E A closed survey traverse was made of six stations as shown below. H In addition following data is also given. 91.312 m TQ 88°27'00" 65.025 m 72.125 m 27°32'00" 93°47'10" Station E N 115.062 m H 175.148 m 180.500 m R A 72.727 m 111.209 m 97°17'40" 312°06'50" 27°03'00' 126.589 m 101°17'20" W 105.736 m From above information, calculate the followings. i. The adjusted the angles ii. The bearing of line HA iii. iv. The forward bearings of all the other lines (choose the direction of computation to be HTPEWRH) The coordinates of the unknowns stations