cem Problem No. The following close traverse data are collected in the field by the students of GE 135. Determine the adjusted latitudes and departures using the Transit rule. Distance (in meters) 389.97 Line Bearing 1-6 S. 31° 30' W. S. 73° 18' E. 1-2 2-3 158.80 3-4 158.73 N. 89° 54' E. 4-1 91.05 N. 25° 30' W. Using the data below, compute the area of the lot using the DMD method. Line Latitude Departure

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Subject: GE135 - Fundamentals of Surveying and Mapping
Item
Problem
No.
The following close traverse data are collected in the field by the
students of GE 135. Determine the adjusted latitudes and departures
using the Transit rule.
Distance (in
meters)
389.97
Line
Bearing
1-6
S. 31° 30' W.
S. 73° 18' E.
1-2
2-3
158.80
3-4
158.73
N. 89° 54' E.
4-1
391.05
N. 25° 30' W.
Using the data below, compute the area of the lot using the DMD
method.
Line
Latitude Departure
1
357.67
33.97
7-14
2
-141.90
13.83
-548.10
4.17
4
-44.90
-25.17
-6.60
-62.29
383.83
35.49
Using the corrected/adjusted latitudes and departures on Part-Il 1-6,
determine the coordinates of the points if the Northings and Eastings
on point1 are 991422.35 meters, 785547.11 meters, respectively.
15-19
Transcribed Image Text:Item Problem No. The following close traverse data are collected in the field by the students of GE 135. Determine the adjusted latitudes and departures using the Transit rule. Distance (in meters) 389.97 Line Bearing 1-6 S. 31° 30' W. S. 73° 18' E. 1-2 2-3 158.80 3-4 158.73 N. 89° 54' E. 4-1 391.05 N. 25° 30' W. Using the data below, compute the area of the lot using the DMD method. Line Latitude Departure 1 357.67 33.97 7-14 2 -141.90 13.83 -548.10 4.17 4 -44.90 -25.17 -6.60 -62.29 383.83 35.49 Using the corrected/adjusted latitudes and departures on Part-Il 1-6, determine the coordinates of the points if the Northings and Eastings on point1 are 991422.35 meters, 785547.11 meters, respectively. 15-19
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