Fundamentals of Surveying |
Contents
ization 29 Taping Procedures | 15 |
Units and Standards of Length 24 Metric Conversion Act of 1975 | 22 |
Excess and Deficiency 1332 Adverse Possession 1333 Highway | 31 |
Copyright | |
5 other sections not shown
Common terms and phrases
accuracy adjustment angular axis azimuth backsight bearing benchmark boundary bubble tube Calculate celestial sphere centerline central meridian computed contour contour lines corner correction Cosin Sin Cosin cross-wire curve datum determined difference of elevation direction dumpy level electronic engineering error of closure Example eyepiece field follows grid azimuth ground Hence highway horizontal control horizontal distance instrument intersection land surveys latitude length lens line of sight longitude mark mean measured ments method National Geodetic Survey objective lens observed obtained operations optical transit parallax photograph plane coordinate system plane coordinates plane table plumb Polaris position precision procedure projection rear tapeman recorded refraction rod reading scale screws sea level sexagesimal shown in Fig slope distance Solution stadia stake standard steel tape surface surveyor Table tangent telescope theodolite tion tract traverse station triangulation tripod U.S. Geological Survey vernier vertical angle Zone