Given: Instrument @ "B", BS "C", FS "A" Northing B = 5000.000, Easting B = 10000.00, Elevation B = 521.980 HI = 5.27', HR = 6.21' STATION HA (RIGHT) ZA 94°15'36" 86 13'57" SD C 00°00'03" 203.65 A 98 15'36" 405.23 What is the elevation at "C" 724.127 505.912 547.667 495.372

Q: The slope distance and zenith angle (measured from vertical) between points A and B were observed…

A:

Q: S 54°58'58" E N 45°55'21" E 382.24' A S 68°05'27" W 472.72' 276.48' N 19°46'15" W 216.12'

A:

Q: Find the departure misclosure using compass rule Find the latitude misclosure using compass rule…

A:

Q: Two traverse lines AB and BC with the description: AB = 325.50 m, Due East, BC = 275.45 m, N 57045’…

A:

Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

Q: Two angles AOB and BOC and a single angle AOC were measured at the same point O. Adju angle AOC.…

A:

Q: Problem 2: Calculate the correction in Latitude and Departure using a) Compass Rule and b) Transit…

A:

Q: B 90,711 67°20'12" 142°11'19" A 50°45'9" 79,627 61°54'39" 94,882 What is the northing and easting…

A: Given:Required:Nothing and Easting of each corner

Q: Course Balanced Balanced Departure Latitude Double Area (*) DMD Double Area (-) AB 517.44 -388.84 вс…

A: 1) Length of course BC = Departure2BC+Latitude2BC                                      =…

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.