a) Calculate the Angular Error b) Adjust the Angles c) Assuming Azimuth AB = 326°18'37"; Compute Azimuths (BC, CD, DA) using adjusted interior angles d) Convert azimuths to Bearings e) Compute course Latitudes and Departures f) Corrections to course Latitudes and Departures g) Compute Relative Accuracy h) Error Closure i) Assuming that the coordinates at A are N 5000.00 and E 10000.00, Compute the Coordinates Northing and Easting for points B, C, D. j) Plot X (Easting) and Y (Northing) coordinates using excel or by hand. Observations: Station A B C D A Interior Angles 59°29'30" 136°13'11" 52°16'17" 112°01'22" * Computations to the nearest hundredth. Distance (feet) 721.08 922.02 939.31 901.39

Q: Question 8 A survey is performed on a closed traverse as shown in the Figure below. Assume line AB…

A: A closed traverse ABCDEFA as shown in the figure.Where,Also,FB of AB (True east).To find: Azimuth…

Q: Given the balanced Azimuths for the 4 sided traverse below, calculate the new internal angles.…

A:

Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

Q: Compute the azimuth, deflection angles, angles to the right and the interior angles of all the lines…

A: Given data To find the Azimuth and deflection angles and interior angles of the vertices

Q: Please answer letter a. Compass rule , In EF  length 1127.26

A: To find corrected latitude and departure

Q: Based on the level loop problem. What is the calculated elevation of BM_10 ?

A: Given: The reduced level of BM10  is 701.32'.   To Determine: The calculated elevation of BM10.

Q: 3. If the Azimuth of AB= 190° 24' and CB= 260° 44', the angle ABC a)70° 20' b)150° 20' c) 271° 80'…

A: Azimuth of AB = 190o24' Azimuth of CB = 260o44'

Q: Measured Interior Angle (2) Point (1) A 100 45'37" В 231 23'43" C 17°12'59" 89 03'28" E 101°34'24" N…

A:

Q: Answer fast.

A: Approach to solving the question: To calculate the azimuths for each segment, we will follow these…

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.