Site work and paving for a mixed-use development in Galesburg, Illinois. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; and bridge / tunnel.

Construct an 8' wide HMA shared-use path along the north side of South Lake Stoney Road to Woodblock Road in Galesburg. Includes; box culvert extensions, pipe culverts, aggregate shoulders, and sidewalk. Region 3 District 4 Federal Project #N/A Key Route(s) FAU 6780 Section(s) 19-01502-40-BT (GALESBURG) Questions not accepted as of January 06, 2026 04:30 PM. Questions directed to: IDOT Contracts Office Harry R. Hanley Building Room 326 2300 South Dirksen Parkway Springfield, IL 62764 (217) 782-7806 Fax: (217) 785-1141 TDD: (217) 524-4875 DOT.DE-Contracts@illinois.gov Contractors who desire to become prequalified or to renew their prequalification for this letting must file with the Department of Transportation, Bureau of Construction, Room 322, 2300 South Dirksen Parkway, Springfield, Illinois 62764, a Contractor's Statement of Experience and Financial Condition no later than 4:30 PM prevailing local time, December 26, 2025. A contractor will not be prequalified for this letting unless the statement is received before the time and day established. The Department reserves the right to reject any and all bids, to waive minor or immaterial irregularities, informalities or technicalities, to advertise for new bids, or to request confirmation or clarification from any bidder regarding a bid. IL DOT - 220 - Construct an 8' Wide HMA Shared-Use Path - South Lake Stoney Road This work shall consist of constructing chain link fences at locations shown on the plans and as directed by the Engineer. This work shall be in accordance with the details shown on the plans, the applicable parts of Standard 664001-02, and Section 664 of the Standard Specifications except for the following: 1. All posts, including line posts, shall be 2" diameter schedule 80 pipe and shall be spaced at 8 feet maximum. 2. A 1.5" diameter top horizontal rail shall be installed in place of the top tension wire. 3. A rubrail shall be mounted on the fence with its centerline 42" above the traveled surface. The face of the rubrail shall be 7'-0" from the centerline of the trail unless indicated differently on the plans. The rubrail shall consist of a 2x12 treated timber member securely mounted to the face of the posts and two 2x6x3/4" recycled plastic or vinyl "deck" boards securely mounted to the 2x12 timber member. The deck boards may be screwed to the 2x12, however a smooth surface on the trailside of the boards must be provided. The method of mounting the 2x12's to the posts and deck boards shall be approved by the Engineer prior to construction. The timber 2x12 shall be Southern Yellow Pine or Douglas Fir #2 or better and shall be treated in accordance with Section 1007.12 of the Standard Specifications. The timber 2x12 shall be spliced only at post locations and each member on each side of the splice shall bear firmly on the post. 4. The 1'-0" diameter concrete footing shall be embedded in firm soil (greater than 1200 psf allowable bearing) at least 4'-0". The top of the concrete footing shall be finished smooth with the surface of the trail within 7' of the centerline of the trail then sloped so water will drain away from the post. There shall be at least 1'-0" of soil, at a maximum slope of 4%, behind the post before the top of the slope. 5. The fence fabric shall have knuckled selvages on both the top and the bottom of the fabric. The project is located along South Lake Storey Road, which runs along the south side of Lake Storey near Galesburg, Illinois. The existing road embankment will be widened to the north to provide a bike lane. Three existing concrete box culverts carry unnamed drainage features under South Lake Storey Road. Each culvert will be extended north toward the lake to accommodate the widening of the road embankment. The table below provides relevant information on the proposed culvert extensions, based on plans provided by HEI. The plans also indicate fills of up to 16 feet for the new embankment.