Ladysmith news-budget. [volume] (Ladysmith, Rusk County, Wis.) 1907-1927, 1922-09-29

prOvement bonds opened and read as
follows:
Drake-Ballard Co., Minneapolis,
Mimi, par and accrued interest plus
a premium of $1496.00.
Second Ward Securities Co., Mil
waukee, Wis, Par & accrued inter-
est plus a. premium of .$1622.00.
Wells-Dickey Co., Minneapolis,
Mimi. Par & accrued interest plus
a premium of $1980.0O,
Motion made by Councilman Geo.
Manley and seconded by Councilman
R. J. Coon that the bid of the Wells
Dickey Co., be accepted is being the
highest bid. f
Roll call All voting, aye. Noes
none
The Council-City of Ladysmith
Adjourned regular, meeting Au-
gust 5, 1922.
Ordinance No. 1O1
An Ordinance Covering. The Con-
struction Of Concrete Sidewalk And
Vaults and Easements Excavations
Under Sidewalks In The City Of
Ladysmith.
The Council of the City of Lady
smith do ordain as follows:
Section L. All sidewalks construct
ed after Augusta, 1922, shall be ac-
cording to the specifications pre-
pared by the City Engineer and
which are on file in the office of the
City Clerk, excepting that only what
is known as a one course walk shall
be required.
Section g. All sidewalks con-
structed after August 5, 1922 over
vaults or across where basement ex-
cavations extend to the. curb shall
be constructed according to the speci-
fications prepared by the City Engin-
eer and on file in the office Of the
City Clerk.
+ Section 8. The specifications for
sidewalk construction now on file
in the office of the City Clerk and
herein referred to are hereby adopt
ed and made part of this ordinance
as fully as if herein incorporated and
set forth in full.
Section 4. Any person violating
any of the provisions of Section One
or of Section Two of this ordinance
shall upon conviction thereof be ad-
Judged to pay a fine of not less than
Five Dollars nor more than One Hun
dred Dollars and the costs of pro-
secution, and to be imprisoned in
the County Jail of Rusk County un-
til such fine and costs be paid not
exceeding, however, the term of thir-
ty days. The builder of any side
walk in violation of the provisions
of this ordinance shall be liable I'M
der this section as well as the owner
of the premises on which such side
walk may be constructed.
Section 5. All ordinances or
parts of ordinances in conflict with
the provisions of the foregoing ordi-
nance are hereby repealed.
Section 6. This ordinance shall
be in force and effect from and af-
ter it's passage and publication.
Motion made by Councilman r. J.
Coon and seconded by Councilman
Geo. Manley that the rules be sus-
ipended and the above ordinance read
and voted on at this meeting.
Roll call, all voting aye. Noes
none.
Approved,
GEORGE LUELL, Mayor
C. C. KILE, City Clerk.
Specifications For Sidewalk Con-
struction Over Areas Where The
Basement Excavation Extends To
| The Curb.
LADYSMITH SPECIFICATIONS
Gully. 1929
Sidewalks.
The sidewalk proper shall be gov
erned by the sidewalk one course
specifications of 1921, excepting that
| IL inch round rods reinforcement
spaced inches on center shall be
used as shown on plans.
WALLS.
The sidewalk shall be supported
at the street line by the present
building walls, the. T-beams having
at least 6 inch bearing surface and
by a special supporting wall at the
curb line, said wall to be not less
than s inhces thick provided for the
same bearing surface for the +
beams. The said detailed specifica-
tions for sidewalk construction shall
govern for the walls excepting no re-
enforcement shall be used around the
corners with - inch round rods
| spaced IL inches on corners. Care
must be taken to see that the pres
Ient building wall at the street line
lis of sufficient character to- support
| the T-beams.
TEXANS.
To be spaced IS feet on centers. To
/ be 1S inches in depth from the sur
face of the sidewalk to the bottom
of the beam, the flanges to be the
same depth of the sidewalk or in
ches, reinforcement to be two inches
round rods with at least 1 ga in
ches of concrete on the bottom with
the rods to be brought UP to within
2 inches of the top of the beam at
the supports.
FORMS.
Same specifications as for side
walks. The forms for the slab and
beams must be all formed together
and supported from the bottom TO
the satisfaction of the inspector and
the concrete for the entire beam and
slab construction must be run in one
operation.
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