Street Cuts and Trenching Sample Clauses

Street Cuts and Trenching. Nothing in this Agreement modifies or limits the Grantor's policies, as adopted and implemented by the Grantor's Public Services Department, relating to the cutting or trenching of public streets.
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Related to Street Cuts and Trenching

  • 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.

  • Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.

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

  • Infrastructure Vulnerability Scanning Supplier will scan its internal environments (e.g., servers, network devices, etc.) related to Deliverables monthly and external environments related to Deliverables weekly. Supplier will have a defined process to address any findings but will ensure that any high-risk vulnerabilities are addressed within 30 days.

  • Trunk Group Architecture and Traffic Routing The Parties shall jointly engineer and configure Local/IntraLATA Trunks over the physical Interconnection arrangements as follows:

  • Vegetation No trees or other vegetation may be removed from the site without prior approval from the Town, except in accordance with Section 4 above and pursuant to the Annual Plan.

  • Geometric visibility The visibility of the illuminating surface, including its visibility in areas which do not appear to be illuminated in the direction of observation considered, shall be ensured within a divergent space defined by generating lines based on the perimeter of the illuminating surface and forming an angle of not less than 5° with the axis of reference of the headlamp. The origin of the angles of geometric visibility is the perimeter of the projection of the illuminating surface on a transverse plane tangent to the foremost part of the lens of the headlamp.

  • 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.

  • Parking and Transportation ‌ The Union agrees that during the life of this Agreement, the University may apply changes in transportation policy, including adjusting parking and U-Pass fees and criteria for assigning parking spots, to the bargaining unit without the obligation to bargain with the Union. The Union may raise issues and concerns about the University’s parking program at Joint Labor/Management Committee meetings or at ad hoc Labor Management Committee meetings. The Union shall have a standing seat on the University’s committee(s) that work on transportation and parking issues.

  • 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.

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