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HomeMy WebLinkAboutResolution #3691~~ 3691 Illinois Department of Transportation 01-00089-01-RS Construction BE IT RESOLVED, by the Council of the Council or President and Board of Trustees City of Canton Illinois City, Town or Village that the following described street(s) be improved under the Illinois Highway Code: Name of Thoroughfare Route From To M rtle Street Loc. A FAU6881 11 ~' Avenue 15"' Avenue Chestnut Street (Loc. B) FAU6884 5`h Avenue 11 ~' Avenue Chestnut Street (Loc. E) FAU6884 Avenue A Main Street Chestnut Street (Loc. F) FAU6884 White Court 1 S` Avenue Pine Street (Loc. C) FAU6886 Avenue A 15f Avenue Elm Street (Loc. D) FAU6885 Avenue A 15S Avenue Avenue A (Loc. G) FAU6891 Pine Street Elm Street 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 *see attached "Location Description" sheets for proposed Improvement. and be designated as Section Resolution for Improvement by Municipality Under the Illinois Highway Code and shall be constructed 'see attached sheets wide 2. That there is hereby appropriated the (additional X Yes ^ No) sum of Sixteen Thousand Dollars ( 16,000.00 )for the improvement of said section from the municipality's allotment of Motor Fuel Tax funds. That work shall be done by contract 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 District Engineer I, Mrs. Nancy Whites Clerk in and for the City of City, Town or Village County of Fulton Canton hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council Council or President and Board of Trustees at a meeting on . j -~ g - ('} 4- nata IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this Iq~ day of ~dQ~ (SEAL) >! Clerk i City, Town or Village BLR 4103 (Rev. 11/00) IAinois Department of Transportation BE IT RESOLVED, by the Council Resolution for Improvement by Municipality Under the Illinois Highway Code Council or President and Board of Trustees City of Canton City, Town or Village that the following described street(s) be improved under the Illinois Highway Code: Construction of the Illinois Name of Thoroughfare Route From To M rtle Street Loc. A FAU6881 11 `h Avenue 15"' Avenue Chestnut Street (Loc. B) FAU6884 5"' Avenue 11 `h Avenue Chestnut Street (Loc. E) FAU6884 Avenue A Main Street Chestnut Street (Loc. F) FAU6884 White Court 1S1 Avenue Pine Street (Loc. C) FAU6886 Avenue A 151 Avenue Elm Street (Loc. D) FAU6885 Avenue A 15` Avenue Avenue A (Loc. G) FAU6891 Pine Street Elm Street 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 *see attached "Location Description" sheets for proposed Improvement. and be designated as Section 01-00089-01-RS and shall be constructed "see attached sheets wide 2. That there is hereby appropriated the (additional X Yes ^ No) sum of Sixteen Thousand Dollars ( 16,000.00 )for the improvement of said section from the municipality's allotment of Motor Fuel Tax funds. 3. That work shall be done by contract ;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 I, Mrs. Nancy Whites Clerk in and for the City of City, Town or Village County of Fulton hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council Council or President and Board of Trustees at a meeting on District Engineer Harp IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Clerk City, Town or Village Canton BLR 4103 (Rev. 11/00) 1 Attachment No. l LOCATION DESCRIPTIONS Section 01-00089-O1-RS LOCATION: A NAME: Myrtle Street LENGTH: 2210' (0.419 mi.) ROUTE: FAU 6881 TERMNI: 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. IMPROVEMENT: 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.) T'ERMNI: 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. Attachment No. 1 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 15t Ave. = 391' (0.074 MI.) 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. IMPROVEMENT: 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 15t Ave. = 197.0' (0.037 MI.) WIDTH: 38.5' F-F Curb Total = 844.0' (0.160 MI.) TERNIl~I: From Avenue A to 15C Avenue DESCRIPTION: From Area to Main Street and White Court to 13L 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 sepazated 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. 3 Attachment No. 1 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 TERMNI: From Avenue A to Main Street DESCRIPTION: 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 15f Avenue DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters. Width flares out on both sides to provide for diagonal parking. IlvIPROVEMENTS: 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. 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 TERMNI: From Pine Street to Elm Street DESCRIPTION: Existing bituminous surfaced pavement with curb or curb and gutters.. IlVIPROVEMENT: Mill 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 MI.) TERMINI: Pine Street to Chestnut Street DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters and parking on both sides. IlvIPROVEMENTS: 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. 