Decorah public opinion. (Decorah, Winneshiek County [Iowa]) 1895-1928, 1915-02-10
RESOLUTION OF NECESSITY.

De IL hE0OLNED, by the bOdTu
of Supervisors of Winneshiek Coun-
ty, Iowa, that it is deemed advisable
and necessary TO construct the fol-
lowing described Bridges:
1.-MESTAD BRIDGE, located on
the East line S E "A, Section 25,
Highland Twp, so foot steel truss,
reinforced concrete abutments, 16
foot roadway, over Bear Creek, Es-
timated cost $4,000.
HAAS BRIDGE No. /, located
in the 5. E. "A N. E.A, Section s.,
DEBORAH Twp, 81 foot steel truss,
Is foot roadway, reinforced concrete
age 1000 acres, estimated cost
$4,000.
3.-HAAS BRIDGE, No. 2, located
in the N. w. "A N. E. "a, Section s.,
DEBORAH Twp, SIS foot steel truss,
Is foot roadway, reinforced concrete
abutments, estimated area of drain
age 1900 acres, estimated cost
$4,000
4.-BOHEMIAN CREEK BRIDGE,
located on the East line S. E. "a i,
Section IS, Sumner Twp, SO foot
Isteel truss, 6 foot roadway, rein
forced concrete abutments, over Bo-
hemian Creek, estimated cost 49,
400.
5.-DONLAND BRIDGE, located
on the North line N. E. u, Section
10, Hesper Twp, 80 foot ! Beam
span, 16 foot roadway, reinforced
concrete abutments, estimated area
of drainage 800 acres, estimated
cost 81 500.
6.-EVANS BRIDGE, located on
the East line ~ E. "a. S. w. a j,
Section 80, Glenwood Twp, "a foot
Beam Span, 6 foot roadway, rein
foced concrete abutments, estimated
area of drainage 1900 acres, esti-
mated cost SLIGO.
7.-FRISTAD FRIDGE, located on
the South line S. e. a, S. w. a
Section -, Calmar TWP, 30 foot |
beam span, 6 foot roadway, rein
forced concrete abutments, estimat-
ed area of drainage 1900 acres, es
timated cost 81 $50.
S.-PERRY BRIDGE, located on
the. East line S. f. a s. w. "a, Sec
ton Is, Bloomfield Twp, "a foot
/ beam span, 16 foot roadway, rein
forced concrete abutments, estimat-
ed area of drainage 1000 acres, es-
timated cost 81 $50.
9.-RYAN BRIDGE, located on
the West line N. w. a ~ w. "a.
Section 80, Burr Oak Twp, p foot
| beam span, 6 foot roadway, rein
forced concrete abutments, estimat-
ed area of drainage 500 acres, estl-
mated cost 81 100.
10.-STENO BRIDGE, located on
the East line N. f. "a S. e. "a, Sec
ton 20, Hesper Twp, "a foot | beam
span, Is foot roadway, reinforced
concrete abutments, estimated area
of drainage 500 acres, estimated cost
$3.50.
l1.-MYRA BRIDGE, located in
the N. w. a N. w. "A, Section "a,
Canoe Twp, "a foot span, l6 foot
roadway, to be a steel platform.
wood floor on wood piling. estimated
area of drainage 500 acres, estimat-
ed cost $500.
12.-FULSAAS BRIDGE, located
on the South line S. W. "a n. w. "a,
Section 8, Madison TWP, 40 foot
Ispan, 10 foot roadway, repairs On
stone abutments and new steel top.
Estimated cost 5000.
BE 1T FURTHER RESOLVED,
That the Board of Supervisors Will
meet at 1870 o'clock y. Nj. on the ~
day of February, 1915, at the office
of the Board Of Supervisors in the
Winneshiek County Court House al
DEBORAH, Iowa, when it will hear
protests, If any, against the con
struction of said Bridges.
|, Oscar Winger, County Auditor
hereby certify that the foregoing
Resolution of Necessity was adopted
by the Board of Supervisors of Win
neshiek County on the 4th day Of
February A. ID. 1915. o.
OSCAR WINGER,
County Auditor.