The Cairo bulletin., 1907-05-23

noles IN DIVISION street, Center
street and Twentyirst street, In the
city of Cairo, Illinois, ana for the
Ieyying and collection Of special tax
to pay for the same.
Be 1t ordained by the city council
Of the city Of Cairo, Illinois
Section /, That the following de-
scribed local improvement shall be
made In and upon Division street,
Center street and Twenty-first street,
lin the city Of Cairo, Illinois. by the
construction therein OF vitlihed tile
pipe sewers,house connections and In
|lets and brick manholcs, In the fol
lowing manner and between the
places and points designated, that is
70 say.
Sewers--On Division Street.
The sewer shall commence at the
east line OF Washington avenue and
extend along d line twenty-five (25)
feet north Of the south line Of said
street 70 d proposed manhole In Pop
lar street. twenty (20) feet east OF
Inc west line Of said Poplar street,
II shall have an inside diameter Of
twelve t12) inches; and its depth ut
tho point Of beginning shall be Eve
NJ feet below gfaae, and II shall fall
n; the rate OF 80 hundreths of d
foot IN one hundred feet, to its to-
minus, where it's depth below grade
shall be IT'S feet.
on rentar STRAIT
The sewer shall extend from d
point thirty $500 feet west Of the
east line Of Holbrook avenue, along
i line ten (l0) feet north of the cen.
Ter line Of said street from Holbrnok
avenue to Cedar street and thence
along a line three Ga feet south of
The center line Of said Center street
rom said Cedar street To proposed
fifteen G5) feet east of
NE west line Of the said Syca-
more street. Its inside diameter
shall be twelve tf2l inches
rom Holbrook avenue 10 Cedar
'tr ct and from thence to It'll termi-
rus II shall be fifteen I'D inches
KS depth below grade at he poin
II beginning, shall Be G.fS feet and II
han fall at the rate of 81. hundreths
II foot. In one hundred feet, ID its
erminus in Sycamore street, where
q depths below grade shall be 11.C4
eet.
On Twenty-First Street.
The sewer shall xtend from man
Iole to be- constructed In The Com.
nercial avenue main sewer to he
GREATER constructed TO point
hirtg (30) feet west Of the east line
{ Holbrook avenue, and along line
TX (6) feet south OF The center line
the said street Its inside diam
ter at the place Of beginning. in Hol
rock avenue, shall be fifteen (t5l
aches 10 point forty-five (45) feet
rest of the east line Of Sycamore
treet, and from thence to its termi-
tbs IN Commercial avenue Its inside
iaiieter shall be twenty (2Ol inches.
Is depth at the place Of beginning
hail be 6S2 feet below the establish
d grade at that point, and II shall
All at the rate Of 90 hundredths Of
rot. In one hundred feet, to its tcrmi-
MS In Commercial avenue where ITS
spth below the grade at that point
IAN be 1878.
Section 2 The sewer trenches
TALL be carefully and evenly exca
ated and with such slants or inelina
ons in The sides thereof as win leave
} risk Of caving or falling in and
here such risk cannot otherwise be
foided, proper snoring must he re-
'rted to, 10, enable the workmen to
} the work to the best advantage
18th as TO the matter of securing a
'oper foundation and for laying the
pc, the bottoms of the trenches shall
, made at least one "a foot wider
ian the external diameter of he
wer pipe and wider If found neces.
ry or best and they shall be curved;
shaped to the form and size of the
wer half of the" sewer pipe to be laid
ereon. so that the hubs or bells as
ell as the body of the pipe may be
refully embedded and have an even
hIlHE on the DDltOH ol tHf ltfiHCBtn.
Whenever the ground at the bot
m Of the sewer trench. shall not be
und to be sufficiently firm or solid
r the laying Of the sewer pipe, tho
me shall be- put in proper and suit
lie condition by the contractor by
q use OF such materials as will
axe a safe aud permanent founda-
NJ for The work.
Section ,. The sewer pine house
mn ct.on pipe and inlet pipe shall be
the best grade and quality of vitri-
d tile sewer pipe, salt glazed, and
&c from cracks. flaws. blisters.
mps or other defects or blemishes
d shall be Of The hub and spigot pat
N. Both he body and the bell shall
81 double strenth and have a
of not less than one-twelftb
12) Of the internal diameter Of The
pc and the joint connections Of the
pc shall be fitted tight and Close
d laid in the best quality of Portland
ment mortar. composed Of one CD
II of cement and one "a part of
an sand with only CROUCH water TO