PLANO RED DE AGUA POTABLE 2019

N
SISTEMA DE RED DE AGUA POTABLE
VILLA GRANADO
O
E
S
60
O 6 C
AM .72 PV
TR :53 00
L 0.0
15
Ø:
3-H
C.T.:2181.55
C.S.:2179.15
h:2.40
TRAMO 21
23
O
AM
TR .618 VC
6
P
L:3 .000
0
5
1
Ø:
7-D
C.T.:2168.75
C.S.:2166.45
h:2.30
D-5
C.T.:2173.83
C.S.:2171.83
h:2.00
F-8.1
C.T.:2164.76
C.S.:2163.16
h:1.60
L:75.271
C
Ø:150.000 PV
TRAMO 3
E-7
C.T.:2166.37
C.S.:2163.97
h:2.40
TR
A
L
15 :77. MO
0.0 21
55
00 9
PV
C
L:70.896
Ø:150.000 PVC
TRAMO 29
L:26.230
Ø:150.000 PVC
L:90.488
Ø:500 PVC
L:76.555
Ø:500 PVC
TRAMO 7
E-8
C.T.:2164.50
C.S.:2163.05
h:1.45
TR
C-10.1
C.T.:2163.84
C.S.:2162.04
h:1.80
L:45.557
Ø:150.000 PVC
TRAMO 28
99
.3
55 C 1
L: 0 PV O 1
M
50
Ø: TRA
L:74.651
Ø:500PVC AMO 10
TR
L:61.812
Ø:150.000 PVC
3
8.47
L:5 VC 9
P
O
00
Ø:5 TRAM
B-11
C.T.:2176.97
C.S.:2175.77
h:1.20
O 57
TRAM 28
L:42.8 PVC
.000
Ø:150
TRAMO 16
L:52.012
Ø:110 PVC
Ø:
TRAMO 15
H-9
C.T.:2164.27
C.S.:2158.77
TRAMO 17 h:1.20
8
.39
13 C
L: PV
0
6
50 O
Ø: AM
TR
TRAMO 56
L:65.428
Ø:150.000 PVC
C-10
C.T.:2164.32
C.S.:2162.72
h:1.60
L:63.625
Ø:150.000 PVC
TRAMO 30
B-10.1
C.T.:2176.62
C.S.:2175.22
h:1.40
10-B
C.T.:2170.64
C.S.:2168.64
h:2.00
12
MO
TRA
4
8
.
3
L:6 0 PVC
0.00
Ø:15
C-11
C.T.:2160.48
C.S.:2158.98
h:1.50
H-10.1
C.T.:2161.45
C.S.:2160.25
h:1.20
H-10
C.T.:2162.47
C.S.:2161.17
h:1.30
D-9
C.T.:2163.64
C.S.:2161.94
h:1.70
9-E
C.T.:2163.96
C.S.:2162.36
h:1.60
9
.38 C
95 PV
1
:
m
L m
0
2
50
O
Ø:
AM
R
T
C
C
C.T.:2174.05
C.S.:2171.75
h:2.30
TRAMO 18
L:70.553
Ø:150.000 PVC
TRAMO 20
8-D
C.T.:2166.87
C.S.:2164.87
h:2.00
TR
A
Ø:1 L:45.9 MO 5
3
50.
4
000 6
PV
C
C-9
C.T.:2166.14
C.S.:2163.64
h:2.50
9-C
C.T.:2166.06
C.S.:2164.56
h:1.50
8-C
C.T.:2168.17
C.S.:2166.67
h:1.50
D-8
C.T.:2166.94
C.S.:2165.54
h:1.40
C
B-9
C.T.:2173.15
C.S.:2170.95
h:2.20
L:76.511
Ø:150.000 PVC
TRAMO 32
TRAMO 19
L:71.897
Ø:355 PVC
L:131.404
Ø:150.000 PVC
D-4
C.T.:2176.85
C.S.:2174.35
h:2.50
TRAMO 59
L:67.377
Ø:150.000 PVC
TRAMO 52
TRAMO 46
L:34.156
Ø:150.000 PVC
A
L
15 :60 MO
0.0 .47
24
00 8
PV
C
D-7
C.T.:2168.78
C.S.:2166.28
h:2.50
L:63.277
Ø:150.000 PV
8-B
C.T.:2173.71
C.S.:2171.61
h:2.10
L:52.303
Ø:500 PVC
TRAMO 8
TR
Ø: L: AM
15 65
O
0.0 .14 26
00 6
PV
C
L:130.583
Ø:150.000 PV
3-D
C.T.:2174.59
C.S.:2172.59
h:2.00
TR
D-6
C.T.:2171.71
C.S.:2169.81
h:1.90
C-8
C.T.:2168.24
C.S.:2166.64
h:1.60
L:72.569
Ø:150.000 PVC
TRAMO 33
7-C
C.T.:2170.16
C.S.:2167.76
h:2.40
TR
A
L
15 :60 MO
0.0 .3
22
00 71
PV
C
B-7.1
C.T.:2175.80
C.S.:2173.40
h:2.40
TRAMO 53
TRAMO 5
4-H
C.T.:2179.95
C.S.:2177.15
h:2.80
L:96.380
Ø:150.000 PVC
TRAMO 34
TRAMO 4
61
O
M .489 PVC
A
1
TR L:5 .000
