(a) A closed traverse was conducted using a theodolite and the internal angle was recorded as shown in Table 1. Determine the cocrdinate for all stations by completing Table 2. Station. 29883 AE ED DC CB A BA E D C B Station B E E A D E с D B с A Table 1: Internal angle at each station face left 0° 00'00" 101° 28' 00" 0° 00'00" 113° 34'00" Line Azimuth Distance m 68 116 122 88 165 0° 00'00" 113° 05'00" 0° 00'00" 104⁰° 42'00" 0° 00'00" 102° 11'00" Latitude N (+) face right 180° 00′ 06 281 28 10 180° 00′ 00 D 298° 34' 02" 180° 00' 02" 293° 05' 04" 180 00 04 284° 42'06" Figure Q1(a): Closed traverse 180° 00'00 282° 11'00 Table 2: S (-) Mean angle Departure W(-) E (+) B ? ? ? ? ? Coordinate mN ME

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