Trenching Plan Clause Samples

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Trenching Plan. When the Project requires excavation which either exceeds a depth of four feet, or results in any worker’s upper body being positioned below grade level, the Contractor is required to submit a trenching plan to the ODR prior to commencing trenching operations. The plan is required to be prepared and sealed by a professional engineer registered in the State of Texas, and employed by the Contractor. Said engineer cannot be anyone who is otherwise either directly or indirectly engaged on this Project.
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Trenching Plan. When the Project requires excavation which either exceeds a depth of four feet, or results in any worker’s upper body being positioned below grade level, the Contractor is required to submit a trenching plan to the ODR prior to commencing trenching operations. This plan shall meet or exceed all OSHA 1926 Subpart P Excavation requirements. During trenching operations, the Contractor shall update the trenching plan daily, or when trench conditions change, to identify and remove any potential hazards. The plan shall be maintained by the Contractor’s competent person and shall include the soil classification observed, maximum allowable slopes per 1926 Subpart P Appendices A and B, protective system that will be used for that day’s work, any back up data or engineered plans as required for the protective system, and the contact number for the Contractor’s competent person.
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Trenching Plan. When the project requires excavation which either exceeds a depth of four (4) feet, or results in any worker’s upper body being positioned below grade level, Contractor is required to submit a trenching plan to ODR prior to commencing trenching operations unless an engineered plan is part of the Contract Documents. The plan is required to be prepared and sealed by a professional engineer registered in the State of Texas and hired or employed by Contractor or Subcontractor to perform the work. Said engineer cannot be anyone who is otherwise either directly or indirectly engaged on this project. 7.6.1 In addition, the Contractor and all of its subcontractors shall comply with all requirements of 29 C.F.R. 1926.652, OSHA Safety and Health Standards, and shall require a pay item classification for the particular safety system to be utilized by the Contractor.
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Trenching Plan. When the Job Order requires excavation which either exceeds a depth of four (4) feet, or results in any worker’s upper body being positioned below grade level, Contractor is required to submit a trenching plan to Owner prior to commencing trenching operations unless an engineered plan is part of the Job Order Documents. The plan is required to be prepared and sealed by a professional engineer registered in the State of Texas, and hired or employed by Contractor or Subcontractor to perform the work. Said engineer cannot be anyone who is otherwise either directly or indirectly engaged on this Job Order.
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Trenching Plan. When the project requires excavation which either exceeds a depth of four (4) feet, or results in any worker’s upper body being positioned below grade level, Contractor is required to submit a trenching plan (see Supplementary General Conditions and Special Provisions, Exhibit SP-3, City of ▇▇▇▇▇ Record of Excavation) to City prior to commencing trenching operations unless an engineered plan is part of the Contract Documents. The plan is required to be prepared and sealed by a professional engineer registered in the State of Texas, and hired or employed by Contractor or Subcontractor to perform the work.
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Trenching Plan. Pursuant to Labor Code Section 6705, the CONTRACTOR shall submit, in advance of excavation of any trench or trenches five feet or more in depth, a detailed plan showing the design of shoring, bracing, or sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches, acceptable to SFWPA. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. Pursuant to Labor Code section 6707, for trenches or other excavations which are five feet or deeper, CONTRACTOR’s bid shall contain adequate sheeting, shoring, and bracing or equivalent method for the protection of life or limb, which shall conform to applicable safety orders.
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Related to Trenching Plan

  • Staffing Plan The Board and the Association agree that optimum class size is an important aspect of the effective educational program. The Polk County School Staffing Plan shall be constructed each year according to the procedures set forth in Board Policy and, upon adoption, shall become Board Policy.

  • Performance Improvement Plan timely and accurate completion of key actions due within the reporting period 100 percent The Supplier will design and develop an improvement plan and agree milestones and deliverables with the Authority 3.2 The Authority may from time to time make changes to the KPIs measured as set out in paragraph 3.1 above and shall issue a replacement version to the Supplier. The Authority shall give notice In Writing of any such change to the KPIs measured and shall specify the date from which the replacement KPIs must be used for future reports. Such date shall be at least thirty (30) calendar days following the date of the notice to the Supplier.

