CONCRETE CURING Sample Clauses

CONCRETE CURING. A. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.
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CONCRETE CURING. Curing of the precast units shall be by any of the methods specified in Division 3, Section 4 of the PCI Manual for Quality Control for Plants and Production of Precast and Prestressed Concrete Products. The curing method to be used shall be submitted in writing for approval before the start of fabrication. If steam is used, Subsection 3.4.2 of the PCI Manual is amended as follows:
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CONCRETE CURING. A. In accordance with Section 03370.
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CONCRETE CURING. The Contractor shall not overspray chemical curing compounds and shall not allow runoff of curing compounds. The Contractor shall minimize the drift by spraying as close to the concrete as practicable, cover drainage inlets before applying the curing compound, and minimize the use and discharge of water by using wet blankets or similar methods to maintain moisture when concrete is curing.
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Related to CONCRETE CURING

  • Credit Union Examination We may disregard any information on any check or draft other than the signature of the drawer, the amount, and any magnetic encoding. You agree that we do not fail to exercise ordinary care in paying an item solely because our procedures do not provide for sight examination of items.

  • 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.

  • PUBLIC FACILITIES Supplier’s employees may be required to perform work at government- owned facilities, including schools. Supplier’s employees and agents must conduct themselves in a professional manner while on the premises, and in accordance with Participating Entity policies and procedures, and all applicable laws.

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

  • 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.

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