Offset Point A� B� C� D� E� F� G� Stationing 0.00 0 + 54.80 1 + 34.44 2 + 13.02 2 + 98.74 3 + 43.8 4 + 50.17 Offset 13.2 34.2 54.7 85.4 67.9 68.9 23.8   Compute the area between a lake and a straight line AG��, from which offsets are taken at irregular intervals as shown in the table above (all distances in feet). Express your answer in feet squared to four significant figures.   Activate to select the appropriates symbol from the following choices.

Q: Given the following traverse: Line Distance Bearing 1-2 38.00 N40-00W 2-3 40.00 S50-00W 3-4 40.00…

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

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

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Q: 2. Compute the x and y coordinates from the following balanced data. Side Bearing degree minutes AB…

A: Side  Bal. Latitude Bal. Departure Point Co-ord X Co-ord Y     AB -188.388…

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

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Q: For curved bourdaries which of the following area calculation methods would be more accurate. 1…

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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: Item 3 A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the…

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Q: Given the following coordinates for two points A and B, A (xA 680,50m; yA = 750,40m); B (xB =…

A: A grid bearing is generally a method used to measure in relation to the fixed horizontal reference…

Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

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Q: Calculate the correct length of line BC for the given lot. (Use 3 decimal place for latitude and…

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Q: Find the area of the lot using the given data.

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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: 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: Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolation method, with scale…

A: Solution: The contour lines for the 301.6 and 302 are drawn using interpolation method. The contour…

Q: Problem 2: Problem 2: Determine the azimuths of the line provided in the following drawing. Line…

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Q: 8. AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures in the accompanying…

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Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 5 10 15…

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

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Q: 0-1 19 21 530. 1-2 81 21 23. 2-3 10 45 E 108. 3-4 N 15 30. 4-5 77 26 E 29. 5-6 S 23 120. 6-7 S 23…

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Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 5 10 15…

A: To find area

Q: Calculate the WCB

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

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: Draw contours for the following data using the grid method. The following data of a piece of land…

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Q: below, ethod. Line Latitude Departure 1 357.67 33.97 2 -141.90 13.83 3 -548.10 4.17 4 -44.90 -25.17

A: Line Latitude Departure 1 357.67 33.97 2 -141.90 13.83 3 -548.10 4.17 4 -44.90 -25.17 5…

Q: Adjusted Distance The adjusted latitude and adjusted departure for a line is given as: Adjusted…

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Q: the following offsets are taken from a survey line to a curves boundary line, and the first and the…

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Q: 17. Referring to Fig. FOS-SP-008, the observed interior angles are: A = 100°45'37", B = 231°23'43",…

A: To compute Corrected interior Angles of the Traverse.

Q: 1. PROBLEM 1. A lot in the form of a convex polygon has the following technical description. The…

A: Given, Line                 length                        bearing  AB                   525.36…

Q: Length Line DIRECTIONS (meter) AB 500.65 Azs = 210° 1O' 50" BC 600.54 Azs = 149° 9' 35" CD 605.12…

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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: With the same given tabulated data of a closed traverse below, determine the length and direction of…

A: Consider the tract to be CDEF. We know that, ΣLatitude = ΣNorthing + ΣSouthingLatcd+Latde+Latef +…

Q: Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolation method, with scale…

A: Solution:

Q: (a)Draw a sketch of the following figure and determine, by the cross-coordinate method, the area of…

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: The following offsets are taken from a survey line to a curved boundary line: Distance (m) 10 15 20…

A: Offsets from a survey line to a curved boundary line is given and distance between offsets is also…

Q: Following are the perpendicular offsets that were taken from a chain survey: Change (m) 30 60 90 120…

A: Given data, Area enclosed by the chain line and irregular boundary by trapezoidal rule

Q: For the given set of adjusted latitudes and adjusted departures shown in the accompanying…

A: COURSE ADJUSTED LATITUDE ADJUSTED DEPARTURE DPD (m) DOUBLE AREA= DPD×Departure 1-2 -281.28 +281.06…

Q: 7. This rule of determining area is based on the assumption that the curved boundary consists of a…

A: In a geometric pattern, a refractory piece is examined and sorted on graph paper. The building area…

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: Q1- Draw the Profile Leveling with suitable Horizontal and Vertical Scale? A Station 0.00 10.00…

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Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

A: Data Given: Asked: ∠BCD Exterior angle at C Deflection angle of line CD Angle to the right of line…

Q: 5m 300 N 5 m 180 N om the given figure, find the moment at point O in Nm.

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Q: A NOT TO SCALE TODLI I VERSIUN

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.