encoding utf-8 # 2023.09.14 created by TopoDroid v 6.2.16 survey Parallel_Shaft -title "Parallel Shaft" # Shaft parallel to entrance, accessed via window a few meters down from the top. #input "Parallel_Shaft-Parallel_shaft_topp.th2" input "Parallel_Shaft-Parallel_shaft_bottomp.th2" input "Parallel_Shaft-Parallel_shaft_bottoms.th2" map m1p -projection plan # Parallel_Shaft-Parallel_shaft_topp #removed for clarify and pitch outline included on below # break Parallel_Shaft-Parallel_shaft_bottomp endmap map m1s -projection extended Parallel_Shaft-Parallel_shaft_bottoms endmap revise Parallel_Shaft-Parallel_shaft_bottoms -flip horizontal centerline date 2023.09.07 team "Ben Alston" team "Michael Holliday" units length meters units compass clino degrees data normal from to length compass clino extend right # red NV, labelled 0. X is station 7 in entrance _shaft 0 X 2.31 320.3 -26.8 # extend auto 0 - 0.00 230.3 0.0 0 - 0.70 50.3 0.0 extend vertical 0 - 3.00 0.0 90.0 0 - 1.40 0.0 -90.0 extend left # NV 0 1 1.82 27.5 -45.2 # extend auto 0 - 0.70 297.5 0.0 0 - 0.00 117.5 0.0 extend vertical 0 - 3.00 0.0 90.0 0 - 1.40 0.0 -90.0 extend left # NV 1 2 12.27 97.4 -73.1 1 2 12.27 97.4 -73.1 # extend auto 1 - 0.00 7.4 0.0 1 - 1.00 187.4 0.0 extend vertical 1 - 4.90 0.0 90.0 1 - 0.30 0.0 -90.0 extend right # 1 . 3.76 105.6 -29.4 1 . 3.79 145.6 -32.9 extend left # 1 . 2.66 41.2 -25.6 extend right # NV 2 3 4.29 289.3 15.4 # extend auto 2 - 0.80 199.3 0.0 2 - 0.90 19.3 0.0 extend vertical 2 - 4.20 0.0 90.0 2 - 1.20 0.0 -90.0 extend right 2 . 3.31 232.2 12.3 extend left 2 . 3.13 329.0 24.8 2 . 3.18 280.6 -22.1 # NV 3 4 4.99 28.5 37.3 # extend auto 3 - 0.60 298.5 0.0 3 - 4.80 118.5 0.0 extend vertical 3 - 5.00 0.0 90.0 3 - 1.20 0.0 -90.0 extend left 3 . 8.02 39.9 70.6 3 . 11.76 40.8 67.5 4 . 3.30 356.5 -59.0 extend right 4 . 4.68 190.2 66.9 extend vertical 4 . 8.52 137.4 82.4 extend right 4 . 2.75 213.1 -59.6 extend left 1 . 6.41 76.0 18.6 units left right up down meters data dimensions station left right up down 0 0.27 0.70 0.70 1.40 1 2.22 2.37 2.37 2.06 2 2.72 1.81 1.81 1.20 3 0.60 4.80 4.80 1.20 endcenterline endsurvey