A closed traverse has the following data: Line Departure (m) Latitude (m) AB 64.86 16.04 BC 84.51 -71.63 CD -25.2   DE   76.18 EA -4.12 12.15   Determine the DMD of line DE.

please plot this for surveying!

Calculate: a) the bearing of line CD b) the bearing of Line DE c) the area of the traverse   pls answer in COMPLETE, 3 dec places, and provide ILLUSTRATION

Given the following information from a profiled line: STA 8+50 elevation = 132.74 STA 12+50 elevation = 246.29 Compute the siope of the line between these two stations

HI! HELP ME PLEASE

From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances (rn) АВ Due North 400.00 N 45° E S 60° E BC 800.00 CD 700.00 DE S 20° W 600.00 EA S 86°59' W 966.34 a) Compute the correction of latitude on line CD using transit rule. b) Compute the adjusted distance of line EA using transit rule. C) Compute the adjusted bearing of line CD using compass rule.

A closed traverse has the following data: Line Bearing Distance (m) AB N 30deg 30min W 56.50 BC N 75deg 30min W 47.80 CD S 45deg 30min W 85.70 DA Find the area of the traverse.

Solve with the same problem. Sketch the traverse.

On the drawing below, Datum feature B is perpendicular to what? D 10 Ø3.000 .020 O Nothing Datum feature D O Datum feature B Datum feature C D O Datum feature A 45° 4X Ø.395-.430 Ø.500-.510 0.020M ABMCM +0.010M ADM -.375-.395 +.000MABM Ø2.000 C A 0.005MA B

Kindly show me the solution. Thank you.