Wheelchair Ramps Sample Clauses

Wheelchair Ramps. The repair of existing wheelchair ramps, unless the ramps are to be replaced with new materials or substantially modified. The installation of new wheelchair ramps that meet the following criteria: the ramp will not be a permanent addition to the property; no historic fabric will be permanently damaged in the installation or use of the ramp; and every reasonable effort will be made to construct and finish the ramp in a manner that will result in a minimal amount of visual and physical effects on the property, through design considerations, use of materials, and painting of wooden ramps, whenever possible.
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Wheelchair Ramps. Wheelchair ramps shall be built at all corners and crosswalks. Wheelchair ramps shall be built to the specifications set forth in the preceding sub-sections and the concrete shall meet MHD Standard Specifications as specified in Section M4.02.00 of the “Standard Specifications for Highways and Bridges,” Commonwealth of Massachusetts, Department of Public Works, 2023 Edition, as amended and corrected. Linseed Anti-Spalling Compound. The Contractor shall coat the freshly poured concrete with linseed anti-spalling compound in front of all gasoline stations. The linseed anti-spalling compound shall conform to the specifications set forth in Section M9.15.0 of the Commonwealth of Massachusetts, Department of Public Works, Standard Specifications for Highways and Bridges, 2023 Edition, as amended and corrected. Joint Sealer. Joint sealant shall be a multi-component polyurethane type and shall comply with ASTM C920 Class 25. Joint sealants shall be installed according to the manufacturer’s recommendations.
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Wheelchair Ramps. Wheelchair ramps shall be built at all corners and crosswalks. Wheelchair ramps shall be built to the specifications set forth in the preceding sub-sections and the concrete shall meet MHD Standard Specifications as specified in Section M4.02.00 of the “Standard Specifications for Highways and Bridges,” Commonwealth of Massachusetts, Department of Public Works, 1988 Ed. as amended and corrected. Curb work shall conform to the specifications set forth in Items 6 and 7, whichever applies to a given case.
Sample 1
Wheelchair Ramps. Wheelchair ramps shall be built at all corners and crosswalks. Wheelchair ramps shall be built to the specifications set forth in the preceding sub-sections and the concrete shall meet the specifications set forth in the Section on CONCRETE WORK. Joint Sealer. Joint sealant shall be a multi-component polyurethane type and shall comply with ASTM C920 Class 25. Joint sealants shall be installed according to the manufacturer’s recommendations.
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Related to Wheelchair Ramps

  • Non-Synchronous Generation The Interconnection Customer shall design its Small Generating Facility to maintain a composite power delivery at continuous rated power output at the high-side of the generator substation at a power factor within the range of 0.95 leading to 0.95 lagging, unless the NYISO or the Transmission Owner in whose Transmission District the Small Generating Facility interconnects has established a different power factor range that applies to all similarly situated non-synchronous generators in the control area or Transmission District (as applicable) on a comparable basis, in accordance with Good Utility Practice. This power factor range standard shall be dynamic and can be met using, for example, power electronics designed to supply this level of reactive capability (taking into account any limitations due to voltage level, real power output, etc.) or fixed and switched capacitors, or a combination of the two. This requirement shall only apply to newly interconnecting non-synchronous generators that have not yet executed a Facilities Study Agreement as of September 21, 2016.

  • Synchronous Generation The Interconnection Customer shall design its Small Generating Facility to maintain a composite power delivery at continuous rated power output at the Point of Interconnection at a power factor within the range of 0.95 leading to 0.95 lagging, unless the NYISO or the Transmission Owner in whose Transmission District the Small Generating Facility interconnects has established different requirements that apply to all similarly situated generators in the New York Control Area or Transmission District (as applicable) on a comparable basis, in accordance with Good Utility Practice.

  • Camps a) Camps are not permitted within eighty (80) road kilometres of Regina or Saskatoon.

  • Toilets Papers, dust, cobwebs, peels, cans/bottles, cigarette butts, excrement on floor, bad smells, water pools, leaking sewage, rodents, animals (dead or alive), overflowing sanitary bins. 0 = NOT APPLICABLE 1 = UNACCEPTABLE (Toilets out of order. Toilets not cleaned on daily basis.) 2 = POOR (Toilets cleaned, but still visible signs of dirt, e.g. dust, cobwebs.) 3 = GOOD (Obvious sign that toilets are cleaned daily.) 4 = EXCELLENT (Extra effort is put in to ensure cleanliness, e.g. using detergents.)

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