Placement and Compaction Sample Clauses

Placement and Compaction. The base course shall be placed to the depths indicated on the drawings and/or as specified by the Engineer or his representatives. The gravel shall be placed in a maximum of 6-inch lifts and shall be thoroughly compacted to not less than 95% of the maximum dry density. ITEM 5 REMOVAL & DISPOSAL OF EXISTING SIDEWALKS AND BITUMINOUS ASPHALT
Sample 1
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Placement and Compaction. The contractor must demonstrate that they can achieve the minimum compaction requirements detailed in the Department’s Standard Specification. The contractor shall ensure that all employees are trained and made aware of the importance of quality workmanship and how to achieve quality in changing, non-ideal cold weather conditions. The contractor shall detail a method of achieving acceptable levels of compaction based on soil temperatures, exposure time and temperature, lift thicknesses, base temperature and weather conditions (ambient temperatures and wind chill) to the satisfaction of the Department’s Engineer.
Sample 1
Placement and Compaction. For placement and compaction, include: ⏹ proposed agenda for mandatory pre-paving meeting, including date and location; ⏹ proposed paving plan (e.g., paving widths, joint offsets, and lift thicknesses); ⏹ type and application method for release agents in the paver and on rollers, shovels, xxxxx, and other utensils; ⏹ procedures for the transfer of mixture into the paver, while avoiding segregation and preventing material spillage; ⏹ process to balance production, delivery, paving, and compaction to achieve continuous placement operations and good ride quality; ⏹ paver operations (e.g., operation of wings, height of mixture in auger chamber) to avoid physical and thermal segregation and other surface irregularities; and ⏹ procedures to construct quality longitudinal and transverse joints.
Sample 1
Placement and Compaction. All materials placed by the City shall be graded to a finished grade and compacted in not greater than 12 inch lifts to the same standard as a building pad as required under the applicable City building ordinance. The Grading Plan shall be subject to modification from time to time upon the mutual agreement of the parties hereto. However, so long as there is no breach in the placement and compaction requirements set forth herein or in the applicable building code, then in no event shall the City be required to ever remove any of the fill placed on the Property pursuant to the terms hereof. The City shall also follow the Xxxxx County requirements pertaining to soil specifications outline in the “Uniform Standard Specifications for Public Works' Construction, Offsite Improvements, Xxxxx County Area, Nevada,” latest edition and City of Mesquite standards. The City shall be responsible for verifying base topography prior to placing structural fill and/or stockpile material.
Sample 1

Related to Placement and Compaction

  • STANDARDS OF MANAGEMENT AND OPERATIONS In performing its obligations hereunder, during the term of this ESA, the Competitive Supplier shall exercise reasonable care to assure that its facilities are prudently and efficiently managed; that it employs an adequate number of competently trained and experienced personnel to carry out its responsibilities; that it delivers or arranges to deliver a safe and reliable supply of such amounts of electricity to the Point of Delivery as are required under this ESA; that it complies with all relevant industry standards and practices for the supply of electricity to Participating Consumers; and that, at all times with respect to Participating Consumers, it exercises good practice for a Competitive Supplier and employs Commercially Reasonable skills, systems and methods available to it.

  • 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.

  • Configuration Management The Contractor shall maintain a configuration management program, which shall provide for the administrative and functional systems necessary for configuration identification, control, status accounting and reporting, to ensure configuration identity with the UCEU and associated cables produced by the Contractor. The Contractor shall maintain a Contractor approved Configuration Management Plan that complies with ANSI/EIA-649 2011. Notwithstanding ANSI/EIA-649 2011, the Contractor’s configuration management program shall comply with the VLS Configuration Management Plans, TL130-AD-PLN-010-VLS, and shall comply with the following:

  • Project Management and Coordination The Engineer shall coordinate all subconsultant activity to include quality of and consistency of work and administration of the invoices and monthly progress reports. The Engineer shall coordinate with necessary local entities.

  • Quality Management System Supplier hereby undertakes, warrants and confirms, and will ensue same for its subcontractors, to remain certified in accordance with ISO 9001 standard or equivalent. At any time during the term of this Agreement, the Supplier shall, if so instructed by ISR, provide evidence of such certifications. In any event, Supplier must notify ISR, in writing, in the event said certification is suspended and/or canceled and/or not continued.

  • Transportation Management Tenant shall fully comply with all present or future programs intended to manage parking, transportation or traffic in and around the Building, and in connection therewith, Tenant shall take responsible action for the transportation planning and management of all employees located at the Premises by working directly with Landlord, any governmental transportation management organization or any other transportation-related committees or entities.

  • Quality Management Grantee will:

  • Project Management Plan 1 3.4.1 Developer is responsible for all quality assurance and quality control 2 activities necessary to manage the Work, including the Utility Adjustment Work.

  • Wastewater Developer shall install all required sewer lines and appurtenances. Prior to the issuance of any building permits for the Development, all sanitary sewer improvements shall be substantially completed as determined by the Town and all associated wastewater capacity fees shall be paid.

  • 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.

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