encoding utf-8 survey sara2 -title "Sara 2
(Sistema Sara)" centerline date 1977.10.10 date 1978.10.10 team "L.U.S.S." units length meters units compass clino degrees data normal from to length compass clino 0 1 52 0 -90 # 0 = top of P52 1 2 13 50 0 # 1 = bottom of p52 2 3 12 161 -33 # 3 4 12 180 -90 # 3 = top of p12 4 5 15 180 15 # 5 6 14 67 0 # 6 7 5 199 0 # 7 8 24 128 -90 # 7 = top of p24 8 8A 5 308 4 # 8A = connection point to Rio Man 8 9 4 131 -13 # 9 10 5 51 -10 # 10 11 21 18 0 # 11 12 10 62 -25 # 12 13 14 351 -45 # 13 14 14 288 -45 # 14 15 13 354 0 # 15 16 6 321 0 # 16 17 6 321 -90 # 16 = top of P6 17 18 9 315 0 # 17 = bottom of p6 18 19 13 6 0 # 19 20 13 299 0 # 20 21 20 356 0 # 21 22 5 39 0 # 22 23 8 319 0 # 23 24 19 249 -5 # 24 25 15 325 -10 # 25 26 9 0 -90 # 25 = top of p9 26 27 7 0 0 # 27 28 3 300 0 # 28 28A 3 40 0 # 28A 28B 8 76 0 # 28B 28C 15 22 0 # 28 29 6 180 0 # 29 30 5 294 -10 # 30 31 7 294 -90 # 30 - top of p7 31 32 9 308 0 # 32 33 5 0 20 # 33 34 15 326 -30 # 34 35 27 270 0 # 34 = top of p27 35 36 2 0 45 # stn35 - junc for high leve route 36 37 31 72 -45 # 37 38 16 327 -45 # 38 39 14 22 5 # 39 40 10 270 -90 # 40 41 5 287 -35 # 41 42 46 287 -90 # 41 = top of p46 42 43 6 0 -5 # 43 44 8 0 -90 # 43 = top of p8 44 45 3 0 -5 # 45 46 8 0 -90 # 45 = top of p8 46 47 5 0 -5 # 47 48 4 90 -10 # 48 49 7 13 -5 # 49 50 5 13 -90 # 49 = top of p5 50 51 4 0 0 # 51 52 23 0 -90 # 51 = top of p23 52 53 5 331 0 # 53 54 10 52 0 # 54 55 21 0 -90 # 54 = top of p21 55 56 3 304 0 # 56 57 7 304 -90 # 56 = top of p7 57 58 7 304 0 # 58 59 5 304 -90 # 58 = top of p5 59 60 6 330 0 # 60 = top of p4 60 61 4 330 -90 # 61 62 11 0 -5 # 62 63 16 322 -5 # 63 64 7 90 -5 # 64 65 15 295 -5 # 65 66 11 295 -2 # 66 67 8 354 -2 # 67 68 4 270 -2 # 68 69 11 180 -3 # 69 70 11 270 -2 # 70 71 5 173 -5 # 71 72 5 220 0 # 72 73 4 302 -90 # climb 4m 73 74 4 180 -10 # 74 75 7 270 -10 # 75 75A 10 42 0 # start of sump inlet 75A 75B 11 351 0 # 75B 75C 11 270 0 # 75C 75D 12 230 0 # 75D 75E 13 271 0 # P1 and P2 75E 75F 22 330 0 # 75F 75G 5 301 0 # sump 75 76 13 9 -12 # 75 = junc to sump inlet 76 77 5 239 -12 # 77 78 5 339 -8 # 78 79 4 204 -10 # 79 80 6 320 -10 # 80 81 7 211 -10 # 81 82 3 323 0 # 82 83 5 270 0 # 83 84 8 0 0 # 84 85 15 212 0 # 85 86 5 180 0 # 85 85A 16 332 10 # inlet 86 87 10 264 2 # 87 88 16 210 1 # 87 = junction to bypass 88 89 5 210 -90 # 88 = top of p5 89 90 11 180 -20 # 90 91 19 339 -10 # 91 92 5 270 0 # 92 93 19 215 0 # 93 94 10 250 -1 # 94 95 26 250 1 # 95 96 11 232 0 # 96 97 10 232 0 # 96 = start of sump 87 87A 18 180 38 # c10 / ramp 87A 87B 17 241 40 # 87B 87C 14 214 34 # 87C 87D 18 214 -54 # 87c = top of p18 87D 87E 12 228 0 # 87E 87F 7 228 0 # 87F 87G 6 315 0 # 87G 87H 5 231 0 # 87H 87J 12 246 -50 # top of p6 & p6 87J 87K 12 52 -45 # 87K 87L 4 302 -45 # 87L 87M 12 57 0 # 87M 94 2 334 0 # 94 connection back to main 95 95A 11 161 0 # 95A 95B 10 161 90 # 95a = base oc c10 95B 95C 5 204 -5 # 95C 95D 13 268 -5 # 95D 95E 8 268 -90 # 95A top of p10 95E 95F 8 270 -45 # 95F 97 6 21 -45 # 97 connection to far side of sump endcenterline input "sara2-1p.th2" input "sara2-1s.th2" map m1p -projection plan sara2-2p break sara2-3p break sara2-1p endmap map m1s -projection extended sara2-1s break sara2-2s break sara2-3s endmap endsurvey