Site work and paving for a mixed-use development in Dekalb, Illinois. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; and sidewalk / parking lot.

HMA overlay with other incidental work. The work of this section shall consist of placing a 1.25" lift of Hot Mix Asphalt Surface Course, IL-9.5, Mix "C", N50 and other incidental work on South Malta Road on the southwest side of DeKalb, IL. The total distance of work for this project is 3675 ft. Hot-Mix Asphalt Surface Removal - Butt Joint This work shall be done in accordance with Section 406.08 of the Standard Specifications. The work shall consist of milling the existing pavement at various locations throughout the project. The Butt Joints on South Malta Road shall be 1.25" deep tapered to 0" over 25 feet. The Butt Joints for the driveways shall be 1.25" deep tapered to 0" over 3 feet and terminate 3' from the edge of the roadway or as directed by the Engineer. The Butt Joints for the sideroads and along the curb shall be 1.25" deep tapered to 0" over 4 feet or as directed by the Engineer. Any and all Temporary Ramps required by the Engineer as per Article 406.08 will be considered incidental to this pay item. Method of Measurement - Only that portion of the pavement that has been milled to a minimum depth of 1/4 " will be measured for payment. This work, including all milling, hauling and disposal of the millings shall be paid for at the contract unit price per square yard for Hot-Mix Asphalt Surface Removal - Butt Joint. Hot Mix Asphalt Surface Course, IL-9.5, MIX "C", N50 This work shall consist of placing a 1.25" lift of Hot Mix Asphalt Surface Course on the the existing Hot Mix Asphalt on South Malta Road. Local Quality Assurance / Quality Management QC/QA for HMA will be performed per LR1030-2. Article 406.05 Preparation, Priming, and Leveling of HMA -The bituminous materials shall be applied per standard specifications or to the satisfaction of the Engineer prior to placement of the Hot-Mix Asphalt Surface Course, IL-9.5, Mixture "C", N50. The Tack Coat shall be placed on any section of roadway no more than five days in advance of the placement of HMA. Article 406.14 Basis of Payment - This work shall be paid for at the contract unit price per pound for Bituminous Materials (Tack Coat). Hot Mix Asphalt Surface Course, IL-9.5, Mix "C", N50 shall include Quality Control as per Section 1030-2. PG Grade PG 64-22 Design Air Voids 4% Mixture Composition IL 9.5 Friction Aggregate Mixture C Quantities are estimate prepared for the establishment of pay item prices and are the responsibility of the contractor to confirm prior to bidding. Quantities may be increased, decreased, or omitted to satisfactorily complete the project. Traffic Control shall be in accordance with the applicable sections of the Standard Specifications for Road and Bridge Construction, the applicable guidelines contained in the manual on Uniform Traffic Control Devices for Streets and Highways, these Special Provisions, and any special details and Highway Standards contained herein and in the plans. Standards 701201, 701301, 701306, 701901, BLR 24-2. The entire section shall remain open to a minimum of one lane traffic during construction. After hours of operation each day, the contractor shall open both lanes to overnight traffic. The presence of temporary traffic control drawings or standards in the project plans, whether a pay item or not, does not relieve the contractor of his obligation to the public, in accordance with Article 107.14 of the Standard Specifications for Road and Bridge Construction. The contractor shall provide, to the satisfaction of the Engineer, all protection deemed necessary beyond that shown in the plans or Special Provisions. "Bump" signs shall be installed as directed by the Engineer. "Low Shoulder" signs shall be installed at 2 mile intervals or as directed by the Engineer. Flaggers shall comply with all requirements contained in the Department's "Flagger Handbook" with the following exception: The ANSII Class 2 vest will not be supplied by the Department. The cost of any and all traffic control required by these special provisions and the standards included in this proposal shall be considered incidental to the contract. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals. All Hot-Mix Asphalt Overlay work shall be completed before the completion date of this contract which will be based upon 15 calendar days. The completion date will be determined by the earlier of: A) Adding the specified number of calendar days to the date the Contractor begins any Hot-Mix-Asphalt work, OR B) August 30, 2024,