Site work for a road / highway in Englewood, South Dakota. Completed plans call for site work for a road / highway.

Annual application of Mainline Pavement Markings, grooving, and application of new pavement markings. Paper Bids must be submitted upon the printed bid form and sealed with the items being bid clearly indicated on the outside for each project. Description: This item shall consist of preparatory work and operations, including, but not limited to: the necessary movement of personnel, equipment, and incidentals to the project site for the establishment of offices, buildings, and other facilities necessary for work on the project and for work and operations which must be performed and for cost incurred before starting work on the various contract item DESCRIPTION This work consists of furnishing and applying pavement marking materials and surface grooving of Portland cement concrete pavement or asphalt concrete pavement. CONSTRUCTION REQUIREMENTS A. Cold Applied Plastic Pavement Marking and Legends: 1. Prefabrication: Prefabricated legends and symbols shall conform to the applicable shapes and sizes as outlined in the current edition of the MUTCD. 2. Width Tolerance: Width shall be as specified with a tolerance of +-1/8 inch. 3. Surface and Air Temperature: The surface shall be 70F minimum, and ambient air temperature of 60F minimum and rising, at a season when daily highs are above 70F and lows are above 40F. If the manufacturer's recommendations allows for installation at temperature below the minimum required by this section, the Contractor may install the material in accordance with the manufacturer's recommendations, including any additional adhesives. 4. Pavement Condition: Pavement must be dry and free of dirt, dust, and oily substances. 5. Application Instructions: The manufacturer shall supply proper application instructions, and shall identify activators and adhesives which are to be used. An adhesive activator supplied by the manufacturer shall be utilized on applications of this material, except on newly installed asphalt when the surface temperature is 80F or above. A copy of the application instructions shall be provided to the Engineer prior to use. The plastic markings shall be manufactured and packaged in a manner, which will permit storage at normal temperatures for up to one year after purchase. 6. Lane Lines: Lane lines shall not be placed over a longitudinal pavement joint and shall not be installed closer than 1 1/2 inches from the joint. Lane lines shall not deviate more than 1 inch per 200 feet nor shall any deviations be abrupt