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Elements of surveying and levelling; with descriptions of the instruments and the necessary tables (1870)

Davies, Charles, 1798-1876 · New York and Chicago, A. S. Barnes & Company · leaf 115

An illustration from Elements of surveying and levelling; with descriptions of the instruments and the necessary tables, 1870, leaf 115
t is notmaterial whether the ground be kept on the right hand or onthe left, and all the rules deduced for one of the cases, areequally applicable to the other. To preserve uniformity, however,in the language of the rules, we shall suppose the land to bealways kept on the right hand of thesurveyor.… … stations. Bearings. Distances. 1 234 N 31i° WN 62° ES 36° ES 45i°W 10.409.207.60 10.00 Place the compass at A, and take the bearing to B,which is FAB: suppose this angle has been found to be 31|°. SEC. III.] COMPASS SUKYEYING. 113 The bearing from ^ to i? is then K. 31|-° W. Enter this bearingin…

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