Cutting Patching and Excavating Sample Clauses

Cutting Patching and Excavating. Standards. The Design/Builder shall do all cutting, fitting, and patching that may be required to make the several parts of the Work come together properly and receive or be received by Work of other contractors or subcontractors shown upon, or reasonably implied by, the drawings and specifications for the completed Project.
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Cutting Patching and Excavating 

Related to Cutting Patching and Excavating

  • 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.

  • 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.

  • 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.

  • CUTTING AND PATCHING OF WORK 4.14.1 The Contractor shall be responsible for all cutting, fitting or patching that may be required to complete the Work or to make its several parts fit together properly.

  • 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.

  • 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.

  • Alignment with Modernization Foundational Programs and Foundational Capabilities The activities and services that the LPHA has agreed to deliver under this Program Element align with Foundational Programs and Foundational Capabilities and the public health accountability metrics (if applicable), as follows (see Oregon’s Public Health Modernization Manual, (xxxx://xxx.xxxxxx.xxx/oha/PH/ABOUT/TASKFORCE/Documents/public_health_modernization_man ual.pdf):

  • 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.

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

  • 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

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