Post on 11-Jul-2022
CHUCUITO
YUNGUYO
CHUCUITO
SANDIA
JULIACA
CARABAYA
PUNO
AZANGARO
LAMPA
MELGAR
NICASIO
MOHO
EL COLLAO
PUNO
HUANCANE
PUTINA
YUNGUYO
N
LIMBANI
DESV. NICASIO
PLANO DE UBICACION
ESCALA = S/E
PLANO DE UBICACION
VIAS DE ACCESO
UBICACION DEL
PROYECTO POMATA -
PUTUMA
UNIVERSIDAD NACIONAL DEL ALTIPLANO
PLANO N°
PU- 01PLANO DE UBICACION DEL PROYECTO
SERVICIO DE AGUA POTABLE
N° UBICACION TIEMPO KM. TIPO DE VIA
Puno - Juli
Juli - Pomata
Pomata-Putuma
1.10'
0.30'
0.45'
70
27
35
Carreteraasfaltada
Carreteraasfaltada
Carreteraasfaltada
1132 horas 25'TOTAL
01
02
03
PLAZA DE ARMAS
C. P. LAMPA PUTUMA
PLAZA DE ARMAS
PUNTO DE CONTROL BM-1
3
8
5
0
3
8
4
5
3
8
4
0
3
8
6
0
3
8
6
5
3
8
6
0
3
8
5
0
Area = 8243.424 m2
Area = 7373.379 m2Area = 3455.234 m2 Area = 5179.204 m2
Area = 4952.564 m2 Area = 3052.605 m2Area = 3601.104 m2
Area = 6801.605 m2
Area = 4188.367 m2
Area = 4359.866 m2
Area = 8035.424 m2
Area = 4419.442 m2
Area = 6226.903 m2
Area = 5288.399 m2Area = 3917.320 m2
Area = 4466.668 m2
Area = 2727.436 m2
Area = 4206.858 m2
Area = 15085.548 m2
UNIVERSIDAD NACIONAL DEL ALTIPLANO
PLANO N°
PT- 01PLANO TOPOGRAFICO
SERVICIO DE AGUA POTABLE
PLANO TOPOGRAFCIO
ESCALA =1/2000
CASA
RIO
LEYENDA:
CURVAS MAYORES
CURVAS MENORES
3850
COORDENADAS WGS 84
8
3
4
9
7
5
0
N
3
7
2
7
5
0
E
BMs
CARRETERA
TUB. PVC L=67m
3" C-7.5
TU
B. P
VC
L=
72m
1/2"
C-7
.5
TUB. PVC L=64m3" C-7.5
TU
B. P
VC
L=
81m
1 1/
2" C
-7.5
TUB. PVC L=66m
1 1/2" C-7.5
TU
B. P
VC
L=
67m
2" C
-7.5
TUB. PVC L=65m1/2" C-7.5
TUB. PVC L=91m
1 1/2" C-7.5
TU
B. P
VC
L=
67m
1/2"
C-7
.5
TUB. PVC L=92m
1" C-7.5
TU
B. P
VC
L=
82m
2" C
-7.5
TUB. PVC L=63m2" C-7.5
TU
B. P
VC
L=
81m
1/2"
C-7
.5
TU
B. P
VC
L=
70m
1/2"
C-7
.5
TUB. PVC L=109m
1/2" C-7.5
TUB. PVC L=118m
2" C-7.5
TU
B. P
VC
L=
81m
1 1/
2" C
-7.5
TUB. PVC L=61m
1 1/2" C-7.5
TU
B. P
VC
L=
77m
1/2"
C-7
.5
16m
2" C-7.5
TUB. PVC L=77m
1" C-7.5
TU
B. P
VC
L=
72m
1" C
-7.5TUB. PVC L=101m
1" C-7.5
TUB. PVC L=62m
2" C-7.5
TU
B. P
VC L
=71
m
1/2"
C-7
.5
TUB. PVC L=58m
1/2" C-7.5
TU
B. P
VC L
=84
m
2" C
-7.5
