KLB Construction 6/22/2016 - Laserfiche WebLink

CITY OF EVERETT SPECIAL PROVISIONS 2-02.3(4) Obliteration of Pavement Markings (******) Remove pavement markings where shown on the Plans or where designated by the Engineer. Obliterate pavement marking until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. If the pavement is materially damaged by pavement marking removal operation, Contractor shall repair the pavement damage, at the Contractor's expense, to a condition equal to existing pavement that had no markings obliterated. Remove sand or other material deposited on the pavement as a result of removing stripes and markings as the Work progresses to avoid hazardous conditions. Accumulation of sand or other material that might interfere with drainage will not be permitted. 2-02.3(5) Abandon Pipe In-place (******) Existing pipes designated on plans to be abandoned shall be plugged on both ends as specified in 7-08.3(4). Where in conflict with new work, abandoned pipes shall be removed and disposed of as necessary to install the new work and the existing pipe that remains shall be plugged. If designated on Plans, fill abandoned in-place pipe with Controlled Density Fill as specified in 2-09.3(1)E. ' 2-02.3(7) Salvage (******) Carefully salvage and deliver to the Owner in good condition, all materials of recoverable value taken from the discarded facilities, unless otherwise indicated. Materials and things deemed of no value by the Engineer shall become the Contractor's property to be removed and properly disposed. Remove excess concrete, debris and dirt from castings and other materials the Engineer designates suitable for salvage and that are not to be re-used elsewhere on the Project. Deliver salvage castings and materials to the location designated by the ' Engineer. 2-02.3(8) Waste Disposal (******) Provide waste site for disposal of materials not required for construction. Arrange waste disposal at no expense to the City. Waste disposal shall meet the requirements of 2-03.3(7)C of the Standard Specifications. ' 2-02.3(9) Abandon Existing Water Valves In-place (******) Prior to abandoning existing water valves in-place, coordinate with City to have City forces close valve. After City forces verify valve is closed, remove valve box and extension, if any, and backfill with Gravel Borrow as specified in 9-03.14(1). Compact backfill to a minimum of 95 percent maximum density in accordance with 2-03.3(14)D. 1 2-02.3(10) Removal of Catch Basins, Manholes, Inlets or Sumps Excavate and completely remove the structure including, but not limited to, casting and outlet trap, concrete encasement and bricks, as applicable to each removal item listed ' in the Proposal. Plug existing connecting pipes that remain as specified in 7-08.3(4). Backfill shall be Gravel Borrow as specified in 9-03.14(1). Compact backfill to a minimum of 95 percent maximum density in accordance with 2-03.3(14)D. SEWER SYSTEM REPLACEMENT AND CAPACITY IMPROVEMENTS SEWER "M" PHASE II WO No.- UP3470-10 Division 2-EARTHWORK April 2016 SP - 159