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. EXTERNAL WALLS: PLINTH AND SUPERSTRUCTURE ❖ 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. INTERNAL WALLS ❖ 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.
Sample 1
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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.
Sample 1

Related to SURFACE BED

  • 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.

  • Groundwater The groundwater shall not be degraded as a result of the waste maintained at the facility.

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

  • 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.

  • Surface Course The Material placed on the Base Course or Subgrade to enhance traction, distribute concentrated wheel loads and resist abrasion and the effects of climate. Surface Course may be referred to as surfacing. Traveled Way. That portion of Roadway, excluding Shoulders, used for the movement of vehicles.

  • Vegetation No trees or other vegetation may be removed from the site without prior approval from the Town, except in accordance with Section 4 above and pursuant to the Annual Plan.

  • Exterior Drainage Does water stand on the property for more than 24 hours after a heavy rain? Yes No Unknown Comments Are gutters and downspouts in good repair? Yes No Unknown Comments:

  • Trees 1) Any major tree surgery or tree removal over a three (3) inch diameter, which becomes necessary through no fault of the Contractor, will be at the County's expense.

  • 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 Departments of Licensing and Regulatory Affairs and/or Military and Veterans Affairs. Where facilities are leased by the Employer, the Employer shall make every reasonable effort to assure that such facilities comply with the order(s) of the Michigan Departments of Licensing and Regulatory Affairs and/or Military and Veterans Affairs.

  • Porcupine Site Highway 11

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