Subtask 1.2 – Design Review Clause Samples

Subtask 1.2 – Design Review. Golder will review the County’s design plans, specifications, and CQA plan to determine if there are design alternatives that could be implemented to reduce construction costs, improve constructability, or reduce maintenance. In addition, we will confirm that the specifications are based on the most recent industry standards. Based on our preliminary review of the draft plans, Golder recommends revisiting the orientation of shredded tire/warning layer detail in the operations layer, which are depicted running diagonally along the slopes. We anticipate that these will be difficult to install and could increase the likelihood of damaging the underlying liner. We understand that the desire is to provide a visual warning as material is removed from the digester. However, it may be possible to orient the biogas pipes parallel to the dip of the slope, and use a separate brightly colored warning layer on top of the operations that could be inclined diagonally and secured to the biogas/shredded tire trenches. For a recent project in Las Vegas Nevada, we installed orange construction fencing in the middle of the 36-inch thick operations layer to provide a warning to the equipment operator when removing sludge from the pond. Solicitation PPWSRFPJK1704 – Engineering Design and CQA Services April 2017 20 P1777870 The County may also entertain the use of a linear low-density polyethylene geomembrane in lieu of a high-density polyethylene geomembrane. The linear low-density polyethylene is much more flexible and will respond better to the potential differential settlement of the underlying waste. The County may also consider modifying the grading plan for the cells to shed stormwater to the north and south instead of east and west. This will reduce the impact of stormwater on the operating surface between the cells and will provide flow along the cells without having to run around them. During the kick-off meeting, Golder would like to review the County’s plan for operating the digester cells and how material will be moved in and out of the cells. If the plan is to have equipment operate directly on the operations layer, Golder is concerned with the suitability of the wood chips and shredded tires to allow safe operation over the liner. In addition, we note that there is no anchor trench shown in the plans. An anchor trench design or runout length design should be completed prior to construction to verify the geomembrane will not be impacted by equipment. Other details ...
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Related to Subtask 1.2 – Design Review

  • Design Review ‌ (a) Where so specified in Schedule A (Scope of Goods and Services) or as otherwise instructed by the City, the Supplier shall submit design-related Documentation for review by the City, and shall not proceed with work on the basis of such design Documentation until the City’s approval of such Documentation has been received in writing. (b) None of: (i) the submission of Documentation to the City by the Supplier; (ii) its examination by or on behalf of the City; or (iii) the making of any comment thereon (including any approval thereof) shall in any way relieve the Supplier of any of its obligations under this Agreement or of its duty to take reasonable steps to ensure the accuracy and correctness of such Documentation, and its suitability to the matter to which it relates.

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  • General Scope of Work The Scope of Work and projected level of effort required for these SERVICES is described in Exhibit “A” attached hereto and by this reference made a part of this AGREEMENT. The General Scope of Work was developed utilizing performance based contracting methodologies.

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