R L Alia Company 5/4/2017 - Laserfiche WebLink

I 2-02.3(3)E Removal of Catch Basins,Manholes,Inlets or Sumps Excavate and completely remove the structure including, but not limited to, casting and 1111 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. 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 new work and the existing pipe that remains shall be plugged. If designated on plans, fill abandoned pipe in-place with Controlled Density Fill as specified in 2- 09.3(1)E. 2-02.3(6) Sawing and Line Drilling (******) Saw-cut to full depth mortared decorative or special pavement including, but not limited to, brick, cobblestone or paver block along a neat line with intent of salvaging as many units as possible. When line drilling, drill holes at maximum center-to-center spacing of six-inches. Drill holes perpendicular to the surface and penetrate completely through the pavement. When the Plans indicate, or the Engineer requires, saw-cutting pavement that is comprised of a rigid base and asphalt overlay, saw cut the rigid base to the minimum depth as follows: a. For concrete rigid base, saw cut to a depth of 2/3 the thickness of the rigid base. b. For rigid base constructed with mortared decorative or special pavement including, but not limited to, brick, cobblestone, or paver block, or a combination of such materials saw cut to full depth of the rigid base along a neat line with intent to salvage as many special pavement units as possible. 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. I HAYES STREET REGULATOR February,2017 AND CSO CONTROLS (SRO1, SRO2,AND SRO3) WO No—UP3398-31 SP - 140