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profile survey

taking elevation points for drainage canal
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  • hi


  • If you do have survey grade differential correction in that work, using backup setup for profiling a drainage line is simply not acceptable if the requirement is for detailed engineering.

  • I don't know what you are trying to achieve here but using a GIS grade GPS or a GIS grade precision to determine a profile is simply not possible from an engineering standpoint.

  • From where you take your differential correction?

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