A survey was carried out in order to establish point 'X' so that it is midway between stations A and E as shown in Fig Q2. Because distance between stations 'A' and 'E could not be measured directly, they were connected by the following traverse: LINE AB BC CD DE QUADRANTAL BEARING N 25 35 25 E N 70 26 15" E $81 55' 25" E $13 12 45 W HORIZONTAL DISTANCE (m) 460 385 (1) The coordinate of Station E (ii) Length of AE (iii) The coordinate of "X" (iv) Angle CDX and length of DX 451.858 422.371 424.952 Assuming Station A has coordinate 0.000 mE, 0.000 mN and after converting the quadrantal bearings into whole circle bearings, determine, [16+2+2+5 marks]