HomeMy WebLinkAboutOrd 136B 01/07/1930
AN ORDINANCE PROVIDING FOR THE CONSTRUOTING OF A CONNECTED
SYSTEM OF STORM WATER SEWERS IN ISABELLA STREET AND OTHER STREETS
AND AVENUES IN THE VILLAGE OF MOUNT PROsPECT, OOUNTY OF COOK
&~ STATE OF ILLINOIS.
BE IT ORDAINED By the President and Board of Trustees of
the Village of Kount Prospect, County of Cook and State of
Illinois:
SECTION 1. That a local improvement shall be made within
the said Village of Mount Prospect, County of Cook and State of
Illinois, the nature, character, locality and description of which
local improvement i8 as follows, to-wit:
That a connected system of storm water sewers, including
manholes, catchbasins, catchbasin connections, house connections
and all necessary appurtenances, be constructed and laid in said
Village of :Mount Prospect, as follows:
ISABELLA STREET and Isabella Street Extended from the West.
A storm water sewer shall be constructed and laid along
the centerline of Isabella street and said centerline extended
from the west from and properly connected with the westerly
terminus of the existing sixty (eO) inch sewer at the existing
manhole located at the intersection of a line parallel with and
eleven hundred fifty-one and five-temths (1151.5) feet distant
east of the west line of Maple Street, and the centerline, ex-
tended from the west of Isabella Street, to the centerline of
Elmhurst Road.
Said sewer shall be of sixty (60) inches internal diameter
from its easterly terminus to a point three hundred and eighty
(380) feet easterly of the centerline of Maple Street and thence
of forty-eight (48) inches internal diameter to the centerli!.e of
Maple Street and thence of forty-two (42) inches internal diameter
to the centerline of Pine Street and thence of thirty-six (36)
inChes internal diameter to the westerly terminus of said sewer.
The elevation of the bottom of the inside of the above
desoribed sixty (60) inch sewer at its eaBterly terminus shall
be seventy-five and four-tenths (75.4) feet above Village Datum
and thence the grade thereof shall rise at a uniform rate to an
elevation of seventy-six and three-tenths (76.3) feet above
Village Datum at the westerly terminus of said sixty (60) inch
sewer.
The elevation of the bottom of the inside of the last
above described forty-eight (48) inch sewer at its easterly ter-
minus shall be seventy-six and nine-tenths (76.9) feet above
Village Datum and thence the grarle thereof shall rise at a uni-
form rate to an elevation of seventy-eight and one-tenth (78.1)
feet above Village Datum at the westerly terminus of said forty-
eight (48) inch se~er.
The elevation of the bottom of the inside of the last
above described ~orty-two (42) inch sewer at its easterly terminus
shal~- be seventy-eight and four-tenths (78.4) feet above Village
Datum and thence the grade thereof shall rise at a uniform rate
to an elevation of eighty and six-tenths (80.6) feet above Vil-
lage Datum at the centerline of Emerson Street and thence the
grade thereof shall rise at a uniform rate to an elevation of
eighty-twP and thirty-five hundredths (82.35) feet above Village
Datum at a line parallel wit~ and fifteen (15) feet distant west-
erly of the easterly street line of Main Street and thence the
grade thereof shall rise at a uniform rate to an elevation of
eighty-two and fifty-one hundredths (82.51) feet above Village
Datum at a line parallel with and fifteen (15) feet distant
easterly of the westerly street line of ~ain Street, and thence
the grade thereof shall rise at a uniform rate to an elevation
of eighty-three and seven-tenths (83.7) feet above Village Datum
at the centerline of Wille Street and thenoe the grade thereof
shall rise at a uniform rate to an elevation of eighty-four and
seventy-five hundredths (84.75) feet above Village Datum at the
westerly terminus of said forty-two (42) inch sewer.
The elevation of the bottom of the inside of the last
above described tnirty-six inch sewer at its easterly terminus
shall be eighty-five and five hundredths (85.05) feet above
Village Datum and thence the grade thereof shall rise at a uni-
form rate to an eleva;t ion of eighty-six and eighty-fi va hundredths
(86.85) feet above Village Datum at the centerline of Russell
Street and thence the grade thereof shall rise at a uniform rate
to an elevation of eighty-eight and three-tenths (88.3) feet
above Village Datum at the westerly terminus of said thirty-six
(36) inch sewer.
ELMHlJ.l.=ts'r ROAD.
A storm water sewer shall be constructed and laid along
the centerline of Elmhurst Road from the centerline of Gregory
Street to a line parallel with and sixty-five (65) feet distant
northerly of the centerline of Henry Street extended from the
west.
Said sewer shall be of thirty (30) inches internal diameter
from its northerfY terminus to the centerline of Isabella Street
and thence of thirty-three (33) inches interna.l diameter to the
centerline of Thayer Street and thence of twenty-seven (27)
inches internal diameter to a line parallel with and three hun-
dred (300) feet distant south of the centerline of Thayer Street
and thence of twenty-four (24) inches internal diameter to the
southerly terminus of said sewer.
The elevation of the bottom of the inside of the last
above described thirty (30) inch sewer at its northerly terminus
shall be ninety-one and one-tenth (91.1) feet above Village
Datum and thence the grade thereof shall fall at a uniform rate
to an elevation of ninety (90.0) feet above Village Datum at a
line parallel with and three hundred and t~irty (330) feet dis-
tant north of the centerline of Isabella Street and thence the
grade thereof shall fall at a uniform rate to an elevation of
eighty-eight and six-tenths (88.6) feet above Village Datum at
the centerline of Isabella street.
The elevation of the bottom of the inside of the last above
described. thirty-three (33) inch sewer at its northerly terminus
shall be eighty-eie;ht e,nd four-tenths (88.4) feet above Village
Datum and thence the grade thereof shall rise at a uniform rate
to an elevation of eighty-nine and four-tenths (89.4) feet above
Village Datum at a line parallel with and three hundred rne] t'lirty
(330) feet dista.nt ;:;:.:;,):1:"(\"2:;:'1.0 :1.' t:C:e center'lir:e of Isabella Street
and thence the grade thereof shall rise at a uniform rate to an
elevation of ninety and three-tenths (90.3) feet above Villa.ge
DatulL at the southerly terminus of i.3e.id thirty-three(33) inch
seWEr.
The elevation of the bottom of the inside of the last
a.bove described twenty-seven (27) inch sewer a.t the nortberly
ter'minus sha.ll be ninety and six-tenths (90.6) feet above Village
Datum and thence the grade thereof shall rise at a uniform rate
to an elevation of ninety-one and two-tenths (91.2) feet above
Villaze Datum ~tt the southerly t erGinus of said tvven ty-seven (27)
i.neh se~ter .
The elev<:l.tion of the bottoi"1l of the insid e of the last
above described twenty-four (24) inch sewer a.t its uortherly
terminus shall be ninety-one and two-tenths (91.2) feet above
Villag.e Datum and thence the grade thereof shall rise at a uni-
......
form rate to an elevation of ninety-twp and one~tenth (92.1)
feet above Village Datum at the southerly terminus of said
twenty-four (24) inch sew~r.
RUSSELL STREET.
A storm water sewer shall be constructed and laid. a.long
the centerline of Russell Street from the centerline of Gregory
Stret to the centerline of Thayer street and thence along the
centerline of Russell Street extended from the :,orth to a line
parallel with cmd three hundred and sixty (360) feet distant
south of the centerline of Thayer Street and thence along a
straight line to a point at the intersection of the northerly
street line of Henry Street extended from the east, and a line
parallel wi th and four hundred a.nd thirty (430) feet distant
west of the west line extended of that part of Wille Street ly-
ing north of H~y Street.
said sewer shall be of eighteen (18) inches internal
diameter from the northerly terminus to a line parallel with and
three hundred and thirty (330) feet distant north of the center-
1 ine of Isabella. Street and thence of twenty-one (21) inches
internal diameter to the centerline of Isabella street and thence
of fifteEn (15) inches internal dia.meter to the centerline of
Thayer Street and thence of twelve (12) inches internal diameter
tG the southerly terminus of said sewer.
The elevation of the bottom of the inside of the last
above described eighteen (18) inch sewer at its northerly
terminus shall be ninety-one and three-tenths (91.3) feet above
Village Datum and thence the grade thereof shall fall at a uni-
form rate to an elevation of eighty-nine and four-tenths (89.4)
feet above Village Datum at a line parallel with and three hun-
dred and thirty (330) feet distant north of the centerline of
Isabella Street.
The elevation of the bottom of the inside of the last
above described twenty-me (21) inch sewer at its northerly
terminus shall be eighty-nine and twenty-five hundredths (89.25)
feet above Village Datum and thence the grade thereof Shall fall
at a uniform rate to an eibevation of eighty-eight and one-tenth
(88.1) feet above Village Datum at the southerly terminus of said
twenty-one (21) inch sewer.
The elevation of the bottom of the inside of the last
above described fifteen (15) inch sewer at its northerly terminus
shall be eighty-eight and two-tenths (88.2) feet above Village
Datum and thence the grade thereof shall rise at a uniform rate
to an elevation of ninety-one and eight-tenths (9l.8) feet above
Villa.ge Datum at a. line parallel with and three hundred and thirty
(330) feet distant south of the centerline of Isabella Street and
thence the grade thereof shall rise at a uniform rate to an ele-
vation of ninety-three and eight-tenths (93.8) feet above Village
Datum at the southerly terminus of said fifteen (15) inch sewer.
