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Indian River COUNTY <br />02/21/2018 <br />Page 3 of 11 <br />451 Street Milling & Resurfacing Project <br />IRC -1722 (FDOT SCOP FM No. 436848-1) <br />MM File #1804 <br />Summary of Quantities & General Notes - <br />P <br />C <br />F <br />Summary of Drainage Structures Sheets - <br />P <br />C <br />F <br />Project Layout C <br />C <br />C <br />F <br />Plan and Profile Sheets (1" = 40' scale)(including Ditch _ <br />& Sidewalk Profiles) <br />C <br />C <br />F <br />Intersection Plan & Details - <br />P <br />C <br />F <br />Special Details - <br />P <br />C <br />F <br />Drainage Structure Sheets - <br />P <br />C <br />F <br />Roadway Soil Survey C <br />C <br />C <br />F <br />Cross Sections at 100 ft Intervals - <br />P <br />C <br />F <br />Erosion Control/ SWPPP - <br />P <br />C <br />F <br />Signage & Pavement Marking Plans <br />(40 scale double plan) C <br />C <br />C <br />F <br />Signalization Plans - <br />C <br />C <br />F <br />Construction Cost Estimate & Quantities - <br />C <br />C <br />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 AutoCAD. <br />The following additional data shall be utilized for development of the plans: <br />1. The Roadway Plans will be drawn at a scale of 1" = 40' prepared on 11" x 17" sheets; <br />2. The Roadway Plans shall be based on a design speed of 40 MPH with a posted speed limit of 35 <br />MPH; <br />3. Roadway Plan sheets shall depict existing rights-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 <br />included on the Plan or summarized in an alignment table; <br />4. Roadway Plans shall include spot grades adequate to describe any proposed grading; <br />S. Match lines shall not be located within the limits of an intersection; <br />6. Soil boring information (to be provided by the COUNTY) 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 COUNTY and/or FDOT Specifications for Road and Bridge <br />Construction. Any deviations from COUNTY and/or FDOT Specifications for Road and Bridge will <br />be noted and clarified in the Technical Specifications on the Construction Plans; <br />10. 10% Submittal shall include Sub -lateral A-7 existing storage volume computations for the <br />County's use in determining whether or not compensating storage will be required for piping of <br />(3) <br />