HomeMy WebLinkAboutORDINANCE - 954 - 10/8/1974 - SIDEWALKS/EAST SIDE OF ARLINGTON HTS RDORDINANCE NO, l�
AN ORDINANCE PROVIDING FOR TIIE CONSTRUCTION
OF SIDEWALKS ALONG A PORTION OF THE EAST
SIDE OIC' ARLINGTON IIEIGIITS ROAD
WHEREAS, it is in the best interests of the public health,
safety and welfare of the Village of Elk Grove Village that sidewalks
be constructed along that portion of the east side of Arlington Heights
Road, hereafter legally described, all of said street and property
being within the Village limits of the Village of Elk Grove
Village; and
WHEREAS, Chapter 24, Section 11-84-1, et seq. of Illinois
amended)
Revised Statutes(1973 as authorizes municipalities to provide by
ordinance for the construction of sidewalks along or upon any streets
or parts of streets therein, and the payment thereof by special taxa-
tion on the lots, blocks, tracts, or parcels of land touching upon the
line where such sidewalks are ordered.
NOW, THEREFORE, BE IT ORDAINED by the President and Board of
Trustees, Village of Elk Grove Village, Illinois, as follows:
Section 1: That there shall be constructed by the owners of the
real estate on that portion of the east side of Arlington Heights Road
hereinafter legally described, concrete sidewalks four feet in width
and five inches thick, in accordance with the plans, specifications
and conditions entitled "Proposed Arlington Heights Sidewalk Con-
struction", attached hereto as Exhibit A, made a part hereof and
incorporated herein by reference.
Section 2: That the real estate affected by this Ordinance is
leg-Ily described as follows:
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PARCEL 1: - Tax NO. 8-21-410-002
Lot 22 in Elk Grove Village, Section 1 North, being a subdivision
in the southeast quarter of Section 21, Township 41 North, Range 11,
East of the Third Principal Meridian in Cool, County, Illinois.
3
PARCEL 2: - Tax No. 8-21-410-006
Lot 26 in Elk Grove Village, Section 1 North, being a subdivision
in the southeast quarter of Section 21, Township 41 North, Range 11,
East of the Third Principal Meridian, in Cook County, Illinois.
[d
PARCEL 3: - Tax No. 8-21-410-007
Lot 27 in Elk Grove Village, Section 1 North, being a subdivision
in the southeast quarter of. Section 21, Township 41 North, Range 11,
East of the Third Principal Meridian in Cook County, Illinois.
5
Section 3: That the sidewalks called for herein front on or
touch the lots and parcels legally described above.
Section 4: That the estimated cost of construction of said side-
walks is the square foot cost set below opposite each parcel., and the
cost thereof is hereby levied upon such lot, blocks, tracts or parcels
of land in proportion to their frontage upon such sidewalks, as
follows:
Parcel 1:
412.84
square
feet
@
$1.37 =
565.59
Parcel 2:
400.00
square
feet
C
1.37 =
548.00
Parcel 3:
400.00
square
feet
@
1.37 -
548.00
Section 5: That the owners of all lots legally described
above and touching the line of the said sidewalks shall con-
struct same in accordance with the aforesaid plans and specifi-
cations within thirty (30) days after the mailing to them of
notice of the passage of this Ordinance, addressed to the party
who last paid the general taxes on each of the respective lots
aforesaid.
Section 6: That in the event any of said owners shall
not so construct said sidewalks within said thirty (30) day
period, the City shall furnish the materials and construct the
said sidewalks, and the cost thereof at the square foot cost
specified in Section 4 of this Ordinance shall be collected
from said owners in five (5) annual installments of equal amounts,
except that all fractional amounts shall be added to the first in-
stallment, so as to leave the remaining installments equal in
amount and each a multiple of $10.00.
6
The first installment shall be due and payable on the second
day of January next after the date of the first voucher issued on
account of the work done, and the second installment one year
thereafter., and.so on annually until all installments are paid.
All installments shall bear interest until paid, at the rate of
six per cent (6%) per annum. Interest on assessment shall begin
to run from the date of the first voucher issued on account of work
done. The interest on each installment shall be payable as follows:
On the second day of January next succeeding the date of the
first voucher as certified, the interest accrued up to date on all
unpaid installments shall be due and payable and it shall be
collected with the installment. Thereafter the interest on all
unpaid installments shall be payable annually and be due and payable
at the same time as the installment maturing in that year and be
collected therewith. Any person may at any time pay the whole
assessment against any lot, block, tract or parcel of land, or any
installment thereof, with interest as provided herein up to the
date of payment.
Section 7: That the Village Clerk is hereby authorized and
directed to issue warrants to the Village Finance Director directing
said Village Finance Director to collect said special tax in
installments as aforesaid, in accordance with a special tax list
to be prepared by the Village Clerk ascertaining by computation the
amount of special taxes and the annual installments thereof to be
charged against each of those lots, blocks, tracts or parcels
of .land set forth :in this ordinance, in account of the construe -
tion of the sidewalks called for herein. The Village Finance
7
Director shall then proceed to collect- the warrants by mailing a
written notice to the address of the party who last paid the general
taxes on the respective lots, blocks, tracts, or parcels of land
in the list, that the tax list is in his possession for collection.
