Corners Bearing N28D16'W Distance 1-2 55m 2-3 79D21'E 30m 3-4 S63D26'E 60m 4-1 S69D34'W 63m COMPUTATION OF THE INTERIOR ANGLE.

Q: Two intersecting lines A-B and C-D have azimuths A-B= 45deg. 33' 45", C-D= 309deg 11'20". What is…

A: The azimuth of line AB is 45deg 33'45" and the azimuth of line CD is 309deg11'20", Line AB and CD…

Q: Compute the azimuth from north of line CD. Azimuth AB = 105°26'32"; angles to the right ABC =…

A: Azimuth of AB = 105°26'32''Angle to the right ABC = 52°54'26''Angle to the right BCD = 36°36'38''…

Q: Azimuth in DMS from Point A to Point B: 45-14-37 Distance from Point A to Point B: 927.56' Azimuth…

A: Fig.

Q: SOLVE FOR THE ANGLES: N.20 25 50"W S.20° 25' 50"W. S.52 21' 30"W. S.85 30' 16"E. + S.69 59' 10"W.…

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Q: N 58 32'w 668.15 m N70 40'E 448.50 m Closing Line LATITUDE DE PARTURE LENGTH (m) BEARING COURSE +N…

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Q: How was the sum of  angles received? How was the closure error calculated?

A: Given: 3 angles of a triangle  Required: Calculate sum of measured angle and also find closure error…

Q: Bearing or Azimuth of Line AB: Adjusted Interior Sta Dist Observed Interior Angle 0 Sta Obs Мean…

A:

Q: QUESTION. Using angles to the right, calculate the bearings and azimuths of the lines North South…

A:

Q: S30°47'19"W N79 15'12"E

A:

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.