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 S treet - -------- 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. Ilv1PROVEMENT: 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. 234010631ocacioodescript of Transportation o ~~ BE IT RESOLVED, by the Council I, Mrs. Nancy Whites Clerk in and for the City of Canton City, Town or Village County of Fulton ,hereby certify the foregoing to be a true, perfect slid complete copy of a resolution adopted Council or President and Board of Trustees City of Canton City, Town or Village that the following described street(s) be improved under the Illinois Highway Code: Construction of the Illinois Name of Thoroughfare Route From To M rtle Street Loc. A FAU6881 11th Avenue 15`h Avenue Chestnut Street (Loc. B) FAU6884 5`h Avenue 11`h Avenue Chestnut Street (Loc. E) FAU6884 Avenue A Main Street Chestnut Street (Loc. F) FAU6884 White Court 15` Avenue Pine Street (Loc. C) FAU6886 Avenue A 15} Avenue Elm Street (Loc. D) FAU6885 Avenue A 1 S` Avenue Avenue A (Loc. G) FAU6891 Pine Street Elm Street 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 *see attached "Location Description" sheets for proposed Improvement. and be designated as Section 01-00089-01-RS by the Council 2. That there is hereby appropriated the (additional X Yes ^ No) sum of Sixteen Thousand Dollars ( 16,000.00 )for the improvement of said section from the municipality's allotment of Motor Fuel Tax funds. 3. That work shall be done by contract 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 District Engineer Resolution for Improvement by Municipality Under the Illinois Highway Code and shall be constructed *see attached sheets wide Council or President and Board of Trustees at a meeting on Harp IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Clerk City, Town or Village BLR 4103 (Rev. 11/00) 1 Attachment No. 1 LOCATION DESCRIPTIONS Section 01-00089-O1-RS LOCATION: A NAME: Myrtle Street ROUTE: FAU 6881 LENGTH: 2210' (0.419 mi.) TERMNI: 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' 10.222 MI.) WIDTH: 34.5' F-F (B6-18 C & G) Total = 2194' (0.461 MI.) T~RMNI: 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. IMPROVEMENTS: 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. Attachment No. 1 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 15t Ave. = 391' (0.074 MI.) 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 MI.) WIDTH: 44.5' F-F Cur Main to White Court = 188.5' (0.036 MI.) WIDTH: 44.5' TO 127.3 F-F Curb White Court to 15` Ave. = 197.0' (0.037 MI.) WIDTH: 38.5' F-F Curb Total = 844.0' (0.160 MI.) TERMNI: From Avenue A to 1g` Avenue DESCRIPTION: From Area to Main Street and White Court to 15L 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. 3 Attachment No. 1 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 TERMNI: From Avenue A to Main Street DESCRIP i'ION: Existing bituminous surfaced pavement with monolithic curbs. Ilv1PROVEMENT: 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' TER1VIlVI: From White Court to 15` Avenue DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters. Width flares out on both sides to provide for diagonal parking. IMPROVEMENTS: 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. 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 TERMNI: From Pine Street to Elm Street DESCRIPTION: Existing bituminous surfaced pavement with curb or curb and gutters.. IlVIPROVEMENT: Mill 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 MI.) TERMNI: Pine Street to Chestnut Street DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters and parking on both sides. IlvIPROVEMENTS: 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. J Attachment No. 1 LOCATION DESCRIPTIONS Section 01-00089-O1-RS LOCATION: I NAME: White Court 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. IMPROVEMENT: 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. 234010631ocaciondescript O IYnois Department of Transportation City of City, Town or Village County of Fulton Construction BE IT RESOLVED, by the Council of the Council or President and Board of Trustees City of Canton Illinois City, Town or Village that the following described street(s) be improved under the Illinois Highway Code: Name of Thoroughfare Route From To M rtle Street Loc. A FAU6881 11 `h Avenue 15"' Avenue Chestnut Street (Loc. B) FAU6884 5`h Avenue 11`h Avenue Chestnut Street (Loc. E) FAU6884 Avenue A Main Street Chestnut Street (Loc. F) FAU6884 White Court 15` Avenue Pine Street (Loc. C) FAU6886 Avenue A 1S` Avenue Elm Street (Loc. D) FAU6885 Avenue A 15` Avenue Avenue A (Loc. G) FAU6891 Pine Street Elm Street 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 *see attached "Location Description" sheets for proposed Improvement. and be designated as Section 01-00089-01-RS I, Mrs. Nancy Whites Clerk in and for the 2. That there is hereby appropriated the (additional X Yes ^ No) sum of Sixteen Thousand Dollars ( 16,000.00 improvement of said section from the municipality's allotment of Motor Fuel Tax funds. 