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of all required evaluation , design, coordination, and follow-up work necessary to supports <br /> permit application . The County will review the permit applications as necessary and be <br /> responsible for the final submittal . <br /> The ENGINEER shall prepare permit sketches for submission by the County to Florida <br /> Department of Environmental Protection, U . S . Army Corps of Engineers, and St. Johns <br /> River Water Management District for Dredge and Fill activities , if necessary . The <br /> Engineer shall submit all permit sketches on 8 " x 11 " sheets . Sketches must be neatly <br /> scaled, signed and sealed , and reproducible . <br /> 3 . Utilities : <br /> Utility coordination with the various Utility Companies and/or agencies shall be by the <br /> ENGINEER and identified conflicts addressed . The Engineer will be prepared , at <br /> additional hourly rates, to survey the project site to locate and determine depth of <br /> underground utilities, in coordination with the utility companies . <br /> E . Sienina and Pavement Marking Plans <br /> Preparation of the plan layout ; key map ; quantities (including signing and pavement marking <br /> quantity) ; tabulation of quantities ; and detail of all major signs . All plans are to be prepared in <br /> accordance with the latest design standards and practices (MUTCD), FDOT Standard <br /> Specifications, Indexes, and shall be accurate, legible, complete in design and drawn at 1 " = 20' <br /> scale, furnished in reproducible form . <br /> F . Structural Plans <br /> The ENGINEER shall prepare preliminary and final bridge plans for the demolition and <br /> replacement of bridges on 41 st Street over the Lateral ` A ' Canal and 82nd Avenue over the Lateral <br /> ` D ' as detailed below : <br /> Bridge Section <br /> No . 804033 over Lateral `A ' Canal 3 -Lane (expandable to 5 -Lane) <br /> No . 880017 over Lateral ` D ' Canal 3 -Lane (expandable to 5 -Lane) <br /> 1 . The proposed typical section will consist of three lanes , 8 ft. sidewalk on one side, 8 ft. <br /> shoulder on opposing side and utility shelves on both sides of each bridge, with an <br /> estimated overall width of 66 "-6 " . <br /> 10 <br />