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<br />design shape. <br /> <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 0.3, 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 />(FHW A) 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 /> <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 0.1 through 0.5. 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 /> <br />H. Structural Engineer (Sub Consultant) <br /> <br />1. Structural Engineer to provide complete, signed & sealed plans for the <br />bridge span and support structures. <br /> <br />2. Structural Engineer to provide complete, signed & sealed plans for the <br />Mechanically Stabilized Earth (MSE) Wall Control Drawings. <br /> <br />3. Structural Engineer to provide signed & sealed plans for the partial <br />demolition and reconstruction of the existing seawall. <br /> <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 /> <br />5. Geotechnical Engineer to mobilize equipment to perform three (3) <br />borings in the canal. <br /> <br />6. Geotechnical Engineer to study and prepare report for the settlement of <br />the MSE walls due to presence of organic soils. <br /> <br />("l il ''', <br />["~\ 'i ,<,., <br />~-' D L..: <br />