R L Alia Company 12/7/2020 - Laserfiche WebLink

CITY OF EVERETT SPECIAL PROVISIONS Plug existing connecting pipes that remain in accordance with 2-02.3(5) of these Special Provisions. 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(3)F Removal of existing pipe Where shown on the plans, excavate and remove the existing pipe as needed for installation of new improvements. Plug connections to structures and existing pipes that remain in accordance with 7-08.3(4) of these Special Provisions. 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 (******) Where designated on the plans, pipes to be abandoned shall be plugged in accordance with 7-08.3(4) of these Special Provisions. 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 remains shall be plugged. If designated on Plans, completely fill abandoned in-place pipe 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. Jackson Park Area Stormwater Separation Division 2—EARTHWORK September 2020 WO No. -UP3703 SP—135