ASPHALT CONCRETE REMOVAL Sample Clauses

ASPHALT CONCRETE REMOVAL. This item shall be carried out in accordance with the Department's Standard Specification, Division 4 Section 6 - Removal of Asphalt Concrete, except as modified below. If asphalt concrete is removed by cold planing, the planer shall be of a width no larger than the width of material to be removed as directed by the Engineer and to the satisfaction of the Engineer. Payment for asphalt concrete removal will be at the Contract unit bid price per square metre, regardless of depth, which price shall be full compensation for the furnishing of all equipment, materials, labour, transportation, unloading, disposal and incidentals necessary to complete the work herein specified.
Sample 1
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ASPHALT CONCRETE REMOVAL. This item shall be carried out in accordance with the Department's Standard Specification, Division 4 Section 6 - Removal of Asphalt Concrete, except as modified below. If asphalt concrete is removed by cold planing, the planer shall be of a width no larger than the width of material to be removed as directed by the Engineer and to the satisfaction of the Engineer. Asphalt concrete material shall be removed to a depth as directed by the Engineer where there may be soft spots, and where directed by the Engineer. All asphalt concrete edges shall be cut smooth and square. The Contractor is responsible for disposal of all asphalt concrete removed, at a site approved for disposal of these materials. Payment for asphalt concrete removal will be at the Contract unit bid price per square metre, regardless of depth, which price shall be full compensation for the furnishing of all equipment, materials, labour, transportation, unloading, disposal and incidentals necessary to complete the work herein specified.
Sample 1
ASPHALT CONCRETE REMOVAL. This item shall be carried out in accordance with the Department's Standard Specification, Division 4 Section 6 - Removal of Asphalt Concrete, except as modified below. If asphalt concrete is removed by cold planing, the planer shall be of a width no larger than the width of material to be removed as directed by the Engineer and to the satisfaction of the Engineer. Asphalt concrete material shall be removed to a depth as directed by the Engineer in areas where there are major ruts or potholes, and where otherwise directed by the Engineer. All asphalt concrete edges shall be cut smooth and square. The Contractor is responsible for disposal of all asphalt concrete removed, at a site approved for disposal of these materials.
Sample 1
ASPHALT CONCRETE REMOVAL. This item shall be carried out in accordance with the Department's Standard Specification, Division 4 Section 6 ‐ Removal of Asphalt Concrete, except as modified below. Asphalt concrete material shall be removed to a depth as directed by the Engineer. All asphalt concrete edges shall be cut smooth and square. The Contractor is responsible for disposal of all asphalt concrete removed, at a site approved for disposal of these materials. Payment for asphalt concrete removal will be at the Contract unit bid price per square metre, regardless of depth, which price shall be full compensation for the furnishing of all equipment, materials, labour, transportation, unloading, disposal and incidentals necessary to complete the work herein specified.
Sample 1

Related to ASPHALT CONCRETE REMOVAL

  • Graffiti Removal Graffiti is detrimental to the health, safety and welfare of the community in that it promotes a perception in the community that the laws protecting public and private property can be disregarded with impunity. This perception fosters a sense of disrespect of the law that results in an increase in crime; degrades the community and leads to urban blight; is detrimental to property values, business opportunities and the enjoyment of life; is inconsistent with the City’s property maintenance goals and aesthetic standards; and results in additional graffiti and in other properties becoming the target of graffiti unless it is quickly removed from public and private property. Graffiti results in visual pollution and is a public nuisance. Graffiti must be abated as quickly as possible to avoid detrimental impacts on the City and County and its residents, and to prevent the further spread of graffiti.

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  • Trash Removal The Licensee shall remove trash from the Cafeteria anytime that waste canisters are full or not less than once after every meal; whichever is greater. Any alteration to this provision must be directed in writing by the Licensing Officer.

  • INSTALLATION AND REMOVAL Show Management reserves the right to fix the time for the installation of a booth prior to the Show opening and for its removal after the conclusion of the Show. Installation of all exhibits must be fully completed by the opening time of the exposition. Any space not claimed and occupied three hours prior to opening, may be resold or reassigned without refund. No exhibitor will be allowed to dismantle or repack any part of his exhibit until after the closing of the Show. 6.

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  • PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

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