TRENCHLESS EXCAVATION Sample Clauses

TRENCHLESS EXCAVATION. E14.1 Further to Clause 3.4.1 of CW 2130, all sewers to be installed by trenchless methods except as explicitly noted on the Drawings. Where necessary tie-ins to existing sewers may be through open cut methods.
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TRENCHLESS EXCAVATION. All stakeholders adhere to all Best Practices and the following general guidelines prior to, during and after any trenchless excavation (as applicable).
TRENCHLESS EXCAVATION. E12.1 Further to Clause 3.4.1 of CW 2130, all sewers to be installed by trenchless methods except as explicitly noted on the Drawings. Where necessary tie-ins to existing sewers may be done using open cut methods. E12.2 Selection of excavation equipment for installation of sewers by trenchless methods shall be the responsibility of the Contractor and shall be made based on expected soil conditions as detailed on the test hole logs. Trenchless sewer installation may be by any suitable methods including horizontal earth coring, pipe jacking, horizontal directional drilling or by tunnel boring that will meet the design objective and not conflict with Traffic Management.

Related to TRENCHLESS EXCAVATION

  • Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.

  • Built-up Area The built-up area for the Designated Apartment or any other Unit shall mean the Carpet Area of such Unit and Balcony area and 50% (fifty percent) of the area covered by those external walls which are common between such Unit/Balcony and any other Unit/Balcony and the area covered by all other external walls of the such Unit/Balcony.

  • 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.

  • Provisioning Line Splitting and Splitter Space 3.8.1 The Data LEC, Voice CLEC or BellSouth may provide the splitter. When EZ Phone or its authorized agent owns the splitter, Line Splitting requires the following: a non-designed analog Loop from the serving wire center to the NID at the End User’s location; a collocation cross connection connecting the Loop to the collocation space; a second collocation cross connection from the collocation space connected to a voice port; the high frequency spectrum line activation, and a splitter. The Loop and port cannot be a Loop and port combination (i.e. UNE-P), but must be individual stand-alone Network Elements. When BellSouth owns the splitter, Line Splitting requires the following: a non designed analog Loop from the serving wire center to the NID at the End User’s location with CFA and splitter port assignments, and a collocation cross connection from the collocation space connected to a voice port.

  • Provisioning of High Frequency Spectrum and Splitter Space 3.2.1 BellSouth will provide <<customer_name>> with access to the High Frequency Spectrum as follows:

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

  • Study Area The study area focused on the Bulk Power System in South-Eastern New York between Albany and New York City, and voltages underlying systems at 115 kV and above in the lower Xxxxxx Valley (Zones G, H & I). In the PSS™E power flow base case provided by NYISO, facilities rated at 115 kV and above in PSS™E designated areas 6 through 11 are monitored in the study. These areas are: • Capital District • Xxxxxx • Millwood • Xxxxxxxxx • Con Ed • Long Island

  • 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.

  • FABRICATION Making up data or results and recording or reporting them.

  • 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:

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