The eleva.t ion of the bottom of the inside of the la.st
above described twelve (12) inch sewer at its northerly terminus
shall be ninety-three and ninety-five hundredths (93.95) feet
above Village Datum and thence the grade thereof shall rise at
a uniform rate to an elevation of ninety-seven and fifteen hun-
dredths (97.15) feet above Village Datum at a point at the inter-
section of the centerline of Russell Street extended from the
north and a line parallel with and three hundred and thirty (330)
feet distB.nt south of the centerline of Thayer Street and thence
the grade thereof shall rise at a uniform rate to an elevation
of ninety-eight and two-tenths (98.2) feet above Village Datum
at the southerly terminus of said twelve (12) inch sewer.
PINE STREET.
-
A storm water sewer shall be constructed and laid along
the centerline of Pine street from the centerline of Gregory
.
Street to a line parallel with and twenty (20) feet distant
north of the north 1 ine of Henry Street.
Said sewer shall be of eighteen (18) inches internal
diameter from its northerly terminus to a line parallel with
and three hundred and thirty (330) feet distant north of the
centerline of Isabella Street a.nd thence of twenty-One (21)
inches internal diameter to the centerline of Isabella Street
and thence of eighteen (18) inches internal diameter to a line
parallel with and three hundred and thirty (330) feet distant
south of the centerline of Isabella Street and thence of fifteen
(15) inches internal diameter to the centerline of Thayer Street
and thence of twelve (12) inches internal dia,meter to the south-
erly terminus of said sewer.
The elevation of the bottom of the inside of the northerly
terminus of that part of the above desc~bed eighteen (18) inch
sewer to be constructed north of Isabella Street, shall be ninety-
one and six-tenths (tn.6) feet above Village Datum and thence the
grade thereof snaIl fall at a uniform rate to an elevation of
eighty-nine and seven-tenths (89.7) feet above Village Datum &~d
the southerly terminus of said eighteen (18) inch sewer.
The eleva.tion of the bottom of the inside of the last
above described twenty-one (21) inch sewer at the northerly
terminus sha.ll be eight~r-nine and fifty-five hundredths (89.55)
feet above Village Datum and thence the grade thereof shall fall
at a uniforln rate to an elevation of eighty-eight and four-teDt~B
(88.4) feet above Village Datum at the southerly terminus of said
twenty-one (21) inch sewer.
The eleva.tion of the bottom of the inside of the north-
erly terminus of that "part of the last above described eighteen
(18) inch sewer to be constructed south of the centerline of
Isabella Street, shall be eighty-six and two-tenths (86.2) feet
above Village Datum and thence the grade thereof shall rise at
a uniform rate to an elevation of eighty-seven and six-tenths
(87.6) feet above Village Datum at the southerly terminus of
said eighteen (18) inch sewer.
The elevation of the bottom of the inside of the last
above described fifteen (15) inch sewer at its northerly terminus
shall be eighty-seven a~d seventy-five hundredths (87.751 feet
above Village Datum and thence the gra.de thereof shall rise at
a uniform rate to an eleva.tion of ninety-two (92.0) feet above
Village Datum a,t the southerly terminus of said fifteen (15)
inch sewer.
The elevation of the bottom of the inside of the last
above described twelve (12) inch sewer at its noxtherly terminus
shall be ninety-two and fifteen hundredths (92.15) feet above
Village Datum a.nd thence the grade thereof shall rise a.t a uni-
form rate to an elevation of ninety-five and forty-five hundredths
(95.45) feet above Village Datum at a line parallel with and
three hundred (300) feet distant south of the centerline of
Thayer Street and thence the grade thereof shall rise at a uni-
form rate to an eleva.tion of ninety-seven and five-tenths
(97.5) feet above Village Datum at the southerly terminus of said
twelve (12) inch sewer.
WILLE STREET.
A storm water sewer shall be constructed and laid along
the centerline of Wille Street from a line parallel with and
fifty-five (55) feet distant south of the south street line of
Gregory Street to a line parallel with and twenty (20) feet distant
north of the north street line of Henry Street.
Said sewer shall be of twenty-one (21) inohes internal
diameter from its northerly terminus to the oenterline of Isa-
bella Street and thence of eighteen (18) inches internal diameter
to a line parallel with and three hundred and thirty (330) feet
distant south of the centerline of Isabella Street, and thence of
fifteen (15) inches internal diameter to the centerline of
Thayer Street and thence of twelve (12) inches internal diameter
to the southerly terminus of said s8wer.
The elevation of the bot~om of the inside of the last
above described twenty-One (21) inch sewer at its northerly
terminus shall be eighty-six and sixty-four hundredths (86.64)
feet above Village Datum a,nd thence the grade thereof shall fall
at a uniform rate to an elevation of eighty-six and five-hundredths
(86.05) feet above Vills,g'e Da,tum at a line parallel with and
three hundred and thirty (330) feet distant north of the center-
line of Isabella street and thence the grade thereof shall fall
at a uniform ra.te to an eleva.tion of eighty-four and nine-tenths
(84.9) feet above Village Datum at the southerly terminus of
said twenty-one (21) inch sewer.
The eleve,tion of the bottom of the inside of the last
above described eighteen (18) inch sewer at its nottherly ter-
minus shall be eighty-six and five-hundredths (86.05) feet above
Village Datum and thence the grade thereof shall rise at a uni-
form rate to an elevation of eighty-seven and forty-five hun-
dredths (87.45) feet above Village Datum at the southerly ter-
miz:D.ls of said eighteen (18) inch sewer.
The elevation of the bottom of the inside of the last
above described fifteen (15) inch sewer at its northerly ter-
minus shall be eighty-seven and six-tenths (87.6) feet above
Village Datum and thence the grade thereof shall rise at a uni-
form :rate to an elevation of eighty-nine and six-tenths (89.6)
feet above Village Da.tum at the southerly terminus of said fif-
teen (15) inch sewer.
The elevation of the bottom of the inside of the last
above described twelve (12) inch sewer at its northerly terminus
shall be eighty-nine and seventy-five hundredths (89.75) feet
above Villa.ge Datum and thence the grade thereof shall rise at
a uniform rate to a.n elevation of ninety-tw6 and ninety-five
hundredths (92.95) feet above Village Datum at a line parallel
with a.nd three hundred (300) feet distant south of the centerline
of Thayer Street, and thence the gra.de thereof sha.ll rise at a
uniform rate to B,n eleve,ticn of ninety-four (94) feet above
Villa.ge Datum at the southerly terminus of said twelve (12)
inch sewer.
MAIN STREET (WEST SIDE).
A storm water sewer shall be constructed and laid along a
line parallel with and fifteen (15) feet distant east of the
west line of Main Street from the centerline of Gregory Street
to a line parallel wit~ and twenty (20) feet distant north of
the north line of Henry Street.
Said sewer shall be of fifteen (15) inches internal
dia~meter from i ts ~rtherly terminus to the centerl;i:ne of Thayer
Street and thence of twelve (12) inches internal diameter to the
southerly terminus of said sewer.
The elevation of the bottom of the inside of the last
above mentioned fifteen (15) inch sewer at its northerly terminus
shall be eighty-nine (89.0) feet above Villa~se D~,tuIl1 c.u1d thence
the::;rade tiJ.e1'8of shall fall at a uniform rate to an elevation
of eighty-seven and fifteen-hundredths (87.15) feet above Village
Datum at a line parallel with and three hundred and thirty (330)
feet distant north of the centerline of Isabella Street and
thence the grade thereof shall fall at a uniform rate to an
elevation of eighty-four and five-tenths (84.5) feet above Vil-
lage Datum at the centerline of Isabella Street. The elevation
of the bottom of the inside of the northerly terminus of that
part of the last above described fifteen (15) inch sewer to be
constructed south of the centerline of Isabella street shall be
eighty-four (84.0) feet above Village Datum and thence the grade
thereof shall rise at a uniform rate to an elevation of eighty-
four and ninety-five hundredths (84.95) feet above Village Datum
at a line parallel with and three hundred and thirty (330) feet
distant south of the centerline of Isabella Street, and thence
the grade thereof shall rise at a uniform rate to an elevation
of eighty-five and seven-tenths (85.7) feet above Village Datum
at the southerly terminus of said fifteen (15) inch sewer.
The elevation of the bottom of the inside of the last
above described twelve (12) inch sewer at its norhterly terminus
shall be eighty-five and eight-tenths (95.8) feet above Village
Datum and thence the grade thereof shall rise at a uniform rate
to an elevation of eighty-six and eighty-five hundredths (86.85)
feet above Village Datum at a line parallel with and three hun-
dred (300) feet distant south of the centerline of Thayer Street
and thence the grade thereof shall rise at a uniform rate to an
elevation of eighty-seven and nine-tenths (87.S) feet above Vil-
lage Datum at the southerly terminus of said twelve (12) inch
sewer.
MAl!. STREET (EAST SIDE)!
A storm water sewer shall be constructed and laid along
a line parallel with and fifteen (15) feet distant west of the
east line of Main Street from the centerline of Gregory Street
to a line parallel with and fifteen (15) feet distant north
of Central !.oad.
Said sewer shall be of fifteen (15) inches internal
diameter from its northerly terminus to the centerline of Isa-
bella street and thence of twenty~ne (21) inches internal diameter
to a line parallel with and three hundred and thirty (330) fe~
distant south of the centerline of Isabella Street and thence of
eighteen (18) inches internal diameter to a line parallel with
and three hundred and thirty (330) feet distant south of the
centerline of Thayer Street and thence of fifteen (15) inches
internal diameter to the centerline of Henry Street and thence
of twelve (12) inches internal diameter to the southerly terminus
of said sewer.
