The Westbound asphalt roadway at 203 Webb Blvd is to be replaced as noted in section 3 of this scope of work. The area of replacement will be 17’ wide by 110’ long. There are seven one-foot square depressions within this section of asphalt which have developed by the use of well pointing during a previous utility project. See Figure 5. The seven well point holes are to be located and bored utilizing a 6” auger bit by a minimum of 6’ deep. All seven well point holes shall be compacted to 98% standard proctor in eight-inch lifts to 50% of the existing well point hole utilizing engineered select fill. Upon reaching 50% of the well point hole excavatable flowable fill is to be utilized to fill the remainder of the well point hole to the elevation of the foundation base. See figure 4. A section of the concrete driveway from 203 Webb has been extended into the Westbound asphalt; this section of concrete is to be saw cut straight and removed and replaced utilizing asphalt. All pavement restoration shall adhere to section 3, Pavement Restoration and Contractors Responsibilities, within this scope of work. The City of Havelock shall not be held responsible for omissions or errors in description. The contractor is to supply all labor, materials, and equipment to complete this project, unless otherwise specified in writing. The contractor will be responsible for any and all locating services and verifying. Any damage to any utilities during the course of this project will be the responsibility of the contractor to repair and restore to service. The contractor shall be responsible for all traffic control during the utility cut repairs.
