HomeMy WebLinkAboutResolution #3587• Construction
~~~InOIS Department Resolution for Improvement by
of Transportation ~ ~~~lMunicipality Under the Illinois
Highway Code
BE IT RESOLVED. by the Council of the
Council or President and Board of Trustees
C;n, _ of Canton Illinois
City, Town or Village
That the following described street(s) be improved under the Illinois Highway Code:
Name of Thorou hfare Route From To
t
Main Street Loc. H FAU6892 Pine Street Chestnut Street
White Court Loc. I FAU6900 Pine Street Chestnut Street
BE IT FURTHER RESOLVED,
1. That the proposed improvement shall consist of *aPP atta hPd "L n(`atlo^ ncer•rintinn" ehoote fnr nrnnnRP.(t
and shall be constructed "see attached sheets wide
and be designated as Section n~ _nnna4_n~ _RS
2. That there is herebv appropriated the sum of Cavanty nnP Thousand
Dollars ( ~~71 non nn )for the
improvement of said section from the municipality's allotment of Motor Fuel Tax funds.
3. That work shall be done by Contr^~t :and.
Specify Contract or Day Labor
BE IT FURTHER RESOLVED, that the Clerk is hereby directed to transmit two certified copies of this resolution to the
district office of the Department of Transportation.
APPROVED
Date
Department of Transportation
is 'ct Encineer
1, ~~•~ ^~^^^~~ ~^~hitPS Clerk in and for the
City of C^nton
City
County of Fulton .herebv certify the
forepoina to be a true. perfect and complete copy of a resolution adopted
by the City Council
Council
at a meeting on ~~~ t 7 , 2001
Date
IN TESTIMONY WHEREOF. I have hereunto set my hand and seal this
7th _ day of A.D. 2001
ISEAL) ~
C;ih~ Clerk
City
BLR 4103 (Rev. 7/96)
1
Attachment No. 1
LOCATION DESCRIPTIONS
Section 01-00089-O1-RS
LOCATION: A
NAME: Myrtle Street ROUTE: FAU 6881
LENGTH: 2210' (0.419 mi.)
TERMINI: From 11`~ Avenue to 15`~ Avenue
DESCRIPTION: Existing P.C.C. Pavement with B6-12 combination curb and gutter 35'
wide face to face of curbs.
IlVIPROVEMENT: Patch existing pavement; adjust manholes and inlets; clean and fill cracks,
resurface with 1-1/2" bituminous surface course; and apply necessary
pavement markings.
LOCATION: B
NAME: Chestnut Street ROUTE: FAU 6884
LENGTH: 5~ Ave. to 8~' Ave. = 1024' (0.194 MI.) WIDTH: 36' E-E (B6-18 C & G)
8`~ Ave. to 11`~ Ave. = 1170' (0.222 MI.) WIDTH: 34.5' F-F (B6-18 C & G)
Total = 2194' (0.461 MI.)
TERMNI: From 5`~ Avenue to 11`~ Avenue
DESCRIPTION: Existing bituminous surfaced pavement with B6-18 combination curb and
gutter. From 5`~ Avenue to 8`~ Avenue width is 36' E-E of curb and gutter,
from 8`~ Avenue to 11`~ Avenue the width is 34.5' F-F of curb and gutter.
The existing geometrics provides for a bi-directional turn lane.
IlVIpROVEMENTS: Milling the existing bituminous surface 1-1/2" from 8~' Avenue to 11`~
Avenue; adjust manholes; clean and fill cracks; resurface with 1-1/2"
bituminous surface course; and apply necessary pavement markings.
2
Attachment No. l
LOCATION DESCRIPTIONS
Section 01-00089-O1-RS
LOCATION: C
NAME: Pine Street
ROUTE: FAU 6886
LENGTH: Ave. A to Main Street = 458' (0.087 MI.) WIDTH: 43.1' F-F Curb
Main Street to ls` Ave. = 391' (0.074 MI.I WIDTH: 46.1' F-F Curb
Total = 849' (0.161 MI.)
DESCRIPTION: Existing bituminous surfaced pavement with curb or curb & gutter. There
is a gap at main street which was milled and overlaid in 2000.
IlVIPROVEMENT: Milling the existing bituminous surface 1-1/2"; adjust manholes; clean and
fill cracks; resurface with 1-1/2" bituminous surface course; and apply
necessary pavement markings.
LOCATION: D
NAME: Elm Street ROUTE: FAU 6885
LENGTH: Ave. A to Main Street = 458.5' (0.087 ML) WIDTH: 44.5' F-F Curb
Main to White Court = 188.5' (0.036 MI.) WIDTH: 44.5' TO 127.3 F-F Curb
White Court to ls` Ave. = 197.0' (0.037 MI.) WIDTH: 38.5' F-F Curb
Total = 844.0' (0.160 MI.)
