Site work for a road / highway in Lexington, Kentucky. Completed plans call for site work for a road / highway.

Question Cuttoff Date & Time 1/18/2024 10:00:00 AM (ET) Bid Contact Information Workgroup Purchasing Contact Name Jessica Allinder Address 200 East Main Street Lexington, KY 40507 USA Department Procurement Building Government Center Building Contact Email jallinder@lexingtonky.gov The Lexington-Fayette Urban County Government has set a goal that not less than ten percent (10%) of the total value of this contract be subcontracted to MBE/WBE's, and set a goal that not less than three percent (3%) of the total value of this contract be subcontracted to Veteran-Owned Small Businesses. Paint Pavement Markings - covers requirements for Painted Pavement Markings to be furnished and applied by the Contractor. Special marking, such as crosswalks, arrows, bike symbols, railroad crossing, etc. are required unless otherwise specified. Application of Striping (1) Paint shall be applied at a rate of not less than 16.5 gallons per mile of solid 4-inch line and 24.8 gallons per mile of solid 6-inch line. Glass beads shall be applied at a rate of not less than 5 pounds per gallon of paint. (2) The 4-inch lines shall have clean edges and shall not be less than 4-inches or more than 6-inches. The 6-inch lines shall have clean edges and shall not be less than 6-inches or more than 8-inches in width. .These tolerances may not apply when deviations are caused by undulation in the pavement surface. (3) The skip lines shall have a stripe-to-gap ratio of 10-foot paint stripe to a 30- foot gap. The length of the stripe shall not be less than10-foot nor more than 10 feet 6 inches. The stripe gap cycle shall not be less than 39 feet 6 inches nor longer than 40 feet 6 inches. Thermoplastic Pavement Marking - This specification covers a reflectorized pavement striping material of the type that is applied to a road surface in a molten state with premixed glass beads by spray or extrusion means, with a supplemental surface application of glass spheres. When applied properly and at the designated thickness and width the stripe shall, upon cooling, be reflectorized and be able to resist deformation by traffic. The applied material shall be impervious to degradation by motor oil, diesel fuel, grease deposits and ice-preventative chemicals. RETROREFLECTIVE AND SKID RESISTANT BIKE LANE GREEN PREFORMED THERMOPLASTIC PAVEMENT MARKINGS Integrated Multi-polymer Pavement Marking Material (HPS8)- This specification covers a reflectorized engineered multi-polymer pavement marking material that can be applied to road surfaces, including Portland Cement Concrete (PCC) and aged asphalt without need of a primer/sealer. However, primer is recommended for use on concrete and aged asphalt surfaces when used in extended warranty projects. The material is 100% solids and can be applied by standard thermoplastic application equipment at thicknesses as low as 60 mil and up to 120 mil. The applied thickness will have a direct correlation to product durability as thicker markings will result in greater durability. Long-term retro reflectivity is obtained through the incorporation of both AASHTO Type 1 and Type 3 glass beads in the product. Upon cooling to normal pavement temperature, HPS 8 provides a very durable marking material for low and high volume traffic areas Crosswalk sign-in-lane Contractor will supply and install In-Street Pedestrian Crosswalk signs at locations as directed by the LFUCG. Signs shall meet MUTCD specifications. The signs shall be 12" x 36" florescent yellow green diamond grade reflective sheeting with 10" x 24" white 3M High intensity sheeting insert. The signs shall be mounted on a white post and panel with an anti-twist reactive spring assembly that rebounds to upright when struck and is installed on an 8" x 8" Black Surface Mount Fixed Base, Suggested supplier Impact Recovery Systems 4955 Stout Drive, San Antonio TX 78219 or an approved equal.