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. 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. 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. 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 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.

  • 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

  • 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.

  • 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.

  • Watering C.10.1. The Contractor shall water lawns, flowers, shrubs, and trees to provide for moisture penetration to a depth of 7 centimeters. If natural precipitation is sufficient to fulfill this requirement, the Contractor may request the COR's permission to suspend watering to avoid too much water in the soil.

  • PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.

  • Hazing Hazing is a process, based on tradition that is used by groups to maintain a hierarchy (i.e., a pecking order) within the group. Regardless of consent, the rituals require individuals to engage in activities that are physically and/or psychologically stressful. These activities can be humiliating, demeaning, intimidating, and exhausting, all of which results in physical or emotional discomfort. Hazing is about group dynamics and proving one’s worthiness to become a member of a specific group. The newcomer, or victim, is hazed. Once accepted by the group, the victim may become a bystander, watch others get hazed, achieve senior status, and ultimately become a perpetrator of hazing. In New Jersey, hazing is a separate criminal offense under N.J.S.A. 2C:40-3. School officials should be aware that hazing which involves the participation of a coach or a teacher may also constitute child abuse. Hazing may also involve other predicate crimes, such as sexual assault. Hazing may also constitute HIB. As noted in Article 4.4.2, although HIB is not a separately defined criminal offense, the conduct that constitutes bullying may constitute one or more criminal or disorderly person offenses, including assault, harassment, threats, robbery and sexual offenses.

  • 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.

  • 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.

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