The elevation of the bottom of the inside of the north-
erly terminus of tha.t part of the above described fifteen (15)
inch sewer to be constructed north of the centerline of Isabella
Street shall be eighty-nine (89.0) feet above Village Datum and
thence the grade thereof shall fall at a uniform rate to an ele-
vation of eighty-seven and fifteen-hundredt~s (87.15) feet above
Village Datum at a line parallel with and three hundred and
thirty (330) feet distant north of the centerline of Isabella
Street and thence the grade thereof shall fall at a uniform rate
to an elevation of eighty-four and five-tenths (84.5) feet aboye
Villa~e Datum at the centerline of Isabella Street.
o
The elevation of the bottom of the inside of the last
above described twenty-one (21) inch sewer at its northerly
terminus shall be eighty-three and five-tenths (83.5) feet
above Village Datum and thence the grade thereof shall rise at a
uniform rate to an elevation of eighty-three and ninety-five
(83.95) hundredths feet above Village Datum at the southerly
terminus of said twenty-one (21) inch sewer.
The elevation of the bottom of the inside of the last
above described eighteen (18) inch sewer at its northerly
terminus shall be eighty-four and one-tenth (84.1) feet above
Village Datum and thence the grade thereof shall rise at a uni-
form rate to an elevation af eighty-four and eighty-five hun-
dredths (84.85) feet above Village Datum at the centerline of
Thayer Street and thence the grade thereof shall rise at a uni-
form rate to an elevation of eighty-five and forty-five hun-
dreths (85.45) feet above Village Datum at the line parallel
with and three hundred and thirty (330) feet distant south of
the centerline of Thayer Street.
The elevation of the bottom of the inside of the northerly
terminus of that part of the last above described fifteen (15)
inch sewer to be constructed south of a.lline parallel with and
three hundred and thirty (330) feet distant south of the center-
line of Thayer Street shall be eighty-five and six-tenths (85.6)
feet above Village Datum and thence the grade thereof shall rise
at a uniform rate to an elevation of eighty-six and thirty-five
(86.35) hundredths feet above Village Datum at the southerly
terminus of said fifteen (15) inch sewer.
The elevation of the bottom of the inside of the last
above described twelve (12) inch sewer at its northerly terminus
shall be eighty-six and five-tenths (86.5) feet above Village
Datum and thence the grade thereof shall rise at a uniform rate
to an elevation of eighty-seven and fifty-five hundredths (87.55)
feet above Village Latilla at a line parallel with and three hundred
(300) feet distant south of tne centerline of Henry Street and
thence the grade thereof shall rise at a uniform ra.te to an ele-
vation of eighty-eight Rnd six-tenths (88.6) feet above Village
Da.tum at the southerly terminus of said twelve (12) inch sewer.
EMERSON STREET.
A storm water sewer shall be constructed and laid along
the centerline of Emerson Street from the centerline of Gregory
Street to a line parallel with and fifteen (15) feet distant north
of the north line of Central Road.
Said sewer shall be of eighteen (18) inches internal
diameter from its northerly terminus to a line parallel with and
three hundred and thirty (330) feet distant n~rth of the center-
line of Isabella Street and thence of t~enty-one (21) inches
internal diameter to the centerline of Thayer Street and thence
of eighteen (18) inches internal diameter to the centerline of
Henry street and thence of fifteen (15) inches internal diameter
to a line parallel with and three hundred (300) feet distant
.
south of the centerline of Henry Street and thence of twelve
(12) inches internal diameter to the southerly terminus of said
sewer.
The elevation of the bottom of the inside of the northerly
terminus of that part of the above described eighteen (18) inch
sewer to be constructed north of a line parallel with and three
hundred and thirty (330) feet distant north of the centerline of
Isabella Street shall be eighty-eight (88.0) feet above Village
Datum and thence the R,'rade thereof shall fall at a uniform rate
to fu~ elevation of eighty-five and four-tenths (85.4Q feet above
Village Da.tum at the southerly terminus of said eighteen (18)
inch sewer.
The elevation of the bottom of the inside of the last
above described twenty-orne (21) inch sewer at its northerly
term.inus shall be eighty-five and twenty-five hundredths (85.25)
feet above Village Datum and thence the grade thereof shall fall
at a uni.form rate to a.n elevation of eighty-three and ninety-
five hundredths (83.95) feet above Village Datum at the center-
line of Isabella Street.
The elevation of the bottom of tbe inside of thst part
of the last abo'\re described twenty-one (21) inch sewer to be
constructed south of the centerline of Isabella Street shall be
eighty-two and tVJO-tenths (82.2) feet above Village Datum at the
centerline of Isabella, Street ,no.. thence the gr&.de thereof shall
rise, at a. uniform r[Lte to an elevation of eighty-three ~nd fifty-
five hundredths (83.55) feet c~bove Village Da.tum at a lin:~ para.-
llel with a,nd three hundred emd thirty (330) feet distant south
of the centerline of I88>el1a Street and thence the grade thereof
shall rise at a uniform rate to an eleva.tion of eighty-four
and six-tenths (84.6) feet above Villa.ge Datum at the southerly
terminus of said twenty-one inch sewer.
The elevation of the bottom of the inside of that part
of the last above described eighteen (18) inch sewer to be con-
structed south of the centerline of Thayer Street shall be eighty
four and seventy-five hundredths (84.75) feet above Village
Datum at the centerline of Thayer Street and thence the gra.de
thereof sha.ll rise at a uniform rate to a.n elevation of eighty-
six and forty-five hundred.the (86.45) feet above Villa,ge Datum
at a line para.llel ,,'ith and three hundred and thirty (330) feet
distant south of the centerline of Thayer Street and thence the
grade thereof shall rise a.t a. uniform rate to an eleva,tion of
eighty-seven and five-tenths (87.5) feet above Village Datum at
the southerly terminus of se.id eighteen (18) inch sewer.
The elevation of the bottom of the inside of the last
above described fifteen (15) inch sewer at its northerly terminus
shall be eighty-seven and sixty-five hundredths (87.65) feet above
Village Datum and thence the grade thereof sha.ll rise at a uniform
rate to ah elevation of eighty-eight and eight-tenths (88.8)
feet above Village Datum at the southerly terminus of said fif-
teen (15) inch sewer.
The elevation of the bottom of the inside of the la,st
above described twelve (12) inch sewer at its northerly terminus
shall be eighty-eight and ninety-five hundredths (88.95) feet
above Villa,ge Datum and thence the grRde thereof shall rise at
a. uniform rate to an eleve,tion of ninety (90.0) feet above Vil-
lage Datum at the southerly terminus of said twelve (12) inch
se\'1;er.
MAPLE 8.TREE T .
A storm water sewer she.ll be constructed a.nd laid along
the centerline of Maple Street from the centerline of Gregory
Street loa line parallel with and three hundred and thirty (330)
feet distant south of the centerline of 1sabella Street and thence
alobg a straight line to a point at the intersection of the
centerline of Thayer Street and a line parallel witp and twenty
(20) feet distant east of the west line of Maple Street, and
thence along the last above described parallel line to a line
parallel with end three hundred and thirty (330) feet distant
south of the centerline of Thayer Street, and thence along a
straight line tc a point at the intersection of the centerline
of Henry Street and the centerline of Maple Street.
Said sewer shall be of eighteen (18) inches internal
diameter from its northerly terminus to a line parallel with and
three !lundl'eu cLnd thirty (330) feet dista,nt north of the center-
line of Isabella. Street and thence of twenty-four (24) inches
internal dia.meter to the centerline of Isabella Street and thence
of twenty-one (21) inches internal diameter to the centerline
cf Thayer Street and thence of eighteen (18) inches internal
diameter to the southerly terminus of said sewer.
The elevation of the bottom of the inside of the nortnerly
terminus of that part of the last above described eighteen (18)
inch sewer to be constructed north of a line para.llel with and
three hundred and thirty (330) feet distant north oftthe center-
1 ine of Isabella Street, shall be eighty-two and. six-tenths
(82.6) feet above Village Datum and thence the grade thereof
sha.ll fa.ll at a uniform rate to an elevation of eighty (80.0)
feet above Villa.ge Datum at a line parallel with and three hun-
dred and thirty (330) feet distant north of the centerline of
Isabella Street.
The elevation of the bottom of the inside of the la.st
above described twenty-four (24) inch sewer at its northerly
terminus shall be seventy-nine and eight-tenths (79.8) feet
above Village De,tum and thence the grade thereof shall fa.ll at
a uniform rate to an elevation of seventy-nine and fifteen-
hundredths (79.15) feet above Village Datum at the southerly
terminus of said twenty-four (24) inch sewer.
The eleva,t ion of the bottom of the inside of the la.st
above described twenty-one (21) inch sewer at its northerly
terminus shall be eighty and nine-tenths (80.9) feet above Vil-
lage Datum and thence the grade thereof shall rise at a uniform
rate to an elevation of eighty-two and twenty-five hundredths
(82.25) feet above Villa,ge Datum at a line para.llel with a,nd
three hundred and thirty (330) feet distant south of the center-
line of Isabella Street and thence the grade thereof shall rise
at a uniform rate to an eleva.tion of eighty-three and three-
tenth.s (83.3) feet above Village Datum at the southerly terminus
of said twenty-one (21) inch sewer.
