Situation 2] A surveyor was tasked to cut off a required area by a line through a given point. In the process of determining some required quantities there was a need to evaluate the resulting triangle BDP as shown. If the area of BDP is 630905.65 sqm, iii. The bearing of dividing line BP is? D Trial Line 1419.63 m 12°17' k79928' B Dividing Line

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: 3kLf 20 ft eliste Max = Max

A:

Q: Line A B C 9. Fill in ONLY the seven (7) grayed blanks in the following form. Dep. Corrected…

A: Solution: Convert to whole circle bearing: Line Bearing Whole circle bearing AB N 57o 34' E 57o…

Q: 2. Calculate the cut area of the drawing below both with the known shapes formula and with the…

A: This question is from survey engineering. Here we are given with a cross section of structure . This…

Q: What is the interior angle of CP#1? Answer in the format ddd-mm-ss without any Instrument is @ CP#1…

A: If BS is CP#6 and, FS is CP#2 And angle is taken from right then this angle must be exterior angle…

Q: 1 S.30 12' 56"E. 71° 22' 12" 2 140° 30' 30" 102 45' 10" 4 5 111 13' 56" 6

A:

Q: Calculate the Minimum X distance on the drawing below: 1.000 C Ø.995-1.000 +0.008MABC X O…

A: Given, Elevation and plan drawing of a section   To find : Minimum value of 'X'

Q: Complete the missing data. LINE DISTANCE (meter) BEARING 1-2 2-3 123.4450 S 73.45° E 3-4 140.2336 N…

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Q: Complete the notes, find the elevation of point A and state the error in the network. Determine the…

A: HI= Elevation +BS Elevation= HI-FS

Q: Corrections A(channel)=9,400mm² A(wide-flange)=62,200mm²

A: Answer  (2a) Calculation of location of the centroid of built up section from top To calculate the…

Q: The following offsets are taken from a chain line to an irregular boundary towards right side of the…

A:

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.