HomeMy WebLinkAboutOrd SAO 53 02/10/1953
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AN ORDINANOE FOR THE IMPROVEMEN'l'
OF PART OF PINE STREET AND OTHER
STREETS WITHIN THE VILLAGE OF MOUNT
PROSPECT, COOK OOUN'!'Y, ILLINOIS, BY
GRADING ,CURBING AND PAVING ,ETC. ,
INOLUDING THE.. COST OF FURNISHING
ALL LABOR, EQUIPMENT AND MATERIALS.
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BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES
OF THE VILLAGE OF MOUNT PROSPEOT, COUNTY OF COOK AND STATE OF
ILLINOIS:
SECTION 1. That a local improvement shall be made
within the Village of Mount Prospeot, the nature, charaoter,
locality and description of which improvement is as follows:
That a connected system of streets be im-
proved by grading, curbing and paving and by oonstructing all
necessary storm sewers, drains, manholes and oatch basins~ltb~
gether with all necessary connections, adjustments and other
appurtenances, as follows:
That the roadway of Pine Street, from the South
line of H. Roy Berry & Co's~ 1st Addition to
o. astle Heiehts, being a subdivision of the si,
SE~, of NWt and the N. 95.02 feet of the Et of
the SW~, all in Sec. 34, Tp. 42 N., R. 11 E.
of the 3rd PlM. Cook Oounty, State of Illinois,
to a line 10 feet south of and parallel to the
center-line of Memory Lane (also known as Hill
street), and the roadways of all intersecting
streets between the curb lines and street lines
of said Pine Street extended, between said ter-
minii;
And the roadway of Gregory Street, from a line
131.73 feet West of the west street line of
Pine Street to a line 12 feet west of and par-
allel to the centerline of Wille Street, and
the roadways of all intersecting Streets Detween
the curb lines and street lines of said Gregory
Street extended, between said terminii;
On each side of the roadways to be improved,
except on the east side of Pine Street where
there exists a concrete curb and gutter, there
shall be constructed a Portland cement concrete
combined ourb and gutter, except across the road-
ways of intersecting streets to be improved as
herein provided. The baok of the curb shall be
vertical, three (31 inches in height above the
gutter line, and nine (9) inches in depth below
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the gutter line. The top face shall be construo-
ted at right angles to the back of the ourb, and
shall be one and five eights (1 5/8) inches wide.
The back edge of the curb shall be rounded to an
arc of a oirole having a radius of three-quarters
(3/4) of an inch, tangent to the top face of the
curb and back edge of the curb. The roadway face
of the curb shall be in the form of a reversed ver-
tical curve oonnecting the top face of the curb,
with the upper surfaoe of the gutter flag, with
two (2) arcs of a oircle having radii of four (4)
inches. The width of ourb from gutter line to
back of curb shall be eight (8) inches. The
gutter flag shall be tne (10) inches in width and
nine (9) inches in the thickness, and shall be
laid with a rising incline toward the center of
the roadway of one-quarter (1/4) of an inch.
Concrete tor the combined curb and gutter shall
be composed of one (l) part Portland oement, two
(2) parts of sand, and three and one-half (3 1/2)
parts of crushed stone.
Sand when dried shall pass a screen having four
(4) meshes per lineal inch, and not more than
fiye (5) per cent shall pass through a sieve
having one hundred (100) meshes per lineal inch.
These ingredients shall be mixed in a batch mixer,
and the mixing shall continue until the same are
uniformly distributed and the concrete is uniform
in color and homogeneous and sufficient water shall
be added so as to produce concrete whieh can be
spread into position with a template, but the
amount of water used shall not be suffioient to
cause a separation of the coarse aggregate from the
mortar in handling the concrete, and said oonerete
shall be of a consistency such that the mortar will
flush to the surface under light tamping. The mix-
ing of said concrete shall oontinue in the drum of
the mixer not less than one (l) minute, and the
drum shall be completely emptied before receiving
material for the succeeding batch. The drum shall
revolve at a rate of speed not less than twelve
(12) revolutions per minute.
The method of measuring the materials for concrete,
'including water, shall be one which shall insure
uniform proportion of each of the materials at all
times.
Crushed stone shall be such as'to pass a one and
one-half (l 1/2) inch opening, and no more than
five (5) per eent shall pass a screen having four
(~) meshes per lineal inch.
Where the curb lines of one street to be improved
intersect the curb lines of intersecting or ter-
minal streets, sai4 intersecting curb lines shall
be joined by the arc of a circle having a radius
ot 16 teet, measured to the roadway edge of the
gutter.
