The observations from a correlation survey are shown. If the coordinates of points C and D are (East: 375 m, North: 1120 m) and (East: 376 m, North: 1121 m), respectively, the whole circle bearing of the line EF is
CD = 3.0 m CE = 4.2 m \( \angle DEC = 1'' \) \( \angle DEF = 170^{\circ} 20' \)