A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown. Compute for the error in departure. +0.03870 -0.03780 +0.03780 -0.03870 LINES AB BC CD DA BEARING N 53°27' E S 66°54' E S 29°08' W N 52°00' W DISTANCES 59.82 m 70.38 m 76.62 m 95.75 m

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

A:

Q: a. b. C. What is the interior angle at C? e. What is the interior angle at A? What is the area of…

A:

Q: a. Compute the latitude and departure of each course. b. Compute the length of the linear error of…

A:

Q: Answer fast

A: Step 3:Since, 3600" = 1° .So, 1" = (1/3600)° .That means, 40" = (40/3600)° . Hence,-40" = -0.0111…

Q: 1.​Explain how you will set-out the following: ​i.​Two corners of a rectangular building using two…

A: A building is set out in order to clearly define the outline of the excavation and the centre line…

Q: Complete the differential leveling notes shown in Table 1 and perform the arithmetic chec Show…

A:

Q: Observed Bearings Computed Sta Internal Angle Adjusted Values Corr Interior Forward Back Angle…

A:

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.