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Land Surveyor

 

hey guys 

what is your oponion regarding a site of about 5.5 hectars to be surveyed by total station and a 3d Scanner, would both of them will got fixed and come exactly togather or some deference is tolerable?

the leghnt of the area is about 0.5 km, and there the 3D scanner and the total station survey result have some about 70cm rotation generally at one part of the other part be fixed togather is it normal?

Thanks. 

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