Surveying question: The first line, AB of a four-sided property boundary (ABCD) has a bearing of   S 42o 48' E. If the angles at the property corners (measured to the right) are the following: A= 113o 10' , B= 75o 44' , C= 94o 33' , D= 76o 33' And the side lengths are:  AB= 115.2' , BC= 175.3' , CD=136.8' , and DA=159.7' What is the azimuth of line CD? Sketch the porperty boundary with labels.

Q: or no. 14 oniy: Sho ne, the irregular boundary and the end offsets using: accompanying sketch below…

A: To calculate the area by the Trapezoidal rule, the given shape is divided into trapezoids of equal…

Q: Problem 2: DETERMINE the DISTANCE AND BEARING of line 5-1 and DRAW the lot boundaries. Also…

A: Determine the missing distance and bearing of line 5-1. Draw the traverse then calculate the area of…

Q: Grade Stake Elevations PC 0 + 52 504.71 4 + 50 508.46 1 + 00 504.78 5 + 00 508.77 1 + 50 504.93 5 +…

A: As we know that for economy the cuts and fills must be equal  So Average Elevation is taken for the…

Q: A four cornered lot has the ff. azimuth and distances with unknown non-adjace DISTANCE 300 m…

A: Given:- four cornered lot  To find:- missing line 4-1 area of lot in acres length of dividing line…

Q: 14. A trapezoidal lot marked as ABCD (plotted clockwise) has the following bearing and  distance:…

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Q: Dr Nu Assignments 30 3- The following Figure shows an irregular area drawn on a plan on a plan to a…

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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: Figure 5 $75 15'E 708.35 m Unknown $86 35 W 607.66 m 301.08 m Determine: Length of Line DE Bearing…

A: To Determine: Length of Line DE Bearing of Line FA To Draw the new traverse showing a new cut line…

Q: For the lot whose other description is given below: LINE BEARING LENGTH (m) АВ Due East N 35°12' E N…

A: Given: Bearing and length of lines are given.

Q: determine the correct length of the line to be laid out in the field

A: To determine the distance to be laid to exactly measure 100 m distance, fro error arising due to…

Q: Intersection return at First Street,

A: Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: The areas of cut of two irregular sections 60m apart are 32m2 and 68m2 respectively. The base width…

A: given data : A1=32 m2A2=68 m2d=60 m

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

A: (I) AO=320m (II) PO=786.06m

Q: Simpson's 1/3 Rule can only be applied when the number of segments or strips used to approximate the…

A: Answer:- False Explanation:-In order to apply Simpson's 1/3 rule the number of segments must be odd.

Q: calculate the linear misclosve

A: Fore bearing is the bearing of a given line in the direction of survey and back bearing is the…

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

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Q: FUNDAMENTALS OF SURVEYING UPVOTE WILL BE GIVEN. Please write the complete solutions legibly. And…

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Q: 3. A lot boundary was measured from point A to B with a bearing of N 30°35' E. Compute for the…

A:

Q: SURVEYING: 1. Compute the area of sta 14 + 200 2. Compute the area of sta 14 + 300 3. Determine the…

A:

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

A:

Q: For no. 14 only: Shown in the accompanying sketch below are the measured offsets from a traverse…

A: Given data in question  Difference between ordinates Ordinate values To find out  area in m2 using…

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: 3. A lot boundary was measured from point A to B with a bearing of N 30°35' E. Compute for the…

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

A: First we will convert all bearings into WCB and then we will take sum of latitudes and departures as…

Q: 4] A foreman was asked to make a 550.45ft long line using a 50 m surveyor's tape that is 0.004m too…

A: Given data in question  Distance 550.45 ft Tape 50 m 0.004 m long  To find out  Required distance

Q: Determine the length of distance BC

A: The given table shows the bearing of closed traverse. It is required to find the distance of line…

Q: URVEYING (1A)

A:

Q: f) What is the length of side AD on the lot? g) What is the length of side AB and DC on the lot…

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Q: Fundamentals of Computation - Set K Practice Problem No. 3 Dutermine the interior angles of the…

A: Given data:

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

A: For the given data, the latitude and departure are found out below after converting the given…

Q: . Determine the Distance DE .Determine the Distance AE . Determine the Bearing of Side BC.

A:

Q: 1. State whether single proportionate measure gle proportionate measure on a latitudinal (curv west)…

A: hkjlk,hky gihgiy576576585v hkhbm khkh hufgfv loheyfcly gfjb f m,n,jhylkljln  bnbjgjf4yy9yi8y…

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: 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: Compute the area (square meters) of the given lot using DMD. LINES BEARING DISTANCE (m) S 75°58' E S…

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Q: Using DMD method find the area of the lot with the ff. given. Distance of C1-C2 = 23.87m Angle =…

A: LINE angle WCB length in m sinθ cosθ latitude lcosθ departure lsinθ C1C2 24.5666…

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

A: Given:-  A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA…

Boundary Surveys

A boundary survey is a property survey used to measure the perimeter of any property to locate the boundary line. Only after deciding the boundary, the area of a property can be computed. Bases on the area, the land can be subdivided, sold or any building can be constructed on the land. The property corners are first marked with any type of markers, such as rebar, metal survey markers, pipe, or wooden flags, and are then labeled for identification. The markers should be visible from all sides of the property to ensure optimum visibility. Any paint that assures visibility is used to indicate the boundaries in between the corner points. The procedure of delineating property lines must adhere to legal description and guidelines and it is an important part of the land registration system. This type of surveying is also called cadastral surveying.