3. That work shall be done by contract for the 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 Resolution for Improvement by Municipality Under the Illinois Highway Code and shall be constructed "see attached sheets wide Canton hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council Council or President and Board of Trustees at a meeting on f)ata IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this Engineer day of (SEAL) Clerk Town or Village BLR 4103 (Rev. 11/00) 1 Attachment No. l LOCATION DESCRIPTIONS Section 01-00089-O1-RS LOCATION: A NAME: Myrtle Street LENGTH: 2210' (0.419 mi.) ROUTE: FAU 6881 TERMNI: 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: Srn Ave. to 8`~ Ave. = 1024' (0.194 MI.) WIDTH: 36' E-E (B6-18 C & G) 8`~ Ave. to 11`~ Ave. = 1170' 10.222 MI.l WIDTH: 34.5' F-F (B6-18 C & G) Total = 2194' (0.461 MI.) T'ERNINI: 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. IIvIPROVEMENTS: 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. Attachment No. 1 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.) 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. Ilv1PROVEMENT: 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 15t 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 15` 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. 3 Attachment No. 1 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 TERMNI: From Avenue A to Main Street DESCRIPTION: 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: Vanes 34' to 69.2' TERIvINI: From White Court to 15` Avenue DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters. Width flares out on both sides to provide for diagonal pazking. IlVIPROVEMENTS: 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. 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 TERMNI: From Pine Street to Elm Street DESCRIPTION: Existing bituminous surfaced pavement with curb or curb and gutters.. IMPROVEMENT: Mill 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 MI.) TERMNI: Pine Street to Chestnut Street DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters and parking on both sides. IlvIPROVEMENTS: 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. Attachment No. 1 LOCATION DESCRIPTIONS Section 01-00089-O1-RS LOCATION: I NAME: White Court 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. 234010631ocadoadescript Construction Illinois De artment Resolution for Improvement by p Municipality Under the Illinois of Transportafion Highway Code BE IT RESOLVED, by the Council Council or President and Board of Trustees City of Canton City, Town or Village that the following described street(s) be improved under the Illinois Highway Code: of the Illinois Name of Thoroughfare Route From To M rtle Street Loc. A FAU6881 11 `h Avenue 15"' Avenue Chestnut Street (Loc. B) FAU6884 5`h Avenue 11"' Avenue Chestnut Street (Loc. E) FAU6884 Avenue A Main Street Chestnut Street (Loc. F) FAU6884 White Court 1S` Avenue Pine Street (Loc. C) FAU6886 Avenue A 1S` Avenue Elm Street (Loc. D) FAU6885 Avenue A 15` Avenue Avenue A (Loc. G) FAU6891 Pine Street Elm Street 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 `'see attached "Location Description" sheets for proposed Improvement. and be designated as Section 01-00089-01-RS and shall be constructed *see attached sheets wide 2. That there is hereby appropriated the (additional X Yes ^ No) sum of Sixteen Thousand Dollars ( 16,000.00 )for the improvement of said section from the municipality's allotment of Motor Fuel Tax funds. 3. That work shall be done by contract 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 I, Mrs. Nancy Whites Clerk in and for the City of Canton City, Town or Village County of Fulton ,hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council Council or President and Board of Trustees at a meeting on District Engineer nata IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) Clerk City, Town or Village BLR 4103 (Rev. 11/00) 1 Attachment No. 1 LOCATION DESCRIPTIONS Section 01-00089-O1-RS LOCATION: A NAME: Myrtle Street LENGTH: 2210' (0.419 mi.) ROUTE: FAU 6881 TERMNI: 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: Sm Ave. to 8`~ Ave. = 1024' (0.194 MI.) WIDTH: 36' E-E (B6-18 C & G) 8'~ Ave. to 11`~ Ave. = 1170' 10.222 MI.l WIDTH: 34.5' F-F (B6-18 C & G) Total = 2194' (0.461 MI.) T'f:RMNI: 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. Attachment No. 1 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 15t Ave. = 391' (0.074 MI.) 