The Cairo bulletin., 1907-09-18

filing must be finished complete up
to within one hundred (loO) feet OF
the completed pipe laying; and II
any part Of q section Is left uncom-
plcted, 1t shall be carefully and fully |
protected by proper barriers and at
night time also by suitable red lights.
Section Z. 1t shall be the duty Of
the officer or person making the as
sessment hereinafter provided for, |
to investigate and report the district
which will be benefited by the sewer
provided for herein and to describe
the same by boundaries
House Connections.
Section s. There shall be house
connections in the said streets, one
"a connection for eaca and every lot
extending from the lot line to the
sewer, on both sides Of the street
They shall be of six 60 inches inside
diameter and shall have a fall or slant
at the rate Of one CD foot In forty
t40) feet from the lot line to the Y
connections of the sewer; and the
pipe therefor and the whole manner
Of laying the same and completing the
house connections shall conform, in
all respects, as near as practicable
to the manner OF laying the sewer
pipe OF the sewers themselves.
Manholes.
Section 9. All of the fourteen CID
present existing manholes now in said
street shall be built up to the
level of the contemplated brick pave
Iment with hard burned brick laid in
Portland cement mortar, composed Of
one (l) part Of cement and three CD
barts of clean sand; and the insides
thereof shall be plastered as is here
inaboye required for the said catch
basins: and the said manholes Shall
be fitted with cast iron rings and
covers OF not less than three hundred
5000 pounds combined weight each.
Excavation, Paving, Etc.
Sec. TO- The said Poplar street,
| from the said east line of Washington
avenue to the south line of Thirty
! fourth street, shall be excavated and
! graded for the width of thirty $500
, feet. that is to say for the width of
fifteen (15) feet on each side of the
center line of the street, and the
lexcavated and graded surface of
! the said street shall be made
/ firm and solid throughout, by rolling
| the same with a roller of eight (S)
/ to twelve (l2l tons weight and by
1.-THE use of any other necessary means
to make proper subgrade surface !;
and the face or top surface of the
tsubgrade shall be curved or shaped to
THAT of a arc whose chord is thirty
| 600 feet in length and whose mid
die ordinate at the center line
OF the said street, is six go inches
in length or height; and should it be
rome necessary or proper in prepar-
ing the said subgrade for the paving
materials, to remove any unsuitable
Hearth or other materials and replace
the, same with proper materials, II
shall be done. SO that in all places
there shall be a proper foundation for
the upper work to rest upon. The
earth excavated from the said avenue
shall be used so far as may be neces
aIsary, for filling back of and against
the curling. All excavated materials,
not used in the work shall be the
property of the contractor who shall
and expense No excavation or grad
ing shall be done until the paving
! materials shall have been delivered
along he line of the said street.
! Section II. There shall be brick
catch basin at each corner of all the
blocks on both sides of the said street
from said Washington avenue TO said
iThirty-fourth street, all of them to be
lof the same size and description in
all respects. They shall be set upon
n foundation of two (2) courses OF
hard burned brick, laid in Portland
cement mortar, composed of one %
part of cement and three go parts Of
clean sand. Their inside dimensions
shall be twenty-four t2i) inches by
;wenty-four (24) inches by forty-two
| (i2) inches In depth, measured from
+, the top of the gutter flag to the bot.
tom of the cateh-basin. Their walls
shall be nine 90 inches thick and
constructed of hard burned brick laid
in the same kind of mortar. and the
insides thereof shall be plastered one
half tia) an inch thick with cement
mortar composed of equal parts of
! Portland cement aud clean sand.
They shall be fitted with cast iron
traps. fifteen O5l inches long,
twelve G2l inches wide and six
90 inches deep made of cast
iron one-fourth "a of an inch
in thickness; and they shall have cast
iron covers thirty four (S4) inches
square and one-half (iIs) an inch thick
and weighing not less than one hun
bred aud fifty (l50) pounds. They
shall all be connected with existing
sewers or contemplated OF proposed
sewers. in interesting and abutting
streets. by means of vitrified tile
sewer pipe. the cost Of which shall
constitute a part of the cost of the
/ construction of the said existing and
contemplated sewers in the said inter
secting and abutting streets.
Section IL. A concrete curb and gut
Tier of the kind and patfern known az