SURFACE BED Sample Clauses

SURFACE BED. ❖ All floors to comply with Part – J of SABS – 0400. ❖ 25 Mpa concrete to surface beds – 85 mm thick, floated to a smooth finish to accept cement screed & floor covering. ❖ All floors must be a minimum of 170 mm above ground level. ❖ All walls in accordance with Part – K of SABS – 0400. ❖ Construct the external walls complete, including all walls and openings, finishing and everything necessary to construct the external envelope of the building. ❖ External walls shall be built in clay or cement bricks 220mm wide, bedded and jointed in class 2 cement mortar including all necessary expansions joints (if indicated by the Engineer), brick reinforcement and sundry labors. ❖ Damp proof courses shall be provided to the Architects details and shall be 375 Micron “Gundle Brickgrip” or other SABS approved DPC and lapped 150 mm at all angles and overlaps. ❖ All exterior walls to be plastered in a 6:1 sand cement finish to a minimum average thickness of 12 mm. ❖ All DPC to comply with SABS – 248, - 952 and 298. ❖ All walls in accordance with Part – K of SABS – 0400. ❖ Internal wall shall be built in clay or cement bricks, 220 mm or 110 mm wide, bedded and jointed in 6:1 cement mortar, including all necessary expansion joints (if indicated by the Engineer), brick reinforcement and sundry labors. ❖ Damp proof courses shall be provided to the Architects details and shall be 375 Micron “Gundle Brickgrip” or others SABS approved DPC and lapped 150 mm at all angles and overlaps. ❖ All interior walls to be plastered in a 6:1 sand cement finish to a minimum average thickness of 12mm.
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SURFACE BED a. The application of soil insecticides shall be carried out in accordance with “The application of soil insecticides for the protection of buildings” – SANS 10124 by specialist prior to placement of concrete. b. Surface bed shall be in accordance with the structural engineer’s specifications.

Related to SURFACE BED

  • Groundwater Any water, except capillary moisture, beneath the land surface or beneath the bed of any stream, lake, reservoir or other body of surface water within the boundaries of this state, whatever may be the geologic formation or structure in which such water stands, flows, percolates, or otherwise moves.

  • Subsurface Conditions Unless the Contract Documents stipulate specific quantities and units of rock or unsuitable soils, the Contractor shall assume material below the surface of the Earth to be earth and other material that can be removed by power shovel or similar equipment. Should conditions encountered below the surface of the ground be at variance to the number of unit requirements as indicated by drawings or specifications, and absent an agreed-upon unit price established prior to the bid by Addendum, or after contract execution by Change Order, the Contract Sum and/or time shall be adjusted as provided in the Contract Documents for changes in the work.

  • Underground Tanks If underground or other storage tanks storing Hazardous Materials located on the Premises or the Project are used by Tenant or are hereafter placed on the Premises or the Project by Tenant, Tenant shall install, use, monitor, operate, maintain, upgrade and manage such storage tanks, maintain appropriate records, obtain and maintain appropriate insurance, implement reporting procedures, properly close any underground storage tanks, and take or cause to be taken all other actions necessary or required under applicable state and federal Legal Requirements, as such now exists or may hereafter be adopted or amended in connection with the installation, use, maintenance, management, operation, upgrading and closure of such storage tanks.

  • Buildings The Employer will provide and maintain all state-owned buildings, facilities, and equipment in accordance with the specific written order(s) of the Michigan (MIOSHA) Departments of Licensing and Regulatory Affairs and/or Health and Human Services. Where facilities are leased by the Employer, the Employer shall make a reasonable attempt to assure that such facilities comply with the order(s) of the Michigan Departments of Licensing and Regulatory Affairs and/or Health and Human Services.

  • Porcupine Site Highway 11 and the City of Timmins Thunder Bay and District Toronto/York-Peel

  • Building With respect to each parcel of Real Estate, all of the buildings, structures and improvements now or hereafter located thereon. Business Day. Any day on which banking institutions located in the same city and State as the Agent’s Head Office are located are open for the transaction of banking business and, in the case of LIBOR Rate Loans, which also is a LIBOR Business Day.

  • 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.

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Project Site The “Project Site” is the place where the Work is being carried on.

  • Underground Storage Tanks In accordance with the requirements of Section 3(g) of the D.C. Underground Storage Tank Management Act of 1990, as amended by the District of Columbia Underground Storage Tank Management Act of 1990 Amendment Act of 1992 (D.C. Code § 8-113.01, et seq.) (collectively, the “UST Act”) and the applicable D.C. Underground Storage Tank Regulations, 20 DCMR Chapter 56 (the “UST Regulations”), District hereby informs the Developer that it has no knowledge of the existence or removal during its ownership of the Property of any “underground storage tanks” (as defined in the UST Act). Information pertaining to underground storage tanks and underground storage tank removals of which the D.C. Government has received notification is on file with the District Department of the Environment, Underground Storage Tank Branch, 00 X Xxxxxx, X.X., Xxxxx Xxxxx, Xxxxxxxxxx, X.X., 00000, telephone (000) 000-0000. District’s knowledge for purposes of this Section shall mean and be limited to the actual knowledge of Xxxxxx Xxxxx, Property Acquisition and Disposition Division of the Department of Housing and Community Development, telephone no. (000) 000-0000. The foregoing is set forth pursuant to requirements contained in the UST Act and UST Regulations and does not constitute a representation or warranty by District.

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