HomeMy WebLinkAboutOrd 1100 10/19/1965
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AN ORD:NANCE
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PROVIDING FOR Ti:-IE MAKING 0::<' A LOCAL
rnPROVEMEl\J""T IN A1.TD FOR THE VILLAGE
OF MOUN""T PROSPECT, COOK COUNTY, ILLINOIS
BE IT ORDAINED BY the President and Board of Trustees
of the Villase of Mount Prospect, Cook County, Illinois:
S3CTION 1: That a local ~-;-,-,?rovement shall b.:;: made in
the Village of Mount Prospect, Cook County, 'Illinois, the nature,
character, locality and description of wh~cn improvement is as
follows:
""
".
That the public streeh in the Village of Mount Pro.pect, Cook County,
nUnoia, at the locations as hereinafter eet forth, be improved by constructing
Portland Cement concrete sidewalks, together with all nece..ary adjultments
and appurtenant con.truction,
Sidewalks are to be installed in the street at the following described
locaUon. :
Centra 1 Road
In the north side of Central Road from a point one thousand and for"y
(1,040) feet east of the ea.t line of Arthur Avenue to a point two hundred fifty
(250) leet west of the weat line of Kenilworth Avenue, and
In the north .ide of Central Road frorr. the northea.terly curb of the
pavement in Rand Road to the westerly curb of the pavement in Westgate Road;
(except the intervals where commerical driveways are exhting).
Pine Street
In the east tide oi Pine Street from the exilting sidewalk in the south
half 01 Central Road to A point one hundred and thirty-nine (139) feet south
.
thereot; and
In the ea8t side of Pine Street irom a point three hundred and sixty-seven
(367) feet south of the south line of Central Road to the exhting sidewalk in
Northwe.t Hijhway, a diBtance of one h1.mdred fifty-five (155) feet; and
-1 -
In the west aide of Pine Street from the existing sidewalk in the south
half of Central Road to a point seventy- six (76) feet south thereof; and
In the west side of Pine Street from a point two hundred seventy-nine
(279) feet south of the south line of Central Road to the existing sidewalk in
Northwest Highway, a distance of one hundred eighty (180) ieet,
Maple Street
In the welt side of Maple Street from the existing pavement in Pro.pect
Avenue to the existing sidewalk four hundred fifty-two (452) feet south of the
south line of Pro.pect Avenue;
Elmhurst Avenue
In the west side of Elmhurst Avenue from the south line of Elmhurst
Road to the existing alley entrance pavement at a point one hundred (100) .feet
south thereof.
-2-
The Portland Cement concrete sidewalks ehall be five (5) feet in
width and five (5) inchds thickn and shall be constructed at the locations
8hown on the drawings attached hereto.
The forms for the sidewalks shall be BO set that the slab will have
a fall of one (1) inch vertical to four (4) feet horizontal from the edge
nearest the property line toward the edge farthest from the property line,
A l!Iubgrade shall be prepared by excavating or filling, as the case
may be, so that the top surface of the sidewalk to be constructed at the
edge nearest the property line will be at the established grade. A cuehio,(l
of sand two (2) inches in thickness shall be placed under all sidewalk and
firmly rolled or tamped to maximum practical compaction.
Upon said sand c..l,.:;hion thi're shall be placed Portland Cement concrete
of a mixture of or..e (1) ;?art Portland Cement, two (2) parts of line aggregate,
and three and one -half (3-1/2) parts of coarse aggregate mixed as herein-
after speciiied for concrete for sidewalk. Said fine and coarse aggregate
are to be the same as hereinafter specified,
The concrete shall be placed in successive batches for the entire
width of the slab, struck of{ one-half (1/2) inch higher than the finished slab,
tamped until all voids are removed and free mortar appears on the surface,
thoroughly spaded along the edges, struck off to thE. true gradfl, and floated
and troweled to a true and even surface. After tamping, floating and
trowelling, the depth of the mixture shall be five (5) inches. Upon completion,
walk shall be brushed to produce a roughened or non- skid surface.
-3-
Joint filler Ehall be premoulded strips of asphaltic felt one-half
(1/2) inch thick and as wide as the thickness of the concrete s lab. It shall
have .uch a consistency that it wi'tl not run in summer or chip out in winter.
Forms shall be of lumber two (2) inches thick or of steel of equal
strength.
They shall be held rigidly in place by stakes or brace. with top
edges a.t true line and grade. Ends of adjoining forms shall be flush,
A template, re sting upon the side form. and having the lower edge
at the exact elevation of the subgrade, shall be drawn along the forms
before any concrete i8 laid. Any hi~h place in the subgrade shall be
removed so that the temp.late will pass over without being raised of{ the side
forms or being tipped at an angle to the crosswalk surface.
The sand cuehion shall be damp when concrete is placed upon it.
The walk ehall be divided into separate retangular slab!!! by marking
with edging tools at five (5) foot intervals. No concrete slab shall be
longer than six (6) feet or less than four (4) feet 011 anyone side.
The surface edges and side edges of each slab shall be rounded to
a radius of about one-fourth (1/4) inch.
Expansion joints .hall extend from one-quarter (1/4) inch below the
surface of the walk to the subgrade, be truly at right angles to the sidewalk
surface, and be made by putting the joint filler, hereinbefore specified, in
place beiore placing the concrete. Such expension jointl shall be placed
as follows:
At or near all places where the sidewalks intersect a curb line or
other .idewalk or existing concrete driveways, a one (1) inch expansion joint
compo.ed of two (2) thicknesses of one -half (1/2) inch joint filler shall be
made at right angles to the centerline of the walk; and at a distance oi
-4-
approximate ly each fiity(50) feet between terminals of a continuous portion
of the sidewalk a one-half (1/2) inch expansion joint composed of one-half
(1/2) inch joint filler shall be place\.i at right angles to the centerline of the
walk.