TUB. PVC L=111m
1/2" C-7.5
TU
B. P
VC
L=
77m
1/2"
C-7
.5
TU
B. P
VC
L=
80m
3" C
-7.5
TUB. PVC L=63m3" C-7.5
TUB. PVC L=93m1/2" C-7.5
TU
B. P
VC
L=
91m
2" C
-7.5TUB. PVC L=91m
1" C-7.5
TU
B. P
VC
L=
87m
2" C
-7.5
TUB. PVC L=92m1/2" C-7.5
TU
B. P
VC
L=
74m
1 1/
2" C
-7.5
TU
B. P
VC
L=
48m
1" C
-7.5
TU
B. P
VC
L=
93m
2" C
-7.5
TUB. PVC L=101m1/2" C-7.5
TUB. PVC L=103m3" C-7.5
TUB. PVC L=163m
2" C-7.5
TU
B. P
VC
L=
95m
1" C
-7.5
TUB. PVC L=137m1/2" C-7.5
TU
B. P
VC
L=
52m
1" C
-7.5
L=5m
1/2" C-7.5
TU
B. P
VC
L=
47m
1/2"
C-7
.5
PVC L=36m1/2" C-7.5
TUB. PVC L=142m
1 1/2" C-7.5
TU
B. P
VC
L=
37m
1/2"
C-7
.5
TUB. PVC L=44m1/2" C-7.5
TUB. PVC L=62m
1/2" C-7.5
TUB. PVC L=59m2" C-7.5
RESERVORIO Nº16
Capacidad.=50.0 M3
UNIVERSIDAD NACIONAL DEL ALTIPLANO
PLANO N°
EH- 01PLANO PLANTA ESQUEMA HIDRAULICO OPTIMIZADO
SERVICIO DE AGUA POTABLE
PLANO PLANTA
ESCALA = 1/1,500
CASA
LEYENDA:
CURVAS DE NIVEL
RIO
3850
COORDENADAS WGS 84
8
3
4
9
7
5
0
N
3
7
2
7
5
0
E
TUB PVC SAP 3"
NUDOS
RESERVORIO
TUB. PVC L=67m
2" C-7.5
TU
B. P
VC
L=
72m
2" C
-7.5
TUB. PVC L=64m2" C-7.5
TU
B. P
VC
L=
81m
2" C
-7.5
TUB. PVC L=66m
2" C-7.5
TU
B. P
VC
L=
67m
2" C
-7.5
TUB. PVC L=65m2" C-7.5
TUB. PVC L=91m
2" C-7.5
TU
B. P
VC
L=
67m
2" C
-7.5TUB. PVC L=92m
2" C-7.5
TU
B. P
VC
L=
82m
2" C
-7.5
TUB. PVC L=63m2" C-7.5
TU
B. P
VC
L=
81m
2" C
-7.5
TU
B. P
VC
L=
70m
2" C
-7.5
TUB. PVC L=109m
2" C-7.5
TUB. PVC L=118m
2" C-7.5
TU
B. P
VC
L=
81m
2" C
-7.5
TUB. PVC L=61m2" C-7.5
TU
B. P
VC
L=
77m
2" C
-7.5
16m
2" C-7.5
TUB. PVC L=77m
2" C-7.5
TU
B. P
VC
L=
72m
2" C
-7.5TUB. PVC L=101m
2" C-7.5
TUB. PVC L=62m
2" C-7.5
TU
B. P
VC L
=71
m
2" C
-7.5TUB. PVC L=58m
2" C-7.5
TU
B. P
VC L
=84
m
2" C
-7.5
TUB. PVC L=111m
2" C-7.5
TU
B. P
VC
L=
77m
2" C
-7.5
TU
B. P
VC
L=
80m
2 1/
2" C
-7.5
TUB. PVC L=63m2" C-7.5
TUB. PVC L=93m2" C-7.5
TU
B. P
VC
L=
91m
2" C
-7.5TUB. PVC L=91m
2" C-7.5
TU
B. P
VC
L=
87m
2" C
-7.5
TUB. PVC L=92m2" C-7.5
TU
B. P
VC
L=
74m
2" C
-7.5
TU
B. P
VC
L=
48m
2" C
-7.5
TU
B. P
VC
L=
93m
2" C
-7.5
TUB. PVC L=101m2" C-7.5
TUB. PVC L=103m2" C-7.5
