The Rock Island Argus and daily union. (Rock Island, Ill.) 1920-1923, 1920-04-17
sATURDAY-THE ROCK BLAND ARGus-ApRn II. 1870

= -. -'---s-.7
sessments and all other iavfuI e.
penses, 1881. So
Total Of this estimate, 1928. sss 90
BURL Z. WARNES.
City engineer Of the city Of East
Moline and engineer Of the board
OF local improments Of said CITY.
An ordinance providing for the I'M
provement il certain streets, ave-
nues, alleys, lots and lands in the
city It East Moline, county OF
Rock Island, state Of Illinois by.
building and constructing storm
sewers with the manholes, wing
walls, header walls and connec-
tons for all Of said storm sewers
and TO provide for the levy and
collection Of a special assess
ment for the payment OF the cost
and the lawful expenses thereof.
Be 1t ordained by the city council
OF the city Of East Moline, coun-
ty OF Rock Island and state of
Illinois:
Section l.:
That a local improvement shall
De made in the city of East Moline
in the county Of Rock Island and
state of Illinois, the nature. char
acter, locality and description of
which shall be as follows, to-wit:
On open ditch ten n0) feet wide
at the bottom, with sides sloping
one % foot horizontally to one "a
foot vertically beginning at a point
twenty 900 feet west of the east
line of First 1su street extended
and two hundred forty-nine (249)
feet north Of the north line OF
Eleventh Q1th) avenue, in the city
OF East Moline; thence southerly
cighty-seven $50 feet to a point ten
(10) feet west of the east line of
First 1st) street extended and one
hundred sixty-two (162( feet north
of the north line of Eleventh 11th)
avenue.
Two t2) wingwalls shall be
built beginning at the said last
above mentioned point, thence
southerly for distance of sixteen
Q6) feet. said wingwalls shall be
ten (10) feet apart at the flow line
at the point of commencement and
seven % feet apart at the uppsr
end. Wingwalls are eighteen Us,
inches thick at the base and twelve
t12) inches thick at the top with i
uniform height of eight ts) feet
above flow line and extending down
one "a foot below flow line. The
winkwails to be extended and con-
nected at upper ends by a header
wal! the entire height of said wing
walls. twelve t12) inches thick ell
closing storm sewer commencing at
said point, said point being ten 1Gl
feet west Of the east line of First
)1st street.
4 segment block storm sewer
with an eighty-four tS4D inch open
ing beginning at said last mentio',-
cd point at upper end of above
mentioned winkwalls; thence
souther!y parallel to the east line
OF First tlstl street one hundred
eleven l11) feet; thence souther-
ly and eastefiy i'll an arc of ci.'-
Gle with radius OF forty l40) feet
G2.S feet TO point thirty 500 feet
east of the east line OF First (lsti
street and 1--WE ~ feet south of the
north line OF Eleventh I1th) ave
nue.: thence easterly parallel TO the
north line of Eleventh IithI ave-
hue to d point 1862 feet east OF
the east line of First tlsu street,
said sewer 10 be connected with a
concrete storm sewer to be COLI
s,ructed al said point.
A concrete storm sewer with ali
cighty-four t34) inch opening be-
ginning at said last above men
TENED point; thence casterly pa
alIel to the north line OF Eleventh
/ llth) avenue ten tl0l feet and
decreasing in size to a sixty i5o.
I inch opening i'll said ten l0) feel
, A segment block storm sewer
with a sixty 500 inch opening be-
ginning at said last mentioned
point; thense easterly parallel to
! the north line Of Eleventh tl1tht
avenue tC the east line OF Seventh
/ 9th street; thence easterly par
allel to the north line OF Eleventil
| 11thD avenue to point seven
hundred fifty-two l152) feet Of the
west line of Seventh (1thl street &c
be connected with concrete sewer
| h. ut
A concrete storm sewer with d
sixty 900 inch opening beginning
at said last mentioned point; Themes
easterly parallel 10 the north line
of Eleventh Q1thy avenue ten ne,
feet and decreasing in size to a
| forty-eight t4S) inch opening il
said ten Q0) feet.
A segment block storm sewe.
with a forty-eight t4S) inch open
ing beginning at point in the
present storm drain on Ninth t9th)
street one hundred 900 feet north
of the north line of Fifteenth Q5th)
avenue; and twenty (20) feet east
of the west line of Ninth (9th)
street; thence northerly parallel te
the west lineof Ninth 9th street
one thousand one hundred fifty
seven 115O feet; thence follow
ing curve to tn left with radiu:
of forty (40) feet, thirty-three (S3]
feet to the last heerinbefore de
scribed concrete storm sewer to b.
constructed at said point.
A segment block storm sewer
with a sixty-six 1861 inch opening
beginning in the hereinbefore de
scribed storm sewer to be con
structed along Eleventh Q1th) ave
nue. at a point five 80 feet soutt
of the north line of Eleventh (11thl
avenue and fourteen Q4( feet ives
of the extension of the west line
of Second (2nd) street; thence
along surve to the right, having
radius of forty (40) feet to {
point (5) feet south of the south
line of Eleventh l1th) avenue ant