Reservoir 20m3 DWG Block for AutoCAD

Reservoir irrigation system of 20m3

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

Mortar to give the slope to the bottom, Waterproofing plaster with mortar sika mortar sika pressed with pure cement sika, Pvc basket, Roof slab reinforcement, Esc., Opening side, additional, As slab roof, both senses, Isometric armor, Max., Slotted plug, Elbow pvc salt, Ventilation detail, Ground bearing capacity, Armed: f’c, Flooring: f’c, Long Minimum hook, Overlaps, Minimum coatings:, steel, Walls cms., Slab cms., Valve housing: see corresponding drawing, Ventilation: pvc salt first quality, Pipe fittings, Exterior cms., Interior cms., Spills, Upper slab cms., concrete, Technical specifications, Esc., cut, Perimeter, both senses, As slab roof, The vertical wall, The horizontal wall, Ace slab, both senses, Cap met. Sanitary, Sole, Waterproofing plaster with mortar sika mortar sika pressed with pure cement sika, Mortar to give the slope to the bottom, The horizontal wall, The horizontal wall, Esc., Reservoir detail, water level, Pvc basket, Overflow cone, The horiz. Vert., your B. departure, your B. Overflow, M.s.n.m, Projection: income, See valve box plane, Esc., plant, Projection: income, See valve box plane, Esc., plant, Esc., Bottom slab reinforcement, Ace slab, both senses, Esc., Roof slab reinforcement, Ace slab, both senses, Opening side, additional, Recuay, Of irrigation raramapampa auquiscocha, District municipality of tapacocha, Reservoir details, Dib .:, Ing., to. Rosales.g., Indicated, Rev., scale:, Loc:, flat:, Tapacocha, Location:, draft:, Prov .:, Dis .:, Tapacocha, date:, Ancash, region:, sheet, District of tapacocha recuay

Raw text data extracted from CAD file:

\A1;2.30 \A1;.60 \A1;2.30 \A1;.73 \A1;.40 \A1;.40 \A1;.40 \A1;5.20 \A1;5.20 \A1;máx. .11 \A1;.25 \A1;.75 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;2.87 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.65 \A1;.10 \A1;.30 \A1;.10 \A1;.15 \A1;1.76 \A1;.40 \A1;.40 \A1;2.85 \A1;.50 Mortero 1:5 para dar la pendiente al fondo \A1;.3 \A1;.7 \A1;.80 Enlucido impermeabilizante con mortero 1:2 y Sika N° 1 (1 cm): Mortero 1:1 y Sika N° 1 (8 mm.) planchado con cemento puro y Sika N° 1 (2 mm.) \A1;.25 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.65 \A1;.30 \A1;.10 \A1;.15 \A1;1.76 \A1;2.85 \A1;.25 \A1;.50 \A1;.85 \A1;.70 \A1;.30 CANASTILLA DE PVC CANASTILLA DE PVC \A1;4.30 \A1;4.30 \A1;4.0 \A1;4.30 \A1;.15 \A1;4.0 \A1;.15 \A1;.15 \A1;.40 \A1;.30 \A1;.15 \A1;1.58 \A1;.85 \A1;1.58 \A1;.15 \A1;4.30 \A1;.70 \A1;.70 \A1;.15 \A1;3.40 \A1;.05 \A1;.40 \A1;.05 \A1;4.30 \A1;4.0 \A1;4.30 \A1;.15 \A1;4.0 \A1;.15 \A1;.15 \A1;1.58 \A1;.85 \A1;1.58 \A1;.15 \A1;4.30 \A1;.70 \A1;.70 \A1;.15 \A1;3.40 \A1;.05 \A1;.40 \A1;.05 \A1;4.30 \A1;4.30 \A1;4.30 \A1;4.0 \A1;4.30 \A1;.15 \A1;4.0 \A1;.15 \A1;.75 \A1;.50 \A1;.30 \A1;.50 \A1;.50 \A1;.07 ARMADURA DE LOSA DE TECHO ESC. 1:75 5 5 5 .73 5 5 @ costado de abertura 1Ø 3/8″ Adicional As Losa Techo Ø 3/8″ @ .25 Ambos sentidos 5 5 5 ISOMETRICO DE ARMADURA S/ESC. máx. .11 .25 .75 .25 .25 .25 .25 .25 .25 .25 .20 .20 .20 .20 S/E Tapón Ranurado Codo PVC SAL Ø=2″ DETALLE – VENTILACION t 2 CAPACIDAD PORTANTE TERRENO =1.23 Kg/cm C° ARMADO: f’c =175 Kg/cm Solado: C° f’c = 100 Kg/cm Long. mínimo gancho = .15 m Ø 1/4″ = .30 m. Ø 3/8″ = .40 m. Ø 1/2″ = .50 m. TRASLAPES RECUBRIMIENTOS MINIMOS: ACERO Muros = 2 cms. Losa de fondo = 4 cms. Caseta de Válvulas: ver plano correspondiente Ventilación: PVC SAL Ø 4″ – Primera calidad TUBERIA Y ACCESORIOS Exterior 1:5 e=1.5 cms. Interior 1:1 e=2.0 cms. TARRAJEOS Y DERRAMES Losa superior = 2 cms. CONCRETO ESPECIFICACIONES TECNICAS ESC. 1:50 CORTE A-A 1Ø 1/2″ Perimetral Ø1/2″@.20 Ambos sentidos As Losa Techo Ø1/2″@.25 As Vertical Muro As Horizontal Muro Ø1/2″@.15 As Losa Fondo Ø3/8″@.25 Ambos sentidos (Abajo) TAPA MET. SANITARIA .60X.60 e=1/16″ 1 1 Solado C° f’c=140 Kg/cm2 C° f’c=175 Kg/cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Enlucido impermeabilizante con mortero 1:2 y Sika N° 1 (1 cm): Mortero 1:1 y Sika N° 1 (8 mm.) planchado con cemento puro y Sika N° 1 (2 mm.) Mortero 1:5 para dar la pendiente al fondo S = 1 % 5 As Horizontal Muro Ø1/2″@.10 5 5 As Horizontal Muro Ø1/2″@.20 5 ESC. 1:50 DETALLE DE RESERVORIO DE 20 M3 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DE AGUA 2010.45 CANASTILLA DE PVC CONO DE REBOSE As Horiz. Vert. Ø3/8″@.20 5 TUB. SALIDA TUB. REBOSE 3437.82 m.s.n.m 3436.20 m.s.n.m 3438.00 m.s.n.m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Proyección: Ingreso Ver Plano de Caja de Válvulas ESC. 1:50 PLANTA A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Proyección: Ingreso Ver Plano de Caja de Válvulas ESC. 1:50 PLANTA A A ESC. 1:50 ARMADURA DE LOSA DE FONDO 5 5 As Losa Fondo Ø1/2″@.20 Ambos sentidos 5 5 5 5 5 5 ESC. 1:50 ARMADURA DE LOSA DE TECHO 5 5 5 As Losa Fondo Ø3/8″@.25 Ambos sentidos @ costado de abertura 1Ø 3/8″ Adicional 5 5 5 RECUAY “SISTEMA DE RIEGO RARAMAPAMPA – AUQUISCOCHA MUNICIPALIDAD DISTRITAL DE TAPACOCHA RESERVORIO – DETALLES DIB.: ING. : A. ROSALES.G. INDICADA REV. : ESCALA: Loc: PLANO: TAPACOCHA UBICACION: PROYECTO: Prov.: Dis.: TAPACOCHA R-01 FECHA: ANCASH Región: LAMINA N°: DISTRITO DE TAPACOCHA – RECUAY – ANCASH” . 15/08/09