ASPHALT CONCRETE PAVEMENT Sample Clauses

ASPHALT CONCRETE PAVEMENT. The plant mix materials from which the asphaltic pavement is manufactured and the plant at which it is manufactured shall meet the requirements of the State of Georgia Department of Transportation (GDOT), Standard specifications, Articles 820; 802; 883; 831; 828; and 882. Load tickets that meet Georgia Department of Transportation Specifications must accompany all delivered materials. The Contractor must supply copies of all asphalt tickets to the City. Refer to plan sheet 5-002 for asphalt depths.
Sample 1Sample 2
AutoNDA by SimpleDocs
ASPHALT CONCRETE PAVEMENT. The plant mix materials from which the asphaltic pavement is manufactured and the plant at which it is manufactured shall meet the requirements of the State of Georgia Department of Transportation (GDOT), Standard specifications, Articles 820; 802; 883; 831; 828; and 882. Load tickets that meet Georgia Department of Transportation Specifications must accompany all delivered materials. The Contractor must supply copies of all asphalt tickets to the City. Refer to plan sheet 5-002 for asphalt depths. THERMOPLASTIC PAVEMENT MARKINGS This work shall consist of placement of Thermoplastic Pavement Markings. Final (thermoplastic) pavement markings shall be placed at least 20 calendar days but no more than 60 calendar days after placement of final asphalt lift. Final pedestrian crosswalk markings shall adhere to the latest standards. Pavement marking materials shall meet GDOT standard specifications and be on the qualified products list. The Contractor shall install temporary paint pavement markings prior to re-opening the roadway. This work will be considered incidental and should be included in the lump sum bid for Traffic Control. The 20 day wait period for installing final thermoplastic striping will not count against the available calendar days as long as all other work is complete, including temporary centerline striping, and the road has been re-opened.
Sample 1
ASPHALT CONCRETE PAVEMENT. A. Contractor shall place asphalt concrete on prepared aggregate base as specified below (exception will be “skin patch”).
Sample 1

Related to ASPHALT CONCRETE PAVEMENT

  • Pavement The combined surface course, base course, and subbase course, if any, considered as a single unit.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Provisioning of High Frequency Spectrum and Splitter Space 3.2.1 BellSouth will provide <<customer_name>> with access to the High Frequency Spectrum as follows:

  • Carpet Cleaning Shampooing carpets with the deep dirt extraction (steam cleaning) method per manufactures recommendations.

  • Television Equipment Recycling Program If this Contract is for the purchase or lease of covered television equipment, then Contractor certifies that it is compliance with Subchapter Z, Chapter 361 of the Texas Health and Safety Code related to the Television Equipment Recycling Program.

  • 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.

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Television Equipment Recycling If this Contract is for the purchase or lease of covered television equipment, then Contractor certifies that it is compliance with Subchapter Z, Chapter 361 of the Texas Health and Safety Code related to the Television Equipment Recycling Program.

  • MASONRY 4.1 Storm Shelter Area/Tornado Protection: In new building construction, provide lateral and vertical bracing in the walls around the employee toilet rooms. DIVISION 5 – METALS

  • Crossing Picket Lines The Company will not expect an employee to cross a picket line, including a picket line at a customer site, if to do so would place the employee's life, limb or personal property in jeopardy.

Draft better contracts in just 5 minutes Get the weekly Law Insider newsletter packed with expert videos, webinars, ebooks, and more!