  • Performance Testing 7.2.1 The Design-Builder shall direct and supervise the tests and, if necessary, the retests of the Plant using Design-Builder’s supervisory personnel and the Air Emissions Tester shall conduct the air emissions test, in each case, in accordance with the testing procedures set forth in Exhibit A (the “Performance Tests”), to demonstrate, at a minimum, compliance with the Performance Guarantee Criteria. Owner is responsible for obtaining Air Emissions Tester and for ensuring Air Emissions Tester’s timely performance. Design-Builder shall cooperate with the Air Emissions Tester to facilitate performance of all air emissions tests. Design-Builder shall not be held responsible for the actions of Owner’s employees and third parties involved in the Performance Testing, including but not limited to Air Emissions Tester. 7.2.2 No later than thirty (30) Days prior to the earlier of the Scheduled Substantial Completion Date or Substantial Completion, Design-Builder shall provide to Owner for review a detailed testing plan for the Performance Tests (other than for air emissions). Owner and Design-Builder shall agree upon a testing plan that shall be consistent with the Performance Test Protocol contained in Exhibit A hereto. After such agreement has been reached, Design-Builder shall notify the Owner five (5) business days prior to the date Design-Builder intends to commence the Performance Tests and shall notify the Owner upon commencement of the Performance Tests. Owner and Independent Engineer each have the right to witness all testing, including the Performance Tests and any equipment testing, whether at the Site or at the Subcontractor’s or equipment supplier’s premises during the course of this Agreement. Notwithstanding the foregoing sentence, Owner shall bear the costs of providing a witness to any such testing and all such witnesses shall comply at all times with Design-Builder’s, Subcontractor’s or equipment supplier’s safety and security procedures and other reasonable requirements, and otherwise conduct themselves in a manner that does not interfere with Design-Builder’s, Subcontractor’s or equipment supplier’s activities or operations. 7.2.3 Design-Builder shall provide to Owner a Performance Test report (excluding results from air emissions testing), including all applicable test data, calculations and certificates indicating the results of the Performance Tests and, within five (5) business days of Owner’s receipt of such results, Owner, Independent Engineer and Design-Builder will jointly inspect such Work and review the results of the Performance Tests to verify that the Performance Guarantee Criteria have been met. If Owner or Independent Engineer reasonably determines that the Performance Guarantee Criteria have not been met, Owner shall notify Design-Builder the reasons why Owner determined that the Performance Guarantee Criteria have not been met and Design-Builder shall promptly take such action or perform such additional work as will achieve the Performance Guarantee Criteria and shall issue to the Owner another notice in accordance with Section 7.2.2; provided however that if the notice relates to a retest, the notice may be provided no less than two (2) business days prior to the Performance Tests. Such procedure shall be repeated as necessary until Owner and Independent Engineer verifies that the Performance Guarantee Criteria have been met. 7.2.4 If Owner, for whatever reason, prevents Design-Builder from demonstrating the Performance Guarantee Criteria within thirty (30) Days of Design-Builder’s notice that the Plant is ready for Performance Testing, then Design-Builder shall be excused from demonstrating compliance with the Performance Guarantee Criteria during such period of time that Design-Builder is prevented from demonstrating compliance with the Performance Guarantee Criteria; provided however that Design-Builder will be deemed to have fulfilled all of its obligations to demonstrate that the Plant meets the Performance Guarantee Criteria should such period of time during which Design-Builder is prevented from demonstrating the Performance Criteria exceed thirty (30) Days or extend beyond the Final Completion Date.

  • Work Plan [Procuring Entity shall provide main features of the work plan that the Tenderer should provide in the tender for carrying out the contract, from beginning to the end].

  • Power Factor Design Criteria Developer shall design the Large Generating Facility to maintain an effective power delivery at demonstrated maximum net capability at the Point of Interconnection at a power factor within the range established by the Connecting Transmission Owner on a comparable basis, until NYISO has established different requirements that apply to all generators in the New York Control Area on a comparable basis. The Developer shall design and maintain the plant auxiliary systems to operate safely throughout the entire real and reactive power design range. The Connecting Transmission Owner shall not unreasonably restrict or condition the reactive power production or absorption of the Large Generating Facility in accordance with Good Utility Practice.