Joint Construction Sample Clauses

Joint Construction. The drafting and negotiation of this Agreement has been participated in by each of the parties hereto, and for all purposes, therefore, this Agreement shall be deemed to have been drafted jointly by each of the parties and any rule of construction concerning ambiguous terms being construed against the drafting party shall not be in effect.
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Joint Construction. In the event the terms of this Agreement are presented before a court or tribunal of competent jurisdiction to determine the meaning of the same, such terms shall be construed as if they were drafted jointly, and no ambiguity or inference shall be resolved in favor of either party. No provision under this Agreement shall be construed against, or interpreted to the disadvantage of, any Party by reason of such Party having or being deemed to have structured or drafted such provision
Sample 1
Joint Construction. A. AWWA C900 Pipe. Make pipe joints according to the following AWWA M23.
Sample 1
Joint Construction. The parties acknowledge that the construction of the Base Building Improvements and the Tenant Improvements will be happening concurrently in order to expedite completion of the Premises as required for Tenant's occupancy. The parties shall reasonably cooperate in coordinating all joint work and shall jointly prepare critical path schedules for such joint work. In the event any legal compliance obligation arises during such combined construction period (whether triggered by Landlord's or Tenant's work), for purposes of determining whether Landlord or Tenant is responsible for such legal compliance obligation, it will be assumed that the Base Building Improvements were completed prior to the Tenant Improvements and any legal compliance obligation that would have been required in connection with the completion of the Base Building Improvements will be Landlord's responsibility.
Sample 1
Joint Construction a. Plain-end fittings with mechanical couplings, hole-cut mechanical threaded outlet fittings, hole-cut mechanical grooved outlet fittings, and hole-cut saddle clamp outlet fittings are not permitted for new systems. The above fitting types are only permitted on a case-by-case basis when approved by XXXXX. b. Procedures for welding outlets shall be in strict conformance with the welding requirements of NFPA 13, including submission of welding certifications. Welding shall not be performed on-site. c. Threaded Joints: Comply with NFPA 13 for pipe thickness and threads. Do not thread pipe with wall thickness less than Schedule 40.
Sample 1
Joint Construction. The parties acknowledge and agree that this Amendment shall not be construed more favorably in favor of any party hereto based upon which party drafted the same, it being acknowledged that all parties hereto contributed substantially to the negotiation of this Amendment.
Sample 1
Joint Construction. This First Supplemental Indenture is an indenture supplemental to the Indenture, and the Indenture and this First Supplemental Indenture shall henceforth be read and construed together. From and after the effectiveness of this First Supplemental Indenture, all references to the Indenture in the Indenture and the Securities shall refer to the Indenture as supplemented hereby.
Sample 1
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Joint Construction. Construct joints to assure continuous bond between new and previously placed lanes. A vertical joint is considered a fresh joint when an adjacent RCC lane is placed no later than 60 minutes of placing the previous lane. This time may be reduced by the Engineer when conditions such as hot, dry, and/or windy weather are encountered. The Engineer may further require measures to keep the fresh joint moist, including but not limited to wetting or moist burlap. Cold vertical joints are any planned or unplanned construction joints that do not qualify as fresh joints. Cold vertical joints may be formed through the use of an edging shoe after successful demonstration that the procedure meets the minimum joint density requirements of this section and the edging shoe produces a face with no more than an angle of 10 degrees from vertical. If the edging shoe is not used or cannot meet the specification requirements, remove a minimum of 6 inches along the entire edge by saw cutting the full depth of the RCC pavement. Saw cutting operations must not produce excessive xxxxxxxx along the surface of the cut. Prior to placing fresh RCC mixture against a compacted cold vertical joint, the joint shall be thoroughly cleaned of any loose or foreign material and in a moist condition immediately prior to placement. The joints between RCC pavement and concrete structures shall be treated as cold vertical joints. Construct all contraction joints within RCC pavement in accordance with the plans and Article 700-11 of the 2012 Standard Specifications. Seal contraction joints in accordance with Article 700-12 (excluding 700-12 (B) Age of Pavement) of the 2012 Standard Specifications.
Sample 1

Related to Joint Construction

  • Law; Construction This Agreement and any claim, counterclaim or dispute of any kind or nature whatsoever arising out of or in any way relating to this Agreement (“Claim”), directly or indirectly, shall be governed by, and construed in accordance with, the internal laws of the State of New York.

