If coordinates of point A are (5000.00 N 5000.00 E) Determine the departure and latitude Coordinates at, Point B, C, D, E, F and A A I10 04 20 80°00' 0 303-27 297 65 290 23 45" 260 00 00" 265.07 204.07 C 205°17'33" 356 03 27" 198.101 LL)

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m…

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Q: 2. Compute the initial and corrected latitudes and departures below. Azimuth (°) Length (ft)…

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Q: If the starting coordinates of station A are E = 5000 ft, N = 10000 ft and the Departure is 517.44…

A: To Find :- Easting of station B Given:- Easting and Northing of station A are 5000 ft & 10,000…

Q: ▼ Offset Point A Stationing Offset Part A 0.00 14.9 B 0 + 54.80 34.2 с 1+ 31.88 54.6 D 2+ 13.02 85.4…

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Q: Given: Instrument @ "B", BS "C", FS "A" Northing B = 5000.000, Easting B = 10000.00, Elevation B =…

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Q: 5. Mr. Blue owns a property in Land-O-Fairies that he wished to survey. For that purpose, he bought…

A: Given data -Plane coordinateof surveyed cornersFind out -Area of the property ?

Q: 11. If the balanced latitudes and departures are given for the following traverse, what are the…

A: Given data- To Find- The coordinates of the remaining two points.

Q: Part B Calculate the y-coordinates for the other stations. Express your answers, separated by…

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Q: For the volume from grids of spot heights, compute the Eh1 of the below ground elevation, if .you…

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Q: Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the…

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Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

Q: Balance the following set of latitudes and departures using the compass rule and give the results to…

A: Note: Since you have asked multiple questions, we will solve the first question for you. If you want…

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.