THRUST BLOCKING Sample Clauses

THRUST BLOCKING. Replace the first, second, and sixth paragraphs in this section with the following: Force main and water main shall be installed in accordance with AWWA C600 for iron pipe, AWWA C605 for PVC pipe, and AWWA M55 for HDPE pipe. All plugs, caps, tees, hydrants, bends, and other fittings for water mains and force mains shall be provided with restrained joints. The minimum length of pipe to be restrained shall be as shown in the following table: REQUIRED LENGTH OF RESTRAINED PIPE BEYOND FITTING IN FEET Fitting Minimum Length–Ft 90 Degree inches) 36 90 Degree Bend (8 inches to 10 inches) 54 90 Degree Bend (12 inches to 14 inches) 72 90 Degree Bend (16 inches) 84 45 Degree inches) 18
Sample 1
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THRUST BLOCKING. 1. The parameters involved in the design of thrust blocks shall include pipe size, maximum system pressure, angle of the bend, (or the configuration of the fitting), and the horizontal bearing strength of the soil. Bearing surface should, where possible, be placed against undisturbed soil. Where it is not possible, the fill between the bearing surface and undisturbed soil must be compacted to at least 90% Standard Xxxxxxx density.
Sample 1
THRUST BLOCKING. Thrust block size shall be determined by North Park Public Water District.
Sample 1
THRUST BLOCKING. A. Provide concrete thrust blocking in accordance with the Standard Detail.
Sample 1

Related to THRUST BLOCKING

  • 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.

  • Cutting, Patching, and Fitting The Contractor shall do all cutting, patching, and fitting of the Work that may be required to make its several parts come together properly and fit.

  • Staging In addition to the staging categories listed in paragraph 1 of Annex 2-A, this Schedule contains staging categories 20-A, 20-B, PR-1 and PR-130:

  • 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.

  • Hepatitis B Vaccine Where the Hospital identifies high risk areas where employees are exposed to Hepatitis B, the Hospital will provide, at no cost to the employees, a Hepatitis B vaccine.

  • TOOL STORAGE 1. A company shall provide on all construction jobs in towns and cities, and elsewhere where reasonably necessary and practicable (or if requested buy the employee), a suitable and secure waterproof lock-up solely for the purpose of storing employees’ tools, and on multi-storey and major projects the company shall provide, where possible, a suitable lock-up for employees’ tools within a reasonable distance of the work area of large groups of employees.

  • Skidding and Yarding Methods of skid- ding or yarding specified for particular areas, if any, are indicated on Sale Area Map. Outside Clearcutting Units and construction clearings, insofar as ground conditions permit, products shall not be skidded against reserve trees or groups of reproduction and tractors shall be equipped with a winch to facilitate skidding. B6.421 Rigging. Insofar as practicable, needed rigging shall be slung on stumps or trees desig- nated for cutting.

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

  • Vaccination and Inoculation (a) The Employer agrees to take all reasonable precautions, including in-service seminars, to limit the spread of infectious diseases among employees.

  • Cutting and Patching The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly.

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