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design shape. <br /> 5. Scour Analysis: Sub consultant will perform a scour analysis for the <br /> proposed bridge,based on pier geometry,peak hydraulic flow rates for <br /> the canal determined under Part G.3, and local geotechnical conditions. <br /> The scour analysis will be in accordance with the Florida Department <br /> of Transportation (FDOT)and Federal Highway Administration <br /> (FHWA) guidelines.The scour calculations shall include contraction <br /> scour due to the overall presence of the bridge and associated <br /> constriction of flow in the canal,as well as local scour occurring at the <br /> individual pier foundations. <br /> 6. Engineering Report: Sub consultant will prepare an engineering report <br /> documenting the results of the field investigations and engineering <br /> analyses performed under Parts G.1 through G.5. Figures illustrating <br /> the results will be incorporated within the report, including a plot of <br /> the estimated scour conditions. The report will be signed and sealed by <br /> a Florida licensed registered professional engineer. <br /> H. Structural Engineer(Sub Consultant) <br /> 1. Structural Engineer to provide complete, signed&sealed plans for the <br /> bridge span and support structures. <br /> 2. Structural Engineer to provide complete, signed&sealed plans for the <br /> Mechanically Stabilized Earth(MSE)Wall Control Drawings. <br /> 3. Structural Engineer to provide signed&sealed plans for the partial <br /> demolition and reconstruction of the existing seawall. <br /> 4. Structural Engineer to respond to all Agencies Having Jurisdiction <br /> (AHJ)Request for Interpretation/Information(RFI)to facilitate <br /> environmental and utility permitting which pertain to structural issues. <br /> 5. Geotechnical Engineer to mobilize equipment to perform three(3) <br /> borings in the canal. <br /> 6. Geotechnical Engineer to study and prepare report for the settlement of <br /> the MSE walls due to presence of organic soils. <br /> ?i r.- <br />