Page 384 - RELEVAMIENTO TOPOGRÁFICO VOLUMEN III

HOJA : 181
S. G, T. Ltda.
Servicio d8 Geodesia y Topograf ia FECHA : 07-07-97
j!±J±ELflcI0N DE BMs_

•ROYECTO: Estudios Comp. RecurscJs Hidricos Rios Bermejc} y Grande Tarija
•CLIENTE : CONSULBAIRES -CONsf3

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puNTo CoTfi L E C T U F` fi SuM.DISTn
VIS4D0 DEL F'uNT0 PiTRAS INTERM. ADELANTE DISTfiNCIA
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` _ _ _ ------... `..` ---- ` ---------------- a -------------------..--. `- ~^ --` -- A.` ^- ^^ .------- _ ~ _ _ _ - _ _ _ - - _ .
95 - 1 5 . 7 4 6 .1` 7 2 . 92071 7.610 862.39
96 -15.26295 a . 43749 7.850 870.24
96 ~13 . 26295 2 . 76592 5.080 875.`32
97 ~ 1 rJ H 9 8 2 9 3 00 " 4859 6.890 882.21
97 ~10 . 98293 2 . 94586 4.860 887.07
98 -8 . 40637 00 . 3693 7.730 894.80
98 -8 . 4C)637 2 . 6€soriJ 5.580 900.58
99 -5.99146 C) , 24566 6.620 9C)I.00
99 ~5 . 991. 46 2 . 87222 4.380 911.38
loo ~3 . 23538 0 .11414 6.030 917.41
100 -5 . 23538 2 . 88Ci04 6.950 924.36
101 -Ct . 44944 00 . 0961 7„160 931.52
101 ~0 . 44944 2 . 38347 3.9.10 935.43
102 1. 74158 0 .19245 `3.810 939.24
102 1. ?4158 1. 34487 18.070 957.3`1
log 2 . 80293 a . 2$352 29.620 986.93
log 2 . 80293 a . 86399 28n860 1015,79
104 1, 91350 1. 75342 `31.COO 1046.79
104 1 . 9 .1. 3 5 a 2 . 57197 31.420 1078.21
105 3 . 54799 a H 95748 22.110 .1.loo.32
105 3 . 54799 .1. . 7 8 6 2 .1 24H540 .1`124.86
106 4 rt 59934 a . 75486 22.260 1147.12
106 4 . 59934 1 " 789 :15 29.470 1176.59
107 5 . 57232 0.81617 36.8`30 121`3.42
1C)7 5 . 5 7 2 `Ti 2 1. 01804 2rD.79o .1.24o.21
log 5 . 43170 1.1`5866 25. `3`30 12if35. 54
-1. () a 5 . 43170 2 . a C' 0 9 .1. 19.loo 1284.6<4
:log 5 . 2 .3` 8 a 6 2 .19455 23.9CJO 13C`8.54
.1. a 9 5 . 2 `3 €' a 6 I. . `7' .1. `3 7 9 25.280 ^1``35`3.8£
ilo 4 . .3 `T{ 2 6 3 2 . 21922 33.45C) 1367.27
110 4 H 3 3 2 6 `3 1 . 2 .3 7 :'. 9 2gln750 1396.02
111 4 „ 2 `3 7 8 a 1. 3,3202 32.770 1428.79
111 4 . 25780 2 . 6 `3 4 t.a 2 6.690 14`35.48
112 |<j . '.\. 9 7 1 6 a . 6 7 5 2 C` 33.040 1468.52
112 6 .1.9716 00 . 8052 14.310 1482.8`3
113 5 ~ 3014.8 1. 70088 29nt`3o [5Lt.96
113 5 . `3 a 1 4 8 1. 08155 21.710 1553.67
114 4 n 25544 2 .12739 29„300 1562.97
114 4 . 25544 1. 32268 31.390 1594.36
115 4 .19869 1. 37943 41.810 1636.17
115 4 - 1 9 8 (<j 9 a . 90666 33.520 1669.69
116 `3 . 9 6 5 4 4 1.13991 17.750 1687.44
I.16 `3 n 9 6 5 4 4 a . 32446 28.660 1716.10
117 2 . 58716 1. 70274 36~650 1752.73
117 2 . 58716 2 . 48558 34.600 1787.33
118 4 . 35941 a , 7.1333 33.280 1820.61
-1. 1 8 4 . 55941 a-75:C)J9 31H130 1851.74
1.19 2 . 46802 2-64218 22.880 1874.62
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07-07-97 Proceso: F. Roque Revi5ado: Ing. R. Rodriguez Archivo : TRAMOZ