TUB. PVC L=163m
2" C-7.5
TU
B. P
VC
L=
95m
2" C
-7.5
TUB. PVC L=137m2" C-7.5
TU
B. P
VC
L=
52m
2" C
-7.5
L=5m
2" C-7.5
TU
B. P
VC
L=
47m
2" C
-7.5
PVC L=36m2" C-7.5
TUB. PVC L=142m2" C-7.5
TU
B. P
VC
L=
37m
2" C
-7.5
TUB. PVC L=44m2" C-7.5
TUB. PVC L=62m
2" C-7.5
TUB. PVC L=59m2" C-7.5
RESERVORIO Nº16
Capacidad.=50.0 M3
UNIVERSIDAD NACIONAL DEL ALTIPLANO
PLANO N°
EH- 02PLANO PLANTA ESQUEMA HIDRAULICO D=2"
SERVICIO DE AGUA POTABLE
PLANO PLANTA
ESCALA = 1/1,500
CASA
LEYENDA:
CURVAS DE NIVEL
RIO
3850
COORDENADAS WGS 84
8
3
4
9
7
5
0
N
3
7
2
7
5
0
E
TUB PVC SAP 3"
NUDOS
RESERVORIO
TUB. PVC L=67m
2" C-7.5
TU
B. P
VC
L=
72m
2 1/
2" C
-7.5
TUB. PVC L=64m
2 1/2" C-7.5
TU
B. P
VC
L=
81m
2 1/
2" C
-7.5
TUB. PVC L=66m
2 1/2" C-7.5
TU
B. P
VC
L=
67m
2 1/
2" C
-7.5
TUB. PVC L=65m
2 1/2" C-7.5
TUB. PVC L=91m
2 1/2" C-7.5
TU
B. P
VC
L=
67m
2 1/
2" C
-7.5
TUB. PVC L=92m
2" C-7.5
TU
B. P
VC
L=
82m
2 1/
2" C
-7.5
TUB. PVC L=63m2 1/2" C-7.5
TU
B. P
VC
L=
81m
2 1/
2" C
-7.5
TU
B. P
VC
L=
70m
2 1/
2" C
-7.5
TUB. PVC L=109m
2 1/2" C-7.5
TUB. PVC L=118m
2" C-7.5
TU
B. P
VC
L=
81m
2 1/
2" C
-7.5
TUB. PVC L=61m
2 1/2" C-7.5
TU
B. P
VC
L=
77m
2 1/
2" C
-7.5
16m
2" C-7.5
TUB. PVC L=77m
2 1/2" C-7.5
TU
B. P
VC
L=
72m
2 1/
2" C
-7.5TUB. PVC L=101m
2 1/2" C-7.5
TUB. PVC L=62m
2 1/2" C-7.5
TU
B. P
VC L
=71
m
2 1/
2" C
-7.5
TUB. PVC L=58m
2 1/2" C-7.5
TU
B. P
VC L
=84
m
2" C
-7.5
TUB. PVC L=111m
2 1/2" C-7.5
TU
B. P
VC
L=
77m
2 1/
2" C
-7.5
TU
B. P
VC
L=
80m
2 1/
2" C
-7.5
TUB. PVC L=63m2 1/2" C-7.5
TUB. PVC L=93m2 1/2" C-7.5
TU
B. P
VC
L=
91m
2 1/
2" C
-7.5
TUB. PVC L=91m
2 1/2" C-7.5
TU
B. P
VC
L=
87m
2 1/
2" C
-7.5TUB. PVC L=92m
2 1/2" C-7.5
TU
B. P
VC
L=
74m
2 1/
2" C
-7.5
TU
B. P
VC
L=
48m
2 1/
2" C
-7.5
TU
B. P
VC
L=
93m
2 1/
2" C
-7.5
TUB. PVC L=101m
2 1/2" C-7.5
TUB. PVC L=103m2 1/2" C-7.5
TUB. PVC L=163m
2 1/2" C-7.5
TU
B. P
VC
L=
95m
2 1/
2" C
-7.5
TUB. PVC L=137m
2 1/2" C-7.5
TU
B. P
VC
L=
52m
2 1/
2" C
-7.5
L=5m
2 1/2" C-7.5
TU
B. P
VC
L=
47m
2 1/
2" C
-7.5
PVC L=36m2 1/2" C-7.5
TUB. PVC L=142m
2 1/2" C-7.5
TU
B. P
VC