The pavement shall oonsist of a bituminous macadam
surface course of erushel stone, stone chips, and
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asphalt cement, of a compacted thickness of 2
inches, constructe4 on the existing stone macadam
base course.
The existing macadam base course shall be soari-
fied and reshaped to produce a crown of circular
arc, being )k inches lower tllaa t he cent er-line
at the junction with the edges of the gutter. All
ruts, holes, and soft yielding areas shall be
patched with moist crushed stone, well graded from
coarse to fine, and the entire roadway shall then
be rolled with a roller weighing not less th,n 10
~ons.
~he bituminous macadam surface course shall be
oonstructed upon the reconditioned base course,
by spreading, rOlling and compacting thereon, to
a com,aoted thickness of 2 inches, a combination
of crushed stone, st0ne Chips, and hot asphalt
cement applied at high pressure.
Maximum size of crushed stone fragments used for
the construction of the bituminous macadam surface
course shall be such as to pass a Ii inoh square
openillg.
Asphalt cement fer the bituminous aacadam surfaoe
oourse ,shall De petrOleum asphalt cement, and ahall
be applied at a total rate of not less tllan 2 gal-
lons per square yart of pavement surface.
~he width of the roadways to be improved shall be
26 feet, measured aetween and from back of ourb
to back of curb, 1) feet on either side of the
centerline of the streets herein described.
~8-inch diameter oateh Basins with cast iron frames
and grates shall be constBuotei in the east and west
gutter lines af Pine Street 102 feet north of the
north property l~ne of Gregory Street, and in the
gutter lines at the nerthwest and southwest corners
ot the interseotion of Gregory street and Wille
Street.
Said catoh basins shall be connected to existing
adjacent storm sewers BY means of eight inoh diameter
clay sewer pipe. The trenches tor the sewer pipe
shall De 'baokfilled with sand or stene screenings.
'l'lle base course of the pavement over the oonnections
to the proposed catch Dasins at the intersection
of Wille Street and Gregory Street shall be replaced
with. crushed stone aacadam of a total ceIpaeted
thickness of 8 inches, constructed in two layers ot
equal thiokness. The crushed stone shall De evenly
graded trom coarse to fine, and the largest particle
shall pass a Ii inch square opening. The crushed
stone shall be thoroughly compacted with pneumatic
tampers. A bituminous macadam surface oourse as
herein before described shall be constructed upon
the completed base course.
SECTION 2. That the recommendation of the Board of
Local Improvements ot said Village of Mount Prospect, providing
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tor said improvements" tOlether with the estimate of tke cost
thereof as prepared my the Village Engineers and .ade my the
President of the Board of Local Improvements and submitted to
the President and Board of Trustees, moth hereto attaohed, be
and the same are hereby approved.
SECTION 3. That said improvement shall be made and the
whole cost thereof, inCluding the sum of Seven Hundred Forty-one
Dollars and Nine four cents (.741.94), being the amount included
in the said estimate of said President of the Beard of Local
Improvements hereto attached, to apply on the cost of making,
levyiag and COllecting the assessment herein, as provided by
law, to be paid for by a speoial assessment, in accordance with
an Aot of the General Assembly of the State of Illihois entitled:
ftAn Act Concerning Cities and Villages and Incorporated Towns
and to Repeal Certain Acts herei. Named, Approved August 15,
1941 and Effective January'-l, 1942," together with all amenda-
tory acts thereof (exoept Seotions 84.1-2 to 84.1-49).
SECTION 4. That the aggregate amount herein ordered
to De assesset and also the assessment on each lot and parcel
of land and any assessment that may be made for public Denefit,
shall be divided into ten (10) annual installments, in the
manner provided by the Statute 1n such casei~made and provided,
and each of said installments shall bear interest at the rate
of six per cent (6%) per annum, acoording to law, until paid.
SECTION 5. For the purpose of. anticipating the co-
llection of the second and subsequent installments of said
assessment for said jmprovements, bonds shall be issued payable
out of said installments, bearing interest at the rate of six
per cent (6%) per annum, payable annually, signed DY the Pres-
ident and attested by the Clerk of said Village of Mount Pros-
pect under the corporate seal thereof, said bonds shall be
issued in acoordance with, and shall in all respects conform to
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the provisions of the Act of the General Assembly of the state
of Illinois, entitled: -An Act Ooncerning Cities and Villages
, and Incorporated Towns and To Repeal Oertain Acts Herein Named,
Approved August 15, 1941 and Effective January 1, 1942-, to-
gether with all ameadatory acts thereof (except Sections 84.
