Bituminous Paving Sample Clauses

The Bituminous Paving clause defines the requirements and standards for the installation of bituminous (asphalt) pavement in a construction project. It typically outlines the materials to be used, the preparation of the subgrade, the methods of application, and the quality control measures that must be followed during paving. For example, it may specify the thickness of each asphalt layer, compaction procedures, and testing protocols to ensure durability and performance. The core function of this clause is to ensure that the paved surfaces meet safety, durability, and performance standards, thereby reducing the risk of premature failure and ensuring long-term usability.
Bituminous Paving. 1) Bituminous paving will be provided complete including curb cuts and driveways. 2) Paved areas subject to heavy truck traffic will consist of 8" of aggregate base and 4" of bituminous surface. Paved areas subject to light truck and car traffic consist of 6" of aggregate base and 3" of bituminous surface. Parking area striping and traffic markings are provided.
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Bituminous Paving. A. Bituminous paving mixture, equipment, methods of mixing and placing, and precautions to be observed as to weather, condition of base, and related requirements shall conform to the following: 1. Road: MassDOT Specifications Section 400 - Class I Bituminous Concrete Pavement for roadways. B. Bituminous binder and wearing surface courses shall each be applied individually, in single lifts of full thickness indicated on the Contract Documents. C. No mix shall be placed on wet or damp surfaces. No mix shall be placed when ambient temperatures are 40 degrees Fahrenheit and falling. D. The temperature of bituminous concrete mixture when delivered to the site shall conform to MassDOT Specifications Section 400. E. The Owner’s Representative may require the Contractor to remove and replace at this own expense any defective mix not conforming to the specified job mix formula. 1. If, at any time before the final acceptance of the work, any soft, imperfect places or spots shall develop in the surface, all such places shall be removed and replaced with new materials and then compacted until the edges at which the new work connects with the old become invisible. F. Adjacent paving and curb work shall be protected from stain and damage during entire operation. Damaged and stained areas including curbs shall be replaced or repaired to equal their original condition.
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Bituminous Paving. The Contractor shall furnish and install all bituminous paved parking lots, driveways, and fire lanes as shown on the Site Plan. Bituminous sections shall be as recommended in the previously mentioned Report of Geotechnical Investigation. Parking for 780 cars shall be provided as shown on the Site Plan. Parking lot striping, handicap stall signs, and all other traffic control features in accordance with the site design are included.
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Related to Bituminous Paving

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (▇▇▇) ▇▇▇-▇▇▇▇. The irrigation system shall be designed and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply Comments:

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • Wastewater investments in the construction, material enhancement, or renewal of infrastructure that supports wastewater and storm water collection, treatment, and management systems. Note: Investments in health infrastructure (e.g., hospitals, long-term care facilities, convalescent centres, and senior centres) are not eligible. Eligible Expenditures will be limited to the following: 1. Infrastructure investments – expenditures associated with acquiring, planning, designing, constructing, or renovating a tangible capital asset and any related debt financing charges specifically identified with that asset. 2. Capacity-building costs – for projects eligible under the capacity-building category only, expenditures associated with the development and implementation of: • Capital investment plans, integrated community sustainability plans, integrated regional plans, housing needs assessments, or asset management plans; • Studies, strategies, systems, software, third-party assessments, plans, or training related to asset management; • Studies, strategies, systems, or plans related to housing or land use; • Studies, strategies, or plans related to the long-term management of infrastructure; and • Other initiatives that strengthen the Recipient’s ability to improve local and regional planning. 3. Joint communications and signage costs – expenditures directly associated with joint federal communication activities and with federal project signage.

  • Porcupine Site Highway 11 and the City of Timmins Thunder Bay and District Toronto/York-Peel