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Work Order No. 1— 45th Street and US <br />Highway 1 Roadway and Signalization <br />Improvements, Indian River County <br />x 17" sheets. <br />2. Plan sheets shall depict existing right-of-way, section lines, property lines, <br />temporary construction easements, and centerline of construction. <br />Horizontal control points with state plane coordinates for all PC's, PT's, curve <br />radius, curve length and horizontal Pi's shall be included on the Plan or <br />summarized in an alignment table. <br />3. Utility adjustment sheets are not included in this scope of services and will be <br />negotiated, if required, as a separate agreement at the completion of the <br />design phase. <br />4. Plans shall include spot grades adequate to describe any proposed grading. <br />5. Match lines shall not be located within the limits of an intersection. <br />6. If applicable, soil boring information shall be plotted on cross sections with <br />soil classification and high season water table. <br />7. All quantities shall reference FDOT Pay Item Numbers. <br />8. All details shall reference FDOT Index Numbers. <br />9. All specifications shall reference to FDOT Specifications for Road and Bridge <br />Construction. Any deviations are special specifications not included in FDOT <br />Specifications are required in the Technical Specifications. <br />10. The COUNTY will be responsible for supplying all needed topographic design <br />survey data and geotechnical data necessary to design and permit the above <br />identified improvements. <br />11. Initial, interim and Final Plan Submittal shall include the following: <br />i. Three (3) Sets of Signed and Sealed Plans. <br />ii. One (1) Opinion of Probable Construction Cost <br />iii. One (1) CD with drawings in PDF format. <br />The plans will be prepared based upon English units. The design will be conducted in <br />MicroStation and Geopak. Final Design files will be provided to the COUNTY in <br />autoCAD format. <br />B. Signing and Pavement Marking Plans: <br />Pave 2 of 6 <br />