The Rock Island Argus and daily union. (Rock Island, Ill.) 1920-1923, 1920-04-17

Island county, Illinois; thence
southerly to . point ten (10) feet
west Of the easi line of Second
(1nd) street In the north line of
Fifteenth (15th) avenue; thence
s0utherly to q point ten (101 feet
west of the east line Of Second
(1ndl street and fifteen (15l feet
south Of the south line Of Seven
teenth (17thl avenue; thence along
| q curve to the left with a radius
of forty (40) feet 62.s; thence
easterly to a point four "a feet
south Of the extension Of the north
line of the alley in block 1856 in the
city of East Moline, As said block
1856 and block 1856 are replated as
is shown on the replat Of said
blocks 1855 and 1856 recorded in
book IA of plats, page IS in the
recorders ONCE, Rock Island coun-
| ty, Illinois. and five 81 feet east
Of the extension of the east line
Of Third (3rd) street as said Third
(3rd) street is shown on said re-
plat southerly; thence easterly to
. point ten (10) feet south of the
north line Of Eighteenth (18th) av-
enue extended easterly and six
teen and one-half (161z) feet east
Of the west line of fourth 9th
street extended southerly.
9. A concrete storm sewer with
a sixty-six (66) inch opening be-
ginning at said last mentioned
point; thence easterly ten (10D
feet along a line that IL extended
nine hundred eighty (9SO) feet
would pass through point ten
(l0) feet south of the north line of
Eighteenth (1Sth) avenue. said ten
(10) feet being measured along
line at right angles to the north
line of Eighteenth (1Sth) avenue,
said concrete sewer decreasing in
size from sixty-six (66) inch open
ing to a sixty (60) inch opening in
a distance of ten 10) feet.
10. A segment block storm sew
er with a sixty (60) inch opening
beginning at said last described
point, thence easterly $50 feet to a
point ten 10D feet south of the
north line Of Eighteenth (1Sth)
avenue, said ten (10) feet to be
measured along a line at right
angles to said north lin of Eigh-
teenth lsth avenue.
II. A concrete storm sewer with
a sixty 500 inch opening begin
ming at said last mentioned point;
thence easterly along the extension
Of said last mentioned line ten (10)
feet and decreasing in size to a
fifty-four (54) inch opening in said
ten (10D feet.
II. A segment block storm sew
er with fifty-four $40 inch open
ing beginning at said last mention
ed point; thence along a curve to
the right with radius of forty (40)
feet, forty (40) feet to point C.
13. A concrete storm sewer with
fifty-four i54) inch opening be-
ginning at point sc" as hereinbe-
fore located; thence southerly
along a line tangent to said last
above described curve at said last
mentioned point &c" and increas-
ing uniformly in size to a seventy
eight (7Sl inch opening for dis
lance of twenty 900 feet.
a. Two (2) wingwalls shall be
constructed beginning at said last
above mentioned point; thence
southerly for a distance of sixteen
l6) feet, said wingwa1ls shall be
six and one-half (612) feet apart
at the flow line at said point of
/ commencement and spread uni
formly until said wingwalls are
fifteen 15) feet apart at the flow
line at the upper end of said wing
walls. each wingwall to be eighteen
1S) inches thick at the base and
twelve 12) inches thick at the top
with uniform height of thirteen
13) feet extending down three
and one-half (S1a feet below the
flow line, said wingwalls to be ex.
tended and connected at the lower
ends by header wall, the entire
height of said wingwalls twelve
(12) inches thick enclosing said
storm sewer at said point.
Is. A segment block storm sew
er with a thirty-six 1861 inch op-
ening beginning in the hereinbe-
fore described storm sewer at
point four a. feet south of the
north line of the alley in said
block 1856 extended easterly and
five (5) feet east of the east line
of said Third (3rd) street as said
Third (3rd) street is shown on said
replat extended southerly: thence
along curve to the right with a
radius of forty (40) feet, forty
nine (49) feet; thence southerly
along line tangent to said last
mentioned curve at said last men
toned point two hundred eleven
GID feet to point "B."
ia concrete storm sewer with
a thirty-six (36) inch opening be-
ginning at said point "B' as here
inbefore located; thence southerly
along the extension of said last
above mentioned line terminating
at said point "B" and increasing
uniformly in size to a forty-eight
(48) inch opening in a distance of
ten (10) feet.
II. Two (2) wingwalls shall be
constructed, beginning at said last
above mentioned point; thence
southeriy for a distance of twelve
(12) feet, said wingwalls to be four
% feet apart at the flow line at
said point of commencement and
spreading uniformly until said
wingwalls are ten 10) feet apart
at the flow line at the upper end of
said vingwalls, each wingwall to
be eighteen (1S) inches thick at
the base and twelve (12) inches
thick at the top with a uniform
height Of ten (10) feet extending
down three (3) feet below the flow
line, said wingwalls to be extended