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State of Florida , State Plane Coordinate System , Florida East Zone as established by <br /> Global Positioning System (GPS) which meets or exceeds Third Order Class I <br /> Accuracy Standards according to current publication of the Federal Geodetic Control <br /> Committee ( FGCC) procedures . <br /> F . All Record/As-Built drawings shall be prepared in digital format (ACAD Ver. 2009) and <br /> shall utilize the digital design drawings as prepared by the Proiect Engineer as a base <br /> for the Record/As- Built drawings . It is the responsibility of the Surveyor to request <br /> these files from the Contractor or Project Owner in order to produce the Record/As- <br /> Built drawing set. <br /> G . ALL improvements proposed to be constructed as shown on the approved construction <br /> plans shall be field measured upon completion and shown on the Record/As- Built <br /> survey. Any improvements that appear in both plan and profile views shall show the <br /> Record/As- Built information in both views . <br /> H . The following items are required to be shown on all Indian River County project <br /> Record/As-Built drawings submitted to the County. <br /> DRAINAGE . <br /> 1 . Right-of--way Swale/Drainage — All culvert inverts , elevations and station offsets ; <br /> inlet grate and bottom elevations ; swale beginning and end bottom elevations ; and <br /> highs and lows along top of bank. Size of swale . <br /> 2 . Pipe Culvert/PVC Sleeves — All inverts , pipe size , stations and offsets . <br /> 3 . Outfalls — All pipe inverts , pipe size , elevations and station offsets , weir box <br /> elevations , weir elevation , bleeder elavation and sizes . <br /> 4 . Roadway/Off Site Drainage — All inverts , elevations and station offsets ; manhole <br /> top elevation ; grate top elevations . <br /> 5 . Retention Ponds — Provide perimeter elevations , grade breaks , depths and <br /> calculated pond areas at control elevation and grade breaks above and below <br /> water surface . Show as-built of typical cross section as shown on design plan . <br /> ROADWAY . <br /> 1 . Stations and offsets related to controlling baseline and elevations of all <br /> structures , side street and major driveway radius returns (edge of pavement) , <br /> bends and/or change in direction of roadway alignment, minimum of 1000' <br /> intervals along roadway alignment. <br /> 2 . Elevations along Profile Grade Line ( PGL) , of all edge of pavements on each side <br /> of Profile Grade Line ( PGL) , at medians at the high/low and PVI points along <br /> Profile Grade Line ( PGL) . <br /> 3 . All final Elevations to be plotted on PGL AND Plan & Profile sheets as applicable . <br /> 4 . Elevations of edge of pavement and flow line at curb inlets and on the adjacent <br /> edge of pavement at curb inlets . <br /> 01025=13 Technical Specifications <br /> F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadls)Wdmim\Bid Documents\Technical <br /> Soecifications.doc <br />