  • 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: 1. Coordination and providing supervision to all Subcontractor and workers; 2. Posting of the prevailing wage scale; 3. Maintaining a copy of the Contractors safety program manual made available to all construction personnel; 4. Conducting weekly on-site safety meetings; 5. Completing the daily labor and construction progress log on a daily basis and submit copies to the County on a daily basis. Copies of the previous day’s reports must be submitted by 9:00AM of the following day. a. Daily labor log is to include a listing of Subcontractor(s) and a count of workers by trade providing services for the day. b. Construction progress log is to include a narrative of the Work provided by trade(s). Narrative agrees to include the various areas of the jobsite where Work was performed and any problems or conditions that were encountered. c. In the event the Contractor fails to provide a daily log and/or construction progress log, the County may impose damages against the Contractor in the amount of fifty dollars ($50.00) for each log and deduct from the Contractor’s payment request, for each day the Contractor does not provide the documentation. 6. County may suspend Contractor operations if no Contractor Superintendent is observed. All delays caused by the suspension will be the responsibility of the Contractor. No time extension or claims for cost(s) associated with the suspension will be granted by the County.

  • Contract Construction 6.27.1 The parties acknowledge that each party and its counsel have reviewed this CONTRACT and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this CONTRACT or any amendment or exhibits hereto.

  • DAF Construction The DAF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Developer and Connecting Transmission Owner agree on another mutually acceptable deadline, the Developer shall deliver to the Connecting Transmission Owner and NYISO “as- built” drawings, information and documents for the DAF, such as: a one-line diagram, a site plan showing the Large Generating Facility and the DAF, plan and elevation drawings showing the layout of the DAF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Developer’s step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the DAF, and the impedances (determined by factory tests) for the associated step-up transformers and the Large Generating Facility. The Developer shall provide to, and coordinate with, Connecting Transmission Owner and NYISO with respect to proposed specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • ICIF Construction The ICIF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Parties agree on another mutually acceptable deadline, Interconnection Customer shall deliver to Transmission Provider and Transmission Owner “as-built” drawings, information and documents for the ICIF, such as: a one-line diagram, a site plan showing the Generating Facility and the ICIF, plan and elevation drawings showing the layout of the ICIF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Interconnection Customer’s step-up transformers, the facilities connecting the Generating Facility to the step-up transformers and the ICIF, and the impedances (determined by factory tests) for the associated step-up transformers and the Generating Facility. Interconnection Customer shall provide Transmission Provider and Transmission Owner with Interconnection Customer’s specifications for the excitation system, automatic voltage regulator, Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • Pre-Construction Phase Employer’s Liability, Workers’ Compensation, Comprehensive General Liability and Comprehensive Automobile Liability in the amounts as set forth in the UGSC.

  • Strict Construction The parties to this Agreement have participated jointly in the negotiation and drafting of this Agreement. In the event an ambiguity or question of intent or interpretation arises, this Agreement will be construed as if drafted jointly by the parties, and no presumption or burden of proof will arise favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement.

  • Language Construction The language of this Agreement shall be construed in accordance with its fair meaning and not for or against any party. The parties acknowledge that each party and its counsel have reviewed and had the opportunity to participate in the drafting of this Agreement and, accordingly, that the rule of construction that would resolve ambiguities in favor of non-drafting parties shall not apply to the interpretation of this Agreement.

  • New Construction If this contract is for a Property that is newly constructed and the new construction option is selected, coverage begins on day one (1) of month thirteen

  • General Construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.

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