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20. You are tying to some existing monumented (rebar) coordinate positions, but it is obvious the rebar in some cases are disturbed. In the adjustment

20. You are tying to some existing monumented (rebar) coordinate positions, but it is obvious the rebar in some cases are disturbed. In the adjustment what would you do to effectively handle those coordinates as observations? (a) assign non-fixed error estimates to the existing monument control coordinates (b) make at least measurement from two setups to the monument (c) occupy the monument with the total station (d) perform only a minimally constrained adjustment

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