Calculate the area of a piece of property bounded by a traverse and circular arc with the following coordinates in feet at angle points: A (526.68, 823.98), B (535.17, 745.61), C (745.17, 745.61), D (745.17, 845.61), E (546.62, 846.14) with a circular arc of radius 25 ft starting at E, tangent to DE, and ending at A.

Q: The parcel of land is shown with the coordinates at points A (9x,0), B, C, D, and origin at point O.…

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Q: If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in…

A: Given data Angle of line AB = θAB = 200°35' Angle of Line AC = θAC = 280°15' Length of line AB (LAB)…

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: Using the provided data, determine the lot area of the traverse. Note: You have to verify if it is a…

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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: A triangular lot of 30,000 sq. meter is to be divided such that the cutting line is from…

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Q: Determine the area bounded by a straight road and an irregular boundary using the data given below:…

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Q: Refer to Fig. STA-OW-O. Two cylinders P andQ are in a channel as shown. The cylinder P has a…

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Q: Calculate the area of a piece of property bounded by a traverse and circular arc with the following…

A: The table for XY(+) and YX(-) is shown below: X Y XY(+) YX(-) 1275.11 1356.11   1356476…

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: Calculate the coordinates of points B and C of the connecting polygon

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Q: A surveyor sets up a transit at X which is located at the middle portion of a four sided tract of…

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Q: POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 N 81 21 w 23.59 2-3…

A: Given, POINT LENGTH (L) BEARING (θ) LATITUDE=Lcosθ DEPARTURE= Lsinθ 0-1 530.49 S19°21'E -500.52…

Q: The following offsets were taken from a survey line to an irregular boundary line. (see image)…

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Q: Using the data below, compute the area of the lot. Included Chord Distance Length of side (m) Angle…

A: Base of each triangle will be 10 m And heights of triangle can be taken as corresponding chord…

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: Given the following data of a balanced closed traverse, determine the area by the Double Meridian…

A: The data of a closed traverse is given. We have to determine the area of closed traverse by DMD…

Q: Given the table below, compute the area of the traverse by coordinates method. Traverse 6 A B с D E…

A: Given Data: Traverse 6 X-Coordinate Y-Coordinate A 0.00 0.00 B 20.00 35.00 C 35.00 20.00…

Q: What is the nominal (theoretical) distance in miles between the following: a) Third guide meridian…

A: a) Number of ranges =24 Distance of each range towards east =6 miles Nominal distance=24×6=144 miles

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 table below, compute the area of the traverse by coordinates method. Traverse X-сoor…

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Q: A plot is defined by the points A, B, C, D, E, F and G which coordinates are tabulated below. It is…

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Q: Determine the area bounded by a straight road and an irregular boundary using the data given below:…

A: The best method applicable for area of irregular boundaries is simpson one third method. Below is…

Q: Sides Bearing AB N 15° E BC S 20° E CA N 55° W

A: Surveying is the major measuring branch of civil engineering for designing the proper planning and…

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: Instruction: Solution must be readable. (Fundamentals of Surveying) 1. The parcel of land as shown…

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Q: What is rock's minimum principal stress? (A) 72.33 kPa (B) 72.53 kPa Ⓒ 72.23 kPa (D) 72.63 kPa

A: Using formula

Q: Compute for the true value of the perimeter of the close traverse when compass rule is applied. Line…

A: To Determine True value of the perimeter of the close traverse when compass rule is applied.

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: 3) The coordinates of a four-sided polygon traverse RSTUR as follows Point mN A 679.11 775.87 В…

A: Method for computation of AREA 1. Double Meridian Distance. 2. Double Parallel Distance. 3. Area by…

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

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Q: What is the relative error of closure? O a. Perimeter of traverse/error of traverse O b. Perimeter…

A: The other name for relative error of closure is the degree of accuracy or relative accuracy.…

Q: A surveyor sets up a transit at X which is located at the middle portion of a four sided tract of…

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Q: 1. The parcel of land as shown with the coordinates at points A (6x, 0), B, C, D, and the origin at…

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Q: The parcel of land is shown with the coordinates at points A, B, C, D, and origin at point O. Find…

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Q: Three points on a triangular lot has the following coordinates; A(5000, 3500), B(5550, 4160),…

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Q: The coordinates of traverse station of closed traverse ABCDE are: A (0,0) ,B (170, 320) ,C (470,…

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Q: Determine the area bounded by a straight road and an irregular boundary using the data given below:…

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Q: Q5: (A) A building with a rectangular area, the dimensions of building are (30 mm *80 mm) on the…

A: A: rectangular area of building on map=30×80=2400 mm2rectangular area of building on ground= map…

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: Find the area (in ha) of a closed- polygon traverse whose corners have the following X and Y…

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Q: polygonal lot: & a quadrilateral lot.) LINE AB BEARING N4825 E BC CD DA 139 S 50°18'E S 33 50 W ?…

A: Project of an line on North-South axis is called Latitude. While projection of line on East-West…

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: A NOT TO SCALE TODLI I VERSIUN

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Q: 1. The result of a fiekd survey of a closed traverse is shown in the figure. Check the traverse for…

A: The latitude of the line is defined as the projection of the given line in the north-south…

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.