STADIA TRAVERSE. Following are stadia intervals and vertical angles for a transit-stadia traverse. The elevation of stadia A is 461.08m, the stadia interval factor is 100.0 and C= 0.0. Rod readings are taken at height of the instrument. Compute the length of each course, the traverse perimeter, and the elevations of the traverse stations. STATIONS OBJ STADIA INTERVAL VERTICAL ANGLE A 2.59 0°46' B C 1.33 8°15' B 1.32 -8°16' с D 3.80 -2°25' C 3.78 2°20' D E 2.19 -1°33'

13. A surveyor needs to determine the coordinate of an inaccessible location, point C. Setting up on point A, they sight point B (due east of point A) and set 0 on their total station. The measured distance between A and B is 400 m. The surveyor points the total station at point C (north of point B and east of point A) and reads an angle to the right of 340°20'15". Given that the UTM coordinate of point A is 680100.455 mE, 4912081.750 mN (UTM 17T, NAD83) what are the coordinates of points B and C?

The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates using the compass rule. BC CD Course AB Bearing N8°17'02”E N87°02′05"E S14°47'06" W N68°43'20" W Length 403.73 (ft) 622.63 653.16 DA 550.84 Part A Compute the unadjusted departures. Express your answers in feet to five significant figures and separated by commas. Dep AB, DeP BC, DepCD, DEPDA = Submit Part B Request Answer Compute the unadjusted latitudes. Express your answers in feet to five significant figures and separated by commas. Lat AB, Lat BC, LatCD, LatDA = E| ΑΣΦΑΛΙ vec Submit Request Answer —| ΑΣΦ.Η. vec ? ? ft ft Review

2. Given the data below of a closed traverse, Balance the traverse using Transit Rule, Compute area by DMD and DPD COURSE DEPARTURE LATITUDE AB -50 +490 BC +600 +590 CD +790 -320 DA -1300 -700