Station End area fill (sf) Distance (ft) Volume (cy) 150 + 00 360 150 + 50 3,500 50 151 + 00 10,400 50 152 + 00 19,000 100 153 + 00 23.600 100

Q: 4. Find coordinate of H and I in Figure 4.1. 5. NA EA A ANS NB B Es (Area ABDE)/3, H Station N,m. A…

A: The co-ordinates of stations A, B, D and E are given:StationsN, mE,…

Q: I want the missing third location

A: Approach to solving the question: through analyzing the pattern of the given measurements. Detailed…

Q: Offset Point A Stationing 0.00 Offset 12.6 B 0 + 54.80 34.2 C 1+ 38.88 54.2 D 2+ 13.02 85.4 E…

A: Offset PointABCDEFGStationing0.000 + 54.801 + 38.882 + 13.022 + 98.743 + 47.824 +…

Q: N 24 由 04 X от BA 0 G T OJ აი OF 04 D OL шо ΟΝ M о 500 Scale in feet Geologic Cross Section: Figure…

A: The construction of a geological cross-section involves the interpretation of the rocks arrangement,…

Q: Calculate the WCB

A: Whole circle bearing (WCB): - It is defined as the horizontal angle made from magnetic north to a…

Q: Distance coordinates Sexagesimal angle Est. Observ. course Point (m) North East K N S 85°30'W 100.00…

A: Est Observer Point Dist. (m) Sexagesimal Angle Course Departure L x Sin(Sexagesimal Angle) Latitude…

Q: Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767

A: 1. For the first pair, 51 = 3 x 17 357 = 3 x 7 x 17 2.  For the second pair, 11571 = 3 x 7 x 19 x 29…

Q: Given the following data for a closed traverse. Line Length Bearing AB 23.06 N 31° E BC 23.70 N 43°…

A: In this question a closed traverse is given In tabulated data length of each and every line of…

Q: NOTES: Study example of cases: 1. :Dividing a tract of land into two parts by a line between two…

A:

Q: 1. For the given BALANCED latitudes and departures, calculate the area using the DMD method. Side…

A: The balanced latitude and departure of the closed area are given.To calculate the area using the…

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.