b)Table 3 shows the data of closed traverse. Table 3  Station    Bearing    Distance (m) 1-2    103o 31' 30”    71.700 2-3    196o 26' 50”    73.300 3-4    273o 57' 10”    75.200 4-5    340o 13' 50”    54.350 5-1    55o 18' 40”    54.030 Illustrate a diagram and find; i)The latitude and departure of each line. ii)The adjusted value of latitude and departure for each line.  iii)The coordinate for each station, given the coordinate of station1 (N3000, W4000)

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter14: Highway Surveys And Location
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b)Table 3 shows the data of closed traverse.

Table 3 
Station    Bearing    Distance (m)
1-2    103o 31' 30”    71.700
2-3    196o 26' 50”    73.300
3-4    273o 57' 10”    75.200
4-5    340o 13' 50”    54.350
5-1    55o 18' 40”    54.030

Illustrate a diagram and find;

i)The latitude and departure of each line.
ii)The adjusted value of latitude and departure for each line. 
iii)The coordinate for each station, given the coordinate of station1 (N3000, W4000)

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