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8/16/2019 plano MIARIA
1/1
C C N
N
M I A R I A
Valvula dePur ga
Valvula dePurga
Valvula dePurga
1 6 0 m l.T ub. P VC
SA P 2"
9 4m l. Tu b. P V C SA P 2 "
1 4 0 m l . T u b . P V C S A P 2 "
14 0m l. T ub. P V C SAP2 "
9 9 7 m l . T u b . P V C S A P 2 "
1 5 0 m l . T u
b . P V C
S A P 2 "
52ml. Tub. PVCSAP2"
Valvulade Purga
7 3 m l . T u b .
P V C S AP 1 "
1 1
9 m l . T
u b . P
V C S A
P 1 "
43 m l . Tu b. PVC S AP
1 "
8 0 m
l . T u b . P V C S A P 1 "
1 2 2 m l . T
u b . P V C S A P 1 "
29ml. Tub. PVCSAP1"
2 8 m l . T
u b . P V C S A P 1 "
47ml. T ub. P V CSAP1"
7 2 m l . T u b . P V C S A P 1 "
79ml. Tub. PVCSAP1"
49ml. Tub. PVC SAP1"
59m l. Tub. P V CSA P 2"
1 9 0 m
l . T u b . P V C S A P
2 "
13 0m l. Tu b. P VCS AP2"
1 0 5 m l . T u
b . P V C S A P 1 "
1 0. 17ml.
7. 3 0m l.
C C N N P U
E R T O
R I C O
CAM I N O DE ACCESO M I ARI A - P U ERT O RICO
8746000N 7 1 2 0 0 0 E
8747000N 7 1 2 0 0 0 E
8748000N 7 1 2 0 0 0 E
8749000N 7 1 2 0 0 0 E
8750000N 7 1 2 0 0 0 E
8751000N 7 1 2 0 0 0 E
8746000N 7 1 3 0 0 0 E
8747000N 7 1 3 0 0 0 E
8748000N 7 1 3 0 0 0 E
8749000N 7 1 3 0 0 0 E
8750000N 7 1 3 0 0 0 E
8751000N 7 1 3 0 0 0 E
8746000N 7 1 4 0 0 0 E
8747000N 7 1 4 0 0 0 E
8748000N 7 1 4 0 0 0 E
8749000N 7 1 4 0 0 0 E
8750000N 7 1 4 0 0 0 E
8751000N 7 1 4 0 0 0 E
8746000N 7 1 5 0 0 0 E
8747000N 7 1 5 0 0 0 E
8748000N 7 1 5 0 0 0 E
8749000N 7 1 5 0 0 0 E
8750000N 7 1 5 0 0 0 E
8751000N 7 1 5 0 0 0 E
8746000N 7 1 6 0 0 0 E
8747000N 7 1 6 0 0 0 E
8748000N 7 1 6 0 0 0 E
8750000N 7 1 6 0 0 0 E
8751000N 7 1 6 0 0 0 E
8746000N 7 1 7 0 0 0 E
8747000N 7 1 7 0 0 0 E
8748000N 7 1 7 0 0 0 E
8749000N 7 1 7 0 0 0 E
8750000N 7 1 7 0 0 0 E
8751000N 7 1 7 0 0 0 E
1
E
8747000N 7 1 8 0 0 0 E
8748000N 7 1 8 0 0 0 E
8749000N 7 1 8 0 0 0 E
8750000N 7 1 8 0 0 0 E
8751000N 7 1 8 0 0 0 E
1
E
8747000N 7 1 9 0 0 0 E
8748000N 7 1 9 0 0 0 E
8749000N 7 1 9 0 0 0 E
8750000N 7 1 9 0 0 0 E
8751000N 7 1 9 0 0 0 E
CAPT.01
CAPT.02
CAPT.03
C.R.01
RESERVORIO
CAPT.04
CAPT.05
C.R.020 + 2 5 0
0 + 5 0 0
0 + 7 5 0
1 + 0 0 0
1 + 2 5 0
1+500
1 +
7 5 0
2 + 0 0 0
2 + 2 5 0
2 + 5 0 0
2 + 7 5 0
3 + 0 0 0
3 + 2 5 0
3 + 5 0 0
3 + 7 5 0
4 + 0 0 0
4 + 2 5 0
4 + 5 0 0
4 + 7 5 0
5 + 0 0 0
5 + 2 5 0
5 + 5 0 0
5 + 7 5 0
6 + 0 0 0
6 + 2 5 0
6 + 5 0 0
6 + 7 5 0
7 + 0 0 0
7 + 2 5 0
7 + 5 0 0
7 + 7 5 0
8 + 0 0 0 8 +
2 5 0
8 +
5 0 0
8 + 7 5 0
9 + 0 0 0
9 + 2 2 8 . 2 0
0+000
9 + 2 2 8 . 2 0
0+250
0 + 5 0 0
0 + 7 5 0
1 + 0 0 0
1 + 2 5 0
1 + 4 8 8 . 3 5
0+000
1 + 4 8 8 . 3 5
L=150.00M
L=200.00M
L=100.00M
L=15.00M
L=15.00M
TANQUEDE ALMACENAMIENTO:
de capacidad 25,000litros
GERENCIA DE INFRAESTRUCTURA
MAYO DEL 2016
DISTRITO:
PROVINCIA:
DEPARTAMENTO:
ECHARATI
CUSCO
ZONAL:
LOCALIZACION:
ING. JULIO CONDORI COLQUE
PROYECTO:
I N D I C AD A
PLANO:
ALCALDE:
DIV.MANTTO:
DIRECTOR EXP:
DIBUJO:
MANTENIMIENTODELSISTEMADEAGUAPOTABLEENLAS CC.NN.MIARIAY
PUERTORICO,ZONALBAJOURUBAMBANORTE,DISTRITODEECHARATI,
PROVINCIALA CONVENCION- CUSCO
SR. VICTORRAULMORALESCENTENO ING. MOHANDYU. GAMARRASANCHEZ
TOP. JHON CUNO
SAP-05
PROYECTO:
ESC:1/10,000
