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Restoration of Lost Corners by Proportionate Measurement
 
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  Section 1 - Cardinal Equivalents

The example just presented is very simple because the record increment distances were equal. Unfortunately, this is not always true.

 

 


 

 

 

This will be seen as we calculate the proportionate distances for the latitudinal or east/west line. Notice that we have not shown the latitude of the retracement. It is not needed at this time.

 

 

 

 

 

 

Again, total the record . . .

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