, 1t
being the time and place fixed therein
bv us in said notice; and having first
been satisfied by due proof that the
notice aforesaid had been duly given
to all the owners and occupants OF
the lands thru which said highway
NAV pass and to all other persons
three weeks previous to the time OF
said meeting, by publishing the same
in the Eagle River Review, a weekly
newspaper printed and published in
the Village of Eagle River, in said
/ County and also in the Villas County
News another weekly newspaper print
ed and published in said village, we
did then and there proceed to examine
personally said highway and did hear
any and all reasons that were offered
lfor and against laying out the same
and did decide upon such application
4 and it being the opinion that the pub
Iic good will thereby be promoted, did
decide to report and recommend that
i your honorable body do lay out the
said highway as hereinafter described
to-wit:
i Commencing on the section line be-
tween sections % and 33, Township 40
i North, Range 10 East 11.6l chains
west of the north quarter post OF sec
ton 33, 40, 10; thence S. 1870 E.
: chains
& links.
1850 Angle; thence S. sc w
so To center of track of G. & N.
w. R. r.
u 1.28 Angle; thence N. 80 w.
2967 To section line between sections
80 and 33, 13.43 chains S. of the
NE corner of sections 30, 40 and
10.
In Sections 80, 40 and 10;
thence N. 80 w.
1888 Angle; thence S. SO w.
27.86 To section line between sections
81 and 80, 1714 chains, north OF
the east II post of sections 81
40 and 10.
In sections 81, 40 and 10;
thence S. AT w.
l18.5S Angle; thence S. 40 w.
1918 Angle; thence S. 1890 w.
11.80 Angle; thence S. $3.50 w.
LA To center of Mud Creek Bridge
5.62 Angle; thence N. SO w.
1854 To range line between Ranges $
: and 10, 1134 chains north of the
SW corner of sections 81, 40 and
10 E.
In Sections SO, 40 and >;
thence S. SO w.
lib Angle; thence S. $3.50 w.
1926 Angle; and to the town line be
tween Townships 80 and 40.
800 Chains east of the south n post
) sections Sc, 40 and 8.
40.03 Angle; thence S. e.
/, 1872 To south end of dam across the
: Wis. River; thence S. Is w.
6.53 Angle; thence N. 1880 w.
4.89 Angle; thence N. 80 w.
n n
7.16 To section line between sections
35 and 36-40-9, so Links north OF
5 Meander Post on north bank OF
Wis River.
In section 35-40-9 thence S
4 8.8S w.
800 Angle; thence N. 1915 w.
800 Angle; thence N. 81 W.
500 Angle; thence S. 62 w.
500 Angle; thence N. 67.45 w.
500 Angle; thence S. 77.30 w.
900 Angle; thence N. so w.
I 400 Angle
In Section 35-4o-9; thence N
5000 w.
HOO Angle; thence N. n w.
1926 To section line between sections
81 and 35-40-9.
In Section 3440-9; thence N
II w.
1878 Creek 5 links wide runs south
cement culyert.
1900 Angle; thence N. 76 w.
1 1000 Angle; thence N. 81 w.
700 Angle; thence S. $3.50 w.
II 1882 Angle; thence N. $3.50 w.
21.O0 Angle; thence N. 1870 w.
$50 To section line between sections
33 and "a, APT chains south OF
section corner to sections a. 90
33, a.
i In Section SS-4o-9; thence N
Il 80 w.
800 Angle; thence S. 7S w.
! 1900 Angle; thence S. IS W.
i 700 Angle; thence S. 50 w.
1 TOO Angle; thence S. $3.50 w.
500 Angle; thence s. 46 w.
j 100 Angle
4 In Section 33-4O-s thence S.
6130 w.
1900 Angle; thence s. 4130 w.
II 90 ANGLE. fhenca G 81 w