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CONTENTS Chapter 3 Surveying Field Notes 41
Distance Measurement Taping 49
29 other sections not shown
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accuracy adjustment alidade axis azimuth backsight bearings bench marks bubble calculated chord clamp clockwise compass computed contour corners correct cross hairs curve datum deflection angles determined direction dumpy level electronic engineer's scale ephemeris equation equipment error example field notes Geodetic grade graduated grid Gunter's chain Hewlett-Packard horizontal angles horizontal distance instrument latitudes and departures level vial line of sight longitude magnetic magnetic bearings magnetic declination meridian method minus sights misclosure objective lens observations obtained offset optical parallax photogrammetry plane coordinate systems plane coordinates plate plotted plumb plumb bob Polaris position precision procedure projection recorded rod reading scale screws Section setup shown in Figure Similar to Problem stadia stake standard station Surveying and Mapping surveyors Table tangent tape length tapeperson telescope temperature theodolite topographic traverse triangle tripod vernier vertical angle