Fundamentals of Surveying 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. A trapezoidal lot marked as ABCD (plotted clockwise) has the following bearing and distance: AB = Due West; 55.56 m BC = Due North; 38.78 m CD = Not given DE = Due South; 52.59m a) What is the length of line CD? b) What is the bearing of line CD?

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

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Q: 1. How many standard meridians are there in 105o?  2.The algebraic sum of latitude and departure of…

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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: All azimuths are measured from South. All angles must be written to the nearest minute only. All…

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

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Q: The process of determining relative elevations of points on the surface of the ground is known as a.…

A: Surveying may be defined as the method of making measurements of relative position on the surface of…

Q: A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E…

A: To find length of CD

Q: of latitude and departure of a six-sided tract of la = + 1.18 m. If the total length of boundary is…

A: According to given data Boundary Length = 455.56 mLatitude error (EL) = -1.35 mDeparture Error (DL)…

Q: 15-19. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

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Q: 100. In conducting a topographic survey, a surveyor read the lower half stadia intercept and double…

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Q: Fundamentals

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

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Q: A traverse has the following survey notes. Determine the linear error of

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Q: LINE Bearing Distance EA S60°E 700.00 m AB S20°W 600.00 m BC S86° 59'W 968.09 m CD Due North 400.00…

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

A: Solution In finding the area using coordinate rule multiply the data connecting the red lines and…

Q: 1. Surveying plot and label this traverse. compute the distance (using the area of the triangle…

A: Given: Line Adjusted Latitude Adjusted departure AB 9.80 31.87 BC -7.08 5.81 CA -2.76…

Q: N88 28' 24"E A B 258.182 M A traverse from A to H is shown from the S87' 33' 16"E figure below.…

A: (a) Adjust the traverse by compass rule Latitude = L cos θ Departure = L Sin θ Lines Distance…

Q: 6.A triangular piece of land ABC (clockwise) has the following directions:  AB = N 45o23’, BC = S…

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Q: Compute the area of the given traverse using DOUBLE-MERIDIAN DISTANCE and DOUBLE-PARALLEL DISTANCE…

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Q: 23. From a topographic survey, the elevations point A and B were determined to be 233.7m and 247.7m.…

A: Finding out how many contour lines can be drawn.

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

A: Given:- East coordinates of point R=14462.087m Length of Line RQ =L RQ=595.848m To find:- east…

Q: Points C and D have the following coordinates (Northing, Easting). C = (800, 600), D = (450, 350).…

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Q: 1. Using the corrected/adjusted latitudes and departures below. Determine the coordinates of the…

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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: Fundamentals of Surveying All azimuths are measured from South.  All angles must be written to the…

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Q: Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are both…

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Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

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

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Q: In the following tabulations are the adjusted latitudes and adjusted departures of a closed…

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

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Q: Which line passes through true north and true south? O a. Dip O b. True Meridian c. Magnetic…

A: Following is required  answer :

Q: Given the data of a closed traverse below, convert it into figure reflecting their corresponding…

A: The azimuth is measured clockwise from the true north or true south of a reference meridian, which…

Q: a) What is the length of course DE? b) What is the bearing of the course BC? c) What is the…

A: The summation of latitudes and departures can be used to determine the missing length and bearing of…

Q: An irregular lot was surveyed to obtain its area. Compute for the lot’s area using DPD method.…

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Q: Line Line AB BC CD DE EA Bearing Dist(m) X 150.00 157.50 165.00 172.50 Distance Bearing S 39° 54' W…

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

A: The length of line can be determined by using the coordinates. NOTE: As per guidelines we need to…

Q: a) A polygon traverse has the following coordinates shown below. Calculate the area within the…

A: The area of a closed non-crossing plane polygon can be computed from the coordinates of the polygon…

Q: A traverse has the following survey notes. Using the compass rule, determine the adjusted latitude…

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Q: Q.4. Compute by DMDs the area in hectares within a closed-polygon traverse ABCDEFA by placing the X…

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Q: Fundamentals of Surveying All azimuths are measured from South.  All angles must be written to the…

A: Azimuth of AB =N 45°23'EAzimuth of BC =S 34°40'EAzimuth of CA =N79°50'W

Q: 16. Determine the following area east of a line running from F to C and calculate the length and…

A: Step: 1 Latitude and Departure are the projection of line where latitude for north-south direction…

Q: b) Given below is a 5 sided traverse connecting points A-E in a closed polygon, the known and all…

A: ##Calculation for Adjustment of Interior angle of Traverse and CALCULATIONS For Azimuth of traverse…

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.