HomeMy WebLinkAboutOrd 2105 10/01/1968
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ORDINANCE NO. 2105
AN ORDINANCE AMENDING THE VILLAGE PLAN OF THE VIlLAGE OF MOUNT PROSPECT, SECTION 7
"IMPROVEMENT OF ROADWAY"
WHEREAS, the Plan Conmission of the Village of Mount Prospect did
conduct a Public Hearing pursuant to proper legal notice on June 21, 1968
under Case No. 68-27P; and
WHEREAS, the Plan Conmission did recommend the proposed standards
regarding the improvement of raods as contained in the subdivision regulations
of the Village Plan under Section 7 J Article II; and
WHEREAS, the Judiciary Committee of the Board of Trustees did meet
and concur in the recommendations of the Plan Conmission; and
WHEREAS, the Presid~nt and Board of Trustees of the Village of
Mount Prospect deem it to be in the best interests of the Village of Mount
Prospect that said recommendation be adopted;
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NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF
TRUSrrEES OF THE VILLAGE OF MOUNT PROSPECT, COOK COUNTY J ILLINOIS:
SECTION 1: Section 7 of Article II of the Village Plan of the
Village of Mount Prospect J as amended, is hereby further amended in its
entirety so that Section 7 shall hereafter be and read as follows:
Sect ion 7. Improvement of Roadway.
(a) Residential Roadway. The subdivider shall at his own expense
improve all streets with a roadway of not less than 32 feet
wide (back to back curbs) and cuI de sacs 96 feet wide (back
to back curbs) consisting of:
1. Portland Cement Concrete Pavement not less than 7 inches
thick; or
2. 10-1/2 inches of Waterbound Macadam Base Course with a 1-
inch cushion of screenings and 1-1/2 inches of Bituminous
Binder Course and I-inch of Bituminous Surface Course
Subclass I-II; or
3. Six inches of Pozzolanic Base Course Type A (State of
Illinois Standard Specifications for Road and Bridge Const-
ruction) and 1-1/4 inch Binder Course and I-inch Surface
Course Subclass I-II; or
4. Six and 1/2 inches Bituminous Aggregate Mixture Base Course
(BANI) (two course construction) minimum design strength
1,700 lbs. Marshall stability and I-inch surface course
Subcalss I-II.
(b) Commercial and Industrial Streets. Minimum width of pavement
for commercial and industrial streets shall be 40 feet back to
back of curb consisting of:
1. Eight-inch reinforced (with pavement fabric) concrete
pavement with integral curb; or
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2. Thirteen inches of Waterbound Macadam Base Course, 2 inches
of Bituminous Concrete Binder Course and 1-1/2 inches of
Surface Course Subclass I-II per Standard Specification
for Road and Bridge Construction; or
3. Eight inches of Pozzolanic Base Course Type A (State of
Illinois Standard Specifications for Road and Bridge
Construction)J and 1-1/2 inches of Bituminous Concrete
Binder Course and: 1 inch of Surface Course Subclass I-II.
(Coflt.se 8gJSregate shall be grade 8 stone for Pozzolanic
Base Course).
4. Eight inches of Bituminous Aggregate Mixture Base Course
(BAM) two course construction, minimum design strength
1,700 lbs. Marshall stability and 1-1/2 inches of Surface
Course Subclass I-II per State of Illinois Specifications
for Road and Bridge Construction.
Curb and gutter on flexible commercial and industrial
streets shall be Type B. 6-12 per Standard Specifications
for Road and Bridge Construction.
(c) The Bituminous Concrete Wearing Course on residential, industrial
and corrnnercial streets shall conform to specifications for
Bituminous Binder and Surface Courses Fine Dense Graded Aggregate
TYPe Subclass I-II of the State of Illinois Standard Specificat-
ions for Road and Bridge Construction.
SECTION 2: All ordinances or parts of ordinances in conflict herewith I
are hereby repealed.
SECTION 3: This ordinance shall be in full force and effect from
and after its approval, passage, and publication in the manner provided by law.
AYES:
6
NAYS:
o
PASSED AND APPROVED this 1st day of October, 1
ATTEST :
7~~ g:
illage Clerk
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