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.
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.
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
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.
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.
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.
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.
Joint Construction. A. AWWA C900 Pipe. Make pipe joints according to the following AWWA M23.
