Performance, Design and Construction Standards; Deviations Sample Clauses

Performance, Design and Construction Standards; Deviations. 3.2.1 Developer shall furnish all aspects of the Design Work and all Design Documents, including design required in connection with the operation and maintenance of the Project and Renewal Work and shall construct the Project and Utility Adjustments included in the Construction Work as designed, free from Defects, and in accordance with: (a) Good Industry Practice; (b) the requirements, terms and conditions set forth in the Contract Documents; (c) the Project Schedule; (d) all Laws; (e) the requirements, terms and conditions set forth in all Governmental Approvals; (f) the approved Project Management Plan and all component plans prepared or to be prepared thereunder; (g) Safety Compliance, the Safety and Health Plan and Safety Standards; and (h) all other applicable safety, environmental and other requirements, taking into account the Project ROW limits and other constraints affecting the Project.
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Performance, Design and Construction Standards; Deviations. 5.2.1 Developer shall furnish all aspects of the Design Work and all Design Documents, including design required in connection with the operation and maintenance of the East End Crossing and Rehabilitation Work and shall construct the East End Crossing and/or Utility Adjustments included in the Construction Work as designed, free from Defects, and in accordance with
Performance, Design and Construction Standards; Deviations. 35 6.2.1 Developer shall furnish all aspects of the Design Work and all Design 36 Documents, including design required in connection with the maintenance of the Project 37 and Capital Asset Replacement Work, and shall construct the Project and Utility 38 Adjustments included in the Construction Work as designed, free from Defects, and in 1 accordance with: (a) Good Industry Practice; (b) the requirements, terms and conditions 2 set forth in the Contract Documents; (c) the Project Schedule; (d) all Laws; (e) the 3 requirements, terms and conditions set forth in all Governmental Approvals; (f) the 4 ADOT-approved Project Management Plan and all component plans prepared or to be 5 prepared thereunder; (g) the Safety Management Plan; and (h) all other applicable 6 safety, environmental and other requirements, taking into account the Project ROW 7 limits and other constraints affecting the Project.

Related to Performance, Design and Construction Standards; Deviations

  • Coordination of Design and Construction Contract Documents 5.5.1 Review model(s), Drawings, Specifications and other Construction Documents as they are developed by A/E during the Schematic Design, Design Development, and Construction Documents design phases of the Project.

  • Design and Construction In complying with the requirements of the specification both with respect to arrangement and detail, design is to conform to the best current engineering practice. Each of the several parts of the material is to be of the maker’s standard design provided that this design is in general accordance with the specification. The essence of design should be simplicity and reliability in order to give long continuous service with high economy and low maintenance cost. Particular attention should be paid to internal and external access in order to facilitate inspection, cleaning and maintenance. The design dimensions and materials of all parts are to be such that they will not suffer damage as a result of stresses under the most severe conditions. Fully detailed specifications of the several parts of the material are to be submitted describing particularly the materials to be used. The materials used in the construction of the material are to be of the highest quality and selected particularly to meet the duties required of them. Mechanisms are to be constructed to avoid sticking due to rust or corrosion. Workmanship and general finish are to be of the highest class throughout. All similar parts of the material are to be interchangeable. All equipment is to operate without undue vibration and with the least possible amount of noise and is not to cause a nuisance. All equipment is to be designed to minimize the risk of fire and any damage, which may be caused in the event of fire. The equipment is also to be designed to prevent ingress of all vermin, accidental contact with live parts and to minimize the ingress of dust and dirt. The use of materials, which may be liable to attack by termites or other insects, is to be avoided.

  • Interconnection Facilities Engineering Procurement and Construction Interconnection Facilities, Network Upgrades, and Distribution Upgrades shall be studied, designed, and constructed pursuant to Good Utility Practice. Such studies, design and construction shall be based on the assumed accuracy and completeness of all technical information received by the Participating TO and the CAISO from the Interconnection Customer associated with interconnecting the Large Generating Facility.

  • Technical Standards Applicable to a Wind Generating Plant i. Low Voltage Ride-Through (LVRT) Capability A wind generating plant shall be able to remain online during voltage disturbances up to the time periods and associated voltage levels set forth in the standard below. The LVRT standard provides for a transition period standard and a post-transition period standard.

  • PRE-CONSTRUCTION PHASE SERVICES The Pre-Construction Phase shall be deemed to commence upon the date specified in a written Notice to Proceed with Pre-Construction Phase Services issued by Owner and shall continue through completion of the Construction Documents and procurement of all major Subcontractor agreements. Contractor is not entitled to reimbursement for any costs incurred for Pre-Construction Phase Services performed before issuance of the written Notice to Proceed. Pre-Construction Phase Services may overlap Construction Phase Services. Contractor shall perform the following Pre-Construction Phase Services:

  • Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.

  • Project Construction The Contractor agrees to provide continuous on-site supervision on each Job Order, while progress on the project is being accomplished. The Contractor’s Project Manager will ensure:

  • Design Criteria and Standards All PROJECTS/SERVICES shall be performed in accordance with instructions, criteria and standards set forth by the DIRECTOR.

  • Benchmarks for Measuring Accessibility For the purposes of this Agreement, the accessibility of online content and functionality will be measured according to the W3C’s Web Content Accessibility Guidelines (WCAG) 2.0 Level AA and the Web Accessibility Initiative Accessible Rich Internet Applications Suite (WAI-ARIA) 1.0 for web content, which are incorporated by reference. Adherence to these accessible technology standards is one way to ensure compliance with the College’s underlying legal obligations to ensure that people with disabilities are able to acquire the same information, engage in the same interactions, and enjoy the same benefits and services within the same timeframe as their nondisabled peers, with substantially equivalent ease of use; that they are not excluded from participation in, denied the benefits of, or otherwise subjected to discrimination in any College programs, services, and activities delivered online, as required by Section 504 and the ADA and their implementing regulations; and that they receive effective communication of the College’s programs, services, and activities delivered online.

  • COMPENSATION FOR CONSTRUCTION PHASE SERVICES 5.1 For the Construction Manager’s performance of the Work as described in Section 2.3, the Owner shall pay the Construction Manager the Contract Sum in current funds. The Contract Sum is the Cost of the Work as defined in Section 6.1.1 plus the Construction Manager’s Fee.

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