ASPHALT PAVING Sample Clauses
The ASPHALT PAVING clause sets out the requirements and standards for the installation of asphalt pavement in a construction project. It typically details the materials to be used, the preparation of the subgrade, the thickness and compaction of the asphalt layers, and the methods for finishing and curing the surface. For example, it may specify the type of asphalt mix, temperature ranges for application, and quality control testing procedures. The core function of this clause is to ensure that the asphalt paving is performed to a consistent quality, providing a durable and safe surface while minimizing future maintenance issues.
POPULAR SAMPLE Copied 2 times
ASPHALT PAVING. 2 inch thickness (includes sub-base): [Per Square Foot]. This pay item includes all costs associated with the installation of replacement asphalt of 2 inch thickness.
ASPHALT PAVING additional 1 inch thickness: [Per Square Foot]. This pay item includes all costs associated with the installation of additional replacement asphalt of 1 inch thickness.
ASPHALT PAVING. Will be performed based on the recommendations of the civil engineer and soils engineer, on aggregate subbase for auto and truck traffic. This specification is subject to soils report and local or State requirements, any deviations may result in a cost adjustment. Efforts will be made to design drainage to be gravity-flow in the dock areas. Landlord will strip the pavement according to applicable codes.
ASPHALT PAVING. Paving section for truck traffic areas will be per recommendations of soils engineer. Paving section for auto and truck traffic areas will be per recommendations of soils engineer. Civil drawings to indicate paving sections. Approximately 168 trailer spaces and 437 automobile spaces shall be striped.
ASPHALT PAVING. Asphalt paved areas serving automobiles shall be prepared and paved in accordance with the project geotechnical engineer.
ASPHALT PAVING. PART 1 - GENERAL
1.01 SECTION INCLUDES BUT IS NOT LIMITED TO:
A. Grading and compaction of subgrade B. Incidental Road work C. Park Pathways
1.02 RELATED SECTIONS A. Section 31 22 00 - Rough Grading 1.03 REFERENCES A. Standard Specifications, Section 205, 212.
ASPHALT PAVING. Landlord shall provide asphalt paving throughout parking area. A licensed engineer shall appropriately specify sub-base, aggregate, asphaltic binder and sealant to apply with applicable codes.
ASPHALT PAVING. Where asphalt streets are to be constructed, the final lift of asphalt shall not be installed until A. One Construction Season expires from the date all underground infrastructure is installed, and B. A minimum of 6 months expire from the date all underground infrastructure is installed, and
ASPHALT PAVING. Based further on the recommendations of the civil engineer and soils engineer, automotive paving sections to consist of 3" asphalt paving over 6" aggregate base. All truck paving and rear storage yard areas shall be considered Asphaltic Concrete with sections to consist of 4" asphalt paving over 6" aggregate base. This specification is subject to soils report and local or State requirements; any deviations may result in a cost adjustment.
ASPHALT PAVING. Locations within project recreational area limits will be periodically identified for paving. Campsite entrances, short gravel roads experiencing excessive erosion and areas needing resurfacing will be paved IAW standards in TP-14.1. Road widths and radiuses will be individually laid out prior to placement IAW EM ▇▇▇▇-▇-▇▇▇.