CIVT 2550 Advanced Surveying Compound Curve Field Exercise Name Given: [email protected]+67.67 ft, A = 96 57′ 50″. Ri=80 ft, R2 = 125 ft, 10-ft interval stations (BC to PCC), 20-ft interval stations (PCC to EC), 10″ Theodolite, 100-ft Tape, Ai = 44 44′ 40″, assume a deflection angle error of 20″closing @ PCC, and assume a deflection angle error of 30″ closing @ EC. Perform the calculations below and setup attached field notes sheet for field layout. On the field notes sheet, calculate the precision ratio (each curve) from given deflection angle error, state the order of survey, and state the class of survey.
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