The Ely miner. [volume] (Ely, Minn.) 1895-1986, 1931-04-24

crossing the east line of section L,
| township SO north, range IL west at
an angle, of 4s degrees p minutes at
Construction Station 414+427, said
station being 1913 feet north of the
east quarter corner of said section
1 and crossing the north and south
center line of said section l at Con-
struction Station 376t55.4 at an an,
station being 622 feet north of the
south quarter corner of said section
1, township SO north, range IL west;
thence continuing southwesterly along
ute curve to the right for a. distance
of 4074 feet; thence southwesterly
tangent to the last described curve
through the southeast quarter of the
southwest quarter and the southwest
quarter of the southwest quarter of
the northwest quarter of section IL,
and the northeast quarter of the
northeast quarter of section IL, all
in township SO north, range IL west,
line crossing the north line of section
IL, township So north, range II west
at Construction Station 352+15.6 at
an angle of 10 degrees IL minutes,
said station being 1871 feet east of
the northwest corner of said section
II and crossing the west line of sec.
ton IL at Construction Station
3kS4t06.1 at an angle of n degrees
% minutes, said station being 72.S
fee, south of the northwest &C corner na.. Of
range II west; thence continuing
southwesterly through the northeast
quarter of the northeast quarter of
section IL, township SO north, range
IL west along the arc of a four-de
gree curve to the left for a distance
of 481.25 feet to a point on the center
line of the present travelled State
Aid road No.. and there terminal
ing. said point being Construction
Station 1856 -t75.1.
Revision 2 (Manty).
Beginning at point on the center
Aid road No. in the northeast quar-
ter of the northwest quarter of sec
ton 6, township So north, range 16
west, said point being located by
starting at the northwest corner of
said section 6 and running thence
easterly along the north line of said
section 6 for a distance of 1882
feet; thence southwesterly at an an
gle of 81 degrees and 81 minutes for
a distance of 1873 feet .to, the point
struction Station 442 +64.9; thence
northeasterly through the northeast
quarter of the northwest quarter of
section 6, township SO north, range
of the southwest quarter of section
81. township 60 north, range IL west,
along the arc of a five degree curve
to the left, whose initial subtangent
lntersectS the north line of section 6
at a point 1882 feet east of tho
northwest corner of said section s
and at an angle of 81 degrees and 81
minutes, for distance of 813 feet;
thence northeaSterly tangent to the
last described curve through, the
southeast quarter of the southwest
quarter and the northeast quarter of
the southwest quarter of said section
81 for distance of 722.l feet to a
point on the center line of the pres
ent travelled State Aid road NO.
at Construction Station 458 and there
terminating.
Revision 3 (Finn).
Beginning at the intersection of the
center line of the present travelled
State Aid road No. Z and the north
line of section 49, township 60 north,
range 16 west, said point being 1862
feet west of the northeast corner of
said section 10, said point being Con-
struction Station 606+15.9 and run
ming thence southwesterly at an an
gle of IA degrees rs minutes with
the north line of said section ID
through the northeast quarter of the
quarter of the northeast quarter, the
southwest quarter of the northeast
quarter, the northwest quarter OF the
southwest quarter, and the southwest
quarter OF the SOutnedSt quarter, all
in section 10, township 60 north.
range 16 west, for distance of
$3.50 feet, crossing the east and
west quarter line of said section 10
at Construction Station 5784r68.7 at
an angle of "A degrees rs minutes;
of the east quarter corner of section
10, township so north, range 16 west:
thence continuing. southwesterly and
southerly through the southwest
rs,ro ~fn Of
section 10, township 60 north, range
Is west and the northwest quarter of
the northeast quarter of section 30.
township 60 north, range 16 west
along the arc of a four-degree curve
to the left for a distance of 406.255
feet to a point on the center line of
the present travelled State Aid road
No. at Construction Station
54S+51.7 and there terminating, said
point being on the north and south
so north, range 16 west, 1858 feet
south of the north quarter corner of
said section 30; which said hearing
was continued from the meeting OF
the county board held on March 9Th,
1881, the chairman announced that
the board was prepared to hear per-
sons in favor of and opposed to the
granting of said petition, whereupon
Joseph Lovallo appeared, and sub
mitted the CLAIMS i'm % OF Alex Miemi in
S950.O0, Matt Wautila for $4,000,
Gabriel Sippola for S1,512.50, Salmon
Manly for $4,000 and Olaf Jacobson
for $1,225.00 for alleged damages to
their property, which would be caused
by the revision or alteration of State
Aid road No. Z. The clerk of the
board then read n communication
from Toivo Lahdenpara. submitting
claim in the amount of 100000, for
damages on account of the revision
of State Aid road No. 7.-1225O.
The committee then recommended
that the hearing on the said petition
be continued to the meeting of the
county board to be held On March
oath, 1881, at 1:30 o'clock, in the af-
ternoon.
Commissioner Hogan moved that
the recommendation of the committee
be accepted. and the said hearing con-
tinued to March oath, 1881, at 1870
o'clock, in the afternoon, which mo-
ton was declared adopted upon a
unanimous vote of the members pres
on