1-1 to 84. 1-39)
SECTION 6. That upon the passage and approval of. this
Ordinance, the Village Attorney of said Village, be and he is
hereby directed to file a petition in the Gounty Court of Oook
County, Illinois"in the name of the Village of Mount Prospect.
praying that steps may be taken to levy a special assessment
for said improTements, in accordance with the provisions of
this Ordinance and in the manner provided by law.
SECTION..? That all Ordinances and parts of Ordinances
conflicting with this Ordinance 8e and the same are hereby re-
pealed insofar as they confli~t herewith.
SECTION 8. This Ordinance shall be in full torce and
ettect from and atter its passage and approval by the President
ot said Village.
PASSED by the Board of Trustees of tae Village
of Mount lrospect this . / 0 ~ day of ~f:tl.(~/{, j~:5.3
C 1 er k
APPROVED thi s /095 day
~.b'YQYY
of J."~1a1f, A.D. i'5~.... /953
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President
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FMO*CEL
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8/5/52
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RECOMMENDATION AND ESTIMATE OF
COST FOR THE IMPROvPEN'l' ,0'
PINE STREET and OTHER STREETS
WITHIN' 'I'EE VILLAGE OF MOuirI'
PROSPECT , 'COOK COUNTY , 'ILLINOIS
To the President ant
Board of Trustees of the
Village of Mount Prospect,
Illinois.
Gentlemen:
We herewith submit aa Ordinanoe for the improvement
of Pine Street and other streets within the Village of Mount
Prospect ,Cook County, Il11noi s, by grading, curDing a11(1 paving
and BY constructing all necessary storm sewers, drains, man-
holes and catch Basins, together with all necessary connec-
tions, adjustments and other appurtenances, together with an
Estimate of the cost of said improvements, including a sum
not to exceed six per cent (6~) of said estimated oost to be
applied towards the making and oollecting the assessment as
is by law provided, and reoommend the passage of said Ordinance
and the making of said improvement oontemplated therein.
Respeotfully submitted this 5th day of August, 1952.
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8/4/52
FMO*C}E~
ESTIMATE OF COST
Mount Prospect, Illinois
July 2?, 1952
To the Board of Local Improvements,
Mount Prospeot, Illinois.
Gentlemen:
I herewith submit an estimate of the oost of improving a
oonneoted system of Streets in part of Pine Street and other
streets within the Tillage of Mount Prospeot by grading, curbing
and paving and by oonstruoting all necessary storm sewers,
drains, manholes and oatoh basins, together witp all neoessary
conneotions adjustments and other appurtenances; inoluding
cost of furnishing all labor and materials and including a
sum not to exoeed six per cent (6~) of the estimated cost thereof
to be applied toward the eost of making and oolleoting the assess-
ment therefor, as is by law provided, as follows:'
2850 square yards of scarifying, reshaping
and patohing existing stone maoadam ba.e
course, including all labor and materials,
@ $0.50 per square ,ant
1375 lineal feet ot Portland cement eoncrete
c0mbi.1le4 curb a.1ld gutter, includiag the ex-
oavation therefor a.1ld the disposal of any
exoess exoavated material~ c0mplete in place,
inoludi ag all labor and materials,
@ .3.00 per lineal foot
. 1,425.00
4,125.00
4 Catoh Basins with cast iron frame and grate
including exoavation and all labor and materials
complete in plaoe,
@ . 240.00 eaoh
80 lineal feet of 8 inoh clay sewer pipe con-
nections, inoluding ezoavation, disposal of
exoavated .aterial furniShing and plaoing of
sand or secreeings baokfill, and all labor and
materials, complete in plaoe,
@ .5.00 per lineal foot
960.00
400.00
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20 square yards of stone maoadam pavement base
oourse OYer trenohes, inCluding all labor and
materials, complete in place,
@ $5.00 per square yard
2 Manholes or Valve Vaults adjusted to grade,
@ $35.00 each
2870 square yands of Bituminous Macadam Surface
Cours., 2 iaches compacted thickness, iaQluding
all labor and materials, eom,lete in place,
@ 11.45 per square yard
ENGINEERING AND INSPECTION
100.00
70.00
4,161.50
1,124.15
TOTAL LABOR AND MATERIALS
. 12,365.65
Cost of making, levying and collecting the
assess.ent, and all lawful expense attend-
ing the .... as provided by law, not to exceed
six (0) per cent
741.94
TOTAL ESTIMATED COST OF IMPROVEMENT...... 13,107.59
I hereby certify that, in my opinion, the above estimate
does not exceed the probable cost of the said improvement
and all lawful costs attending the same as provided by law.
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President, -Board of Local ImProvements
Village of Mount Prospect
Cook Oo,~~y, Illinois
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