2013-254A - Laserfiche WebLink

Home Browse Search

Addendum #1 11mM2013 the State of Florida , State Plane Coordinate System , Florida East Zone as established by Global Positioning System ( GPS ) which meets or exceeds Third Order Class I Accuracy Standards according to current publication of the Federal Geodetic Control Committee ( FGCC ) procedures . F . All Record/As- Built drawings shall be prepared in digital format (ACAD Ver. 2009 ) and shall utilize the digital design drawings as prepared by the Project Engineer as a base for the Record/As- Built drawings . It is the responsibility of the Surveyor to request these files from the Contractor or Project Owner in order to produce the Record/As-Built drawing set . G . ALL improvements proposed to be constructed as shown on the approved construction plans shall be field measured upon completion and shown on the Record/As- Built survey . Any improvements that appear in both plan and profile views shall show the Record/As- Built information in both views . H . The following items are required to be shown on all Indian River County project Record/As- Built drawings submitted to the County : DRAINAGE . 1 . Right-of-way Swale/Drainage — All culvert inverts , elevations and station offsets ; inlet grate and bottom elevations ; swale beginning and end bottom elevations ; and highs and lows along top of bank . Size of swale . 2 . Pipe Culvert/PVC Sleeves — All inverts , pipe size , stations and offsets . 3 . Outfalls — All pipe inverts , pipe size , elevations and station offsets , weir box elevations , weir elevation , bleeder elevation and sizes . 4 . Roadway/Off Site Drainage — All inverts , elevations and station offsets ; manhole top elevation ; grate top elevations . 5 . Retention Ponds — Provide perimeter elevations , grade breaks , depths and calculated pond areas at control elevation and grade breaks above and below water surface . Show as- built of typical cross section as shown on design plan . ROADWAY . 1 . Stations and offsets related to controlling baseline and elevations of all structures , side street and major driveway radius returns ( edge of pavement) , bends and/or change in direction of roadway alignment , minimum of 1000 ' intervals along roadway alignment . 2 . Elevations along Profile Grade Line ( PGL ) , of all edge of pavements on each side of Profile Grade Line ( PGL ) , at medians at the high/low and PVI points along Profile Grade Line ( PGL ) . 3 . All final Elevations to be plotted on PGL AND Plan & Profile sheets as applicable . 4 . Elevations of edge of pavement and flow line at curb inlets and on the adjacent edge of pavement at curb inlets . 01025- 13 Technical Specifications R\Public Works\ENGINEERING DIVISION PROJECTS\133&Gifford Senior BallfieldWdmin\bid documents\ADDENDUMS\Technical Cnnrifirnflnnc rinr