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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 s:\gen\winword\merkle\enginagree mftres-canton.doc