A rectangular lot ABCD was laid out using triangulation methods and points were taken from station Y. Point A and B of the lot was found to be on the line YAB which has bearing of N60°E (point A was nearer to station Y). Point C on the lot was found to be east of Y. Point D of the lot was found to be on the line of YD with a bearing of S73°E . The distance from Y to C is 1000m and from Y to A is 466.0254m. a. draw the figure b. what is angle BYC c. what is angle BCY d. what is angle YBC e. what is the length of side BC on the lot? f. What is the length of side AD on the lot? g. what is the length of side AB and DC on the lot h. what is the area of the lot in hectares?

Q: a) The length of course DE, in meters, is b) The bearing of course BC is c) The perimeter of the…

A:

Q: A triangular lot was formed by three straight lines AB, BC and AC with AB=95m and AC = 88m. Bearing…

A: GIVEN: A triangular lot was formed by three straight lines AB, BC and AC with AB=95m and AC = 88m.…

Q: A rectangular piece of land mark A, B, C, D (clockwise) has a dimension of its length (BC & DA)…

A: The site looks as shown below

Q: A lot was surveyed and found out that the declination was 4º38' W and the magnetic bearing of line…

A:

Q: A survey was laid out as follows: a. Line AB has a bearing of S14°26'12"E b. At B, point C was…

A:

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: TRAPEZOID RULE A series of perpendicular offsets were taken from a base line to a curved boundary…

A:

Q: Situation 21 Another closed parcel was surveyed by the same party who laid out the lot in situation…

A:

Q: These are angles whose sum is 360°. complement djacent pplement plement

A: These  are angles whose sum is 360 A) complement B) adjacent C) supplement D) explement

Q: Lot ABCD between two parallel street lines is 350.00 ft deep and has a 220.00 ft frontage (AB) on…

A: The division of land is a usual task undertaken by surveyors and engineers in property surveys. Lot…

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

A:

Q: The lot in a form of triangle ABC has side AB = 160m, BC =190m and CA = 190 m. Point D is along side…

A: For solving this one can follow the steps  Draw the diagram  We need to calculate the area by using…

Q: A rectangular lot ABCD was laid out using triangulation methods and points were taken from station…

A: As you have not mentioned which subparts to answer.  So I have done first 4 for you, as our…

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: A rectangular lot ABCD was laid out using triangulation methods and points were taken from station…

A:

Q: a. Compute the area of the lot using TRIANGLE METHOD. Divide the lot into a series of triangles. b.…

A:

Q: To determine the area of a triangular lot ABC, a surveyor set-up a transit at point P inside the lot…

A:

Q: During the time of the former president Fidel Ramos, a lot was surveyed and found out that the…

A:

Q: etermine the subdivided areas by a line passing through corner C and at the mid-length of the line…

A: Latitude=Lcosθ where , L=length of line              θ=bearing (given in question) LATITUDE VALUES…

Q: it is desired to measure triangular lot AOB with the transit at pt O, but due to the fact that pt. O…

A: Part - a -  As CA = CB = 220m ∵CA = CBLet ∠CAB = ∠CBA = θ⇒θ + θ + 60° = 180°⇒θ  = 60°   Forming ∆OCB…

Q: D. 0 m² 35. To determine the area of a triangular lot ABC, a surveyor set- up a transit at point P…

A:

Q: 1. A lot is bounded by the following three straight sides: AB N 45° E, 160m long; BC; and CA 190 m…

A:

Q: Two triangles are similar. Triangle 1 has side a = 15 and side b = 8. Triangle2 has side B = 30. How…

A: Given Data: Sides of Triangle 1 are a=15 and b=8. Sides of Triangle 2 are B=30.

Q: Compute the sideslope of the cross section. (Format: X:X) 6.45 4.5 1+ 020 +2.3 +1.5 +1.0 6.0 6.9 1 +…

A:

Q: 2. The direction of each course of a triangular lot are as follows: 1-2; Azs = 60°, 2-3; Due North…

A:

Q: A rectangular lot ABCD was laid out using triangulation methods and points were taken from station…

A:

Q: A triangle lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…

A: Area of Triangle ABC = 300000 sq.mLength of AB = 800 mLength of CA = 960 mLenght of AP = 600 mArea…

Q: Given the bearing of line AB, and the deflection angles of BC, CD, DE and EF. These lines are…

A:

Q: 15. A lot is bounded by 3 straight sides, namely: AB, N45°E, 160 m long, BC and CA both 190 m long…

A:

Q: PROBLEM 36: A triangular lot was formed by three straight lines. Bearing of line AB is N45°Ė and is…

A: This question is related to the Triangulation from Surveying Engineering. In this question we…

Q: Given a triangular lot ABC. The bearings of sides AB and BC are N 54°19' E and S 38°40' W,…

A:

Q: Q1:A tract of land has two straight boundaries BC, and CD. The third boundary DB is irregular. The…

A: BC = 191 m  BD = 180 m CD = 126m Distance From D (m) Offsets (m) 0 0 30 3.7 60 4.9 90 4.2…

Q: 15. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A  and B are…

A:

Q: 4) A rectangular lot ABCD was laid out using triangulation methods and points were taken from…

A:

Q: 17.During the time of the former president Fidel Ramos, a lot was surveyed and found out that the…

A:

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…

A:

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: Given the technical description of a triangular lot: AB has a bearing of N 40° W and of unknown…

A:

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

A: Given: Regular pentagon field Magnetic Declination = 7.2 degrees Magnetic Bearing of line AB = N 33…

Q: 2) Compute the area of the adjusted traverse in number 1 using DMD. 3) Given the following technical…

A: (a) Area of lot # 2426 using coordinate method Data given Sl No. corner bearing distance…

Q: A rectangular piece of landmark A, B, C, D (clockwise) has a dimension of its length (BC & DA) equal…

A: The area is to be divided in three equal parts.

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

A:

Q: Test 11: From the given parcel of land of the field notes shown: Sketch and Line Bearing Length (m)…

A: To determine the lengths, it is important to draw a sketch to understand the shape and then do…

Q: A rectangular piece of land mark A, B, C, D (clockwise) has a dimension of its length (BC & DA)…

A: The given values are shown below, Length =567 m Width=56.80 m The land is divided into 3 lots, We…

Q: Construct a triangle with angles 312 and 123 equal to angles ABC and 1/2 ABC respectively.

A: Let angle ABC=312= X Therefore,123=ABC/2=X/2 Therefore angle 231= 180-X-X/2 Since sum of three…

Q: 1. To determine the area of a triangular lot ABC, a surveyor set-up a transit at point P inside the…

A:

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

A:

Q: 3) Given the following technical description of the two following lots,compute: a) the area of…

A:

Q: Given a rectangular tract of land 690m by 1220m, the elevation at the center of the tract (E) is…

A:

Q: .11, 1356.11), B (1000.27, 1365.70), C (1000.00, 1000.00), D (1450.00, 1000.00) with a circular arc…

A: Given:-  A (1275.11, 1356.11), B (1000.27, 1365.70), C (1000.00, 1000.00), D (1450.00, 1000.00) To…

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.