Dividing a tract of land into two parts by a line between two points. Given the following data of a tract of a land, determine: a. Calculate the Bearing of Line running from A toD b. Calculate the Length of of the Dividing line AD c. Calculate Total Area of Traverse d. Calculate Area 1 and Area 2 given the dividing line BD POINT LENGTH (m) BEARING АВ 44.40 S 36'46'W ВС 137.80 N 57°11'W CD 12.74 N 1°45'E DE 64.78 N 72°10'E EA 107.74 S 48°14'E

Q: A series of perpendicular offsets were taken fom a transit line to an irregular boundary line.…

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Q: A five-sided lot ABCDE, in which the length of AB is 268.70 m, has the following quantities being…

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Q: Calculate the perimeter and the area of the circles with the following dimensions (refer to Figure…

A: Consider a circle with radius r Given data  a}r=14'0''  =14 ftb}r=4250 mm =4.25 m

Q: STATION CUT (m²) FILL (m²) 1+000 40 1+052 33 1+272 3.021

A: Introduction- Understanding the center line and excavation drawings, laying out the plan on the…

Q: 1. AREA BY TRIANGLES. In the quadrilateral ABCD the şides were measured as follows: AB, 631.33 'm;…

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Q: 5. Calculate the lengths of the two missing sides and the area of the following parcel' 117 17' 30…

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Q: A land has 3 linear boundaries GH, HI, and IJ. The fourth boundary JG is irregular. The measured…

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Q: 5. The sides of a quadrilateral in order are 763.83', 721.75', 547.12' and 593.21' and the angle…

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Q: Given the following data of a tract of land, determine the area east of a line running from F to C.…

A: Given Traverse with 6 sides. Latitude and Departure of sides. To Determine Area east of the line…

Q: 194.1 201.2 165.4 165

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Q: A tract of land with a data given below is to be divided into two equal parts by line EF which is a…

A: Given data,   Required :  The distance of station D from point E.(DE)

Q: Situation 2] A surveyor was tasked to cut off a required area by a line through a given point. In…

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Q: 2. The sides of triangle ABC were measured as follows: AB = 129.26m, BC = 258.73m, and AC = 211.25m.…

A: given sides of triangle are AB= c = 129.26 m BC = a = 258.73 m AC = b= 211.25 m let semi perimeter…

Q: 1. AREA were measured as follows: BY TRIANGLES . In the quadrilateral ABCD the sides 535.98 m; BC,…

A: Given:- The measurement of the sides of a quadrilateral ABCD are given AB = 535.98 m BC = 351.60 m…

Q: I The whole circle bearings of lines OPand OQ are 18° 15' and 335° 45' respectively. What is the…

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Q: Find the area by using Double Meridian

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Q: A surveyor runs a line N35° 30’ 30”E from A to B, the length of AB being 1246.50 feet. From B, he…

A: In the triangle, while calculating the angle and the length of the side a, b, c, and angle of three…

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: 12.34 82 86' 85' so 87 86 85 8' E 50 ft+ 50 ft 50 ft+50 ft+S0 ft-+ 50 ft+50 ft+ 50 ft

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Q: +901.00 m (Dep of AB) +1000.20m (Dep of BC) -900.50 m Dep of DE) -915.16 m (Dep of CD) -85.54 m (Dep…

A: Given  To find length of RS  Distance of S from C

Q: 9. A five-sided lot ABCDE, in which the length of AB is 268.70 m, has the following quantities being…

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Q: SITUATION A Bearings Length Course L (m) АВ N 48°20' E 529.60 ВС 592.00 CD S 7°59' E 563.60 DE…

A: We have to asked bearing of line DE & bearing of line BC & find total area.

Q: Given the following data of a tract of land below Adjusted Latitude Adjusted Departure Line N (+)…

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Q: Given in the accompanying tabulation are the adjusted latitudes and adjusted departures of a parcel…

A: Find bearing of dividing line FC  Area of CDEF

Q: The (X,Y) coordinates (in feet) for a closed-polygon traverse ABCDEFA follow. A (1000.00, 1000.00),…

A: Method of Coordinates: Method of coordinates is used in determining the area of the closed traverse.…

Q: A chain BAC crosses a river, A and C being on the near and far end of the river respectively. The…

A: Soln⇒(a) From the given data.

Q: Determine the length of the dividing line which will divide the lot with an area of 38,185 sq. m.…

A: Given:- The area of the lot = 38,185 m2  The bearing and distance of the lines are given Corner…

Q: Q1/ A tract ofland has three straight sides AB, BC and CD. The fourth side DA, is irregular. The…

A: For determining the area of the irregular boundary, we can use the following method.  Mid point…

Q: The runs north-south along the meridial lines and the runs east-west along the base lines in the…

A: The _______ runs north-south along the meridian lines and _______ runs east-west along the base line…

Q: 1. The following offsets, with 5m interval were measured at right angles from a traverse line to…

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Q: A parcel of land is defined as follows: CORNER NORTHINGS EASTINGS 9835 9765 9700 9840 3 9640 9572…

A: To find out the length of side 1-2 in meter.

Q: Problem No. 4 Given below is the technical description of a lot F. lines Distances (m) bearings S…

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Q: The sides of a rectangular parcel of property were measured and recorded as 249.50 m and 496.85 m.…

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Q: Find the area of a piece of land with an irregular boundary as follows: Station             Offset…

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Q: Length L (m) 529.60 Bearings Course AB N 48°20' E ВС 592.00 CD S 7°59' E 563.60 DE 753.40 EA N…

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Q: A triangular lot of 30,000 sq. meter is to be divided into two equal parts such that the cutting…

A: Cutline is to clear vegetation for a line of sight between two survey control points. Dummy or may…

Q: plane (1, 3,5 ) where the line AB is placed parallel to the front trace. The coordinates of its…

A: The line AB is located in the known plane (1,3,5)the cordinatesn of its point are A(?,?,3)the…

Q: The rectangular lot was measured using 50m steel tape which was found to be 0.025m too short. If the…

A: Given that,  a) designated length of tape, L = 50 m Actual length, La = 50 - 0.025 = 49.975 m The…

Q: 23. If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35…

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Q: The paper of an old map drawn to a scale of 100 m to 1 cm has shrunk, so that a line originally 10…

A: Given:  Scale of Map = 100m : 1cm Shrunk Length = 9.4cm Orignal Length = 10cm Reduced Plan Area =…

Q: Polygon ABCDE is shown. 8 14 B D 4. A -2 8. What is the exact perimeter of ABCDE? 9. What is the…

A: Finding out perimeter and area.

Q: A field is in the form of a regular hexagon. The direction of the bounding sides was surveyed with…

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Q: Question 9 A field is in the form of a regular pentagon. The direction of the bounding sides was…

A: Surveying is a process of surveying or investigation about a field where the work has been done. we…

Q: Find the area of a piece of land with an irregular boundary as follows: STA. Offset Distance (m) 0 +…

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Q: From the given tract of land having the following data, compute the following: LINES LATITUDE…

A: DMD of first line=Departure of the first lineDMD of any line=DMD of Previous line+Departure of…

Q: Prob.11. The following offsets are taken from a survey line to a curved boundary line - Distance (m)…

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Q: 25. If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes…

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Q: Given the following data of a tract of land below Adjusted Latitude Adjusted Departure Line N (+)…

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Q: The following perpendicular offsets were distance (m) 55 40 0 70 5 10 30 15 20 3.92 Offset (m) 2.91…

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Q: 6. The distance between two points is 360 m. If the line is to be laid out by 100 m tape which is…

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Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.