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

40 minutes for a distance of 1855
feet; thence northwesterly tangen
| to the last described curve for dis
lance of 2,738.26 feet, said line inter
secting the section line between sec.
tions 10 and 80, township so north
range Is west, at Construction Sta.
ton 70+70.95, said point of inter.
section being 1884 feet east of the
corner of section 10 and 80, township
| so north, range Is west, and sections
| "a and %, township so north, range
| 16 west; thence continuing north
gent for a distance of 290.94 feet
said line intersecting the section line
| between sections 10, township sc
north, range Is west and section "a
township so north, range 16 west
at Construction Station 73461.S9;
said point of intersection being 1873
feet north of the corner to sections
IS and 80, township so north, range
Is west and sections "a and %, town
ship SO north, range 16 west; thence
continuing northwesterly on the last
described tangent for a distance of
2,95S.1S feet; thence northwesterly
along the arc of four-degree curve
to the left whose central angle is "a
degrees and 43 minutes for a dis
lance of 61792 feet; thence north
westerly tangent to the last described
curve for distance of 2,3S1.3 feet:
said line intersecting the section line
between sections % and "a, town
ship so north, range 16 west, and a
point 2,177.23 feet north of the cor
ner of sections %, "a, 25 and 26.
township so north, range 16 west !;
thence northwesterly on the last de-
scribed tangent for a distance of
450.17 feet: thence westerly along
the arc of two-degree curve to the
left whose central angle is degrees
and 20 minutes for a distance of
1855 feet; thence westerly tangent
to the last described curve for a dis
lance of 2,3S0.27 feet; thence west
erly along the arc of one-degree
curve to the left whose central an
gle is degrees and IL minutes for
a distance of 418.33 feet thence west
erly tangent to the last described
curve for az distance of 321.6 feet;
thence westerly along the arc of a
ohe-degree curve to the right whose
central angle is 3 degrees and 80
minutes for distance of $500 feet;
lhence westerly tangent to the last
described curve for a distance of
1904 feet; thence westerly along
the arc of one-degree curve to the
left, whose central angle is degrees
10 ~ minutes for distance of
SoO.0 feet; thence westerly tangent
TO the last described curve for a dis
lance of 1858 feet, said line inter-
Sectlng the section line between sec
lions ~ and 20, township so north,
range l6 west at Construction Sta
llon loo+04.S7, said point of inter-
section being 17.2 feet north of the
quarter corner between sections %
and s2S, township SO north, range is
west and there terminating, said
road being approximately 3.12 miles
in length.
Be it further resolved, that the
county auditor be and is hereby i'm
structed to forward a certified copy
OF this resolution to the commissioner
OF highways of Minnesota for his
consideration and approval.
Commissioner Newman moved the
adoption of the resolution and it was
declared adopted upon the following
Vote: ms
commissioners Hogan, Sny-
der, Anderson, Newman and Chair
man Aaby-5.
NayS-None.
Adopted March 9TH, 1881.