Imhoff Tank DWG Block for AutoCAD

Imhoff Tank DWG Block for AutoCAD

Imhoff tanks can be in many forms, rectangular and circular up, but always have a camera or upper chambers by passing the sewage in its period of sedimentation, plus a lower chamber where the material received by gravity stays in calm conditions for anaerobic digestion . imhoff tank

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

camera of bars, by – pass, specifications:, of by – pass, exit, bars, entrance, camera, floor, poses, step, stage, guides, minimum level, maximum level, sutton dump, control gates, ntn, die , by-pass, beam, support, control gate, sutton, dump, nt, support beam, upvc pipe, suttón dump, control gate, by pass, gate valve, goes to the drying bed, railing fºgº, gate valve, rungs, expansion joint detail, valve box perspective, goes to the drying bed, perspective of the imhoff tank, intake weir, exit weir, deflector screen, ff lid, digestion zone, sedimentation zone, Sedimentation chamber, slot in the bottom of the settler, bottom of digester, clamp

Raw text data extracted from CAD file:

\A1;1.80 \A1;2.60 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.75 \A1;0.10 \A1;0.30 \A1;1.35 \A1;1.15 \A1;0.65 \A1;0.20 \A1;0.10 \A1;0.08 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.15 \A1;4.70 \A1;0.10 \A1;0.40 \A1;0.50 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.075 \A1;1.45 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.30 \A1;0.40 \A1;1.10 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.10 \A1;1.80 \A1;0.30 \A1;0.20 \A1;1.10 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.15 \A1;0.50 \A1;0.05 \A1;0.40 \A1;0.05 \A1;0.10 \A1;0.40 \A1;0.15 \A1;4.70 \A1;0.05m \A1;2,20 \A1;1,50 \A1;1,50 \A1;0.12 \A1;2.00 \A1;2.00 \A1;0.44 \A1;0.44 \A1;7.50 \A1;0.30 \A1;0.15 \A1;0.15 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0,15 \A1;0,25 \A1;.15 \A1;0,30 \A1;0,15 \A1;0,20 \A1;0,04 \A1;0,25 \A1;.15 \A1;0,25 \A1;0,15 \A1;0,25 \A1;4.00 \A1;0,40 \A1;0,60 \A1;0.30 \A1;.15 \A1;0.60 \A1;0,10 \A1;1.60 \A1;0,60 \A1;0.30 \A1;.15 \A1;2,20 \A1;e=0.075 \A1;1.50 \A1;1,00 \A1;0.15 \A1;0.15 \A1;0,30 \A1;1,50 \A1;0,60 \A1;0,20 \A1;.20 \A1;0,50 \A1;0.15 \A1;0,25 \A1;0,50 \A1;1.45 \A1;2.20 \A1;4.00 (ALTURA TOTAL TANQUE IMHOFF) \A1;1.50 \A1;0.30 \A1;0,60 \A1;.15 \A1;0,60 \A1;0,10 \A1;0,60 \A1;.15 \A1;0.30 \A1;0.50 \A1;0.25 \A1;0,55 \A1;0,20 \A1;0,10 \A1;.15 \A1;0.15 \A1;0,15 \A1;0,25 \A1;1.25 \A1;0,30 \A1;0.25 \A1;1,58 \A1;0,40 \A1;1.00 \A1;1.00 \A1;0,15 \A1;1.80 \A1;0,50 \A1;0.15 \A1;0,25 \A1;3.00 \A1;.