The elevation of the bottom of the inside of the northerly
terminus of that part of the last above described eighteen (18)
inch sewer to be constructed south of the centerline of Thayer
Street shall be eighty-three and forty-five hundredths (83.45)
feet above Village Datum and thence the grade thereof shall ri8e
at a uniform rate to an elevation of eighty-five and fifteen
hundredths (85.15) feet above Village Datum at a line parallel
with and three hundred and thirty (330) feet distant south of the
centerline of Thayer Street and thence the grade thereof shall
rise at a uniform ra.te to an elevation of eightY-Six and two-
tenths (86.a~ feet above Village Datum at the southerly terminus
of said eighteen (18) inch sewer.
Said improvement shall also include the construction of
vitrified tile pipe house connections of six (6) inches internal
diameter in portions of Elmhurst Road, Russell Street, Pine
Street, Wille Street, Emerson Street and Maple Street from and
properly connected to the sewer hereinbefore provided to be
constructed in said streets to lines para.llel with and eighteen
(18) feet (mea.sured at right angles) from the centerline of sa.id
streets and opposite to and extending toward each of the lots,
blocks, traots and parcels of land described as follows:
SUBDIVISION
BLOCK
LOT
Laudermi1k Villa being a Sub-
division 1n the SE-1/4 of Section
34, T. 42 N. R. 11 E. of the
3rd Principal Meridian
1 to 24
both inclusive
29 to 148
both inclusive
Hill Crest being a subdivision
of the NE-l/4 of the SW-1/4
(Except the N. 2-7/8 acres thereof)
of Section 34, T. 42 N. R. 11 E.
of the 3rd P.M.; also the N. 23.5
acres of the SE-l/4 (except the
W.295.l feet of the S. 295.1 ft.
~IVISIO:N" BLOOK LOT
lying North of the South 543 ft. of
the E-l/2 of the ~(-1/4) of said
Section 34
1 11 to 20
both inclusive
2 1 to 20
both inclusive
3 1 to 20
both inclusive
4 1 to 20
both inclusive
5 1 to 22
both inclusive
6 1 to 22
both inclusive
7 1 to 22
both inclusive
8 12 to 22
both incluwe
9 12 :tio 22
both inclusive
10 1 to 22
both inclusive
11 1 to 17
both inc Ius i ve
12 1 to 12
both inclusive &
15 to 22
both inclusive
Prospedt Manor being a subdivision
of part of the 6-3/4 of W-l/2 of the
w-lla of Section 34, T. 42 N., R. 11
E. of the 3rd P.M.
9 1 to 6
both inclusive
N.SO ft.Lot 7
8.50 ft.N.I00
ft. Lot 7
S.50 ft.N.150
ft. Lot 7
N.SO ft.S.lll
ft. Lot 7
S.61 ft. Lot 7
16 1 to 11
bmth inclusive
17 1 to 11
both inclusive
H. Roy Berry and CO.IS 1st Addn.
to Castle Heights, being a subdivision
of the S. 1/2 of 8E-l/4 of the NW-l/4
and the N. 95.02 ft. of the E-l/2 of the
SUBDIVISION
BLOCK
LOT
SW-l/4 all in Section 34, !. 42 N. R. 11
East of the 3rd P.M., Cook County, Ill.
12
13
36
37
60
61
84
85
The Village Datum for the purposes of this improvement is
ascertained by measuring from a bench mark which is the top of
the north head bolt of a fire hydrant located at the northeast
corner of Lancaster Street and Henry Street'ln the Village of
MOtmt Prospect, Cook County, Illinois, said bench mark being one
hundred t~enty-four and seventy-six one-hundredths (124.76) feet
above Village Datum.
All sewers herein provided for with an internal diameter
of tnirty-six (36) inches or less shall be constructed of vit-
rified tile sewer pipe.
All sewer's herein provided for with at"'], internal diameter
of fottYJ-t_Q (42) inches or more shall be constructed of rein-
forced Portland cement concrete pipe.
Eight (8) manholes shall be built on said reinforced Port-
land cement concrete sewers along the centerline of Isabella
Street and along the centerline of Isabella Street extended, at
the following points: One at the centerline of Pine Street,
Wille Street, Emerson Street an(, Maple Street, one at a point
fifteen (15) feet east of the west street line extended of Main
Street, one at a point fifteen (15) feet west of the east street
line extended of Main Street, one at a point three hundred and
fifty (350) feet east of the east street line extended of Maple
Street, one at a point seven bundred and t "enty (720) feet east
of the east street line extended of Maple Street.
Two (2) manholes sha.ll be bull t on said vi tr ified tile
pipe sewer in Isa.bella Street at the following points: One at
the centerline of Elmhurst Road, and one at the centerline of
Russell Street.
Six (6) manholes shall be built on said vitrill5'ied tile
pipe sewer in Elmhurst Road at the following points: One at a
point five hundred seventy-five (575) feet south of the south
street line, extended, of Thayer street, one at a point two hun-
dred and seventy (270) feet south of the south street line, ex-
tended, of Thayer Street, one at the cent erline of Thayer Street,
one at a point three hundred and thirty (330) feet south of the
south street line, extended, of Isabella Street, one at a point
two hundred and eighty (280) feet south of the south street line,
extended,of Gregory Street, and one at the centerline of Gregory
St reet .
Six (6) manholes shall be built on said vitrified tile
pipe sewers in Russell Street at the follOWing points: One at the
north street line, extended, of Henry Street, one at a point three
hundred and thirty (330) feet south of the south street line,
extended, of Thayer Street, one at the centerline of Thayer
Street, one at a point two hundred and ninety (290) feet south of
the south street line, extended, of Isabella. Street, one at a
point two hundred and eighty (280) feet south of the south street
line, extended, of Gregory Street, one at the centerline of
Gregory Street.
Six (6) manboles shall be built on said vitrified tile
pipe sewers in Pine street at the following points: One at a
point twenty (20) feet north of the north street line, extended,
of Henry Street, one at a point two hundred and seventy (270)
feet south of the south street line, extended, of Thayer Street,
one at the centerline of Thayer Street, one at a point three
hundred and ten (310) feet south of the south street line, ex-
tended, of Isabella Street, one at a point two hundred and eighty
(280) feet south of the south street line, extended, of Gregory
Street, and one at the centerline of Gregory Street.
Five (S) manholes shall be b~ilt on said vitrified tile
pipe sewers in Wille Street at the following points: One at a
point twenty (20) feet north of the north street lihe, extended,
of Henry Street, one at a point two hundred and seventy (270)
feet south of the south street line, extended, of Thayer Street,
one at the centerline of Thayer Street, one at a point three hun-
dred and ten (310) feet south of the south street line, extended,
of Isabella Street, one at a point two hundred and eigyty (280)
feet south of the south street line, extended, of Gregory Street.
Six (6) manholes shall be built on said vitrified tile
pipe sewers in Main Street (West Side) at the fol16wing points:
One at a point twenty (20) feet north of the north street line,
extended, of Henry Street, one at a point two hundred seventy
(270) feet south of the south street line, extended, of Thayer
Street, one at the centerline of Thayer Street, one at a point
three hundred and ten (310) feet south of the south street line,
extended, of Isaoella street, one at a point two hundred and
eighty (280) feet south of the south street line of Gregory
Street, one at the centerline of Gregory Street.
Eight (8) manholes shall be built on said vitrified tile
pipe sewers in Main Street (East Side) at the following points:
One at a point fifteen (IS) feet north of the north street line,
extended, of Oentral Road, one at a point two hundred and seventy
(270) feet south of the south street line, extended, of Henry
Street, one at the centerline of Henry Street, one at a point
three hundred t300) feet south of the south street line, extendeq,.
of Thayer Street, one at the centerline of Thayer Street, one at
a point three hundred and ten (310) feet south of the south
street line, extended, of Isabella Street, one at a point two
hundred and eighty (280) feet south of the south street line, ex-
tended, of Gregory Street, one at the centerline of Gregory
Street.
Eight (8) manholes shall be built on sa.id vitrified tile
.
pipe sewers in Emerson Street at the following points: One at
a point fifteen (15) feet north of the north street line, ex-
tended, of Oentral Road, one at a point two hundred and sixty
(260) feet south of the south street line, extended, of Henry
Street, one at the centerline of Henry Street, one at a point
three hundred (300) feet south of the south street line, ex-
tended, of Thayer Street, one at the centerline of Thayer Street,
one at a point three hundred (300) feet south of the south
street line, extended, of Isabella Street, one at a point two
hundred and eighty (280) feet south 0 f the south street line,
extended, of Gregory Street, one at the centerline of Gregory
Street.
Five (5) manholes shall be built on said vitrified tile
pipe sewers in Maple Street at the following points: One at a
point three hundred (300) feet south of the south street line,
extended, of ~hayer Street, one at the centerline of Thayer
Street, one at a point three hundred and ten (310) feet south
of the south street line, extended, of Isabella Street, one at
a point two hundred and eighty (280) feet south of the south
street line, extended, of Gregory Street, one at the centerline
of Gregory street.
Four (4) catchbasins shall be built at the following
points and connected with said sewer in Elmhurst Road: One (1)
on a line ten (10) feet south of the north street line, extended,
of Henry Street and ten (10) feet east of the west street line
,
extended, of Elmhurst Road, one at a. point ten (l<))ffeet north
of the south street line, extended, of Thayer Street and ten
(10) feet east of the west street line, extended, of Elmhurst
Road, one at a point ten (10) feet north of the south street
line, extended, of Isabella street and ten (10) feet east of the
west street line, extended, of Elmhurst Road, one at a point ten
(10) feet north of the south street line, extended, of Gregory
Street and ten (10) feet east of the west street line, extended,
of Elmhurst Road.