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 ur Main to White Court = 188.5' (0.036 MI.) WIDTH: 44.5' TO 127.3 F-F Curb White Court to 15` Ave. = 197.0' (0.037 MI.) WIDTH: 38.5' F-F Curb Total = 844.0' (0.160 MI.) TERMNI: From Avenue A to 15f Avenue DESCRIPTION: From Area to Main Street and White Court to 151 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. Il~IPROVEMENTS: 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. 3 Attachment No. 1 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 TERMNI: From Avenue A to Main Street DESCRIPTION: 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 15t Avenue DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters. Width flares out on both sides to provide for diagonal parking. IlVIPROVEMENTS: 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. 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 T'ERNiNI: From Pine Street to Elm Street DESCRIPTION: Existing bituminous surfaced pavement with curb or curb and gutters.. IMPROVEMENT: Mill 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 MI.) TERMNI: 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. J Attachment No. 1 LOCATION DESCRIPTIONS Section 01-00089-O1-RS LOCATION: I NAME: White Court 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.l 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. Ilv1PROVEMENT: 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. 234010631ocationdescrip[ m Construction Illinois De rtment Resolution for Improvement by ~ Municipality Under the Illinois of Transportation Highway Code BE IT RESOLVED, by the Council of the Council or President and Board of Trustees City of Canton Illinois City, Town or Village that the following described street(s) be improved under the Illinois Highway Code: Name of Thoroughfare Route From To M rtle Street Loc. A FAU6881 11'h Avenue 15"' Avenue Chestnut Street (Loc. B) FAU6884 5"' Avenue 11'h Avenue Chestnut Street (Loc. E) FAU6884 Avenue A Main Street Chestnut Street (Loc. F) FAU6884 White Court 151 Avenue Pine Street (Loc. C) FAU6886 Avenue A 1S1 Avenue Elm Street (Loc. D) FAU6885 Avenue A 15' Avenue Avenue A (Loc. G) FAU6891 Pine Street Elm Street 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 '`see attached "Location Description" sheets for proposed Improvement. and be designated as Section 01-00089-01-RS I, Mrs. Nancy Whites 2. That there is hereby appropriated the (additional X Yes ^ No) sum of Sixteen Thousand Dollars ( 16,000.00 improvement of said section from the municipality's allotment of Motor Fuel Tax funds. 3. That work shall be done by contract for the 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 City of City, Town or Village County of Fulton and shall be constructed "see attached sheets wide Canton Clerk in and for the hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council Council or President and Board of Trustees at a meeting on District Engineer Harp IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of (SEAL) _ Clerk City, Town or Village BLR 4103 (Rev. 11/00) 1 Attachment No. 1 LOCATION DESCRIPTIONS Section 01-00089-O1-RS LOCATION: A NAME: Myrtle Street LENGTH: 2210' (0.419 mi.) ROUTE: FAU 6881 TERMIVI: 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. Ilv)PROVEMENT: 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.l WIDTH: 34.5' F-F (B6-18 C & G) Total = 2194' (0.461 MI.) T'ERMNI: 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. Attachment No. 1 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 15` Ave. = 391' (0.074 MI.) 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 15t Ave. = 197.0' (0.037 MI.) WIDTH: 38.5' F-F Curb Total = 844.0' (0.160 MI.) T'ERMNI: From Avenue A to 15t Avenue DESCRIPTION: From Area to Main Street and White Court to 15t 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 sepazated by a 5' median. Ilv1PROVEMENTS: 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 mazkings. 3 Attachment No. 1 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 TERMINI: From Avenue A to Main Street DESCRIPTION: Existing bituminous surfaced pavement with monolithic curbs. IlVIPROVEMENT: Mill the existing bituminous surface 1-1/2"; adjust manholes; clean and fll 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' TERNIINI: From White Court to 15` 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. 4 Attaciunent 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: Mill 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 Curh Elm St: to Chestnut St. = 424.5' (0.080 MI.~ WIDTH: 35.42' TO 66.6' & Var. Total = 763.5' (0.144 MI.) T'ERMNI: Pine Street to Chestnut Street DESCRIPTION: Existing bituminous surfaced pavement with curb and gutters and parking on both sides. IlVIPROVEMENTS: 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. J 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: ?9.0' 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. 23401~631ocauoodescriQt