Concrete Underground Pond DWG Block for AutoCAD

Pond Underground Concrete – Plant and Cut

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

plant underground pond cap. m., esc., wall projection, sealing cap, thickness cm., inspection mouth, cm. for, cm., cm., concrete, with waterproofing additive, wall projection, cm., longitudinal section, esc., cm., with waterproofing additive, cm., pending, concrete, cm., cm., base on poor concrete, walls bottom cover., cm. in, the offices will be, note:, cm. for, inspection mouth, cm.

Raw text data extracted from CAD file:

X X-XX .05 .10 .05 .05 .15 2.40 2.00 .20 .20 .20 .20 .60 .80 .80 .60 .10 .10 .60 .10 .10 .10 3.40 3.00 .20 .20 3.40 .20 .60 1.80 .60 .10 .10 .20 .05 .05 .10 1.80 3.00 -4.675548580008126 -4.675548580008126 -4.675548580008126 -4.675548580008126 -4.675548580008126 -4.675548580008126 -4.675548580008126 -4.675548580008126 -4.675548580008126 PLANTA ESTANQUE SUBTERRANEO Cap. 10 m. -4.675548580008126 -4.675548580008126 -4.675548580008126 ESC. -4.675548580008126 PROYECCION MURO TAPA ESTANQUE ESPESOR 20 cm. BOCA DE INSPECCION DE BROCAL DE 10 cm. PARA 60×60 cm. 1 : 25 3 -4.675548580008126 -4.675548580008126 d3/8″ a/c 20 cm. CONCRETO Rc=210 Kg/cm2 CON ADITIVO HIDROFUGO PROYECCION MURO d1/2″ a/c 20 cm. -4.675548580008126 E – -4.675548580008126 -4.675548580008126 E – -3.47573286687215 -3.47573286687215 SECCION LONGITUDINAL ESC. .15 .10 .40 .10 d3/8″ x 4.00 a/c 0.20 d3/8″ x 3.40 a/c 0.20 3.20 3.20 1 : 25 E-E – .10 .40 -3.47573286687215 -3.47573286687215 -5.305378936933863 -3.47573286687215 d3/8″ x 2.15 a/c 0.20 d3/8″ x 2.30 a/c 0.20 1.95 1.95 -2.641480354521775 -2.641480354521775 -2.641480354521775 .20 .40 .10 d1/2″x0.80a/c 0.20 .40 -3.47573286687215 -3.47573286687215 -3.47573286687215 -3.47573286687215 d3/8″ a/c 20 cm. d1/2″ a/c 20 cm. CON ADITIVO HIDROFUGO d3/8″ a/c 20 cm. PENDIENTE 2% CONCRETO Rc=210 Kg/cm2 -3.47573286687215 -3.47573286687215 d3/8″ a/c 20 cm. -3.47573286687215 -3.47573286687215 -3.47573286687215 -3.47573286687215 -3.47573286687215 d3/8″ a/c 0.20 x 3.23 Rc=100 Kg/cm2, e=10 cm. BASE EN CONCRETO POBRE N. -2.05 .10 .15 PAREDES TAPA Y FONDO. d3/8″ a/c 20 cm. EN LAS REPARTICIONES SERAN d3/8″ x 2.30 a/c 0.20 d3/8″ x 2.15 a/c 0.20 1.95 1.95 NOTA: N. -0.15 .10 .20 .40 BROCAL DE 10 cm. PARA BOCA DE INSPECCION DE d1/2″x0.80a/c 0.20 60×60 cm. .40