Four (4) catchbasins shall be built at the following
points and connected with said sewers in Russell Street: One at
a point ten (10) feet north of the south street line, extended,
of Thayer Street and ten (10) feet east of the west street line,
extended, of Russell Street, one at a point ten (10) feet north
of the south street line, extended, of Isabella Street and ten
(10) feet east of the west street line, extended, of Russell
Street, one at a point ten (10) feet south of the north street
line, extended, of Isabella Street and ten (10) feet west of the
east street line, extended, of Russell Street, one at a point
ten (10) feet north of the south street line, extended, of
Gregory Street and ten (10) feet east of the west street line,
extended, of Russell Street.
Six (6) catchbasi~s shall be built at the following points
and connected with said sewers in Pine Street; One at a point
ten (10) feet south of the north street line, extended, of Henry
street and ten (10) feet east of the west street line extended
, ,
of Pine Street, one at a point ten (10) feet north of the south
street line, extended, of Thayer Street and ten (10) feet ea.st of
the west street line, extended, of Pine Street, one at a point
two hundred and ninety (290) feet south of the south street line,
extended, of Isabella Street and ten (lQ)feet west of the east
street line of ~1ne Street, one at a point ten (10) feet north
of t~e south street line, extended, of Isabella Street and ten
(10) feet west of the east street line, extended, of Pine Street,
one at a point ten (10) feet south of the north street line,
extended, of Isabella. Street and ten (10) feet east of the i'Vest
street line, extended, of Pine Street, one at a point ten (10)
feet north of the south street line, extended, of Gregory Street
and ten (10) feet east of the west street line, extended, of Pine
Street.
Five (5A catchbasins shall be built at the following points
and connectQd with sa,id sewers in Wille Street: One at a P9int
ten (10) feet south of the north street line, extended, of Henry
Street and ten (10) feet east of the west street line, extended,
of Wille Street, one a,t a point ten (10) feet north of the south
street line, extended, of Thayer Street and ten (10) feet east of
the west street line, extended, of Wille Street, one at a point
three hundred (300) feet South of the south street line, extended,
of Isabella Street anC' ten (10) feet west of the ea.st street
line of Wille Street, one at a point ten (10) feet north of the
south street line, extended, of Isabella Street and ten (10) feet
east of the west street line, extended, of Wille street, one at
a point ten (10) feet south of the north street line, extended,
of Isabella Street and ten (10) feet east of the west street
line, extended, of Wille Street.
Three (3) catohbasins shall be built at the following
points e,nd connected with said se'~"iers in Main Street (West Side):
One at a point ten (10) feet south of the north street line, ex-
tended, of Henry Street, and ten (10) feet east of the west street
line, extended, of Main Street, one at a point~ ten (10) feet
north of the south street line, extended, of Thayer Street and tan
(10) feet east of the west street line, extended, of Main Street,
one at a point ten (10) feet north of the south street line, ex-
tended, of Isabella Street Fnd ten (10) feet east of the west
street line, extended, of Main Street.
Four (4) c6.tchbas ins shall be built at the following
points and connected 'Ni th said sewers in Main Street (East Side):
One at a point ten (10) feet north of the south street line,
extended, of Henry Street and ten (10) feet west of the east
street line, extended, of Main Street, one at a point ten (10)
feet south of the "orth street line, extended, of Thayer Street
and ten (10) feet west of the east street line, extended, of Ma.in
Street, one at a point ten (10) feet south of the north street
line, extended, of Isabella Street and ten (10) feet west of the
east street line, extended, of Main Street, one at a point ten
(10) feet north of the south street line, extended, of Gregory
Street and ten (10) feet west of the east street line, extended,
of Main street.
Six (6) catchbasins shall be built at the following point~
and connected with said sewers in Emerson Street: One at a point
ten (10) feet north of the south street line, extended, of Henry
Street and ten (10) feet eest of the west street line, extended,
of Emerson Street, Qne at a point three hundred (300) feet south
of the south street line, extended, of Thayer Street end ten (10)
feet e~ci..st of -~he west str'eet l:Lrle ')1 J.:..Lle:CS'.)rl 3~;:.c;:'c'(:,
'-'.. -,-. ,r
(.... .. ~
l<<Lt ten (10) feet r~ol'th of thE: south street line, extended, of
Thayer Street and ten (10) feet eest of the west street line,
e'-+''''nded o+' -;;',,',c"~'aor' Streeo+ "De' .'."t '
.l~vC. , _~ J,.;"I,l.!................ ..L 1..J, ~.;L ct., ci p01.nt
ten
(10) feet north
of the south street line, extended, of Isabella Street and ten
(10) feet east of the west street line, extended, of Emerson
Street, one at a p~int ten (10) feet south of the north street
line, extended, of Isa,belle, :3tl'eet and ten (10) feet west of the
east stI'eet line, extended, of Emerson Street, one at a point
ten (10) feet north of the south street line, extendec, of Gre-
gory Street and ten (10) feet east of the ~est street liB~, ex-
tended, of Emerson Street.
Five (5) catchbasins shall be built at the follOiv5_ng
p)ints and connected to to,a.id sewer in Maple Avenue: One at a
point ten (lO)feet north of the souttl street line, extended, of
Thayer Street and ten (10) feet east of the west street line,
extended, of Maple Avenue, one at a point ten (10) feet north
of the south street line, extended, of Isabella Street and ten
(10) feet east of the west street line, extended, of Maple
Street, one at a point ten (10) feet south of the north street
line, extended, of IBc-!bella. Street and ten (10) feet west of the
east street line. extended, of Maple street, one at a point two
hundred and eighty (280) feet south of the south street line.
extended, of Gregory street and ten (10) feet east of the west
street line of Maple Street, one at a po ._nt ten (10) feet north
of the south street line, extended, of Gregory Street and ten
(10) feet east of the 'West street line, extended, of Maple Street.
TILE PIPE.
The tile used in the construction of the vitrified tile
pipe sewer she'},1 be smooth, strcdght and sound, thoroughly burned
~nd vitrified, well gla.zed, free from lumps or other imperfections
and with the least possible variation from the specified dimen-
s ions or true cylindrica.l shape. All straight. pipe must be
straight in the direction of the axis of the cylinder and the
inner a.nd outer surfaces of each pipe must be concentric.
All of the tile pipe shall be Vitrified, shale, clay
sewer pipe. The stand.ard thickness of the tile pipe hereinbe-
fore provided for shall be respectively as follows:
OF THIRTY-8IX INCH PIPE - - - 2-3/4
OF THIRTY-TtiREE INCH PIPE - - - - 2-5/8
OF THIRTY INCH PIPE - - - - - - - 2-1/2
OF T~~NTY-SEVEN INCH PIPE - - 2-1/4
OF TWENTY~F'Ot)"R INCH PIPE - - - - 2
OF' TWENTY-ONE INCH PIPE - - - - - 1-3/4
OF EIGHTEEN INCH PIPE - - - - - - 1-1/2
OF FIFTEEN INCH PIPE - - - - 1-1/4
OF T~~LVE INCH PIPE - 1
OF TEN INCH PIPE - - - - - - - - 7/8
OF EIGHT INOH PIPE - - - 3/4
OF SIX INOH PIPE - - - - - - - - 5/8
REINFORCED CONCRETE PIPE.
-,_._.,.,-
INOHES
INCHES
INCHES
INOHES
INCHES
INCHES
INCHES
INCHES
INCH
INOH
INCH
INCH
Reinforced concrete pipe sha.ll be constructed of Portland
cement concrete reinforced with steel wire mesh fabric and shall
be roB.de in sections not less than four (4) feet in length and so
formed that when the sections are lE\id together and joints filled
wi th mortar they shall make a cant inuous and. uniform line of
pipe. All pipe shall be marked with the date of their manufac-
ture, and no pipe shall be lcdd that is not at least fourteen
(14) days old.
All reinforced concrete pipe shall be reinforced with
two (2) layers, rings or ca.ges of steel wires mesh fabric placed
concentrio '!ii th ea,ch other, one layer being near the inside sur-
face of the pipe and. one layer near the outside surface of the
pipe. Said layers of reinforcement shall in all cases be com-
pletely enca.sed in the concrete and shall be so placed that the
main steel wires shall be not less than three-fourths (3/4) of
an inch Dor more than one and one-fourth (1-1/4) inches from the
inner or outer surface of the pipe as the case may be.
The wall thickness of the pipe and the cross-sectional
area in square inches of the main steel wires in each layer,
ring or cage of reinforcement per lineal foot of pipe wall,
shall be" not less than as s110wn in the following table, it being
understood that in computigg the area of the IDa,in steel wires the
cross-sectional area of only such wires as lie in planes normal
to the axis of the pipe shall be included:
Internal diameter
of pipe in inches
Wa.,ll thickness of
pipe in inches
Cross-sectional area
of main steel wires of
each layer per lineal
foot of pipe wall in
square inches
42
48
60
4-1/2
5
6
.216
.234
.252
In a,ddition to the ma.in steel wires above specified to
be placed in planes normal to the axis of tne pipe, each la,yer,
ring or cage of wire mesh reinforcing fabric shall contain lon-
gitudinal wires running parallel to the axis of the pipe spaced
at intervals of not more than eight (8) inches. Said longitudinal
wires shall be placed adjacent to the main steel wires and firmly
welded to the Same at each intersection. Said longitudinal wires
shall be of such area and diameter as to permit of ready welding
to the main steel wires without resulting in imperfect welds or
defects of any kind and in no case shall any such longitudinal
wire have a diameter of less than 0.1483 inch. All steel wire
used in such steel wire mesh fabric shall consist of cold dra.vm
steel wire having an elastic limit of not less than fifty-five
thousand (55,000) lbs. per square inch.
