All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only.  The algebraic sum of latitude and departure of a five-sided tract of land ABCDE are as follows: L = - 1.45m, D = + 1.25 m. Determine the error of closure.

Q: The observed lengths of the sides (in feet) of a five- sided closed polygon traverse are as follows:…

A: The lengths and bearings of a five sided closed traverse are given asCourseLength…

Q: The algebraic sum of latitude and departure of a five-sided tract of land are as follows: EL = -…

A:

Q: FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the…

A:

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

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Q: Q.3. A six-sided closed-loop traverse has the following station coordinates: 738.562 666.737 (…

A: Consider the given coordinates

Q: From the given data of a closed traverse. LINES DISTANCE BEARING АВ 368.76 N 15°18' E S 85°46' E S…

A: The data of the closed traverse is given.

Q: In a hydrographic survey three stations ABC were established. Stations A and B an on the shoreline…

A: Given data in question  latitudes  Departures  Bearings of line AB, BC and CA. To find out  Interior…

Q: The interior angle of a six sided closed traverse were measured as follows: A=96°16', B=135°28',…

A:

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: 4.The latitude and departure of a traverse line were computed as +77.56m and – 87.78m respectively.…

A:

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.