The Kenton County Fiscal Court is announcing a Request for Bid (RFB) from qualified contractors for the purpose of full depth reconstruction and asphalt overlay on Goldie Lane and Saylors Court in Kenton County, Kentucky. For Goldie Lane, project limits begin at the intersection of Cadillac Drive and extend east approximately 640 feet to terminus at the cul-de-sac. For Saylors Court, project limits begin at the intersection of KY 2047 (Klette Road) and extend north approximately 880 feet to the intersection of Tamber Ridge Drive. Project limits are shown in Section IV: Project Limits and Layout. Existing pavement thickness on Goldie Lane is approximately 8 inches composed of 6 inches of JPC concrete with integral curb and gutter on subgrade, overlaid with 2 inches of asphalt surface. Existing pavement thickness on Saylors Court is approximately 10 inches composed of 9 inches of asphalt base and 1 inch of asphalt surface. The scope of work in this document is established as follows and depicted in Section IV: Project Limits and Layout. Full depth reconstruction sections will consist of removing the existing JPC/asphalt pavement, curb, gutter and subgrade, then replacing with the proposed typical sections shown in Section V: Typical Sections and Details for Full Depth Reconstruction Sections. Asphalt resurfacing sections will consist of milling to remove the existing asphalt surface and replacing with new asphalt surface. Asphalt Base Repairs are also needed on Saylors Court. Asphalt Base Repairs shall be constructed per the special note for Asphalt Base Repairs in Section II: Special Notes for Full Depth Reconstruction and Asphalt Resurfacing. The proposed Rolled Curb and Gutter is to be constructed on the same lines and to the same finished grade as the existing curb. Since the existing JPC pavement on Goldie Lane will remain in place and receive a new asphalt overlay from STA 0+00 to STA 4+57, the proposed Rolled Curb and Gutter will need to be transitioned to meet the same lines and same finished grade as the existing curb and gutter. This transition shall be tapered such that the final asphalt surface can be placed along the entirety of Goldie Lane smoothly with no drop from one section to the other. The proposed typical section is to be constructed with a two percent crown to match the finished grade of the new curb and gutter.