50
:1
O 39
TRAM 6
1
L:83.3 PVC
00
.0
0
5
Ø:1
Ø
C-2
C.T.:2184.45
C.S.:2182.55
h:1.90
L:45.955
Ø:150.000 PVC
L:68.680
Ø:100.000 PVC
C-3
C.T.:2183.68
C.S.:2181.78
h:1.90
TR
A
Ø: L:
15 63 MO
0.0 .58
27
00 5
PV
C
C-7
C.T.:2170.27
C.S.:2168.67
h:1.60
L:91.489
Ø:150.000 PV
C
Ø:
Ø:
64
TRAMO
0
L:79.49
VC
Ø:150 P
7-B
C.T.:2176.33
C.S.:2174.53
h:1.80
B-9.1
C.T.:2172.35
C.S.:2169.95
h:2.40
EXCAVACIÓN TIPO
AM
O
Ø: L
58
15 :72
0. .7
00 77
0
PV
C
RELLENO
COMUN
B
C.T.:2172.74
C.S.:2170.94
h:1.80
RELLENO
SELECCIONADO
L:118.995
Ø:500mm PVC
37
O
M
A 347 VC
TR :69. 0 P
L .00
0
15
Ø:
4-C
C.T.:2181.97
C.S.:2179.47
h:2.50
TRAMO 35
6-H
C.T.:2175.87
C.S.:2173.87
h:2.00
5-H
C.T.:2177.35
C.S.:2175.35
h:2.00
TRAMO 51
C-6.1
C.T.:2175.76
C.S.:2174.01
h:1.75
TRAMO 1
3
MO 4
TRA 60
.4
L:63 0 PVC
0.00
Ø:15
C-1
C.T.:2187.98
C.S.:2185.98
h:2.00
C-5
C.T.:2177.67
C.S.:2176.07
h:1.60
36
O
M
A
0
TR
.97
67 VC
:
L 0P
20
Ø:
36
MO
TRA .804
C
8
L:6 00 PV
50.0
1
:
Ø
O
Ø: L:6
25
15 8.
0.0 30
00 3
PV
C
A
L
75 :35 MO
PV .55
62
C 9
2
O4
AM 49 C
TR :63.8 0 PV
L .00
50
Ø:1
8
O3
AM
TR
69
4.3 VC
L:7 000 P
.
0
5
Ø:1
3-C
C.T.:2183.45
C.S.:2181.05
h:2.40
TR
TR
AM
A-1
C.T.:2201.80
C.S.:2199.30
h:2.50
Ø:
41
O
M 3 C
A
5 V
TR 68.2 0 P
L: .00
0
15
Ø:
5 C
.69 PV
0
88 0
L: .00 O 4
0 M
15
Ø: TRA
A-2
C.T.:2201.25
C.S.:2198.85
h:2.40
C-6
C.T.:2177.86
C.S.:2175.66
h:2.20
B´-6.1
C.T.:2183.49
C.S.:2181.69
h:1.80
O 45
TRAM
90
.6
2
0
L:1
00 PVC
Ø:150.0
TRA
MO
44
L
Ø:1 :23.30
50.0
2
00 P
VC
5-B
C.T.:2178.62
C.S.:2177.02
h:1.60
4-A
C.T.:2184.13
C.S.:2182.13
h:2.00
A-3
C.T.:2195.02
C.S.:2193.02
h:2.00
6-A
C.T.:2182.45
C.S.:2179.85
h:2.60
B-6.1
C.T.:2183.48
C.S.:2181.08
h:2.40
TRAMO 44
L:73.802
Ø:150.000
PVC
L:69.720
Ø:110 PVC
O 47
TRAM
43
L:95.4 PVC
00
Ø:150.0
A-6
C.T.:2187.58
C.S.:2185.58
h:2.00
48
TRAMO
4
6
.7
5
:8
L
0 PVC
Ø:150.00
L:60.288
Ø:100.000 PVC
A-6.1
C.T.:2190.74
C.S.:2188.34
h:2.40
A-8
C.T.:2177.14
C.S.:2175.14
h:2.00
L:67.124
Ø:150.000 PVC
TRAMO 63
A´-6.1
C.T.:2190.67
C.S.:2188.67
h:2.00
A-7
C.T.:2184.22
C.S.:2182.22
h:2.00
CAMA DE APOYO
TANQUE
C.T.:2173.51
C.S.:2172.11
h:1.40
UNIVERSIDAD MAYOR DE SAN SIMON
FACULTAD DE CIENCIAS Y TECNOLOGIA
CARRERA DE INGENIERIA CIVIL
"DISEÑO DE LA RED DE AGUA POTABLE DE LA COMUNIDAD DE VILLA
GRANADO DEL MUNICIPIO DE AIQUILE"
PLANO EN PLANTA
RED DE ALCANTARILLADO SANITARIO CONVENCIONAL
Escala. 1:1250
Plano: Nº 1/
Fecha: 9/12/2019
TUTOR : M.Sc. ING. VILLAZON ROCHA YAMIR
INTEGRANTES:
UNIV. ANTEZANA LOPEZ TASSIA M.
UNIV. COLQUE SANCHEZ RODRIGO
UNIV. FERNANDEZ ATANASIO CESAR G.
UNIV. QUINTANA SALVATIERRA JAMIL
UNIV. SILES OLIVARES RICARDO R.