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Restoration of Lost Corners by Proportionate Measurement
 
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  Section 2 - Computing the Corner Move

In other words, the record was North 40. The moves are North 0.08 and West 0.47. The adjusted position would be North 40.08 and West 0.47.

 

 

 

 

 

 

Therefore, the move is the difference in latitude and departure between the temporary stake and the adjusted position.

 


 

 

 

Move South 0.42 and West 0.57.

You have now completed Unit 3 on two-point, one-point and irregular exterior methods of proportionate measurement.

At this point in the course, you will have an opportunity to recall and apply what you have learned.

Next, get ready for a review exercise!

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