Faber Construction 8/14/2017 - Laserfiche WebLink

ICITY OF EVERETT SPECIAL PROVISIONS No cuts diagonal insidewalk t will be allowed unless otherwise indicated on the Plans or directed by the Engineer. I2-02.3(3)E Removal of Catch Basins, Manholes, Inlets or Sumps Excavate and completely remove the structure including, but not limited to, casting I and outlet trap, concrete encasement and bricks, as applicable to each removal item listed in the Proposal. Plug existing connecting pipes that remain by filling with Commercial Concrete I Cement Grout a minimum length of 24—inches into the pipe. 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. I 2-02.3(4) Obliteration of Pavement Markings ( ) Remove pavement markings where shown on the Plans or where designated by the I 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 I 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 Plug pipe ends of pipes designated on Plans being abandoned in-place using commercial concrete. If designated on Plans, fill abandoned in-place pipe with I Controlled Density Fill as specified in 2-09.3(1)E. 2-02.3(6) Sawing and Line Drilling (******) I 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. I 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 I 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 I base. b. For rigid base constructed with mortared decorative or special pavement including, but not limited to, brick, cobblestone, or paver block, or a I 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 I (******) Carefully salvage and deliver to the Owner in good condition, all materials of recoverable value taken from the discarded facilities, unless otherwise indicated. I Materials and things deemed of no value by the Engineer shall become the Contractor's property to be removed and properly disposed. Sewer Regulators R4 and Division 2—EARTHWORK May 2017 R39 Modifications IWO No.-UP3633 SP-137