Main steel wires shall be spaced at unifarm intervals
of not less than three (3) inches nor more than six (6) inches.
Each layer of reinforcement shall be rolled or otherwise formed
in such a manner that the main steel wires lie in a tr~e cylinder.
The main steel wires shall be lapped at least eight (8) inches
and rigidly wired or welded together with two ties or welds for
each main wire. The layers shall be so for,ned and the main steel
wires so spaced tha.t the main steel wires lying near the ends of
the pipe shall be not less than one (1) inch nor more than two
(2) inches from the extreme ends of the pipe.
Forms Shall consist of iron or steel bottom and top rings
and steel plates rolled to a true circle. The latter shall be
reinforced, if necessary, to prevent idstortion while the con-
crete is being placed. Forms shall not be removed from the pipe
before the concrete he,s attained sufficient set. Joints between
plates ...11 be tight to prevent leakage of concrete, and the
plates shs.ll be locked together in such a ma.nner that the joint
will be smooth and without offset.
Concrete used in the construction of concrete pipe shall
consist of the following mixture:
1 part of Portland. cement
2 parts of sand
3 parts of crushed stone or coarse
gravel
All concrete shall be mixed in a batch mixer until the
concrete is uniform color and of proper consistency. The minimum
amount of water shall be used which will make a workable mix.
JOINTS.
Joints shall be of the bell and spigot type. Recesses
which shall be not less than three-qua,rters (3/4) of an inch
in width, shall be provided for in the entire length of the
joint, which recesses are to be filled with mortar after the
pipe is laid. Pipe shall be so fitted together and matched that
when laid, a smooth and uniform invert will be obtained. The
joints shall be of such a design that when cemented they will
reduce leakage and infiltration to a minimum as well as to pre-
vent appreciable irregularity in the flow line of the sewer.
FINE AGGREGAT]~.
All fine aggregate or sand herein provided to be used
shall consist of quartz paxt icles or other equally hard ma.terials
graded from fine to coarse, with the coa.rse particles predominat-
ing. Said fine aggregate when dried, shall pass a screen having
four (4) meshes Der lineal inch. Not more than twenty-five per
cent (25%) shall pass a sieve having fifty (50) meshes per lineal
inch and not mOI'e than five (5%) per cent shaJl pass a sieve
having one hundred (100) meshes per lineal inch. Said fine
aggregate Shall contain no vegetable or other deleterious matter,
or more then three per cent (3%) by weight of clay or loam.
COARSE AGGREg~
Ooarse aggTegate herein provided to be used shall consist
of clean, ba.rel, tough, durable crushed rock or pebbles, graded in
size, free from vegetable or other deleterious matter, and shall
contain no soft, flat or elongated pieces. The size of sa,id
crushed rock or pebbles shall be such as to Dass a two and one-
half (2-1/Z) inch round opening and shall range down so tha,t no
more than five per cent (5%) shall pass a scrwwn having four (4)
meshes per lineal inch, and so that no intermediate sizes shall
be removed, except that coarse aggregate for concrete pipe shall
all p~ss through a one (1) inch round opening and shall range
down so tnat no more than five per cent (5%) shall pass a screen
having four (4) meshes per lineal inch and no intermediate sizes
shall be removed.
PORTLAND CEY..ENT.
All Portland cement used in this improvement shall be
sound and of the best quality and shall be of a fineness such
that ninety-two per cent (92%) will pass through a sieve having
one hundred (100) meshes per lineal inch. Briquettes made of a
mortar composed of one (1) part of said Portland cement and
.
three (3) parts of Torpedo sand exposed to the air for one (1)
day and emersed in water for six (6) days shall have an ultimate
tensile strength of two hundred (200) pounds per square inch.
MORTAR.
The mortar used in this improvement, shall be composed of
one (1) part of Portland cement and two (2) parts of Torpedo
sand.
CONCRETE CRADLE.
The lower half of all sewers hereinbefore provided to be
constructed with reinforced concrete pipe shall be bedded in a
concrete cradle. Said concrete cradle shall be so cnstructed
that a plane normal to tne axis of said pipe shall cut the outer
surfaces of said concrete cradle in the following described lines.
The bottom of the crarlle shall be a horizontal line six (6)
inches below the lowest point of the outer circumference of the
body of the pipe and shall be of a width equal to the internal
diameter of the pipe. The mid-point of said line shall be co-
incident with the vertical centerline of the pi~e. The top line
of the cradle shall be a horizontal line passing through the
centerline of the pipe and extending to a point six (6) inches
beyond the outer circu~Jerence of the body of the pipe on each
side of each pipe.
The side lir:.es of the cradle shall be straight lines con-
necting the upper end laroeI' extremities as above described and
lying on each side of the vertical centerline of said pipe.
Vitrified tile pipe sewers shall be bedded in a concrete
cradle at the locations hereinafter described. Sa,id concrete
cradle shall be so constructed the-It a plane normal to the axis
of said pipe shall cut the outer surfaces of said concrete cradle
in the following described lines: The bottom of said concrete
cradle shall be a horizontal line four (4) inches below the low-
est pOint of the outer circumference of the body of the pipe and
the sides of said concrete cradle shall be vertical lines equi-
distant from the vertical centerline of the pipe and a distance
apart equa.l to four-tb.irds (4/3), of the inside diameter of the
pipe plus eight (8) inches. The top line of said concrete cradle
,
shall be a horizontal line parallel with the horizontal canter-
line of said pipe and a distance above said horizontal center-
line equal to one-fourth (1/4) of the internal diameter of said
p,ipe .
The concrete used in the construction of the concrete
cradle sha.ll be composed of one (1) part of portland cement,
three (3) parts of fine aggregate and five (5) parts of coarse
aggregate.
MANHO~ES .
Manholes located on sewers thirty-six (36) inches or less
in internal diameter shall be three (3) feet internal diameter
with concrete walls five (5) inches in thickness, concrete found-
ation eight (8) inches in thickness, lying directly below the
invert of the lowest sewer entering the manhole. The upper two
and one-half (2-1/2) feet of sa.id manholes on sewers thirty-six
(36) inches in internal diameter or less, shall be drawn in cone
shape to an int ernal diameter of two (2) feet at the top.
Manholes located on sewers over thirty-six (36) inches in
internal diameter shall have an interior diameter at the bottom
$qual.tt;j tbe~fulbfuiite:tnal'~;diamei'te~f'o:ltl.le':largest sewer on
which they are located, plus twelve (12) inches. Cormnencing at
the top of the outside of the largest sewer entering the manhole,
the manhole shall be drawn in cone-shape from an internal diameter
equal to the internal diameter of the largest sewer entering the
manhole plus twelve (12) inches, to an internal diameter of
two (2) feet at the top of said manhole. Said manholes shall
have concrete walls eight (8) inches in thickness and concrete
foundation eight (8) inches in thickness lying directly below
the invert of the lowest sewer entering the manhole.
The floors of all manholes shall be built of concrete
in tegral with the founde.tion, and manhole walls shall extend from
the top of the foundation to the horizontal plane passing through
the horizOntal centerline of the largest sewer entering the man-
tI
hole. All sewers entering a manhole shall terminate at the in-
side face of the manhole. Sewers entering a manhole below the top
of the floor of the manhole sha.ll be connected by means of chan-
nels formed in the floors of the manholes. Said channels shall
be formed so as to coincide with the lower ha.lf of the inside
of the pipes with which they connect at the points of connection
with said pipes, and said channels shall extend through the man-
hole so as to provide an open channel for the passage of sewer-
age and storm water through the manholes. That part of any chan-
nel lying above the centerline of a sewer shall have vertical
walls. All of said manholes shall be equipped with a cast iron
frame and cover, the combined weight of which shall be not less
than five hundred and forty (540) pounds. The topof said covers
shall be set at the elevation of the surface of the adjacent road-
way. Sa.id cover shall be similar and equal to the cover now in
place over a manhole at the intersection of Albert Street and
Evergreen Avenue in the Village of Mount Prospect, Illinois.
OATOHBASINS.
Said concrete catahbasins shall be cylindrical in shape,
of an internal diameter of four (4) feet, and seven (7) feet
deep, measuring from the top of the concrete walls to the top
of the floor of the catchbasin. The walls shall be of concrete
five (5) inches in thickness, the foundation or floor to be of
concrete and eight (8) inches in tnickness, and equal in diameter
to full external diameter of catchbasin. The upper two and one-
half (2-1/2) feet of the walls of the catchbasin shall be drawn
in cone-shape, from four (4) feet to two (2 ) feet in internal
diameter B.t tlle top, and upon said wall shall rest a cast iron
frame with perforated cover, the combined weight of which shall
be not less than three hundred and twenty (320) pounds. The top
of said cover shall be set at the elevation of the adjoining
ditch, or ground where no ditch exists. Bettd cover Shall be
similar and equal to the cover noW in place over catchbasin at
the southwest corner of Albert Street and Evergreen Avenue in the
Village of Mount Prospect, Illinois. Said catchbasins shall be
trapped with a half-trap of vitrified tile pipe of eight (8)
inches internal diameter and shall be connected with the nearest
manhole by means of vitrified tile pipe of eight (8) inches
internal diameter, laid on a straight grade with a rise from
said manhole of one (1) inch vertical to ten (10) feet horizontal
to said half-trap. Said half-trap shall be set So that the ele-
vation of the bottam of the half-trap within the catchbasin shall
be two (2) feet and six (6) inches above the floor of the catcb-
bas in.
