Vilas County news. [volume] (Eagle River, Vilas County, Wis.) 1896-1927, 1914-12-30

| 7S9; Angle
! Thence N.68 w
| S3l; Angle
Thence n. 7930,W.
| 2.S5; Angle, and to section line between sec
lions IA & l5-42-5. 26.7S chains north of
section corner to sections IA 1922 422-5,
In Section 1920
| Thence S.79.30W
| 613: Angle.
Thence N.40.30.W.
| 66?: Angle,
Thence N.56.W
| 1859; ANGLE
Thence N.5030W
| S.13 Angle.
thence N.7915W,
| 4.43 Angle
Thence S.S9.W.
| 5,18; Angle.
Thence N COW.
| 5.99 Angle
Thence \, SO BOW,
| 7.S3 Angle.
Thence N 45,w $3.50 Angle; thence N40.3O w.
800. angle; thence N 81, Is W. 6& angle: thence
S SO w. 5,85 angle; thence 81 W. 1853 angle,
| thence N A 30 w; 4, 10. angle. thence n Is W.
4 SO to section line between sections Is & l6 10
AZ chains south of section corner to sections 3
| l0-l5-l6- 42-5.
In Section l6-92-5,
| Thence N SO 30 w. $50 angle: thence 5. 76 W.
$50 angle; thence s. 81 " 6O2 angle, thenceW ,
S, rs W; $50 angle, thence N. 66 W; 545 angle,
| thence n. 70 30 W. 500 angle thence n 5I50 w
| SOB To section line between sections & Is rs
vi AASAH "
| l7,-425.
| Thence n. 70 30 W: g. 80 angle, thence n 81 W.
AS angle, thence N. 81 30 W: 427 angle thence
! N.6l W: II 10 angle. thence n, "a W; Is angle,
thence N. 48. W; All angle, thence N u, 10 w;
| 2 43 angle, thence N. 10 Is W. 346 angle, thence
n. $50 W; A. 80 angle, thence "A. E: 500. angle.
| thence N. 81 80 e. 526 angle thence n 10 30 E.
II 40 angle thence n 81 30 E; 5 50 angle, thence
! y 3 w; 80 angle thence N "a 30 w; SO angle,
| thence N 9 E; 90 70 angle to south side. of
bridge across Manitowish river at dam; II to
| north end of bridge; 3 81 angle thence N 40 Bow
| 5 45 angle, thence N % SOW L angle, thence
N n so w; IS angle, thence So W; 2 So to sec
| ton line between sections q g. chains east OF
section corner to sections 1859 AZ D,
In Section 442-5
Thence N 66 w: 2 10 to section line between sec
| tions & 5 1cbain north of section corner to
| sections 1883, 1875
| In Section 5-42-5
| Thence S 81 w: IL 90 angle, thence S so BOW
Is 50 to section line between sections q 8, 10 %
chains west of section conner to sections 4-5-o9
| 42-5
In Section S-42-5
| Thence S 81 30 W; II IA angle, thence n "a w;
| 6 40 angle, thence 70 80 W: 8 40 angle thence
N 50 80 w: II angle. thence n - 10 W. 8 40 an
GLE thence S 70 W. 6 50 angle, thence 30 w:
| 4 50 angle, thence 80 So angle, thence s.
81 80 W; 80 angle, thence S 65 30 W; l6 angle,
thence N 81 W; 5 46 to section line between sec
| tions & 8, chains south of section corner to
In Section 1925
] Thence 81 W; s rs angle, thence S 81 Is w;
4 81 angle thence 5 30 W. 6 "a angle. thence So
o0 xr,. 9 ne apolea MOO N 20 w. IN IN anorla
| tbanea n 81 W. 738anoIe thence N rs w. 7 q
.i $780,, NJ TX ~ w. 4 on anrsIa tbonca NJ Se
| W: 5 rs angle, thence N Is 30 W: AZ angle,
thence S 60 80 W; 7.33 Bangle, 10 W; rs angle
tenoe 20 % 81 In sotb ~ eactinn corne to
Sactions i e IL township 42-4 and sections 6 81 Z
! 42-5, October 9th 1914.
| Commencing at the section corner to sections
| IA & u Tn 42-5 and sections IS & 10 1876 thence
south on the range line between ranges & g.,
var - ~ 10 TO Quarter secC5oh copne 20 %
10 an 20 nnn Si Sect;o,, ,a
sections 10 * o 20 q 9n We esI o 10 "a 10
DEW cen % e7 70 sactio,' ornar 70
uel t; 10 % 90 ~ thI,,e ~, oactio, linz
sectlohs no o on 90 ie
petWeeh sctoIs 20 * ~, az ~ ~ 81 " W. I'D;
of section 1926: 40 90 set post for center of
section 2S4S6 thence south % on on quar,er line OF
nost Of section 1928 thence east on section
line between sections g & 81 Var2 r: a 80 to
section corner 70 n sei hatsan secfon
Var 81 20 90 to quarter section corner, thence
east quarter line Of section 81 40 Var S3o-
81 o. 90 east 20 t on ansrter line section Var
330-E: 50 90 angle thence S 80 E; 1927 angle,
thence % 81 " t1 nr e %
to sections 81 & IS on town line
In Section 35426. ., 10,
anea fbence s $50 81 "a 81 angle. thence rs
n r. 30 II angle. thence N Is As B. 90 Sc to sec
tion line hatween sections IS & SO. 1915 4 chains
/ al north
] az &, az on town line thence N rs As E.
| ~ - In Section 36-42-6
/ < 25 angle. thence S-85-30-E: 10 40 angle thence
| II 90 n d - ANGLE thence N-84-l5-E: 81 u ang-
/ 10
ie' Tn section ae-426
| r1 Q oe On n. * 10 10 the intervention Of
tba 49, ~ Vito and Ronlder Jnnction hiob
u1to a. - tba Gu CT Sact;on az Townshin 40 n
| RRa5 az e F.
-''' -.. o,,,,,,.,,,.
{ CERTIFICATE OF SURVEYOR.
/ I, Daniel Graham certify that have care
| fully surveyed the within described highway,
as provided by Section RIO of the Revised Stat
utes of Wisconsin for the year $685.
| Dated November %, 1914,
, DANIEL GRAHAM,
I Surveyor,
| ,ot;o,, +bo rooord of cnrvoy ,uoc
| Oh lhooioii oii0 i0oolet VI Hoi ~ o'
accepted and adopted, all members
| voti,,p naye''
|
| On motion the county board TOOK
| a recess until 1870 PM
No . 1o1d
! DeG; ., i91f.
| The county board was called TO ord