This document contains engineering plans and diagrams for a water reservoir and valve box. It includes scaled drawings showing sections and details of the 10m3 concrete reservoir, including reinforcement and connections. It also contains a plumbing diagram of the valve box and lists specifications for rebar in the reservoir.
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Reservorio 10 m3
1. A
PLANTA - RESERVORIO DE 10 m3
ESC. : 1 / 20
A
TUBERA DE VENTILACIN
DE F尊G尊 2"
JUNTA e=1" con tecknopor
SOLADO e = 5 cm
f'c = 100 Kg/cm2 TERRENO NATURAL
CORTE A - A
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TAPA DE C尊 A尊
f'c = 175 Kg/cm2
ESCALERA MOVIBLE (Ver Detalle)
Proyecci坦n de la Tub.
de Ventilaci坦n de F尊G尊 2"
CONCRETO
f'c = 175 Kg/cm2
CONCRETO
f'c = 140 Kg/cm2
9 3
8" @ 0.25
REFUERZO DEL TECHO
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A1
93
8"@0.25A1
2 3
8" @ 0.25 A2
23
8"@0.25A2
REFUERZO EN EL CORTE A - A
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3
8" @ 0.25
3
8" @ 0.25
3
8" @ 0.25
3
8" @ 0.25
A2 3
8" @ 0.25 A1
A3
3
8" @ 0.25
A4
A5
A5 3
8" @ 0.25
A4
A6
DETALLE DE TAPA
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Tub. 3
4" PVC-SAL
Fierro 5
8"
3
8" @ 0.20 A8
A9
PLANTA - CASETA DE VLVULAS
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Canastilla de Salida
Cono de Rebose
Ingreso
Rebose y
Limpia
Salida
B B
Ingreso
TERRENO NATURAL
CORTE B - B
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Cono de Rebose
Abrazadera
Rebose
By Pass
Salida
Rebose y Limpia
Anillos de Jebe
SOLADO e = 5 cm
f'c = 100 Kg/cm2
Ingreso
3
8" @ 0.20
5 3
8" @ 0.20
53
8"@0.20
2 5
8"
DETALLE DE REFUERZOS EN CASETA DE VLVULAS
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3
8" @ 0.25
3
8"
A18
3
8" @ 0.25 A13 3
8" @ 0.25A14
3
8" @ 0.25 A15
3
8" @ 0.25 A15
3
8" @ 0.25A16
3
8" @ 0.25A16
A17
A19
A18
A18
04
16d 0113
LIMPIEZA Y REBOSE
SALIDA
DIAGRAMA UNIFILAR DE CONEXIONES
ESC. : S/E
14
12
07 05
INGRESO
02
15
11
16c 10
09
16b
05
09
16a 04
03
17
06
08
03
TEE PVC 2"X2" 01
02
01
02
01
01
01
04
02
01
04
01
13 VALVULA COMPUERTA
TUBO DE VENTILACION 2"
REDUCCION17
18
ANILLOS DE JEBE
ADAPTADOR PVC
CANASTILLA DE SALIDA15
16
14
ADAPTADOR 2"
SALIDA
TEE PVC 12
11
CONO REBOSE PVC 4"X2"
VALVULA COMPUERTA
CODO PVC 2" X 90属9
10
7
8
Bronce
PVC
F属G属
PVC
PVC
Bronce
PVC
PVC
01
01
04
01
02
01
TEE PVC
LIMPIA Y REBOSE
ADAPTADOR PVC
ABRAZADERA F属G属6
5
VALVULA COMPUERTA
CODO PVC
4
3
REDUCCION
1
2
INGRESO Y BY PASS
PVC
PVC
Bronce
PVC
PVC
3
4"
5
8"
DETALLE DE ESCALERA
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A10
3
4" A11
A12
REFUERZO VISTA EN PLANTA
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3
8" @ 0.25A5
3
8" @ 0.25A5
3
8" @ 0.25 A5
3
8" @ 0.25A5
3
8" @ 0.25A6
3
8" @ 0.25 A7
3
8" @ 0.25 A4
3
8" @ 0.25A4
3
8" @ 0.25A4
3
8" @ 0.25A4
3
8" @ 0.25A7
3
8" @ 0.25 A7 3
8" @ 0.25A7
3
8" @ 0.25 A7
L I S T A D E V A R I L L A S R E S E R V O R I O
CROQUISVAR. @ CANT.
LONG.
TOTAL
a b c
PESO
TOTAL Kg
r=3cm
D
r=3cm
r=3cm
r=3cm