All money so collected shall be immediately paid over to the Village
Finance Director.
Section 8: Upon failure to collect the special tax as herein-
before provided, the Village Finance Director, on or before the first
day of August in each year, shall make a written report of this
special tax to such general officer of the county as may be authorized
by law to apply for judgment against and sell lands for taxes due
the county or state, so that said county officer may sell said
lands for the special tax due and unpaid.
Section 9: That this Ordinance shall be in full force and
effect from and after its passage, approval and publication
according to law. Said publication shall be in pamphlet form.
PASSED this 8th _day of October 1974.
APPROVED this fth day of October 1974.
VOTE: AYES—5
NAYS O
ABSENT 1
Charles J. Zettek
VILLAGE PRESIDENT
ATTEST:
Eleanor- G. Turner
VILLAGE CLERK
Published this 16th day of October 1974, in pamphlet form
in the Elk Grove here, a.
VILLAGE CLEI:K
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Sic)ewalk; (a dc (1) If the property subdivid is located Within the
Village or immediately adjacent thereto, sidewalks shall he required.
%161ks vii tIIout parkways bctoreen street pavernent and walks are prohibited,
All sidewalks shall be constructed in accordance with the following Elk
Grove Village Sidewalk Standards:
A. GC Iteral
The work performed under these standards shall consist of the
construction of Portland cement concrete sidewalks constructed
as described herein. Such sidewalks shall have a minimum width
of 4 feet and a minimum thickness of five inches. Where
adjacent sidewalks exist, sidewalks shall be constructed to meet
the grade of such sidewalks or as may be directed by the Village
Engineer or his representative. The location of sidewalks and
grade for sidewalks when no adjacent sidewalks exist, shall be
as. directed by the Village.Engineer or his representative.
B. Materials
All i,:;terials shall conform to the requirements of Division 111,
Material Petails, as set, out in the Standard SDecifications for.
P.ordr ,d Ttridne ConstrucCion adopted January 2 1958 by the
Division of Hight"'ays, Department of PULIIe Works and Buildings,
Staty of.111inois and Sipnlemental Specifications thereto',
effective Janu:,rY 3> 196G..,
C. corn ;it_ion, Consistcrcv, Mix irr. i'lacinc, Co®0ac-tinq Finishinq
rim_= O1 '..On C;'C Le
Sidcwalk shall he constructed of Class X concrete as defined in
Section 52 or the Standard Specifications and SuDlemcntal
(Section 8.005 Sidawalks, amended by Ord. No. 511 passedINNv. 28. 1967.)
(Section 8.005 Sidewalks, amended by ord. No. 528 passed April 9, 1958.)
(Section 8.005 beginning on pg. 55d-2 & ending on pg. 55e curbs, gutters,
& sidewalLs avended by Ord. I'o. 719 passed Octobcr-27, 1970.)
Slx_eificnt_ion�_ t,furesnid. The eompo;ition, consistency, mixing,
placing, c. ;.cling, finiA1 ny and curing o, oncictc for sidewoI k
shall be in accordance with the requirements of the applicable )11
,i
paragraphs of said Section 52 and the Supplemental Specifications,
except for requirements that may be otherwise stated herein which
shall take precedent over the Standard Specification and
Stq�plc`mentol `�ecifieations.
D. i'r000rtioninq Concrete
The proportions of cement, fine aggregate, coarse aggregate, and
wac r trill be determined by the contractor and shall have the
approval of the Village Engineer, before the work begins, so as
to produce a workable plastic concrete having a compressive
strength of not less than 3,000 pounds per square inch, when tested
by standard methods. The proportions shall include not less than
6 bags of cement per cubic yard of concrete. This determination
shall be based upon testsof the -aggregates selected by the.i3uilder .,
for u: in the work. The quantities of aggregates for each batch
of concrete shall be measured by weight, Delivery.. tickets shall
be furoished to She Village at the ,tAmb of pou r i ng, 'when requested.
E
Srbar,� ;e Prennrit: ion -
Th s..:._7ra:ie shall be tamed or rolled until thoroughly compacted
are shA l he const-ructed true to, grade. The sidewdlic shall be laid
upcq a We of granular material a minimum of 2 inches in thickness.
rills where required must be c mpacted solidly, Materials for
fills shill be gravel or crushed stone and placed and tamped
in six-inch layers. The top of all fills shall extend at least
one foot beyond th,. edge of the walk. Subgradein cut shall be
prepared sufficiently tide ,to accommodate the forms. Side
slopes shall .lope. one foot vertical to three feet horizontal
to meet existing ground surface
I
F , rorms
Side forms shall be of lumber of not less than 2 inches
nominal thickness and a minimum depth of five inches, no
2" x 4" forms shall be used, or of steel of equal rigidity,
They shall be held securely in place by stakes or braces
with the top edge true to line and grade. The forms for
the sidewalk shall be set so that the slab will have a
fall of one inch vertical to four feet horizontal from the
edge nearest the property line toward the edge farthast
from the property line, except as may be otherwise directed
-by the Village Engineer or his representative.
