3 TRAVERSE CALCULATION PROCEDURE The traverse calculation does not make use of the fieldwork measurements you took. Instead, you will use the sample closed traverse booking sheet measurements shown in Figure 3. In the sample traverse survey vertical angle measurements were not taken but horizontal distances were taken. A PDF copy of this booking sheet is available on Canvas. The PDF copy includes a site sketch not shown here, along with notes of the known co-ordinates of stations STNS and G23. As you can see, at each station in the sample traverse only one forward sight target was observed, which was then the next station to be occupied. The calculation for the mean angles turned between the backsight target and the forward sight target has been done for you. OBSERVER Aaron A. Ardrade ATE 8/2/23 TO FACE HORMONȚAL CIRCLE HORIZONTAL ANGLE VERTICAL CIRCLE VERTICAL ANGLE AT STNS CTR3 L R G23 01° 02' 20" 01° 02' 30" 40" 181° 02' L 95° 55' R 275⁰ 56 STN 4 923 CTR3 30° 93′ 55′ 00⁰ 923 STINS L 60° 20' 10" 60° 20' 30" R 240° 20' 50° CTR 3 STL R SINT L 45″ STALL 116° 32° 30° 116°32' 10° 56' 40 R 296 31' 50° 200° 21' R 20° 22' 20" 20" 200° 21' 50° L 302° 05' c0" 302° 05' 35" R 122° 06 10 265° 10' 85⁰ 10⁰ 10° 265° 10' 30" 50 14° 22' 20° 14° 22' 05" R 194° 21' 50 SCURVEY OKB Quadrangle travone 492° 55' 15"- Hol' 43' 45" 2-109° 11' 35" Figure 3: Sample traverse booking sheet REMARKS House finance 23.9)m 43-18m 43-21m 39.62m 39-67 24.07 m 24.11 25.95m/n4. The traverse starts at STN5. From the corrected angles and the accepted distances, calculate the co-ordinates of the stations whose co-ordinates have not been supplied.

Fig: 1

Fig: 2