Specifications include, but are not limited to: Work in this section shall include the construction of a soil-cement base course and hot-mix asphalt overlay of 0.812 miles of F.A.S. 801. It will include the construction of a soil-cement base course, A-1 surface, hot-mix asphalt surface course, aggregate wedge shoulders, and miscellaneous items for completion of the project.; Access and Maintenance of Driveways and Streets: It shall be the responsibility of the Contractor to keep all driveways and streets disturbed by construction maintained and passable as directed by the Engineer. The Contractor shall provide access to residences along the closed section of road. When processing soil-cement base course in front of residences with one and only access to Dundas Lane, the Contractor shall minimize the time the driveways are blocked. After passing said entrances, the Contractor shall provide passable driving surfaces. Any and all grading of existing aggregate to match driving surface elevations and driveway widths shall be provided by the Contractor. This work will not be measured for payment and shall be included in the Contract. If construction is delayed until the next construction season, the driveways and streets shall be maintained and kept passable by the Contractor over the winter months as directed by the Engineer. ; Aggregate Stockpiles and Payment: Aggregate for each individual pay item shall be stockpiled separately, in a secure location according to Article 106 of the Standard Specifications. Truckloads of aggregate delivered the same day that aggregate will be placed will be allowed, but the aggregate for each truck load and respective weight ticket shall be used for one independent pay item. Under no circumstance shall aggregate from the same stockpile or truckload be used for more than one independent pay item. For example, if a weight ticket from a truckload or stockpile that is designated for Aggregate Base Course, Type B is split and also used for Aggregate Surface Course, Type B, the weight ticket will not be included for payment. The Contractor will forfeit all claims against the Engineer for payment for each weight ticket for aggregate from one weight ticket or stockpile that is designated for one pay item and used for a different pay item with no exceptions allowed.; Bituminous Materials (Cover and Seal Coats): This work shall consist of constructing a single bituminous surface treatment (A-1) and a micro-surfacing on the proposed soil-cement base. This work shall conform to Local Roads and Streets Recurring Special Provision #9. The Bituminous material shall be HFRS-2P applied at a rate of 0.35 gal/sq yd.
