Plane Surveying; a Text-Book And Pocket Manual

Cover Plane Surveying; a Text-Book And Pocket Manual
Plane Surveying; a Text-Book And Pocket Manual
John C John Clayton Tracy
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(Art. 301 (a).) Many surveyors prefer to skip every other line in entering notes, thus affording more room for corrections and for the descriptions of stations on the right-hand page.
By comparing these notes with the arithmetical work on page 238, Art. 299 (d), the method of working out the different H.I. 8 in the third column and the elevations in the last column will become clear. Thus each B.S. is added to the elevation recorded on the same horizontal line to get the H.I. from which THEORY
...241 the elevations are figured for all succeeding stations up to and including the next turning-point.
This form is more compact than the preceding form and is, perhaps, the one most often used. For profile levehng Form C given below is in many respects a better form.
Form C for Level Notes. Form D for Level Notes.
B.8.
T.P.
H.I.
F.S.
El.
Sta.
3.0 100.0 103.0 A 5.0 101.0 106.0 2.0 B 2.0 104.0 C 3.0 103.0 D 1.0 106.0 E 5.0 99.0 104.0 7.0 F 2.0 102.0 G Sta.
B.S.
F.S.
Dif.
EL CJheck.
A B C D E F G 3.0 6.0 5.0 2.0 2.0 3.0 1.0 7.0 2.0 + 1.0 + 3.0 -1.0 + 2.0 -6.0 + 3.0 100.0 101.0 104.0 103.0 105.0 99.0 102.0 3.0 2.0 + 1.0 100.0 101.0 5.0 7.0 -2.0 101.0 99.0 (d) Comments on Form C.


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