Heavy Structures Sample Clauses

Heavy Structures. These structures shall include all wharves, docks, piers, breakwaters, jetties, seawalls, ferry slips, dry docks, graving docks, cofferdams, caissons, trestles, overhead crossings, underpasses, underwater structures, subaqueous pipe lines, seaplane ramps, waterfront bulkhead, bunkers, snow sheds, towers, heavy trusses and other similar heavy structures. In the construction of the above mentioned heavy structures, the following conditions shall apply: (a) The capping of all piling including cast in drilled hole piling and caissons. This shall include the footing forms capping the piling and in cases where the piling extends into the girder, beam or abutment the soffit and side forms of these members. In no case will the forming of any deck be included as capping. (b) In the construction of concrete or steel bridges over land, highways, railroads, overpasses, clover leafs, interchanges, or bridges over man-made canals, aqueducts, spillways, and man-made water retaining areas, the Pile Driver classification shall apply to the driving ofpiles, caissons and drilled- in-place piling. The fabrication and erection of the forms for the capping of piles, caissons or drilled-in-place piling shall come under the Pile Driver classification. This shall include the placing of wooden or steel capping or any substitute thereof. (c) Any other form work above the cap, pertaining to the construction operations herein noted above, shall be performed under the Bridgebuilders classification. This shall also include bridges over man-made canals, aqueducts, spillways, and man-made water retaining areas, if constructed prior to water being released or turned into area.
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Related to Heavy Structures

  • Buildings and Structures 1. Repair or retrofit of buildings less than 45 years old. 2. Removal of water by physical or mechanical means. 3. Installation of exterior security features and early warning devices on existing light poles or other permanent utilities.

  • Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.

  • Master Feeder Structure If permitted by the 1940 Act, the Board of Trustees, by vote of a majority of the Trustees, and without a Shareholder vote, may cause the Trust or any one or more Series to convert to a master feeder structure (a structure in which a feeder fund invests all of its assets in a master fund, rather than making investments in securities directly) and thereby cause existing Series of the Trust to either become feeders in a master fund, or to become master funds in which other funds are feeders.

  • Corporate Structure The corporate structure, capital structure and other material debt instruments, material accounts and governing documents of the Borrowers and their Affiliates shall be acceptable to the Administrative Agent in its sole discretion.

  • Temporary Structures Installation of temporary construction-related structures including scaffolding, barriers, screening, fences, protective walkways, signage, office trailers or restrooms.

  • Management Structure Describe the overall management approach toward planning and implementing the contract. Include an organization chart for the management of the contract, if awarded.

  • PRICING STRUCTURES Licenses and Support Services for the Licensed Programs to which this OST applies are granted according to the pricing structures mentioned in the related Transaction Document. Standard pricing structures are defined in the section “DEFINITIONS” of this OST, even though those pricing structures may not be applicable to the DS Offerings to which this OST applies. Other pricing structures may be made available on a case by case basis.

  • UNDERGROUND LOCATIONS Prior to the Company commencing any work the Customer must advise the Company of the precise location of all underground services on the site and clearly xxxx the location. The underground mains and services the Customer must identify include, but are not limited to, telephone cables, fibre optic cables, electrical services, gas services, sewer services, pumping services, sewer connections, sewer sludge mains, water mains, irrigations pipes, oil pumping mains and any other services that may be on site. Whilst the Company will take all care to avoid damage to any underground services the Customer agrees to indemnify the Company in respect of all any liability claims, loss, damage, cost and fines as a result of damage to services not precisely located and notified pursuant to this clause.

  • Group Structure 17.1 The Company does not have any Subsidiary nor has it at any time a member of or the beneficial owner of any shares, securities or other interest in any company or other person.

  • Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.

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