Free trader-journal and Ottawa fair dealer. (Ottawa, Ill.) 1920-1927, 1922-06-23
FRIDAY, JUNE 20, 1929.

me Nluln OF the paNemcntl inc hClt
shall be- applied with combined
rrosswisc and longitudlnAI motion
For the FIRST application vigorous
strokes At least twelve irlchcs Ions
shall be- used and the longitudinal
movement Of the belt along the pave
mcut hall be very slight
The second application OF the hclt
nan be- Immediately after the water
clare or sheen disappears, and the
trOkp of tho belt shall he not less
than four UN inches, and the lonGi
tudinol movement shall be- Contin
non, forward movement
\ suitable bridge to span the width
" the pavement shall be used 10 In
tsh the Joints no part of which shall
come IN contact with the ll,nishcd
work
The finished surface of the pave
mrut shall not vary more than one
quarter go inch from the specified
ontour
\ uotchcd straight.odgc ten OOl
| feet In length shall be used over caJli
! transverse Joint The straight-CdgC
shalt be placed over the joint parable,
/ to the center line Of the aNcmcnt and
moved across from curb to cut
When the finished surface through
! The join, shows to be high or low Cou
crete shall be added or removed 20
| bring the surface to It's true shape.
The concrete adjoining TRANSFERS
Joints shall be- dense In character and
after rolling shall be finished with Il
wood hOat. which Is divided through
tho center uud which viii permit m
ishng on both sides of the filler AZ
| the same time,
The surface OF the pavement for tl2
| distance of eight go inches on each
! side ur the Joint Hlor shall hc finished
with metal trowcl, when the con
crete win have become sufficiently
hard 10 work. and the edges OF the
joint shall then be UarterT0unded
with an cdging tool having radius
not grrator than ouc-Quarter 90 inch
The concrete for the distance %
eighteen U0 inches ont from the
curb line shall be flushed with Il
truwcl
Par l&. That the elevation Of the
top edge OF the integral curb along ia"
respective streets and alleys shall co.
mcidc With the established grades Of
said streets as provided for by ordl-
nance 80 one hundred nincty.richt
ll9SD. passed by the City Council Of
the city OF Ottawa, and approved b.
the Mayor of said city on the eth dav
Of May A. d. 1895. The grade of the
finished top of the pavement shall ~
all points coincide with the arc Of
circle which shall meet the integral
curb at an elevation of six 90 inches
below curb grade on each side Of the
roadway OF such radius that the crown
Of said pavement shall he one one
huudrcdcts G-l00) Of the width OF
such pavement
Par H. That all materials cxca.
waited in the preparation Of The sup-
Grade shall remain the property OF
the CITY OF Ottawa, and shall be re
moved by the contractor and depOs-
tied in places where filling is nccGs-
sary. under the direction of the Coun-
ell The maximum length of hauin,
one way shall not exceed two thousand
C2,0oO) feet
ESTIMATE.
TO the Council Of the City Of Ottawa.
Illinois
Gentlemen
| herewith submit the following dc.
tailed estimate Of the cost of the pre-.
posed improvement on Chapel street
and Orleans street together with tn
street intersection. in the City Of OF
taNa. Illinois. which Is more fully
described in the foregoing resolution
Of this council and OF which resoh
ton this estimate is made a part Of
in compliance with the requirement
Of said resolution. by the grading.
draining curbing and paving the
same
Said estimate is in the words and
figures following, to-wit;
EXcayattng, rolling and pre-
! pairing subgrade and level
ing of parkways, 742 eli,
yds. Of material at 70 cents
per Gu. I'd. ..............S 5G4i0O
| Constructing l,j10 lin It, OF
Portland cement concrete
curb. built integral with the
! pavement, six inches in
height above the gutter line.
and with its outer edge
along the edge of said pave
ment and with return curb
! at intersection OF streets
and alleys, all complete in
! place, ut 81 cents per lin #. $3.50
| Constructing 1890 So yds.
measured from back of curb
to back of curb OF one
| course reinforced Portland
cement concrete pavement. -
complete in place, including
| necessary steel reinforce
mcnt protection plates,
| joints and bituminOus filler
| required. protection and
curing Of the finished pave
| mCnt ana the removal Of
the protective material and
the other materials that
may be left after cOnstruc-
ton, at $3.50 per 50. I'd. i910.0o
Estimated cost .......... SbOSS ~
| Lawful expenses and costs at
tending the same, not ex'
CeCding per CCntum ...... 6Go,j0
Total estimated cost 49,. S6,AJ3,Sp
The foregoing estimate includes tn
cost of all labor and materials OF
every kind required in the construc-
ton and completion Of the improve