G. Reinforcing
Reinforcing bars shall be embedded in the .concrete at mid -
depth in a longitudinal direction ,over all existing water
or sewer services or other utilities buried beneath the
sidewalk. Three 3/4" diameter bars each with a minimum
length of ten feet shall be installed over each utility.
The bars shall be equal If`spaced across the width of the
sidewalk.
Bars sha11 conform with the current Standard Specifications
.for Billet Steel Concrete Reinforcement 'ars of Intermedini_e.
Cradade A.S.T.M._Serial Designation Al>. Suitr:ble chairs and
other holding devices shall be provided to insure the propar
position of the. reinforcement.
H. Placing and Finishinq
After the subgrade has been finished and prior to placing
concrete, the Contractor shall notify the Village Manager
24 hours prior to pouring. No concrete shall be placed
until the subgrade has been inspected and approved by the
Village.
The subgr shall be moistened just befor, le concrete is
placed. The concrete shall be placed in successive batches
for the entire width of the slab, struck off from 1/1 to 3/1+
inch higher than the finished slab, tamped until all voids
are removed and free mortar appears on the surface, thor-
oughly spaded along the edges, struck off to the true grade,
and finished to a true and even surface with floats and
trowels. The final troweling shall be done with a steel
trc.✓el, leaving a smooth, even surface. After the water
sheen has disappeared, the surface shall be given a final
finish by brushing with a whitewash brush. The brush shall
be drawn across the sidewalk at right angles to the edges of
the walk, with adjacent strokes slightly overlapping, pro-
ducing a uniform, slightly roughened surface with,paral.lel
brush marks.
The surface shall be divided by grooves constrricted at bight -�
angles, to the center line of the sidewalk. These grooves
shali er.tend to 1/4 the depth of the sidewalk, shall not be "
less than 1/8 inch and not more trran 1/1+ inch in width,,and_
shall ba cdc,ed L%I th an edging tool having a 1/4 inch radius.
All slabs shall be 4 feet. long on.any one side,.unless.other;
wise orcicand by the Village Engineer.. The edges of ,the slabs._
shal' he e4ecd as described Above.
I. Tei,o,rattre control shall be in accordance with the requirements
of Article 48,30 of the Standard Specifications aforesaid, and
approval of the Village Engineer,
J. Protection frorn tow Temperatures
The sidewalk shall be protected from low temperatures as spec-
ificd in
Article 43.31 of the Standard
qu—cificat_ions and
Supl_lrr,,
nt._1 Sf,ecifications
aforesaid.
No concrete shall
be placed
0.11 ice, i or frozen subgrhde. The Buishall be respons-
ible for all concrete clawaged by low temperatures and any con-
crete so damaged shall be removed and replaced by him at his
expense.
K. E>; Dnsion !Dints
Expansion joints of the thickness specified Ueloty shall consist
of preformed joint filler. The top of the joint.shall be placed
1/4 inch below the surface of the sidewalk.
(a) One-half Inch Thick EYy nsion Joints. Expansion joints
1/2 inch thick: shall be placed between the sidewalk
and all structures such as light standards, traffic
lights standards, traffic poles, and any other pub-
lic utilities which extend through the sidewalk.
(b) One-half Inch Thick Expansion Joints, Expansion joints
1/2 inch thick shall.be placed at intervals of 50 feet
in the side;ialk and where specified by the Engineer,
ldhere the sidewalk: is constructed adjacent to pave-
mcnt or, curb having expansion joints, the expansion
joints in the side:,alk sh, ll be placed opposite the
existing e>:uansion joints as nearly as practicable.
Expansion joints shaII aIso be'placed .where`the. `side'-
wzlk abuts existing sidewalks; between driveway pave'
tient and sidcw,:cIk, and bco:een sidewalk and curbs
where the side'v',olk abuts a curb.
L'. t�acl:i i 11
After the concrete has been cured, forms shall be removed and
the space near the edges of the side:•ralk shall be backrilled
to the rciluir.:d rlcvntion Xrith maid-ial approved by the Village.
The Kaleri al shoII then he compacted until firm and the SUrfaee
evenly rlraci�d.
JJ c
M , CurI1
SidL,walks must be cured as specified in Article 48.26 of the
Standard Specifiralions and SunPewrental Specifications.
N. Disposal of Surplus Material
Surplus or waste material resulting froni the sidcv,,alkconst ruction
opet'ation shall be disposed of by the Builder.
9
Ordinance NO. 954
AN ORDINANCE PROVIDING FOR THE CONSTRUCTION OF SIDEWALKS ALONG A PORTION
OF THE EAST SIDE OF ARLINGTON HEIGHTS ROAD, was duly adopted by the
Board of Trustees and approved by the Village President on October 8,
1974, and is duly published in pamphlet form pursuant to the authority
of the President and Board of Trustees, Village of Elk Grove Village,
Counties of Cook and DuPage, Illinois. Copies are available at the
Village Clerk's Office, 901 Wellington Avenue, Elk Grove Village, Illinois.
Eleanor G. Turner
Village Clerk
Published this 16th day of October, 1974 in the Elk Grove Herald.