A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA Length(m) 101.01 140.24 99.27 C B D A E Direction 00°00'00" 77°55'30" 173°37′20″ D D 137.137 11.027 L sine L 101.01 29.337 -98.656 L cose AD=151.515m,=257°55′37" O AD=144.735m,0=77°55′37″ O AD=151.515m,0=77°55′37" O AD=145.735m,0=257°55'37" AD=144.735m,9=257°55′37″ O

Q: Compute the adjusted length of inie AC

A: We know from compass rule  Correction for latitude is given by CL*L∑L Correction for Departure is…

Q: SITUATION 1: The data for a closed traverse are as follows: Course Bearing Distance АВ S W 126.00 m…

A: To Determine Distance of course CD Area of the traverse

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A:

Q: Point Easting Northing 1 10000 10000 2 10044.83 10072.21 3 9932.248 10143.02 4 9887.415 10070.81

A:

Q: 563 322 303.6

A: Given that:

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.