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

Project Scope The project consists of resurfacing the existing parking lot and driving areas. Milling will be performed at designated locations to allow existing asphalt pavement to remain in place and receive a Hot Mix Asphalt (HMA) 13A overlay. Milling shall be performed as necessary to provide smooth transitions at tie-ins and fixed structures. Pavement markings shall be installed after the completion of HMA 13A overlay. Project Specifications o Contractor is required to pull all applicable permits prior to work starting. o Contractor shall furnish all labor, materials, equipment, supervision, and incidentals necessary to complete the work. o Contractor shall maintain safe access to the facility during construction. o Work includes Milling of 6,272 square yards at designated transition areas including a butt joint where driveway ties into M-55, around concrete fuel island, along concrete sidewalks and pads, door landings, adjacent asphalt, curb and gutter sections and existing snowmobile crossing overlay prior to placing HMA 13A. o Milling depth shall be 1-1/2 inch, and shall daylight out where indicated. o 25,725 square yards of HMA 13A shall be placed over the existing asphalt and milled surfaces. o HMA material shall be 13A 0% RAP mix (or approved equivalent). o HMA 13A shall be placed at a target application rate of 165lb/Syd. o A new 965 square yard parking pad will be constructed in the southwest corner adjacent to the sign shop; aggregate base will be prepared by RCRC, contractor paving to consist of two lifts at 165 lb/syd each. o Finished grades of HMA shall match existing elevations at all tie-in points, including curbs, sidewalks, building entrances, and adjacent pavements to maintain smooth flush transitions conforming to ADA requirements. o The overlay shall be placed and compacted to preserve or restore proper surface drainage patterns, ensuring water sheds efficiently. Contractor shall sweep the surface and apply bond coat per section 501 of the Standard Specifications for Construction at a uniform application rate of 0.10 to 0.15 residual gallon/square yard prior to paving. o Parking lot striping and special pavement markings shall be applied in reference to the pavement markings provided in Appendices C, D, and E, and in compliance with all applicable ADA accessibility requirements. o Pavement markings shall include waterborne striping of standard parking stalls and ADA accessible parking stalls, including required access aisles and ADA accessible symbols, as well as polyurea application of special markings including stop bars, directional arrows, and other designated pavement markings. A thermoplastic protective snowmobile crossing overlay shall be applied over top of the new HMA in the same location as the previous one. o All construction and materials shall meet the requirements of the Michigan Department of Transportation 2020 Standard Specifications for Construction, applicable MDOT Special Provisions, and Roscommon County Road Commission Special Provisions. Materials used shall be listed on the MDOT Qualified Products List (QPL) where applicable. o Upon completion, contractor shall remove all debris, clean paved surfaces, and restore disturbed areas. Questions regarding the bid should be directed via phone, or via email to the following contact by 2:00p.m. on Thursday, May 21, 2026 Devin Kernb Engineering Tech Roscommon County Road Commission 820 E. West Branch Road Prudenville, MI 48651 Phone: 989-366-0333 ext. 1008 Email: kernd@roscommoncrc.com Onsite visits scheduled upon request no later than: May 21, 2026