Earth Excavation Sample Clauses

Earth Excavation. Earth excavation shall include all excavation of whatever substance encountered, except rock excavation, as further provided for in these Specifications. In locations where pipe is to be bedded in earth excavated trenches, the bottom of such trenches shall be fine graded to allow firm bearing for the bottom of the pipe on undisturbed earth. The trench shall be completed in a manner which will offer a smooth, continuous support to the entire length of the pipeline. All sharp objects such as rocks, glass, etc., shall be removed from the trench or the trench shall be imbedded with sand. Where any part of the trench has been excavated below the grade of the trench, the part excavated below such grade shall be filled in with bank sand and compacted at the Contractor's expense.
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Earth Excavation. Any excavated earth and / or materials to be moved by Purchaser during construction shall be moved to an area directed by the Authority. If the Authority has no need for excavated earth and / or materials and so informs Purchaser in writing of same, Purchaser shall have the right to move excavated earth anywhere it desires, so long as the owner of that land approves the move.
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Earth Excavation. The conditions stipulated in the Niagara Peninsula Standard Contract Documents shall apply to this item. SPS-5 Item 2.2 SPCD-B2 REMOVALS - ASPHALT In addition to the conditions stipulated in the Niagara Peninsula Standard Contract Document, the following shall also apply. OPSS 510 applies to this item. The unit price bid for these items shall include sawcutting, excavation, separation of material, backfilling with Granular ‘A’ and reinstating to existing conditions all areas of removals unless the applicable items are included in the schedule of quantities. Thickness of asphalt will vary. No additional compensation will be made for the various depths of asphalt. This item is also to include removal of any surplus material as per Special Provisions General (k) in order to carry out the following works. All limits of removals will be given to the contractor at the pre-construction meeting, or on site with direction from the City’s representative. SPS-6 Item 2.3
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Related to Earth 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.

  • MAINTENANCE OF THE BUILDING /APARTMENT / PROJECT The Promoter shall be responsible to provide and maintain essential services in the Project till the taking over of the maintenance of the project by the Association upon the issuance of the completion certificate of the Project. The cost of such maintenance has been included in the Total Extras and Deposits as mentioned in clause 1.2.

  • Basement Any leaks or evidence of moisture? Yes No Unknown Does Not Apply 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.

  • 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:

  • 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.

  • MAINTENANCE OF THE SAID BUILDING / APARTMENT / PROJECT The Promoter shall be responsible to provide and maintain essential services in the Project till the taking over of the maintenance of the project by the association of the allottees. The cost of such maintenance has been included in the Total Price of the [Apartment/Plot]. [Insert any other clauses in relation to maintenance of project, infrastructure and equipment]

  • 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.

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

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