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Department of Engineering Basic Surveying Final Part 1a - Springl 2018 Name Figure 1 es L A.00.0 Closed Traverse Bearings and Distances: 1-Error of Closure 2-Relative Accuracy =
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Latitude Lcos θ Departure L sine Distance Bearing Line North (+) South Θ East (+) West (-) 242.917 298.167 327.458 229.450 ELΣ Latitude 2 Departure0.031 Error of closure, e- Relative accuracy -0.070 -0.070) + (+0.031)2 - 0.07655 0.07655 1 1097.992 1

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