Sewer Infrastructure – Storm Sewer DWG Detail for AutoCAD

Sewer Infrastructure – Storm sewer – Details

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

concrete, Fck, Dimensions in diameter of the steel bars in mm, Use for concrete slab fck for concrete base fck, Use the number of modules needed each access, Dimensions and and average consumption per linear meter, Shoulder, base, kind, Customizable, observations:, Excavation, Gutter, cross-section, Slab frame, ditch, steel, Slab, Molds, Cut bb ‘, Shoulder, Longitudinal cut, base, Transposition of gutter segments, plant, Cut aa ‘, slab, Xxxx, Project type, Drainage project, Drawing n., Approval:, date:, scale:, Xxxxxxxx, Fck, concrete, Transposition of gutter segments

Raw text data extracted from CAD file:

\A1;25 \A1;25 \A1;50 \A1;50 \A1;50 \A1;50 \A1;30 \A1;a \A1;50 \A1;40a45 \A1;30 \A1;50 \A1;10 \A1;10 \A1;50 \A1;50 \A1;50 \A1;50 \A1;30 \A1;40a45 \A1;15 \A1;10 \A1;30 \A1;50 \A1;50 50 CONCRETO fck 11MPa(m/m ) A 1 – Dimensiones en cm, diametro de las barras de acero en mm 2 – Utilizar para la losa concreto fck 15MPa y para la base concreto fck 11MPa 3 – Utilizar el número de módulos de 1m necesários a cada accesso DIMENSIONES EY CONSUMOS MEDIOS POR METRO LINEAR \fSymbol|b0|i0|c2|p18;³ B ARCÉN 50 30 BASE 10 STC03 STC01 TIPO TSS04 TSS03 TSS05 TSS06 STC04/SZC02 ADAPTABLE EN STC02/SZC01 Observaciones: 15 \fSymbol|b0|i0|c2|p18;³ 0.20 0.20 0.20 3 0.20 170 a (m) 140 110 120 ESCAVACIÓN (m /m) 15a20 CUNETA VARIBLE 40a45 12 CORTE TRANSVERSAL ARMACIÓN DE LA LOSA CUNETA \fSymbol|b0|i0|c2|p18;³ 30 5.18 5.62 6.48 7.78 ACERO CA-50 (kg/m) 50 50 50 50 LAJE 0.110 0.120 0.140 0.170 3 0.160 0.160 0.160 0.160 N1 N2 2 (m /m ) 2.24 1.88 1.64 1.52 MOLDES 5.29 5.73 6.62 7.94 CORTE BB’ ARCÉN ARCÉN N3 13.10 15.72 10.47 11.35 6 6 B’ N2d=8C/10 8 10 CORTE LONGITUDINAL N1d=10C/15-VAR. 5 5 44 N1d=10C/15 N2d=8C/10 12 6 N1d=10C/15-VAR. 8 BASE 6 10 50 A’ 15a20 30 40a45 50 TRANSPOSICIÓN DE SEGMENTOS DE CUNETAS 15a25 a 30 50 PLANTA 50 50 50 25 CORTE AA’ LOSA 15a25 25 XXXX PROYECTO TIPO PROYECTO DE DRENAJE Dibujo N. Aprovación: Fecha: Escala: XXXXXXXX XXXXXXXX fck 15MPa(m/m ) CONCRETO 3 \fSymbol|b0|i0|c2|p18;³ TRANSPOSICIÓN DE SEGMENTOS DE CUNETAS