encoding utf-8 # 2024.10.01 created by TopoDroid v 6.2.85 survey sump_1_to_2 -title "sump 1 to 2" # start station sump 1 input "sump_1_to_2-sump_1_to_2p.th2" input "sump_1_to_2-sump_1_to_2s.th2" input "CrossSections/sump_1_to_2-xx0.th2" input "CrossSections/sump_1_to_2-xx1.th2" input "CrossSections/sump_1_to_2-xx2.th2" input "CrossSections/sump_1_to_2-xx3.th2" input "CrossSections/sump_1_to_2-xx4.th2" input "CrossSections/sump_1_to_2-xx5.th2" map m1p -projection plan sump_1_to_2-sump_1_to_2p endmap map m1s -projection extended sump_1_to_2-sump_1_to_2s endmap centerline date 2024.09.06 # team JD RM team "Rob Middleton" team "Jack Dewison" units length meters units compass clino degrees data normal from to length compass clino extend right # station 0 is 2018 survey 1 0 4.03 193.1 -1.0 extend vertical # 1a is line belay 1 1a 2.06 248.9 0.3 # extend auto 1 . 0.30 141.4 14.9 1 . 3.99 140.9 -1.8 1 . 5.43 153.8 0.8 1 . 8.83 159.5 0.3 1 . 5.69 183.8 1.7 1 . 2.18 221.0 -1.9 1 . 5.34 113.5 23.1 1 . 6.91 137.8 20.4 1 . 6.54 89.2 84.5 1 . 0.26 108.5 -73.7 extend left 1 2 8.90 349.9 33.8 2 3 9.83 303.9 7.4 # extend auto 2 . 3.11 235.7 -2.4 2 . 0.34 49.0 17.2 2 . 1.39 241.6 -63.0 2 . 5.61 273.8 -35.0 2 . 1.95 321.3 75.3 extend left 3 4 18.54 299.1 -5.1 # extend auto 3 . 0.63 221.8 6.3 3 . 2.13 30.1 6.0 3 . 4.00 356.3 31.2 3 . 1.56 332.8 52.1 3 . 1.31 282.3 -80.4 3 . 3.11 151.9 -43.1 3 . 4.09 159.7 -36.1 extend left 4 5 14.03 296.2 -2.6 # extend auto 4 . 1.82 206.2 4.1 4 . 3.69 214.5 -40.2 4 . 1.80 260.3 65.1 4 . 2.88 359.1 52.7 4 . 9.88 124.7 -5.4 4 . 8.21 127.0 -6.3 4 . 0.41 83.1 -76.4 extend left 5 6 19.43 316.4 -2.3 # extend auto 5 . 0.77 219.2 -4.4 5 . 2.22 41.4 -1.0 5 . 3.30 350.2 66.2 5 . 1.60 325.2 -68.9 extend left 6 7 8.11 319.8 0.3 # extend auto 6 . 1.71 50.9 0.5 6 . 6.20 18.5 41.1 6 . 2.98 0.7 65.0 6 . 5.67 10.5 66.0 6 . 0.72 239.7 -11.5 6 . 19.97 336.4 52.2 6 . 20.00 336.4 51.7 6 . 19.20 343.0 58.9 6 . 5.58 338.6 64.2 extend left 7 8 9.01 283.4 4.7 # extend auto 7 . 1.11 217.2 4.5 7 . 1.46 217.9 -22.2 7 . 8.97 2.1 66.3 7 . 3.96 350.9 67.3 7 . 4.22 29.4 64.3 7 . 8.53 17.1 64.9 7 . 8.19 346.9 59.2 7 . 0.79 301.6 -63.7 extend left 8 9 3.06 245.7 20.5 # extend auto 8 . 0.97 193.4 -5.5 8 . 1.56 198.4 -29.5 8 . 1.26 341.1 -69.1 8 . 3.09 204.3 82.2 extend left 9 10 4.73 266.9 -8.1 # extend auto 9 . 0.88 193.2 -8.6 9 . 4.99 143.7 59.6 9 . 6.23 117.9 75.4 9 . 1.16 338.6 5.8 9 . 1.43 324.4 -63.6 extend left 10 11 4.60 290.8 -1.3 # extend auto 10 . 2.96 190.0 5.8 10 . 3.93 196.6 3.3 10 . 2.61 203.5 6.2 10 . 2.38 252.5 2.1 10 . 3.40 276.3 1.6 10 . 1.38 301.3 -2.3 10 . 0.80 330.8 7.2 10 . 1.00 279.0 68.8 10 . 0.49 241.9 -74.7 extend left 11 12 4.10 216.7 4.1 # extend auto 11 . 1.13 166.3 14.6 11 . 0.75 339.3 33.1 11 . 1.19 246.7 84.8 11 . 0.49 58.0 -81.9 extend right 12 12a 7.94 158.0 26.2 # extend auto 12 . 1.07 136.5 41.7 12 . 8.20 140.8 40.2 12 . 12.94 144.0 34.1 12 . 13.65 169.8 31.0 12 . 7.27 174.1 31.0 12 . 4.15 221.4 8.6 12 . 4.31 252.6 -0.1 12 . 11.93 266.4 -0.8 12 . 9.92 276.6 -1.0 12 . 7.80 285.6 -1.8 12 . 4.86 290.7 -2.4 12 . 5.92 300.8 -1.9 12 . 4.91 305.4 -3.8 12 . 1.41 325.5 -2.8 12 . 1.48 241.4 76.4 12 . 0.69 178.8 -59.9 extend vertical 12a 12b 6.81 193.6 40.1 # extend auto 12a . 7.89 118.5 39.6 12a . 1.53 130.4 9.2 12a . 1.81 269.8 1.8 12a . 0.48 205.8 -60.1 12a . 3.78 43.9 1.4 12a . 5.51 10.6 -1.8 12a . 1.77 8.7 72.4 extend vertical 12b 12c 12.97 6.2 20.3 # extend auto 12b . 1.99 101.3 53.3 12b . 2.64 335.7 78.9 12b . 1.65 267.8 22.5 12b . 1.54 209.7 1.5 12b . 0.24 105.3 -2.5 12b . 2.10 13.5 -22.0 12b . 5.09 356.5 -23.2 12b . 3.73 331.3 -19.1 extend vertical 12a 12ab 10.36 18.9 -3.8 extend left 12 13 6.48 261.8 -2.7 # extend auto 13 . 1.92 178.5 0.3 13 . 6.19 183.2 0.5 13 . 7.23 208.4 0.6 13 . 4.77 252.6 -0.8 13 . 2.54 233.7 60.6 13 . 3.41 337.0 0.8 13 . 5.27 286.8 -0.0 13 . 1.78 210.5 -88.3 units left right up down meters data dimensions station left right up down 11 0.84 0.53 0.53 0.49 12a 5.88 1.76 1.76 0.42 12 2.68 11.35 11.35 0.60 12b 2.00 1.18 1.18 2.00 1 8.83 0.00 0.00 0.25 2 2.89 0.31 0.31 3.22 3 2.14 2.87 2.87 2.41 4 2.79 1.55 1.55 2.38 5 0.76 2.22 2.22 1.49 6 0.70 4.00 4.00 0.14 7 1.23 3.75 3.75 0.71 8 1.00 0.45 0.45 1.18 9 2.12 1.10 1.10 1.28 10 3.91 0.51 0.51 0.48 endcenterline endsurvey