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