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Replies
Antonio,
Thank you for taking this into a new area where accuracy and precision meet locality!Ā Once a construction project is in progress, the benchmak for the project, whether it be inconsistentĀ by a certain amount (this amount I will address later)Ā with the datum it has been established on, shall hold true for the rest of the project, even though the benchmark for the project may have been established on the site - let's say 3 centimeters higher or lower than what it should have been to be on that certain datum.Ā Consistency in the source of elevation during the construction process is as important as laying the next brick on top of the one before it.Ā All things are truly relative.Ā
-Scott D. Warner, RLS
This is all about learning from each other.Ā Glad to hear from you again!Ā Some day you will be the mentor.
-Scott D. Warner, RLS
Allow me to clarify (and correct?) what Heinjie is saying:
Older survey equipment -- theodolite and EDM -- measured angles and distances, and required traverse calculations (and adjustment) to be done later.
Modern survey equipment -- total station -- allows a choice between measuring angles and distances (as above) or collecting coordinates (by having the device itself calculate the traverse). There are definitely two schools of thought:
Ā 1Ā Always collect the angles and distances, and do your own calculations.
Ā 2Ā Only collect coordinates.