L=
37m
2 1/
2" C
-7.5
TUB. PVC L=44m2 1/2" C-7.5
TUB. PVC L=62m
2 1/2" C-7.5
TUB. PVC L=59m
2 1/2" C-7.5
RESERVORIO Nº16
Capacidad.=50.0 M3
UNIVERSIDAD NACIONAL DEL ALTIPLANO
PLANO N°
EH- 03PLANO PLANTA ESQUEMA HIDRAULICO D=2 1/2"
SERVICIO DE AGUA POTABLE
PLANO PLANTA
ESCALA = 1/1,500
CASA
LEYENDA:
CURVAS DE NIVEL
RIO
3850
COORDENADAS WGS 84
8
3
4
9
7
5
0
N
3
7
2
7
5
0
E
TUB PVC SAP 3"
NUDOS
RESERVORIO
TUB. PVC L=67m
3" C-7.5
TU
B. P
VC
L=
72m
3" C
-7.5
TUB. PVC L=64m3" C-7.5
TU
B. P
VC
L=
81m
3" C
-7.5
TUB. PVC L=66m
3" C-7.5
TU
B. P
VC
L=
67m
3" C
-7.5
TUB. PVC L=65m3" C-7.5
TUB. PVC L=91m
2" C-7.5
TU
B. P
VC
L=
67m
3" C
-7.5TUB. PVC L=92m
2" C-7.5
TU
B. P
VC
L=
82m
3" C
-7.5
TUB. PVC L=63m3" C-7.5
TU
B. P
VC
L=
81m
3" C
-7.5
TU
B. P
VC
L=
70m
3" C
-7.5
TUB. PVC L=109m
3" C-7.5
TUB. PVC L=118m
3" C-7.5
TU
B. P
VC
L=
81m
3" C
-7.5
TUB. PVC L=61m3" C-7.5
TU
B. P
VC
L=
77m
3" C
-7.5
16m
2" C-7.5
TUB. PVC L=77m
3" C-7.5
TU
B. P
VC
L=
72m
3" C
-7.5TUB. PVC L=101m
3" C-7.5
TUB. PVC L=62m
3" C-7.5
TU
B. P
VC L
=71
m
3" C
-7.5TUB. PVC L=58m
3" C-7.5
TU
B. P
VC L
=84
m
3" C
-7.5
TUB. PVC L=111m
3" C-7.5
TU
B. P
VC
L=
77m
3" C
-7.5
TU
B. P
VC
L=
80m
3" C
-7.5
TUB. PVC L=63m3" C-7.5
TUB. PVC L=93m3" C-7.5
TU
B. P
VC
L=
91m
3" C
-7.5TUB. PVC L=91m
3" C-7.5
TU
B. P
VC
L=
87m
3" C
-7.5
TUB. PVC L=92m3" C-7.5
TU
B. P
VC
L=
74m
3" C
-7.5
TU
B. P
VC
L=
48m
3" C
-7.5
TU
B. P
VC
L=
93m
3" C
-7.5
TUB. PVC L=101m3" C-7.5
TUB. PVC L=103m3" C-7.5
TUB. PVC L=163m
3" C-7.5
TU
B. P
VC
L=
95m
3" C
-7.5
TUB. PVC L=137m3" C-7.5
TU
B. P
VC
L=
52m
3" C
-7.5
L=5m
3" C-7.5
TU
B. P
VC
L=
47m
3" C
-7.5
PVC L=36m3" C-7.5
TUB. PVC L=142m3" C-7.5
TU
B. P
VC
L=
37m
3" C
-7.5
TUB. PVC L=44m3" C-7.5
TUB. PVC L=62m
3" C-7.5
TUB. PVC L=59m3" C-7.5
RESERVORIO Nº16
Capacidad.=50.0 M3
UNIVERSIDAD NACIONAL DEL ALTIPLANO
PLANO N°
EH- 04PLANO PLANTA ESQUEMA HIDRAULICO D=3"
SERVICIO DE AGUA POTABLE
PLANO PLANTA
ESCALA = 1/1,500
CASA
LEYENDA:
CURVAS DE NIVEL
RIO
3850
COORDENADAS WGS 84
8
3
4
9
7
5
0
N
3
7
2
7
5
0
E
TUB PVC SAP 3"
NUDOS
RESERVORIO