The cement used in the construction of the Portland Cement concrete
to be ufled in this improvement shall be of the belt quality of Portland
cement resulting from the calcination to incipient fusion of an intimate
mixture of properly proportioned ar gillaceoUI and calcareous materials
and to which no additions greater than three percent (30/8) have been made
.ubsequent to calcination. The resultant clinker .hall be 80 ground as to
produce a cement so fine that at least seventy-eight percent (78%) of the
volume will pasl through a sieve having forty thousand (40, 000) ml~8he8 to
the square inch and be so seasoned as to produce an initial set in not less
than iorty-five (45) minutes.
Fine aggregate shall consist of sand having clean, hard, durable,
uncoated grains, free from deleterious substances. One hundred per cent
(100%) .hall pass a one-fourth (l /4) inch Icreen and ninety-five percent
(95%) shall be retained on a 100 mesh screen. Not more than twenty percent
(20%) shall pass a fifty (50) mesh screen. It shall be well graded from
coarse to fine, and shall not contain more than five percent (5'-') by weight
of clay or loam, none of which shall be in lumps.
When the aggregate is mixed with Portland cement in the proportions
of one (1) part cement to two (2) part. fine aggregate by weight, according
to the standard method of making briquettes, the resulting mortar at the
age of 7 and 28 day. shall have a tensile strength at least equal to that
developed in the same time by mortar of the proportions and consistency,
made of the same cement and standard Ottawa sand.
-5-
Coarse aggregate may be broken stone or gravel. The broken stone
or gravel shall be clean, hard, durable rock. It shall contain no organic
or other deleterious matter and Bball be free from soft, thin, elongated or
laminated pie ce s.
One hundred precent (100%) of the coarse aggregate shall pass a one
and one -half (1-1/2) inch screen, and at least ninety-five percent (95%)
shall be retained on a one-fourth (1/4) inch screen, with all intermediate
sizes retained.
These ingredients shall be mixed in a batch mixer, and the mixing
shall continue until the same are uniformly distributed a.nd the concrete is
uniform in color and homogeneou., and sufficient water shall be added so as
to produce concrete which can be spread into position with a temp4te, but
the amount of water used shall not be sufficient to cause a separation of tl.e
coarse aggregate from the morta.r in handling the concrete; said concrete
shall be of a consistency such that the mortar will flush to the surface under
light tamping. The mixing of said concrete shall continue in the drum of
the mixer not less than one (1) 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 proportions of each of the materials
at all times.
The existing catch basins, manholes, inlets, valve vaults, and handholee
within the limits of the improvements shall be adjusted to the proposed sidewalk
grades. These structures sha.ll be adjusted with Portland cement mortar and
brick (Grade 8 W building brick, made from clay or shale, or Grade A concrete
building brick).
-6-
Existing con<:.rete, graveL a.c~d bituminoul driveways which interfere
with the construction as herein prcvided .hall be removed a. nece..ary to
facilitate the construction of the new sidewalk. The driveway. 80 removed
shall be replaced with materials equivalent to the original material. and to
the aame width and thicklJC S s.
Fire hydrant:: indicated nn the plan. .hall be moved to a new location
outside the proposed sidewalk. con.truction as directed by the Engineer.
The lidewat< improvementtl as herein provided -hall be con.tructed
at elevations which have been determined by a minimu.m elope, from the top
ot exilting curbs or edge of existing pavement (where no such curb and gutter
exht.) which are adjacent to the propo.ed lidewalk of ol\e-quarter (1/4)
inch per loot and a maximum of One (1) inch per foot, or a. indicated on the
plant. The elevation of the prooosed walk shall also be governed by the
elevation of exi.ting wa lk., driveways and adjacent ground.
Exbting culverts sha 11 be lengthened as required 1(,y the propo.ed
ddewalk cOD.truction. and concrete headwalh be constructed a. detailed on the plans.
Where aciditioLal rnatenal is n~eded to construct the propo.eJ- eidewalka
to the proper grade, suc.h material shall be secured irom approved lource..
Said "borrow" material ehall be incorporated into the lubgrade in layers not
to exceed six (6) inches compacted thickness. Each layer .hall be thoroughly
compacted.
Any utility poles interferiug with the construction of the propoled
improvement. are to be relocated in the parkway by the utility companies.
Exi.ting concrete curb and gutter, lIidewalk. fences, and other objech
conflicting with the construction of the propolled sidewalk .hall be removed.
-7 -
When excavating for sidewalk construction, all black dirt shall be
removed from the sidewalk area and .tored a.djacent to the construction.
Upon completion of the sidewalks and removal of the forms, the contractor
.hall dress all adjacent areas disturbed by the construction with a minimum
four (4) inch thicknelJ' of black dirt. Di8turbt~d areas shall be hand raked
luitable for seeding, but seeding shall not be done.
All materials shall be of the best quality and suitable for the purpose
for which they are used.
All work shall be done in a workmanlike manner under the
superintendence of the Board of Local Improvements of the Village of Mount
Prospect, Cook County, Illinois.
.8-
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.LE+-. day of
NAYS;
Sl1&:'l
JJ.:;:
irJ.
p&ss&ge a~d approv&l,
(fl~t::~--&lj
1965
A:SSE~"'T :
o
of :So'~d of Trustees
0:Z tn8 Villago of Xount ?rospect
Cook County, Illinois