Free trader-journal and Ottawa fair dealer. (Ottawa, Ill.) 1920-1927, 1922-04-26

row lock Of brick on the concrete foun
dation hereinafter mentioned Tor the
pavement.
Par. 20. That along and upon
either side Of the paycments herein
described, excepting across the road
ways Of intersecting streets and al
leys, and also excepting portions of
certain streets and street ntersec.
tons hereinafter In this paragraph de-
scribed there shah be constructed u
cement concrete combined curb and
gutter said gutter being eighteen G8l
inches In width and six Co inches in
thickness, and said curb being SIX co
inches IN thickness, and varying inI
depth from ten (lO) inches at sum,
mits to fifteen (l5) inches at street
inlCts. Said curb and gutter shah be-
constructed in suitable forms in see.
lions of about six 60 feet in length.
Provided, however, that along the east
side OF the west pavement Of the Co
lumbuS street pavement along he
west side Of the east pavement of the
Columbus street pavement along the
north side Of the south pavement of
the Norris street pavement and along
the south side of the north pavement
Of the Norris street pavement. along
the north side and the south side of
those portions of the intersections Of
Norris street and Joliet street with
Columbus street, which are located be.
tween the east and the west pave
ments herein provided for Columbus
street, and along the east side and
the west side Of those portions of the
intersections of Post, Paul, Kendall
and GuiOn streets, with Norris street
which are located between the north
and the south pavements herein pro-
vided for Norris street, and along the
west line Of Porter street projected
north from the north line Of the south
pavement Of the Norris street pave
ments herein provided for to the south
line Of the north pavement of the Nor
ris street pavements herein provided
for, there shall be constructed a ce-
ment concrete curb six co inches in
thickness and fourteen 14 inches in
height at back which curb shall be
constructed in suitable forms in sec
tons OF about six co feet in length.
Par. p. That at all corners of the
intersections of the streets included in
this improvement such cement con.
crete combined curb and gutter shall
he curved back towards the sidewalk
or to the corners of the sewer inlets
with radius equal to the distance of
said inlets from the line of curbmg,
as hereinbCfOre described, all radius
being measured from the line divid.
ing the gutter flag from the curb pro.
vided that all corners where there are
no sewer inlets located said radius
shall be eight go feet; also provided
that at the corners of the intersections
of Norris street with Columbus street,
and of the intersection OF Joliet street
with Columbus street, and that at the
corners of the intersections of the
the curbing along the park side of the
Columbus street pavements, and at
the corners of the intersections of
curbing along the park side of the
Norris street pavements and at the
corners of the intersections of Paul,
Post, GuiOn, Porter and Kendall
streets, respectively, with Norris street
the radius Of the curve of the curb
ing snail be eighteen (1S) feet.
Par % That at each side of all
private driveway intersections, the
curbing shall be curved back towards
the sidewalk with radius Of three
CD feet, for a distance of four and
seven tenths (47) feet from the point
Of curvature, but the gutter flags shall
be extended continuously across the
entrance of all such private driveways
Par. %. That all spaces included
between the lines of the pavements
as hereinbefore described, and the
curved lines Of the cutters at the cor.
ners of the street and alley intersec-
tions, and in front of sewer inIets
shall be paved with a yitriiied brick
pavement of the same nature and
character as herein provided for other
portions Of said streets.
Par "a. That wherever streets are
above the established grade they shall n
be eXcavated to within two CIV inches |
of subgrade and brought to true
grade with roller, the weight of |
which shah not be less than six co |
tons. If the earth is too hard to re.
ceive compression through the weight |
OF the roller, loosen with a pick and |
maui away any remainder. All depres- |
sions below subgrade shall be filled |
with selected materials and then r0l- |
led to the true grade All subgrade |
when flushed to be eight 50 inches |
below the surface of the finished pave
ment. Earth in embankment, or be
low subgrade shall be applied in LAYERS .
not exceeding one ~ foot in thick. /
ness and every layer thoroughly rol. |
led, and in both excavations and en- |
barkment to subgrade must be of a |
uniform density.
Par. %. That all sewer manholes |
and inlets shall be adjusted to con
form to the established grades and
with the curb lines of the streets.
Par. &c That after excavation for
subgrade is completed. the owners of /
all car tracks located in any of the /
streets or parts Of streets herein de
scribed, which are to be improved |
shall adjust such tracks to the lines
and grades of said street in such a
manner that the ton of their rails shall !!
he at least six co inches above the
top Of the ties.