. CO ... CPPSS13020_AE_Pro2of2 - Saved to my Mac ~ Design Layout References Mailings Review View 9 Tell me 22 ~ A A | Aav | Ap AaBbCcDdEe AaBbC ab AaBb Aa BbCcDdEe LaBaCcDdEs X X | A L Av Body Body footer Cover subtitle Cover title feature Footer - Doc Styles Pane Question 6. DIAGRAM OF A traverse has been completed on a site. The survey commenced at Station A and was then CLOSED TRAVERSE D closed back to Station A. Bearings and horizontal distances have been determined for each of the 4 traverse lines. The coordinates of Station A are known with Northing = 1200 & Easting A = 400. I Calculate the AN and AE components of each traverse line, the traverse misclose, traverse accuracy ratio and finally the unadjusted coordinates of each station to three decimal places. A' represents the coordinates of Station A calculated from the survey. AT STN LINE BEARING DISTANCE AN NORTHING EASTING A 1200 400 A TO B 96' 45' 00" 63.5 B B TO C 264' 18' 00" 54.3 C C TO D 59 32' 00" 48.8 D DTO A 256 52' 36" 52.419 A' LAST- SUMS OF COLUMNS = FIRST DISTANCE TRAVERSE MISCLOSE ACCURACY RATIO 1: = Page 11 of 12 Document title: CPPSS13020_AE_Pro_2of2 Resource ID: APT_21_002_CPPSS13020_AE_Pro_2of2 Focus E