▼ ▼ Part A Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. Dep AB, DEPBC, DepCD, DEPDA = Part B Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Lat AB, LatBC, LatcD, LatDA = Part C Compute the linear misclosure. Express your answer in feets to three significant figures. Part D 195| ΑΣΦ ↓↑ vec Compute the relative precision. Express your answer as an integer V ΑΣΦ 1: Part E VE ΑΣΦ vec vec XB, YB, XC, YC, XD, YD = 0 - ΑΣΦ ↓↑ vec ? ? ft Compute the preliminary coordinates in feet if XA = 9500 and Y₁ = 11000. Express your answers in feet to two decimal places separated by commas 15. ΑΣΦ ↓↑ vec ? ? ? ft ft ft

Q: Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the…

A:

Q: 4. During the survey of four sided polygon, closed traverse has the following dată ! Side AB =…

A: Note- a} Point Angle A 51o13' B 105o39' C 78o11' D 124o47' Sum 359o50'0''

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A: Plot the given coordinates  Area calculation: Calculation of distance, Latitude, Departure of AB…

Q: A closed triangular traverse has the following data: Line Bearing Distance АВ N 60° E 1,000 m BC Due…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: The following data is taken from a closed traverse that contains four courses. Course AB BC CD…

A: Given closed traverse ABCDA

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: The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates…

A: Preliminary coordinates are XA= 9500 YB = 11000

Q: 4- Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b)…

A:

Q: A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/ N 35° E BC /…

A:

Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING AB 495.85…

A: Double meridian distance of a line (M) = Double meridian distance of preceding line + Departure of…

Q: A closed traverse ABCD has the following data: LINE LENGTH BEARING 122.00m 149.00m N 30° E N 60 E S…

A: The traverse is to compute the direction and length of the particular point.  The traverse is carry…

Q: 8. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL and the Ed as…

A: Lattitude and departure signs :  N-E : Both positive  S-E : Lattitude negative Departure positive…

Q: Solve for the area of the given traverse using Double Meridian Distance Method. B Not to Scale S 49°…

A:

Q: Compute for the area of the closed traverse using triangle method. D N 45°55'21" E 276.48' S…

A:

Q: Given the following tabulated data for a closed traverse, determine the bearings of CD and EA.

A:

Q: Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the…

A: Line  Azimuth from south  Azimuth from North  AB 284°12’ 284°12'-180° =104°12' BC 15°18’…

Highway Surveys and Location

Surveying is an operation in the civil engineering domain that requires collecting and identifying data regarding an area of land and topography. The data that is collected can be helped to plan and undertake the construction process. Civil engineers perform surveys to gather three-dimensional information regarding a particular area. Engineers specify several points on the surface of the earth and relationship between points, and the distance and angles between the points are evaluated. The data from this evaluation guides in drawing plans regarding buildings and structures.