2012-124A - Laserfiche WebLink

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AND Field measurements of vertical or horizontal dimensions of constructed improvements shall be obtained so that the constructed facility can be delineated in such a way that the location of the construction may be compared with the construction plans. Clearly shows by symbols, notations, or delineations, those constructed improvements located by the survey. 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, stations and offsets. 3. Outfalls --All pipe inverts, elevations and station offsets, weir box elevations, weir elevation, and sizes. 4. Roadway/Off Site Drainage — All inverts, elevations and station offsets; manhole top elevation; grate top elevations. 5. Retention Ponds— Perimeter elevations, grade breaks, depths, and calculate pond area at control elevation and grade breaks above water surface. 6. Roadway: a. Stations and offset 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, OR minimum at 1000' intervals along roadway alignment. b. Elevations along Profile Grade Line(PGL), of all edge of pavements either side of Profile Grade Line (PGL), at medians at the high/low and PVI points along Profile Grade Line (PGL). c. All final Elevations to be plotted on PGL AND Plan -- Profile sheets as applicable. d. Elevations of edge of pavement and flow line at curb inlets and on the adjacent edge of pavement at curb inlets. SURVEY CONTROL 1. Install/re-establish: It shall be the contractor's responsibility to hire a Professional Surveyor and Mapper as defined per Chapter 472, Florida Statutes, to replace any horizontal and vertical control shown on the engineering plans that was destroyed during construction. 2. New roadway alignment control points (Survey Baseline or controlling line and all points as indicated on the plans or control sheet) upon final roadway completion. Include all intersections and side streets. State Plane Coordinates and elevations for all control points. 3. Either if shown on plans or not: Any Public Land Corner or Governmental Survey Control points),vertical control (bench marks), property corners destroyed and/or disturbed during the scope of the project shall be properly re- established as per standards as set forth within Florida Statutes,Administrative code and Minimum Technical Standards for that type of survey. All said 01025-12 Technical Specifications F:1Public Works\ENGINEERING DIVISION PROJECTSl1210-Sandridge Driving Range Tee Renovation\Admimlbid documents\Technical Specifications,doc SmeadSoft Reprint Date:Monday,January 11,2016-09:22:23-OfficialDocuments:9069,Attachment Id 1,Page 172