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Roadway set of plans shall consist of the following : <br /> 30 % 60 % 90 % 100 % <br /> Cover Sheet X X X X <br /> Typical Sections X X X X <br /> Summary of Quantities & General Notes X X <br /> Summary of Drainage Structures Sheets X X X <br /> Details X X <br /> Plan and Profile Sheets (40 scale) (56 sheets) X X X X <br /> Cross Sections at 100 ft interval X X X <br /> Landscape Plans X X X <br /> Signage & Pavement Marking Plans ( 100 scale) X av mrk onl X X X <br /> Signalization Plans X X X <br /> Bridge Plans X X X <br /> Intersection Plan & Details X X X X <br /> Drainage Mas X X X <br /> NPDES Plans X X <br /> Stormwater Pollution Prevention Plans SWPPP X X <br /> Computation Book X X <br /> Construction Cost Estimate and Quantities X X X X <br /> The plans will be prepared based upon English units . Design will be conducted in <br /> MicroStation and Geopak and required deliverables shall be converted to AutoCAD format . <br /> The Roadway Analysis and Roadway Plans tasks includes : <br /> ♦ Traffic Control Phase typical section <br /> A- Survey Project Network Control Sheets <br /> The following items are not included : <br /> • Utility Relocation Plans <br /> • Aerial Photography/Raster Image . <br /> The following additional data shall be utilized for development of the plans . <br /> 1 . The recommended Typical Sections in the PD&E Study are to be utilized in the <br /> Project unless the COUNTY requests changes . The ENGINEER will submit typical <br /> sections for final review and approval prior to preparation of roadway plans . <br /> 2 . Recommended in the PD&E Study alignment Alternative #3 with modifications <br /> requested by County with the proposed roadway elements will be included in 30% <br /> Plans and submitted for review and comments . <br /> 3 . The roadway plan and profile sheets will be drawn at a scale of 1 " = 40'. <br /> 4 , The ENGINEER shall submit roadway pavement designs . Relevant traffic count <br /> Page 7 of 16 <br /> CR 510 Design Agreement20051104.doc November 7, 2005 <br />