Site work and paving for a civil project in Putney, Kentucky. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Harlan County Fd04 048 0119 007-011 : Us Highway 119 (Us 119) (Mp 7.596) From 0.03 Miles South of Tremont Drive to 0.05 Miles North of Cate Hollow, Mill and Trench Shoulder With Full Depth Pavement, Overlay And Restripe Roadway With Centerline Buffer (Mp 10.878), a Distance of 3.28 Miles. Asphalt Surface With Grade & Drain. Syp No. 11-09031.00. The Department Will Only Accept Bidder Registration Forms From Contractors Who Are Prequalified in the Work Categories of the Particular Project. Registration Will Be Closed at 3:00 Pm on the Day Preceding the Letting. KYDOT - 351 - Asphalt Surface With Grade & Drain - US Highway 119 Except as specified herein, perform all work in accordance with the Department's Standard Specifications, Supplemental Specifications, applicable Special Notes and Special Provisions, and applicable Standard and Sepia Drawings, current editions. Furnish all materials, labor, equipment, and incidentals for the following work: Pavement Resurfacing. The existing roadway is to be resurfaced from Station 401+07.79 to Station 574+37.47. Paving limits to encompass entire roadway including existing/proposed paved shoulders. Other items that may be associated with the pavement resurfacing include: construction of edge keys, installation of rumble strips, and application of pavement markings. Refer to the rumble strip Standard Drawings for recommended placement of rumble strips and see Striping Detail Sheet in the plans. Shoulder Mill & Trench Full Depth Pavement. Construct a 6 ft trench along the shoulder on one side of the road as identified on the plan sheets. Replace with asphalt surface and asphalt base as shown on the typical section. Removal of Existing Signing Assemblies and Installation of Proposed Signing. A quantity of "Remove Sign" has been included for removal of existing signs along the corridor, as identified on the Plans and the General Summary. An estimated quantity of new signing and sign post is included on the Signing Summary. The Contractor and Engineer will work with the District Traffic Section to determine the final signing layout and sign types prior to installation of the proposed signing. Refer to the Special Note for Signing and the Special Note for Signage for more details concerning the procedures for determining and staking the final layout and installation of the signing. Temporary Striping. A quantity Pave Striping - Temp Paint - 6 in has been included in the contract. The Contractor and Engineer should work together to determine any locations throughout the project requiring temporary pavement striping. The Engineer will make the final determination as to the quantities and placement of temporary pavement striping. Thermoplastic 6" Striping. A quantity of Pave Striping - Thermo - 6 in has been included in the contract to restripe the entire corridor with 6" thermoplastic paint. Use the Striping Detail sheet included in the plan set to layout striping. Except as provided herein, this work shall be performed in accordance with the current edition of the Manual on Uniform Traffic Control Devices (MUTCD), the Department's current Standard Specifications and Interim Supplemental Specifications, applicable Standard and Sepia Drawings, and applicable Special Provisions. Article references are to the Standard Specifications. This project shall consist of furnishing all labor, equipment, materials, and incidentals for the following: (1) Maintaining and Controlling Traffic; (2) Furnish, Fabricate, and Erect Signs; and (3) All other work specified in the Contract. The KYCT (Kentucky Method for Cracking Test) and the IDEAL -RT/IDT -HT test results will help determine if the mixture is susceptible to cracking and rutting. During the experimental phase, data will be gathered and analyzed by the Department to determine the durability and stability of the bituminous mixes. Additionally, the data will help the Department to create future performance -based specifications which will include the KYCT and field rutting test methods.