TERMNI: From Avenue A to 15` Avenue
DESCRIPTION: From Area to Main Street and White Court to ls` Avenue is bituminous
surface with curb and gutter. From Main Street to White Court is concrete
pavement with a micro surface. Also from Main Street to White Court is
additional width which provides for two thru lanes in both directions and
parking. This area is separated by a 5' median.
IlVIPROVEMENTS: Mill the existing bituminous surface 1-1/2" except between Main Street
and White Court; adjust manholes; clean and fill cracks; resurface with
1-1/2" bituminous surface course; and apply necessary pavement
markings.
f
3
Attachment No. l
LOCATION DESCRIPTIONS
Section 01-00089-O1-RS
LOCATION: E
NAME: Chestnut Street ROUTE: FAU 6884
LENGTH: 398' (0.075 MI.) WIDTH: 41.2' F-F Monolithic Curbs
TERIVIlVI: From Avenue A to Main Street
DESCRIF''TION: Existing bituminous surfaced pavement with monolithic curbs.
IlVIPROVEMENT: Mill the existing bituminous surface 1-1/2"; adjust manholes; clean and fill
cracks; resurface with 1-1/2" bituminous surface course; and apply
necessary pavement markings.
LOCATION: F
NAME: Chestnut Street ROUTE: FAU 6884
LENGTH: 210.0' (0.040 MI.) WIDTH: Varies 34' to 69.2'
TERMNI: From White Court to 15L Avenue
DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters. Width
flares out on both sides to provide for diagonal parking.
IIvIPROVEMENTS: Mill the existing bituminous surface 1-1/2"; perform minor base repair;
clean and fill cracks; resurface with 1-1/2" bituminous surface course; and
apply necessary pavement markings.
r
4
Attachment No. 1
LOCATION DESCRIPTIONS
Section 01-00089-O1-RS
LOCATION: G
NAME: Avenue A ROUTE: FAU 6891
LENGTH: 400.0' (0.077 MI.) WIDTH: 35.5' F-F
TERMINI: From Pine Street to Elm Street
DESCRIPTION: Existing bituminous surfaced pavement with curb or curb and gutters..
IlVIPROVEMENT: Mull the existing bituminous surface 1-1/2"; clean and fill cracks; resurface
with 1-1/2" bituminous surface course; and apply necessary pavement
markings.
LOCATION: H
NAME: Main Street ROUTE: FAU 6892
LENGTH: Pine St. to Elm St. = 339.0' (0.064 MI.) WIDTH: 44.5' F-F Curb
Elm St. to Chestnut St. = 424.5' (0.080 MI.) WIDTH: 35.42' TO 66.6' & Var.
Total = 763.5' (0.144 ML)
TERMINI: Pine Street to Chestnut Street
DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters and parking
on both sides.
IMPROVEMENTS: Mill the existing bituminous surface 1-1/2" between Pine Street and Elm
Street; adjust manholes; clean and fill cracks; resurface with 1-1/2"
bituminous surface course; and apply necessary pavement markings.
.~
5
LOCATION: I
LOCATION DESCRIPTIONS
Section 01-00089-O1-RS
NAME: White Court
Attachment No. 1
ROUTE: FAU 6900
LENGTH: Pine Street to Elm St. = 357.0' (0.068 MI.) WIDTH: 29.0' F-F
Gap at Elm Street - ---------
Elm Street-Chestnut St. = 401.0' (0.076 MI.) WIDTH: 68.3' F-F
Total = 758.0' (0.144 MI.)
TERMNI: From Pine Street to Chestnut Street
DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters and parking
on both sides of the street. White Court is a one-way street southbound
from Elm Street to Pine Street.
IlVIPROVEMENT: Mill the existing bituminous surface 1-1/2" from Pine Street to Elm Street;
adjust manholes; clean and fill cracks; resurface with 1-1/2" bituminous
surface course; and apply necessary pavement markings.
23d010631ocationdescripc
~ J
- Illinois Department of Transportation
Division of Highways /District 4
401 Main Street /Peoria, Illinois / 61602-1111
Telephone 309/671-3333
August 15, 2001
CITY MFT
City of Canton
Section 01-00089-O1-RS
Improvement Resolution
LAPP for various city streets
Ms. Nancy Whites
City Clerk
210 E. Chestnut Street
Canton, IL 61520
Dear Ms. Whites:
The resolution adopted by the City Council on August 7, 2001 appropriating
$71,000.00 of motor fuel tax funds for the above section is approved.
The improvement consists of milling, patching, resurfacing, and other miscellaneous
work at nine locations within the city of Canton for the FY-03 LAPP Program.
Very truly yours,
Joseph E. Crowe, P.E.
District F.xsineer /~
By: RaymQr(~L. En~Inan,~.E.
GBM:ear
Enclosure
cc: Mr. D.W. McMurray
Maurer / Stutz (Canton)
Mr. J. Kopec
File
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