CONCRETE CURBS AND GUTTERS Sample Clauses

CONCRETE CURBS AND GUTTERS. (ALL TYPES) - Construction of concrete curbs and gutters shall conform to the requirements of F.D.O.T.'s Standard Specifications for Road and Bridge Construction, Section 520, most recent edition, except where authorized by the County's Representative.
AutoNDA by SimpleDocs

Related to CONCRETE CURBS AND GUTTERS

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Glazing All new and replacement exterior windows shall have sealed, low emmissivity, insulating glass units which are manufactured by members of SIGMA and IGCC. Sealed insulating glass shall meet ASTM E774, class B. Glass shall be hermetically dual sealed, inert gas filled, double pane units with exterior 3/16” bronze float glass (IoE second surface), ½” air space, and interior 3/16” clear float glass. Insulated panels, if used, shall be 1” laminated panels equal to Xxxxx Industries architectural panels with a porcelain fused-on finish. Wired or clear fire-rated glass shall be UL approved. Safety glass shall be tempered or laminated, and shall meet ANSI 297.1 standard.

  • FLOORING All Bed Rooms, Dinning-cum-Living, and would be finished with Ivory Vitrified tiles (24'' X 24'') flooring and 4'' skirting. Bath-room, Kitchen & Balcony would be finished with Ivory Ceramic tiles (12'' X 12'') flooring. The walls of the Toilets/Bathrooms would finish with white glazed tiles in 60'' height. Roof would be finished with roof tiles.

  • Bridges a. Installation of a temporary (Xxxxxx-type) bridge over an existing structure or at a previously disturbed location, such as a former bridge location, to allow passage of emergency vehicles.

  • MASONRY 4.1 Storm Shelter Area/Tornado Protection: In new building construction, provide lateral and vertical bracing in the walls around the employee toilet rooms. DIVISION 5 – METALS

  • Toilet Facilities The Employer provides the Contractor access to toilet facilities. Temporary chemical toilets are provided by the Contractor where deemed necessary.

  • Carpet Cleaning Shampooing carpets with the deep dirt extraction (steam cleaning) method per manufactures recommendations.

  • 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.

  • Stormwater Management The Owner agrees that stormwater management measures shall be applicable to the development of the Lands, in a manner which is in accordance with the provisions of The Drainage Act, R.S.O. 1990, c.D.17 and amendments thereto, and to the satisfaction of the Municipality's Engineer.

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

Time is Money Join Law Insider Premium to draft better contracts faster.