dear all,

im new to survey work.

i need to know that what is precise station carrying process in survey work.

i am working in a power plant construction. 

i am always carrying my station with resection option in leica ts 02.

i got 2 reference points from client side surveyor, next what i need do?

traversing? 

please explain me the correct process to do preliminary survey after getting 2 control points from client.

looking forward your answer

thanks 

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Are you aware that best tribrach provides 1mm centering error? Are you also aware that optical plummet also provide verticality error? Are you also aware that your 1200 ideally provides an accuray of 3mm+0.1ppm on long static? Good luck my friend.

It's ok friend if you don't believe I just wanted to help. Good luck to you too.

I would agree with Arnel, 

What you have shown is not the accuracy of your results but the standard deviations of your readings. 

What Arnel talks about is the accuracy it is able to achieve in ideal conditions but we know thats always far from ideal. 

What Peshawa have shown us is the standard deviations of your observations. I would reckon you occupied a long time to achieve a good baseline for processing. But this is not the accuracy of the point but more of the precision of your observations. 

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