The reduced bearing of 20 m long line is S30° E the latitude of the line is A 17.32 m north B с ()))! с 10 m north D 17.32 south 10 m south 150° 30° A

Q: Calculate the bearing of a line joining the SW corner of the NE ¼, of the NE ¼ of Section 29 and the…

A: To find the bearing of a line joining the SW corner of the NE ¼, of the NE ¼ of Section 29 and the…

Q: 4. A building 38m X 45m is to be laid out with a 50m long metallic tape. If during standardization…

A: 4. a) Width = 38 m Length = 45 m Tape Length, TL = 49.950 m Nominal Length, NL = 50 m Correction =…

Q: Please calculate the area of cut cross-section using the coordinate method. 759.90 8.53 759.14 0.00…

A: By finding the product of a point's x coordinate times the next point's y coordinate, then…

Q: In the Given Tabulation LINE BEARING LENGTH S04°22'40" W 1-2 48.19m 2-3 S75°14'00" 35.69 W…

A: A closed traverse is given with length and bearing. It has been asked to find Traverse diagram…

Q: 1. PROPILE LEVELING. Complete the following set of pro- file level notes and show the customary…

A:

Q: A simple curve connects two tangents XY and YZ. The survey data are the following: Bearing of XY = N…

A: Given Bearing of XY = N 85030' EBearing of YZ =S 68030' EStation of Vertex/ Intersection…

Q: Bearings Length L (m) Course N 15°30' E S 82°23' E S 17°20' E S 70°36' W N 74°30' W A parcel of land…

A: Given: Required to find:

Q: Convert 36° 19' to decimal degree form.

A: Given data: θ=36∘19'

Q: Given below is the technical description of a residential lot. It is required to subdivide the lot…

A: To Determine. Location of the dividing line from corner 4 along the line 3-4.

Q: Check if the traverse closes. After checking and closing, get the area by using either DPD or DMD. B…

A: Solution;

Q: 14. From the given technical description of a lot. Lines Distances (m) Bearing N 48°20' E AB 529.60…

A: The bearing is obtained when the bearing correction is applied to the observed bearing. First,…

Q: Describe about the Bishop-Morganstern, Barnes Charts.

A: The Bishop-Morgenstern and Barnes Charts are the stability charts used for determining the factor of…

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.