Septic Tank Detail DWG Detail for AutoCAD

Development septic tank to detail.

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

comes from, valve gate, Universal union, pvc tube, rounded mt, cover, esc:, comes tub, valve housing, septic tank self-cleaning plant, esc:, go percolation ditch tub., entry, tee, tee, ntn., esc:, pyramidal background, drying bed, ntn., sludge discharge, pyramidal background, pvc, height max. of sludge, esc:, valve chamber, drying bed, reinforcing steel steel astm degree bearing capacity of floor coverings floor slab cm. concrete remnants: structural concrete, Technical specifications, liquid level, pvc tube, rounded mt, cover, mesh, cover

Raw text data extracted from CAD file:

\A1;3.75 \A1;1.40 Viene de SS-HH \A1;.15 \A1;2.20 \A1;.15 \A1;1.10 \A1;.15 \A1;.15 \A1;1.10 \A1;.15 \A1;.40 \A1;.40 \A1;.10 \A1;1.40 \A1;.10 \A1;3.20 \A1;.10 \A1;2.95 \A1;.15 \A1;.15 \A1;2.20 \A1;.15 \A1;.20 \A1;.20 \A1;.30 \A1;.20 \A1;.40 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;1.10 \A1;.15 \A1;.20 \A1;.15 \A1;1.30 \A1;.10 \A1;1.50 \A1;.15 \A1;45° \A1;45° \A1;1.60 \A1;.10 \A1;.70 \A1;2.70 \A1;1.45 VÁLV. COMPUERTA UNIÓN UNIVERSAL UNIÓN UNIVERSAL \A1;3.20 \A1;.10 \A1;2.95 \A1;.15 \A1;.15 \A1;1.10 \A1;.15 \A1;.20 \A1;45° \A1;.15 \A1;1.30 \A1;.15 \A1;.20 \A1;.20 \A1;2.00 \A1;1.60 \A1;.15 \A1;2.00 \A1;.47 \A1;.70 \A1;1.85 \A1;1.00 \A1;.10 \A1;.40 \A1;.50 .20 .05 .05 .05 .10 Tubo PVC d 3/4″ Asa d 1/2″ Corrugad\fArial Rounded MT Bold|b1|i0|c0|p34;a \LDETALLE DE TAPA ESC: 1/1 .15 5 5 Viene Tub. 4″ 5 5 5 5 5 5 5 5 5 5 \U+2205 4″ \U+2205 4″ \U+2205 4″ \U+2205 4″ \U+2205 4″ 5 5 5 CAJA DE VALÁLVULA PLANTA TANQUE SÉPTICO AUTOLIMPLIABLE ESC: 1/25 Va a Zanja de Percolación Tub. 4″ a a b b 5 5 5 5 5 5 5 5 ENTRADA 5 5 TEE d 4″ 5 5 5 5 TEE d 4″ 5 5 5 5 5 5 5 5 5 5 NTN. 144.35 d 1/2″ @ 0.25 d 1/2″ @ 0.25 d 1/2″ @ 0.25 d 1/2″ @ 0.25 5 5 \LCORTE a-a ESC: 1/25 d 1/2″ @ 0.25 5 5 5 FONDO PIRAMIDAL \W5.82005; LECHO DE \W6.84386; SECADO 5 5 d 1/2″ @ 0.25 5 5 5 5 5 5 5 5 NTN. 144.35 5 d 1/2″ @ 0.25 5 5 5 5 5 5 5 5 5 5 5 d 1/2″ @ 0.25 \W4.43910; DESCARGA DE \W7.27243; LODOS FONDO PIRAMIDAL 5 5 Y PVC d 4″ 5 \W3.41529; ALTURA MAX. DE \W7.27243; LODOS d 1/2″ @ 0.25 5 5 \LCORTE b-b ESC: 1/25 \W5.39148; CAMARA DE \W6.21069; VÁLVULAS \W2.46291; LECHO DE SECADO 1) ACERO DE REFUERZO : ACERO ASTM GRADO 60, fy=4,200 Kg/cm2 2) CAPACIDAD PORTANTE : \H1.1x; \fSymbol|b0|i0|c2|p18;s\H0.9091x;=\fArial|b0|i0|c204|p34;\H1.026x; 0.76Kg/cm2 DE SUELO 3) RECUBRIMIENTOS : Losa de Fondo = 4 cm. Resto = 2.5cm. 4) CONCRETOS: 4.1) CONCRETO ESTRUCTURAL f’c= 175 Kg/cm2 ESPECIFICACIONES TECNICAS \W2.89148; NIVEL DE LIQUIDO .20 .05 .05 .05 .50 Tubo PVC d 3/4″ Asa d 1/2″ Corrugad\fArial Rounded MT Bold|b1|i0|c0|p34;a \LDETALLE DE TAPA S/E .10 Malla d 3/8″ \A1;VAR. \A1;VAR. \LDETALLE DE TAPA S/E