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A. Roadway Analysis and Plans: <br /> Roadway set of plans shall consist of the following: <br /> 60% 90% 100% <br /> Cover Sheet C C F <br /> Summary of Pay Items p C F <br /> Typical Sections C C F <br /> Summary of Quantities&General Notes P C F <br /> Summary of Drainage Structures Sheets p C F <br /> Project Layout C C F <br /> Plan and Profile Sheets (40 scale) C C F <br /> Intersection Plan & Details p C F <br /> Special Details p C F <br /> Drainage Structure Sheets P C F <br /> Roadway Soil Survey p C F <br /> Cross Sections at 100 ft intervals p C F <br /> Stormwater Pollution Prevention Plans p C F <br /> Signage& Pavement Marking Plans C C F <br /> (40 scale double plan) <br /> Signalization Plans p C F <br /> Construction Cost Estimate and Quantities C C F <br /> Notes: P—Preliminary, C—Complete, but subject to change, F- Final <br /> The plans will be prepared based upon English units. Design will be conducted in MicroStation and <br /> Geopak. <br /> The following additional data shall be utilized for development of the plans: <br /> 1. The roadway plans sheets will be drawn at a scale of 1" =40' prepared on 11" x 17" sheets. <br /> 2. Plan sheets shall depict existing right-of-way, section lines, property lines, temporary <br /> construction easements, and centerline of construction. Horizontal control points with state <br /> plane coordinates for all PC's,PT's,curve radius,curve length and horizontal PI's shall be included <br /> on the Plan or summarized in an alignment table. <br /> 3. Plans shall include spot grades adequate to describe any proposed grading. <br /> 4. Match lines shall not be located within the limits of an intersection. <br /> 5. If applicable,soil boring information shall be plotted on cross sections with soil classification and <br /> high season water table. <br /> 6. All quantities shall reference FDOT Pay Item Numbers. <br /> 7. All details shall reference FDOT Index Numbers. <br /> 8. All specifications shall reference to County and/ or FDOT Specifications for Road and Bridge <br /> 79 <br />