HomeMy WebLinkAboutOrdinances - O-82-281 - 03/15/1982 - AMEND SUB CONTROL ORDORDINANCE NO. 0-82-281
AN ORDINANCE
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF McHENRY,
McHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1. The Subdivision Control Ordinance of the City
of McHenry, Illinois be and the same is hereby amended in the
following particulars:
(a) The first clause of Section VII D2 shall
read as follows: "Where a subdivision is tra-
versed by an existing water -course, drainage -
way, channel or stream,"
(b) Section VIID2(c) shall read as follows:
"Wherever possible, the drainage shall be main-
tained by an open channel with landscaped
banks. The channel shall provide sufficient
cross-section to convey the 100-year frequency
storm within the banks of the channel. In all
cases the drainage easement or right-of-way
shall extend a minimum of 10 feet beyond the
top of the bank on both sides of the channel,
but shall not be less than 30 feet in total
width."
(c) The provisions in Section VIII captioned
"Final Construction Plans" shall be designated
as paragraph F of said Section VIII.
(d) Section VIIIEI(e)is hereby amended by
changing the paved surface width therein from
34 feet to 37 feet.
(e) Section VIII El(j) is hereby amended by
changing all 8 foot references appearing
therein to 11 foot.
(f) Section VIIIE2(a)(b)(c)(d)(e) are hereby
deleted and Section VIII E2 shall read as
follows:
"2. All new streets within the corporate limits of
the City of McHenry, dedicated or platted after the
effective date of this Ordinance, shall be improved with
roadway paving in accordance with the requirements listed
below. A structural design of all pavements as
established by the Illinois Division of Highways Design
Manual for Bituminous and Concrete Pavements will be
required to substantiate the proposed construction.
Actual or projected traffic counts along with sufficient
soil boring data will be required for the structural
design. No less than the minimum requirements listed
below will be allowed.
Street Classification Minimum Pavement Requirements
Major or Secondary 8"P.C.concrete with wire fabric, or
Commercial 4" granular sub -base
8" B.A.M. Base
3" Class I surface
Secondary Residential 7"P.C.concrete with wire fabric, or
or 4" granular sub -base
Collector Commercial 7" B.A.M. base
2-1/2" Class I surface
Collector Residential 6" P.C.concrete, or
6" B.A.M. base
2-1/2" Class I surface, or
12" crushed stone base
course, Type B and a 2-1/2"
Class I surface
Minor or Cul-de-sac 10" crushed stone base,
Type B
2-1/2" Class B (Modified) surface
Note: All bituminous surface course to include 1-1/2
inch binder course plus appropriate thickness of
surface course to give final required thickness."
(g) The provisions in Section VIII captioned "Material
Standards" shall be designated as paragraph G of said
Section VIII and is hereby amended to read as follows:
"G. Material Standard
All construction of improvements covered by this
Ordinance shall be in accordance with, and materials used
shall be in compliance with, the methods and materials
required in the designated or appropriate sections of the
following standards:
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StanAnrac
Effective Date
Standard Specifications for Road & Bridge
Construction, Illinois Department of
Transportation October, 1979
Standard Specifications for Water and
Sewer Main Construction in Illinois September, 1978
ASTM
Designation
C425
November, 1977
ASTM
Designation
C700
November, 1977
ASTM
Designation
C76
December, 1979
ASTM
Designation
D2680
March, 1979
ANSI
Specification A21.51
August, 1976
(h) Section VIIIE4(d)(1) shall read as
follows:"(1) Sanitary Sewers shall be vitrified
clay pipe meeting the requirements of ASTM
Designation C700, or ABS Composit sewer pipe
meeting the requirements of ASTM Designation
D2680 (latest revision) for Acrylonitrile-
Butadiene-Styrene (ABS) composit pipe."
(i) Section VIIIE4(d)(4) is hereby amended by
changing the second sentence thereof to read as
follows: "Manholes shall be Type A as
specified in the Standard Specifications for
Road and Bridge Construction, Illinois Depart-
ment of Transportation".
(j) Section VIIIE4(d)(4) is hereby amended
changing the last sentence thereof to read as
follows: "The manhole cover shall be of a
self-sealing type with a concealed pickhole,
equivalent to Neenah #R-1077-A, or East Jordan
#1022, with the word "Sanitary" permanently
imprinted on the face of the cover."
(k) Section VIIIE5(c)(1) is hereby amended to
read as follows: "Storm sewers shall be of
reinforced concrete pipe meeting the
requirements of ASTM designation C76. Pipe
shall be Class III for depths of 14 feet or
less and Class IV for depths greater than 14
feet, and shall not be less than ten (10)
inches in diameter."
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(1) Section VIII5(c)(3) is hereby amended to
read as follows: "Manholes shall be provided
at all changes and direction of pipe and pipe
size. Manholdes and inlets shall be Type A as
shown in the Standard Specifications for Road
and Bridge Construction, Illinois Department of
Trans- portation. Manhole covers shall be
Neenah #R-1077-A or East Jordan #1022, with the
word "Storm" permanently imprinted on the face
of the cover."
(m) Section VIII5(c)(4) is hereby amended to
read as follows: "Inlets shall be located not
more than five hundred (500) feet apart and
shall be of the type specified in the Standard
Specifications for Road and Bridge Construction,
Illinois Department of Transportation.
(n) Section VIII5(c)(5) is hereby added and
shall read as follows: "5. Storm sewers shall
be located in the park -way opposite the
sanitary sewer."
(o) Section VIIIE5(e) is hereby added and shall
read as follows: "Detention facilities shall be
provided if required by the City Engineer and
City Council, and shall be designed for a 100
year rain fall occurrence with a permissible
release rate as determined by the City Engineer
and City Council based on down -stream
conditions."
(p) Section VIIIE6(d)(5) is hereby amended to
read follows: "Water -mains shall be
cement -lined Class 52 ductile cast iron pipe
meeting the requirements of ANSI A21.51, or
Class 150 (SDR 18) PVC plastic pipe meeting the
requirements of AWWA Standard C900. Pipe joints
may be push -on bell and spigot type with rubber
ringed gasket, except for valves and hydrants,
which shall be mechanical joint."
(q) Section VIIIE8(a) is hereby amended to read
as follows: " a. Commercial and business
property shall be provided with concrete side-
walks five inches thick and a minimum of ten
feet wide, provided however that such sidewalk
shall be six (6) inches thick reinforced with
wire fabric where the driveway crosses the
sidewalk for the entire width of said drive-
way.
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SECTION 2. Any person, firm or corporation violating any
provision of this ordinance shall be fined not less than Ten
Dollars ($10.00) nor more than Five Hundred Dollars ($500.00)
for each offense committed on each day during, or on which, a
violation occurs or continues.
SECTION 3. All ordinances, or parts thereof, in conflict
with the terms and provisions hereof, be and the same are
hereby repealed to the extent of such conflict.
SECTION 4. This ordinance shall be published in pamphlet
form by and under the authority of the corporate authorities
of the City of McHenry, Illinois.
SECTION 5. This ordinance shall be in full force and
effect from and after its passage, approval and publication in
pamphlet form, as provided by law.
PASSED this 15th day of March , 1982.
AYES: Nolan, Pepping, Datz, Harker, Serritella
NAYS: Meurer, Smith, Wieser
ABSTAINED: None
ABSENT: None
APPROVED this 15th day of March, 1982.
'Z'r
MAYOR
ATTEST:
CITY CLERK
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