Concrete Paved Shoulders Sample Clauses

Concrete Paved Shoulders. Concrete paved shoulders shall be placed within sixty (60) calendar days after the removal of each section of existing shoulder regardless of the type of base materials being placed on the shoulders. During the placement period, traffic control devices shall be in accordance with the appropriate detail based on the depth of the change in elevation. Differences in elevation of more than two inches between the travel way and the shoulder will not be allowed for more than a 24- hour period. A single length of excavated area that does not exceed 1000 feet in total length may be left open as a start up area for periods not to exceed 48 hours provided the Contractor can demonstrate the ability to continuously excavate and backfill in a proficient manner. Prior approval of the Engineer shall be obtained before any startup area may be allowed. Any other disturbed shoulder areas shall be healed as in Detail 150-E.
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Related to Concrete Paved Shoulders

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

  • Rippable Rock Rippable rock is defined as any material that can be ripped with a single-tooth hydraulic ripper drawn by a crawler tractor having a minimum draw bar pull rated at not less than 56,000 pounds (Caterpillar D-8K or equivalent) and occupies an original volume of at least one cubic yard.

  • Completion of Concrete Pours and Emergency Work 24.14.1 Except as provided in this sub-clause an employee shall not work or be required to work in the rain.

  • TRENCH SHORING If this Contract is in excess of $25,000 and is for the excavation of any trench deeper than five (5) feet, Contractor must submit and obtain District’s approval and acceptance, in advance of excavation, of a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

  • Clearcutting Units All trees that meet Utilization Standards within “Clearcutting Units” are designated for cutting.

  • Volunteer Firefighting Leave Leave without pay will be granted when an employee who is a volunteer firefighter is called to duty to respond to a fire, natural disaster or medical emergency.

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

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  • Trench Rock Trench rock is defined as any material that must be removed from a trench that cannot be excavated with a hydraulic excavator having a bucket curling force rated at not less than 18,300 pounds (Caterpillar Model 215 or equivalent) and occupies an original volume of at least one-half cubic yard.

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