The concrete for catchbasins and for manholes on sewers
thirty-six (36) inches or less in internal diameter, shall be
oomposed of one (1) part of Portland oement, two and one-half
(2-1/2) parts of fine aggregate and four (4) parts of coarse
aggregate.
The ooncrete for manholes on sewers over thirty-six (36)
inohes internal dia.meter shall be oomposed of one (1) part of
Portland oement, two (2) parts of fine aggregate and three (3)
parts of coarse aggregate.
All concrete shall be mixed in a batch mixer until the
ooncrete is a uniform color and of proper cons1svency. The
minimum amount of water shall be used which will make a workable
mix.
SLANTS AND T BRANCHES.
One house oonnection slant or T branch of vitrified tile
pipe of eight (8) inches internal diameter shall be plaoed in the
side of said sewers opposite each lot, parcel and piece of land
in said Village having not to exceed fifty (50) feet abutting
upon said sewers, except street and alleys, provided that wher-
ever such lot, parcel or piece of land has a greater frontage
than fifty (50) feet an additional house connection slant shall
be constructed for each additional fifty (50) feet of frontage
or fractional part thereof, exoept opposite railroad property.
All unconneoted slants, branohes and sewer pipe shall be
sealed with vitrified tile disks three-quarters (3/4) of an inch
in thickness and of the same width as the exterior diameter of
the pipe they are to close, said disks being oemented in with
mortar as herein described for other joints in said tile pipe.
CAST IRON COVERS.
All cast iron covers herein provided for shall be of
tough, gray, iron free from blow holes, cinder spots or cold
shuts. The ultimate tensile strength of the roof shall be not
less than sixteen thousand (16,000) pounds per square inch, and
all meh cast iron covers after casting and before cooling shall
receive a thorough co~t of asphaltic paint.
EXCAVATION.
The necessary excavation shall be made for the purpose of
constructing all pa.rts of the improvement to the depth necessary
to secure the required grades, elevations and locations. All
open trenches for pipe, except as otherwise provided, shall be
excavated to a width at the bottom of not less than twelve (12)
inches greater than the outside diameter of the pipe to be laid
therein. The trench shaJ.l be so excava.ted as not to cause any
abrupt change in the grade or line of the pipe, and shall be
such as to allow each section of pipe a full bearing along its
entire length. Undernea.th the bell of the pipe, the earth or
rock shall be cupped in such a manner so that the bearing shall
not be at the joints. All trenches and special construction work
must be kept free from water until the joining materials and
other fresh concrete work has been sufficiently hardened to pre-
vent injury from flowing water. All trenches shall be thoroughly
braced for the protection of the work and all such bracing shall
be removed as the work progresses in such manner as to prevent
caving or any damage to the work. The bracing shall be left in
place only when necessary to protect the work, the pipe or ad-
j acent property.
LAYING.
Sections of pipe shall be laid with the spigot end toward
the outlet and the sections shall be tightly fitted together.
The bottom of the trench shall be shaped to conform to the outer
surface of the pipe.
BACKF'IJ;~!.N~
After laying of said pipe, the trenches shall be back-
filled. The material used in backfilling the trench around the
pipe and to a depth of twelve (12) inches over the top of it shall
be free from large stone. The backfilling shall be tamped in six
(S) inch layers up to twelve (12) inches above the top of the pipe.
The perpetual right, privilege and authority to construct,
operate, repair) :1'.' anew and. maintain sewer or sewers shall be ac-
quired by condemnation in, under, through and along the following
described strip of land.
That part of the south sixty (SO) feet of the
north six hundred and ninety (690) feet of the South-
east quarter (SE-l/4) of Section thirty-four (34),
Township Forty-two (~2) North, He,nge Eleven (11) East
of the Third Principal Meridian, lying between a line
parallel to and 220.04 feet east of the west line of
llaple Street and a line parallel to and eleven hundred
and fifty-one and one-half (1151-1/2) feet east of the
west line of Maple Street in Village of Mt.Prospect,
Cook County, Illinois, secept insofar as said right,
privilege and authority is now held by. the Village of
Mount Prospect.
The entire i~provement and all appurtenances thereto
shall be constructed and laid in a good and workmanlike manner
and under the supervision of the Board of Local Improvements of
the Village of Mount Prospect and in accordance with this
Ordinance.
SEOTION 2. That the recommendation of the Board of Local
Improvements of the Village of Mount Prospect providing for said
improvement, together with the estimate of the cost thereof
,
made by the President of said Board, both hereto attached, be
and the same are hereby approved.
SEOTIOll 3. That sa.id improvement shall be made and the
whole cost thereof be paid for by special assessment in accord-
ance with an act of the General Assembly of the State of Illinois,
entitled) "An Act Concerning Local Improvements", approved June
14, A.D. 1897, and the amendments thereto.
SECTION 4. That the aggregate amount assessed and each
individual assessment and also the assessment agains t the muni-
cipality on account of property owned by the municipality and for
public benefit, shall be divided into ten (10) installments in
the manner provided by the statute in sucp case made and provided
and each of said installments shall bear interest at the rate of
six percent (6%) per annum, according to law, until paid.
SEOTION 5. And for the purpose of anticipating the co~lec-
tion of the second and succeeding installments of said assessment
for said improvement, bonds shall be issued payable out of said
installments, bearing interest at the rate of six percent (6~)
per annum, payable annually, and signed by the President of said
Village and attested by the Village Olerk, under the corporate
seal of said Village. Said bondB shall be issued in accordance
with and shall in all respects conform to the provisions of an
act of the General Assembly of the State of Illinois entitled:
II An Act Concerning Local Improvements", approved June 14, 1897,
and amendments thereto.
SEOTION 6. That the sum of SEVEN THOUSAND SIX HUNDRED
AND FIFTY ($7,650.00) DOLLARS of the amount of said assessment
shall be applied toward the payment of the cost of making and
collecting said assessment as is by law provided.
SECTION 7. That upon the passage and approval of this
ordinance the President of said Village be and he is hereby
directed to file a petition in the County Court of Cook County,
Illinois, in the name of the Village of Mo~nt~rosp.~t , pray-
ing that steps may be taken to levy a special assessment for
said improvement in accordance with the provisions of this
ordinance and in the manner prescribed by law.
SECTION 8. This ordinance shall be in full force and
effect from and after its passage and approval.
Passed this 7th day of January, A. D. 1930.
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Villa.ge Clerk.
Lr-
Approved this 7th day of January, A.D. 1930.
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' 'bvr-'~'U;e-'~'7 ,r:;~ .?t/.
. President.
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To The President and Board of Trustees
of the Villa.ge of Mount Prospect,
County of Cook and State of Illinois.
Gentlemen:
We herewith submit an ordinance for the constructing and
laying of a connected system of storm water sewers, including
manholes, catchbasins, catchbasin connections, hosse connections
and all necensBry appurt enances, in Isabella Street and other
streets and avenues in the Village of Mount Prospect, County of
Cook and State of Il1inois, all as more fully described in said
draft of ordinance; together with an estimate of the cost of
said proposed improvement (exclusive of the cost of tight: of ':a.s~
to be acquired), including all labor, ma.terial and other lawful
expenses attending the same, together with six per cent of the
cost to be a,pplied toward the cost of making and collecting the
ltSSessment theI' efor a.nd such other costs a.s is by law provided;
and we hereby recommend the passage of said ordinance and the
January, A.D. 1930.
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making of the improvement described therein.
Dated, Mount Prospect, Illinois, this 7th day of
To The Board of Local Improvements
of the Village of Mount Prospect,
And to the President and Board of
Trustees of said Village.
