Excavating Sample Clauses

Excavating. All excavating costs are included in the standard home price, except in the event that a spring, sink hole(s), or excessive rock which requires blasting is encountered in excavating for this home. Any additional costs up to $5,000 resulting from water, sink hole(s), rock blasting, or removal (hauling off lot) must be paid by the Buyer(s) to the Contractor at the time of settlement.
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Excavating. Item 53 - Excavate for pull box or manhole.
Excavating a. Excavation shall be by open cut method. Short sections of trench may be tunneled or direct bored with the approval of the Town.
Excavating. A. Excavate to lines, elevations and limits indicated on the drawings, allowing sufficient distance and space to permit erection of forms, shoring and inspections. Excavate as required for placement of utilities and foundations, regardless of type, condition or moisture content of material encountered. If suitable bearings for foundations are not encountered at the depths indicated, immediately notify the Architect and the Owner and do not proceed further until instructions are received.
Excavating. Disposal of surplus excavation material shall be handled in a similar manner to the disposal of surplus stripping material. - It is extremely important in all excavations to ensure that excavated material is not permitted to sluff into the surrounding tree cover, or to bury any plant material that is to be retained. Trees and shrubs on the perimeter of the site can be severely damaged by burial or damage involved in retrieving this material at a later date. - Rocks rolling down steep slopes during excavation or dumping of fill material can severely damage vegetation below. Special attention by equipment operators and extensive downslope protection work may be required. - Careful equipment operation is required to ensure that mechanical damage to trees and surrounding vegetation does not occur. If damage does occur, an approved horticultural sealant will be applied to the tree damage as soon as possible. - All equipment operators should be instructed that the operation of construction equipment off-site is not permitted. This applies both to the perimeter of the site, and to any areas within the site that are protected in a natural state. - Alberta Region archaeologists must be informed of any projects in the park that require excavation. This will be scheduled at the preliminary/design phase of the project. Archaeological/Historical concerns will be cleared by Alberta Region Archaeological Division prior to initiation of excavation. - Material sources, material storage areas and width of excavation ditches will be identified and recognized as part of the cost estimate of the project ( trucking requirements, etc.). - All open excavations will be signed and fenced appropriately in order to minimize hazards to both the general public and to wildlife.
Excavating. There shall be no ditching, draining, diking, filling, excavating, dredging, mining or drilling, removal of topsoil, sand, gravel, rock, minerals or other materials, nor any building of roads or change in the topography of the land in any manner, unless directly associated with and incidental to Permitted Uses or archeological exploration by a qualified not-for-profit, state or federal governmental agency.

Related to Excavating

  • Excavation If an excavation shall be made upon land adjacent to the Leased Premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the Leased Premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which the Leased Premises form a part from injury or damage and to support the same by proper foundation, without any claim for damages or indemnity from Landlord, or diminution or abatement of Rent.

  • ADJACENT EXCAVATION-SHORING 32. If an excavation shall be made upon land adjacent to the demised premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the demised premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which demised premises form a part from injury or damage and to support the same by proper foundations without any claim for damages or indemnity against Owner, or diminution or abatement of rent.

  • 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

  • Foundations nor shall the Contractor be responsible for correction of leaks resulting from said failure.

  • 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.

  • Walls 12 Developer shall provide rustication patterns on all walls, except drainage headwalls, in Aesthetic 13 Area 3 in accordance with Exhibit L2.24 of the LAADCR. The final designs shall resemble these 14 simulations.

  • Roof Any leaks or evidence of moisture? Yes No Unknown Type of Roof: Age Comments: Is there any existing fire retardant treated plywood? Yes No Unknown Comments:

  • Surface  Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner.  Blading shall not undercut the backslope or cut into geotextile fabric on the road.  If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock.  Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator.  Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator.  For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.

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

  • Demolition The Lessor shall remove existing abandoned electric, telephone, and data cabling and devices, as well as any other improvements or fixtures in place, to accommodate the Government’s requirements. Any demolition of existing improvements that is necessary to satisfy the Government’s layout shall be done at the Lessor’s expense.

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