Reservoir 1000m3 DWG Detail for AutoCAD

1000m3 RESERVOIR WITH THEIR CONSTRUCTION DETAILS – Ground – cuts – Details – dimensions – specification

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

Slab floor, Walls esc., Cut esc., Cut esc., Overflow tube, Water inlet, Tank breaks pressure, Overflow, Rainwater channel, Exit irrigation, Reservoir cleaning, Pvc pipe mm., valve, Pvc expansion joints, Plant reservoir esc., Walls esc., Slab floor, Iron sheet, brand, kind, Dimensions, Long Dea., Long total, Total weight., observations, Soles, Walls, Water intake, water level, Pvc tube, Valve protection tank, water level, Hornet, Hornigon, Detail without esc., detail, Detail without esc., Pvc joint cm., Wood strip, dilatation meeting, Rainwater collector channel, Total of iron with an increase of, Subtotal, Iron type

Raw text data extracted from CAD file:

1 0,4 15 1 0,4 24 1 0,4 0,1 0,2 8Ø8mm*3.00 MC100 7Ø8mm*3.60 MC101 SOLERA ESC. 1:50 7Ø8mm*3.00 MC100 7Ø8mm*3.00 MC100 PAREDES ESC. 1:50 1 1 0,6 0,6 CORTE A-A” ESC. 1:100 2.50 CORTE B-B” ESC. 1:100 TUBO REBOSO 5 5 5 5 5 5 5 5 5 5 ENTRADA DE AGUA 29,00 2,50 2,50 20,00 2,50 2,50 J=2% J=2% J=2% J=2% 0,4 1 40 m. 1,00 1,00 TANQUE ROMPE PRESION DESBORDE CANAL AGUA DE LLUVIA SALIDA RIEGO SALIDA RIEGO LIMPIEZA DE RESERVORIO TUBO PVC 160 mm. VALVULA JUNTAS DE DILATACION PVC A B PLANTA RESERVORIO ESC. 1:100 8Ø8mm*3.00 MC100 7Ø8mm*3.60 MC101 PAREDES ESC. 1:100 7Ø8mm*3.00 MC100 7Ø8mm*3.00 MC100 SOLERA ESC. 1:100 PLANILLA DE HIERROS Marca Tipo Nº Ø a b c g Dimenciones Long. desa. Long. total Peso total. Observaciones Soleras 100 I 560 8 3.00 3.00 1680 663.60 Paredes 101 I 240 8 3.60 3.60 756 298.62 100 I 240 8 3.00 3.00 720 284.40 15 5 2.50 5 1,00 2.00 INGRESO DE AGUA J=2% J=2% 2.50 5 5 NIVEL DE AGUA J=2% TUBO PVC 160mm TANQUE PROTECCION DE VALVULAS NIVEL DE AGUA J=2% 7Ø8mm*3.00m 7Ø8mm*3.00m 0.05 0.05 0.10 Replantillo Hornigon 140 kg/cm2 Hornigon 210 kg/cm2 DETALLE Nº1 SIN ESC. DETALLE Nº3 DETALLE Nº1 DETALLE Nº2 DETALLE Nº2 SIN ESC. DETALLE Nº3 SIN ESC. 0,10 0.4 0,10 0.40 0,10 0.60 0.50 0,02 0.05 0.05 JUNTA DE PVC 10 cm. TIRA DE MADERA JUNTA DE DILATACION A B CANAL RECOLECTOR DE AGUAS LLUVIAS TOTAL DE HIERROS CON UN INCREMENTO DEL 10% 1.371.00 Kg SUBTOTAL 1.246.62Kg TIPO DE HIERRO a I