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Stakeout points function allows to stakeout single topographic points.
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Click Stakeout.
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Click Points.
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Select the stakeout mode.
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Topographic point: the nearest topographic point is selected automatically according to the position of the receiver.
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Automatic by position: the nearest topographic or reference point to stakeout is selected automatically according to position of the receiver.
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Define points list: create a list of topographic points to stake. This option allows to create a table with a list of points to stakeout. The points can be loaded from CAD or selected from the point list. The list can be saved and loaded from a file.
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Coordinates: manual definition of East, North and elevation to stake. Coordinates can be selected from the CAD drawing.
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Coordinates WGS84: manual definition of the WGS84 coordinates to stake. The option is available when working with GNSS receivers.
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Coordinates ECEF: manual definition of the geocentric coordinates to stake. The option is available when working with GNSS receivers.
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After the point to stakeout has been defined, the GNSS Point stakeout page is opened.
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Refer to Stakeout - GNSS and Stakeout - TPS for the commands in this page.
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Reach the stakeout position following the indications.
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After point has been measured, click Accept to store the point.
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The software proposes the next point to stakeout automatically.
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Select it from the CAD view or click
to increase the point numbering.
It is possible to select an object, for example a polyline, to change from Stakeout Point to Stakeout object.
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Click Next to select the next point from our of the following modes.
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Next point: the next point is suggested, according to recording order.
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Previous point: the previous point is suggested, according to recording order.
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Nearest: the nearest point, which has not been staked yet, is suggested.
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Point from CAD: manual selection of the point to stake in the graphic window.
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Point from Table: manual selection of the point to stake from the table.
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