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Gateway Park Center PERKINS+WILL <br /> 810495.00 <br />12/06/18 <br />033000-3 Cast-In-Place Concrete <br />(2)Mix Designs <br />(3)Concrete Travel Times to the Project Site <br />(4)Hot and Cold Weather Procedures <br />(5)Product Data <br />(6)Concrete Joint Locations <br />(7)Comprehensive Layout Drawings <br />(8)Preconstruction Survey <br />(9)Survey of Flat Plate or Flat Slab Concrete Floors <br />during construction <br />(10)FF/FL Testing <br />(11)Structural Repairs <br />(12)Patching Defective Concrete Finishes <br />(13)Conduit and Pipes Embedded in Concrete <br />(14)Hazardous Materials Notification <br />1.Submittal Schedule: The contractor shall submit for action a schedule at <br />least twenty (20) working days prior to commencing submittals. <br />a)This schedule shall include a list, in order of date to be submitted, <br />of all drawings and other required submittal items scheduled to be <br />submitted. The schedule shall list the proposed submittals for <br />each week, as well as their formats. Once shop drawing <br />submissions have commenced any modification or addition to this <br />schedule must be submitted for action at least twenty (20) working <br />days before the modification or addition is proposed to take place. <br />b)If at any time the total number of shop drawings received in any <br />one week period exceeds the amount in the approved schedule by <br />more than 10% for that week, the Design Professionals have the <br />right to add two days to the average turnaround time for each 20% <br />increment in excess of the scheduled quantity for that week’s <br />submissions. For example if the weekly total exceeds the <br />schedule by 10% to 20%, two days may be added; if it is <br />exceeded by 21% to 40%, four days may be added. The return <br />dates for subsequent submittals may be extended based on the <br />additional review time stated above. <br />c)For the purposes of developing a schedule, assume the following <br />review rate, Shop drawings – 10 full size sheets per week. <br />2.Mix Designs: Submit for action concrete mix designs for each type and <br />strength of concrete required for this Project at least thirty (30) days <br />before placing concrete. <br />a)Mix designs shall be prepared or reviewed by an approved <br />independent Testing Agency retained by the Contractor in <br />accordance with requirements of ACI 301 and ACI 318, sealed <br />and signed by a Professional Engineer licensed in the state where <br />the project is located, and shall be coordinated with design <br />requirements and Contract Documents.