Laserfiche WebLink
E. The horizontal information provided on the Record Drawings shall be <br />referenced to the State of Florida, State Plane Coordinate System, Florida East <br />Zone as established by Global Positioning System (GPS) which meets or exceeds <br />Third Order Class I Accuracy Standards according to current publication of the <br />Federal Geodetic Control Committee (FGCC) procedures. <br />F. All Record/As-Built drawings shall be prepared in digital format (ACAD <br />Ver.2009) and shall utilize the digital design drawings as prepared by the Project <br />Engineer as a base for the Record/As-Built drawings. It is the responsibility of the <br />Surveyor to request these files from the Contractor or Project Owner in order to <br />produce the Record/As-Built drawing set. <br />G. ALL improvements proposed to be constructed as shown on the approved <br />construction plans shall be field measured upon completion and shown on the <br />Record/As-Built survey. Any improvements that appear in both plan and profile <br />views shall show the Record/As-Built information in both views. <br />H. The following items are required to be shown on all Indian River County <br />project Record/As-Built drawings submitted to the County: <br />DRAINAGE: <br />1. Right-of-way Swale/Drainage — All culvert inverts, elevations and station <br />offsets; inlet grate and bottom elevations; swale beginning and end bottom <br />elevations; and 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 elevation and sizes. <br />4. Roadway/Off Site Drainage — All inverts, elevations and station offsets; <br />manhole 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 <br />side of Profile Grade Line (PGL), at medians at the high/low and PVI points <br />along Profile Grade Line (PGL). <br />3. All final Elevations to be plotted on PGL AND Plan & Profile sheets as <br />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 />01025-15 Technical Specifications <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1506-Gifford Neighborhood 45th St Beautification\Admin\bid <br />documents\Master Contract Documents\Technical Specifications.doc <br />