Free trader-journal and Ottawa fair dealer. (Ottawa, Ill.) 1920-1927, 1920-03-25

of the above named streets shall be
paved with an asphalttc concrete
pavement from the street line to the
proposed improvement. the width OF
several alleys at these points OF In.
tersection with said streets excepting
eighteen llSl inches ON each side for
combined curb and gutter, as herein.
before described.
Par. %. That along and upon
either side of the pavements hereto
fore described. excepting along tho
east side of the west pavement OF the
Columbus street pavement. and along
the west side of the east pavement
Of the Columbus street pavement, and
also excepting those portions OF Nor
ris and Joliet street intersections be-
tween the east and west pavements OF
Columbus street. there shall be con.
structed combined curb and gutter.
said gutter being eighteen nS) inches
in width. six GO inches In depth. and
said curb being six 60 inches In
thickness, and varying in depth from
ten tl0b inches at SUBMITS to fifteen
| lll) inches at street inletS. Said curb
and gutter shall be constructed In
! suitable forms in sections OF about six
! CD feet in length. Along the east
side OF the west pavement Of COlum-
bus street, and along the west side OF
the east pavement of Columbus street.
and along the north and south sides
of the Norris and Joliet street inter.
sections with Columbus street, there
/ shall be constructed concrete curb
six 60 inches in thickness and twelve
! I tn. In, hall l.
structcd in forms of about six (6)
feet in length
Par, 80. That at all corners OF the
| intersections of the streets and alleys
included in this Improvement the COM
bined curb and gutter and curbins
shall be curved back to the corner OF
the sewer inlets with a radius equal
to the distance Of said inlets from
the line Of the curbing, as hereinbe-
fore described all radi being meas.
ured from the line dividing the gutter
flag from the curb. provided that from
all corners where there are no sewer
inlets located said radius shall be
eight 90 feet.
Par. "a That at each side OF all
private driveway intersections. the
curbing shall be curved back towards
the sidewalk with radius of not les,
than three CD feet. for q distance OF
four and seven-tenths 40 feet from
the point of curvature. but the gutter
) flags shall be extended continuously
across the entrance of all such pri
vate driveways.
! Par %. That all spaces included
between the lines Of the pavements.
as hereinbctOre described, and the
curved lines of the cutters at the cor.
ners of the street and alley intersec
, tiOns. shall be paved with an asphaltic
concrete pavement.
: Par. 26 That wherever streets are
above the established grade they shall
: be eXcavated to within two co inches
of subsrade and brought to the true
grade with a roller, the weight of
which shall not be less than six 6,
tons. If the earth is too hard to re-
: ceivc compression through the weight
| of the roller, loosen with pick anu
haul away any remainder. Any de-
. pressions below subgrade caused by
the roller shall be filled with selected
= materials and then rolled to the true
= grade, All subgrade when finished tn
C De seven O. inches below the surface
VI Wv 'ii1HHtu puVNhNhh' A/ui lAI ih
e embankment or below subgrade, shall
+ be applied in layers not exceeding on.
, % foot In thickness and every layer
t thoroughly rolled. and in both exca-
= vations and cmbankment the sub
grade must be of a uniform density
Par. 81 That all of the aforesaid
pavement herein mentioned shall rest
upon foundation of cement concrete
! b., . |, ;.lyp - A
inches after being we'll tamped ana
, compacted.
Par. 2S. That the cement concrete
! used in the above described founda.
ton shall be composed Of one % part
. of best quality American Portland &C.
t ment. two and one-half t21s) parts
- sharp torpedo sand and five 60 parts
f watcrdrcnched limestone or six 60
10 parts Of gravel, no stone larger than
I one and one-half 012) inches in its
greatest dimensions. thoroughly
. mixed and with enough water to make
. q wet concretec. If gravel be sut
. atilutcd for limestone the mixture
). shall be one % part American Port
land cement. as above specified, to
, six 90 parts gravel. no stone larger
= than one and onc,half U1a) inches
n in 10 greatest dimensions, and free
J from earth. clay and loan, and that
- the body of the cement concrete used
in the combined curb and gutter land
, curbing), shall be composed of one
! % part best American Portland ce-
+ mcnt. as above specified, two CD
/ PARTS clean tOrcpdO sand and four (D
: parts watcr1drcnched limestone or
five 60 parts gravel, as hereinafter
~ described. no stone being larger than
one % inch in diameter in it's great
~ est dimensions. The cement and tor
, pcdo sand shall be mixed thoroughly
), and moistened with water to form q
= stiff mortar, into which shall be incor-
porated the four ti) parts of crushed
stone, as specified above, and rammeu
, into forms until solid. If gravel be
substituted for broken stone the mix
+ tire shall be one % part American
! Portland cement to live % parts
=, clean bank gravel, free from loan,
- clay and Garth, and no stone larger
y, than one ID inch in its greatest di.
menSiOns Said curb and gutter tand
:, Curbingl to be finished over the top
and face with one ~ inch wearing
, cost of cement mortar, composed OF
r one llD part cement. as above speci.
q fed and one and Ouehalf II ~ parts
OF clean sharp torpedo sand,
=, Par % That on the above foundG-
ton, as heretofore specified texcep'-