Gentlemen:
The Board of Local Improvements of said Villa.ge having
adopted a resolution providing for the constructing and laying
of a connected system of storm water sewers, including necessary
manholest catchbasins, catchbasin connections, house connections,
and all necessary appurtenances, to be constructed and laid in
said Village of Yount Prospect as follows:
Along the centerline of ISABELLA STREET and said
centerline extended from the west from and properly
connected with the westerly terminus of the existing
sixty (60) inch sewer at the existing manhole located
at the intersection of a line para.llel with and eleven
hundred fifty-one ani f~ve-tenth8 (1151.5) feet distant
east of the west line of Maple Streett and the centerline,
extended from the west of Isabella Street, to the center-
line of Elmhurst Road;
Said sewer shall be of sixty (60) inches internal
diameter from its easterly terminus to a point three hun-
dred and eighty (380) feet easterly of the centerline of
Maple Street and thence of forty-eight (48) inches internal
diameter to the centerline of Manle Street and thence of
forty-two (42) inches internal diameter to the centerline
of Pine Street and thence of thirty-six (36) inches inter-
nal diameter to the westerly terminus of said sewer;
Along the centerline of ~~ ReAD. from the
centerline of Gregory Street to a line parallel with and
sixty-five (65) feet distant northerly of the centerline
of Henry Street extended from the west;
Said sewer shall be of thirty ~30) inches interne.l
diameter from its northerly terminus to the centerline of
Isabella Street and thence of thirty-three (33) inches
internal diameter to the centerline of Thayer Street and
thence of twenty-seven (27) inches internal diameter to a
line parallel with and three hundred (300) feet distant
south of the centerline of Thayer street and thence of
twenty -four (24) inches internal diameter to the soutb-
erly terminus of said sewer;
Along the centerline of RUSSELL STREET from the
centerline of Gregory street to the centerline of Thayer
Street and thence along the centerline of Russell Street
extended from the north to a line parallel with and three
hundred and sixty (360) feet distant south of the center-
line of Thayer Street and thence along a straight line
to a point at the intersection of the northerly street
line of Henry Street extended from the east and a line
parallel with and four hundred and thirty l430) feet
distant west of the west line extended of that part of
Wille Street lying north of Henry Street;
Said sewer shall be of eighteen (18) inches internal
diameter from the northerly terminus to a line parallel
with and three hundred and thirty (330) feet distant north
of the centerline of Isabella Street and thence of twenty-
one (21) inches 1nternal diameter to the centerline of
Isabella Street and thence of fifteen (15) inches internal
diameter to the centerline of Thayer Street and thence of
twelve (12) inches internal diameter to the southerly
terminus of said sewer;
Along the centerline of PINE STREET from the cen-
terline of Gregory Street to a line para,llel with and
twenty (20) feet distant north of the north line of Henry
Street;
Said sewer shall be of eighteen (18) inches internal
diameter from its northerly terminus to a line parallel
with and three hundred and thirty (330) feet distant north
of the centerline of Isabella Street and thence of twenty-
one (21) inches internal diameter to the centerline of
Isabella Street and thence of eighteen (18) inches internal
diameter to a line para.llel with and three hundred and
thirty (330) feet distant south of the centerline of Isa-
bella Street and thence of fifteen (15) inches internal
diameter to the centerline of Thayer Street and thence of
twelve (12) inches internal diameter to the southerly
terminus of said sewer;
Along the centerline of WILLE STREET from a line
parallel with and fifty-five (55) feet distant south of
the south street line of Gregory Street to a line parallel
with and twenty (20) feet distant north of the north street
line of Henry street;
Said sewer shall be of twenty-one (21) inches
internal diameter from its northerly terminus to the
oenterline of Isabella Street and thence of eighteen (18)
inches internal diameter to a line parallel witp and three
hundred and thirty (330) feet distant south of the center-
line of Isabella Street, and thence of fifteen (15) inches
internal diameter to the centerline of Thayer Street and
thence of twelve (12) inches internal diameter to the
southerly terminus of said sewer;
Along a line parallel with and fifteen (15) feet
distant east of the west line of MAIN STREET from the
centerline of Gregory Street to a line parallel with
and twenty (20) feet distant north of the north line
of Henry Street;
Said sewer shall be of fifteen (15) inches internal
diameter from its northerly terminus to the centerline of
Thayer street and thence of twelve (12) inches i*ternal
diameter to the southerly terminus of said sewer;
Along a line parallel with and fifteen (15) feet
distant west of the east line of MAIN STREET from the cen-
terline of Gregory Street to a line parallel with and fif-
teen (15) feet distant north of Central Road;
Said sewer shall be of fifteen (15) inches internal
diameter from ita northerly terminus to the centerline of
Isabella Street and thence of twenty-one (21) inches in-
ternal dia.meter to a line parallel with and three hundred
and thirty (330) feet distant south of the centerline of
Isabella Street and thence of eighteen (18) inches internal
diameter to a line parallel with and three hundred and
thirty (330) feet distant south of the centerline of Thayer
Street and thence of fifteen (15) inches internal diameter
to the centerline of Henry Street and thence of twelve
(12) inches internal dia,meter to the southerly terminus
of said sewer;
Along the centerline of EMERSON STREET from the
centerline of Gregory Street to a line parallel with and
fifteen (15) feet distant north of the north line of
Centra.l Road;
Said sewer shall be of eighteen (18) inches internal
diameter from its northerly terminus to a line parallel
with and three hundred and thirty (330) feet distant north
of the oenterline of Isabella Street and thence of twenty-
one (21) inches internal diameter to the centerline of
Thayer Street and thence of eighteen (18) inches internal
diameter to the centerline of Henry Street and thence of
fifteen (15) inches internal diameter to a line parallel
with and three hundred (300) feet distant south of the
centerline of Henry Street and thence of twelve (12) inches
internal diameter to the southerly terminus of said sewer.
Along the centerline of KA~lE STREE! from the cen-
terline of Gregory Street to a line parallel with and
three hundred and thirty (330) feet distan~ south of the
centerline of Isabella Street and thence along a straight
line to a point at the intersection of the centerline of
Thayer Street and a line parallel with and twenty (20)
feet distant east of the west line of Maple Street, and
thence along the last above described parallel line to a
line parallel with and three hundred and thirty (330) feet
distant south of the cent erline of Thayer street, and tte nf
along a straight line to a point at the intersection of
the centerline of Henry street and the centerline of Kapl(
Street;
Said sewer shall be of eighteen (18) inohes in-
ternal aia.meter from its nor therly terminus to a line
parallel with and three hundrid and thirty (330) feet
distant north of the centerline of Isabella Street and
thence of twenty-four (24) inches internal diameter to
the oenterline of Isabella Street and thenoe of twenty-
one (21) inohes internal diameter to the oenterline of
Thayer Street and thenoe of eighteen (18) inches internal
diameter to the southerly terminus of said sewer;
All in the Village of Mount Prospect, County of
Cook and State of Illinois;
I herewith submit an estimate of the cost of suoh improve-
ment (exclusive of the cost of right of way to be acquired), in-
cluding all labor and materials and other lawful expenses attend-
ing the sanJ€, and including also a Sum not to exceed six percent
of the estimated cost thereof to be applied toward the payment
of making and oollecting the assessment therefor and suoh other
lawful expenses as is by law provided, viz:
ESTIMATE
7218 lineal feet of vitrified tile pipe sewer
of six (6) inches internal diameter
at $1.10 per lineal foot
3440 lineal feet of vitrified tile pipe sewer
of twelve (12) inches internal diameter
at $1.50 per lineal foot
3900 lineal feet of vitrified tile pipe sewer
of fifteen (lS) inohes internal diameter
at $2.00 per lineal foot
3960 lineal feet of vitrified tile pipe sewer
of eighteen (18) inches internal diameter
at $2.50 per lineal foot
3210 lineal feet of vitrified tile pipe sewer
of twenty-one (21) inches internal diameter
at $3.00 per lineal foot
640 lineal feet of vitritl1ed tile pipe sewer
of twenty.-four (24) inches internal diam-
eter
a,t $4.40 per lineal foot
$7939.80
5160.00
7800.00
9900.00
9630.00
2816.00
300 lineal feet of vitrified tile pipe sewer
of twenty-seven (27) inches internal diameter
at $6.00 per lineal foot
660 lineal feet of vitrified tile pipe sewer
of thirty (30) inches internal diameter
at $7.00 per lineal foot
660 lineal feet of vitrified tile pipe sewer
of thirty-three inches internal diameter
at $8.00 per lineal foot
660 lineal feet of vitrified tile pi~ sewer
of thirty-six (36) inches internal diameter
at $9.00 per lineal foot
1420 lineal feet of reinforced Portland cement
concrete pipe sewer of forty-two (42)
inches internal diameter
at $12.50 per linE'E:.l fo,-,t
380 lineal feet of reinforced Portland cement
concrete pipe sewer of forty-eight (48)
inches internal diameter
at $14.00 per lineal foot
760 lineal feet of reinforced Portland cement
concrete pipe sewer of sixty (60) inches
internal diameter
at $17.50 per lineal foot
All the above prices for vitrified tile
pipe sewer and reinforced concrete pipe
sewer shall include the necessary ex-
oavation, fillin~ of joints with mortar
composed of one {I) part of Portland
cement,and two (2) parts of fine aggre-
gate, vitrified tee branches or slants and
disc stoppers, baokfilling and all labor
and materials necessary to install said
sewers complete in place, ready for use
in good and workmanlike manner, excepting
concrete cradle.
2400 lineal feet of Port1andcoement concrete
cradle for eighteen (18) inch sewer
at $1.67 per lineal foot
2650 lineal feet of Portland cement ooncrete
cradle for twenty-one (21) inoh sewer
at $1.82 per lineal foot
$1800.00
4020.00
5280.00
5940.00
$17,750.00
5,320.00
13,300.00
4,008.00
4,823.00
610 lineal feet of Portland cement concrete
cradle for twenty-four (24) inch sewer
at i2.28 per lineal foot
300 lineal feet of Portland cement concrete
cradle for twenty-seven (27) inch sewer
at $2.81 per lineal foot
52 Portland cement concrete manholes on
vitrified tile pipe sewers, including
cast iron cover and manhole foundation
$1,390.80
843.00
at $100.00 ecwh
5,200. 00
8 Portland cement concrete manholes set on
reinforced Portland cement concrete sewers
including cast iron cover and manhole
foundation
at $162.50 each
1,300.00
37 Portland cement concrete catchbasins,
including cast iron cover and half-trap
at $110.00 each
1146 lineal feet of eight (8) inch internal
diameter vitrified tile pipe for oatch-
basin connections
4,070.00
at $1.25 per lineal foot
ENGINEERING AND INSPECTION
TOT AL LABOR AND MATERIALS
1,432.50
7.2~~.9~
$ 127,540.00
Cost of making, levying and collecting
the assessment and all lawful expenses
attending the same, as provided by law,
not to exoeed six percent (6%)
7,650.00
$ 135,190.00
TOTAL ESTIMATED COST OF SAID PROPOSED IMPROVEMENT
,;?
resident of the Board f Local
Improvements, Village of Mount
Prespect, Illinois.
AND I HEREBY CERTIFY THAT, in my opinion, the above
estimate does not exceed the probable cost of the above desoribed
improvement and all other lawful expenses attending the same,
as provided by law.
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'.'oVvvrt?t--1P? "- ('~' ,"- I
P~esident of the Board 6.f Local
Improvements, Village of Mount
Prospect, Illinois.
Dated, Mount Prospect, Illinois,
lanuaxy 7, A. D. 1930.