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.55 \A1;0.10 \A1;0.20 \A1;0,25 \A1;0,15 \A1;0,20 \A1;8,00 \A1;1.875 \A1;3,75 \A1;10.00 \A1;3.34 \A1;3.33 \A1;1.875 \A1;1.875 \A1;0,35 \A1;1.875 \A1;0.20 \A1;0,35 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.85 \A1;2.00 \A1;3.33 \A1;3,75 \A1;0,15 \A1;0,20 \A1;8.00 \A1;0,15 \A1;1.225 \A1;0.325 \A1;0.30 \A1;0.10 \A1;0,15 \A1;0,05 \A1;0.025 \A1;0,25 \A1;0.025 \A1;1.225 \A1;0.70 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.70 \A1;1.225 \A1;0.025 \A1;0,25 \A1;0.025 \A1;1.225 \A1;0.90 \A1;4.45 \A1;0.075 \A1;0,25 \A1;0,05 \A1;0.20 \A1;0.30 \A1;0,08 \A1;0.18 \A1;0,12 \A1;0.20 \A1;0,15 \A1;4.94 \A1;3.70 \A1;1,25 \A1;3.70 \A1;1,25 \A1;4.50 \A1;1,25 \A1;0,18 \A1;0.32 \A1;0.90 \A1;1.20 \A1;0.18 \A1;0.10 \A1;1.20 \A1;1,25 F'c=175Kg/cm2 F'c=175Kg/cm2 5 5 5 5 \A1;1/8" 5 5 5 5 \A1;0.10 1ø3/8"@0.25 5 5 4.70 5 \LSECCION A-A 1 ø 3/8" @ 0.25 0.40 F'c=175Kg/cm2 F'c=175Kg/cm2 5 5 5 5 5 5 DE 5 0.40 5 5 5 5 5 \A1;0.40 \A1;0.10 0.075 5 5 5 5 5 5 CAMARA DE REJAS S = 10% \fTimes New Roman|b0|i0|c0|p18;A \fTimes New Roman|b0|i0|c0|p18;B \fTimes New Roman|b0|i0|c0|p18;B S = 10% BY - PASS ESPECIFICACIONES: ACERO F'y = 4200 Kg/cm2 CONCRETO F'c= 175 Kg/cm2 DE BY-PASS SALIDA REJAS INGRESO DE BY-PASS CAMARA INGRESO UPVC ø 8" 5 5 F'c=175Kg/cm2 F'c=175Kg/cm2 F'c=175Kg/cm2 F'c=175Kg/cm2 UPVC ø 8" UPVC ø 8" 0.05 0.05 0.10 0.30 ESCALA: 1/5 2 ø 3/8" @ 0.25 m 2 ø 3/8" \LDETALLE DE VIGA\l \LDE APOYO \l 5 5 \A1;0.10 \A1;0.10 \A1;0.10 5 5 \fTimes New Roman|b0|i0|c0|p18;C 5 5 5 5 5 5 0.10 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 ESCALA: 1/20 \A1;0.25 \A1;1.2cm. 2.5cm. \A1;1.2cm. 2.5cm. \A1;1.2cm. 2.5cm. \A1;1.2cm. 2.5cm. \A1;1.2cm. 2.5cm. \A1;1.20cm. 3.8cm \A1;1.2cm. 2.5cm. \A1;1.2cm. 2.5cm. 40cm. \A1;0.015 \A1;0.135 \A1;0.15 \A1;0.015 \A1;0.625 \A1;0.64 ESCALA: 1/20 \LSECCION B-B 0.25 \A1;0.10 \A1;0.10 \A1;0.10 5 \A1;0.10 \A1;0.10 \A1;0.10 5 5 ESCALA : 1/5 0.10 0.05 0.05 0.15 0.50 0.05 0.40 0.05 0.10 0.40 1 ø 3/8" @ 0.25 1 ø 3/8" @ 0.25 1ø3/8"@0.25 SOLADO DESARENADOR Nº 2 POSA DE PASO 128º 22' 55.2" PLATINA GUIAS GUIAS NIVEL MINIMO NIVEL MAXIMO ESCALA: 1/7.5 \LGUIA ( DESARENADOR ) ESCALA: 1/20 \LSECCION C-C \fTimes New Roman|b0|i0|c0|p18;C \fTimes New Roman|b0|i0|c0|p18;A \LPLANTA ESCALA: 1/20 PASO DE POSA DESARENADOR Nº 2 DESARENADOR Nº 1 P.V.C. 10 mm. VERTEDERO SUTTON P.V.C. 10 mm. COMPUERTAS DE CONTROL 1.80 2.60 5 5 5 5 5 5 \A1;0.10 N.T.N. UPVC ø 8" DADO INGRESO BY-PASS S = 10% VIGA DE APOYO REJAS SALIDA BY-PASS 2 ø 3/8" 5 F'c=175Kg/cm2 F'c=175Kg/cm2 \A1;0.10 \A1;4cm. \A1;1cm. \A1;1/8" 5 5 1 ø 3/8" @ 0.25 Nº 2 Nº 1 1 ø 3/8" @ 0.25 1 ø 3/8" @ 0.25 COMPUERTA DE CONTROL \fTimes New Roman|b0|i0|c0|p18;P.V.C. - 10 mm. VERTEDERO SUTTON P.V.C. - 10 mm. SUTTON VERTEDERO BY-PASS N.T. N.T. VIGA DE APOYO REJAS PARA IMPRIMIR EN 1/20 FORMATO A-1 (84cm x 59.4cm) TUBERIA UPVC TUBERIA UPVC Vertedero Suttón REJAS Compuerta De Control BY PASS \LPERSPECTIVA DEL VERTEDERO SUTTON 1 ø 3/8" @ 0.25 5 4.70 \fTimes New Roman|b0|i0|c0|p18;ø 3/8" @ 0.20 m .15 0.15 ø 3/8" \fTimes New Roman|b0|i0|c0|p18; PANTALLA DEFLECTORA 0.15 0.15 e=0.075 CODO UPVC ø 8" x 90 F'c = 175 Kg/cm2 F'c = 175 Kg/cm2 F'c = 175 Kg/cm2 F'c = 210 Kg/cm2 Peldaños de ø 3/8" @ .25m e=0.10m ø 1/4" @ 0.25m ø 1/4" @ 0.25m ø 1/4" @ 0.25m e=0.075 \LDETALLE 1 e=0.075 \A1;2.20 VALVULA DE COMPUERTA VA AL LECHO DE SECADO UPVC ø 8" C-5 \LDETALLE 2 0.25 EFLUENTE ø 8" 0.55 0.20 \A1;0.05 0.10 0.20 ESCALA 1/25 \LDETALLE DE BARANDA BARANDA FºGº \fVerdana|b0|i0|c0|p34;VA AL LECHO DE SECADO \fVerdana|b0|i0|c0|p34;TUBO RESPIRADERO \fVerdana|b0|i0|c0|p34;PANTALLA DEFLECTORA F'c = 175 Kg/cm2 Válvula Compuerta Peldaños Detalle de Junta de Dilatación 0.05m PERSPECTIVA DE CAJA PARA VALVULA Va al Lecho de Secado 5 5 5 ø 1/4" @ 0.10m \A1;1.50 REGISTRO TAPA F.F. ( .60 x .60 ) \fVerdana|b0|i0|c0|p34;TUBERIA EXTRACCION DE LODOS BARANDA FºGº ø2" 0.12 2.00 2.00 0.44 0.44 7.50 \LDETALLE DE PELDAÑOS \l ( CAJA PARA VALVULA ) 0.30 0.15 0.15 Peldaños de ø 3/8" @ .25m \fVerdana|b0|i0|c0|p34;AFLUENTE \fVerdana|b0|i0|c0|p34;ZONA DE DIGESTION \fVerdana|b0|i0|c0|p34;PANTALLA DEFLECTORA \fVerdana|b0|i0|c0|p34;ZONA DE SEDIMENTACION PERSPECTIVA DEL TANQUE IMHOFF 1.00 1.00 1.00 \fTimes New Roman|b0|i0|c0|p18;EFLUENTE 5 5 .15 B UPVC ø 8" 5 VERTEDERO DE INGRESO BARANDA DE FºGº ø2" VERTEDERO DE SALIDA CODO UPVC ø 8" x 90 BARANDA DE FºGº ø2" PANTALLA DEFLECTORA 5 \fTimes New Roman|b0|i0|c0|p18;PANTALLA DIFUSORA CODO U.PVC. ø 8" x 90 5 5 B UPVC ø 8" \fTimes New Roman|b0|i0|c0|p18;AFLUENTE 5 \fTimes New Roman|b0|i0|c0|p18;A .15 5 \fTimes New Roman|b0|i0|c0|p18;VENTILACION Y ACUMULACION DE NATAS UPVC ø 8" \fTimes New Roman|b0|i0|c0|p18;VA A LECHO DE SECADO ESCALA 1/50 \fTimes New Roman|b0|i0|c0|p18;\LPLANTA \fTimes New Roman|b0|i0|c0|p18;VALVULA DE COMPUERTA \fTimes New Roman|b0|i0|c0|p18;A 5 5 \LDETALLE 2 4.00 ø 1/2" @ 0.25 m VALVULA DE COMPUERTA 5 5 \fTimes New Roman|b0|i0|c0|p18;ø 1/2" @ 0.20 m ø 1/2" @ 0.25 m \fTimes New Roman|b0|i0|c0|p18;CONCRETO ARMADO F'c = 210 Kg/cm2 0.30 .15 0.60 5 \fTimes New Roman|b0|i0|c0|p18;ø 1/2" @ 0.20 m 1.60 5 0.30 .15 <> e=0.075 UPVC ø 8" C-5 VA AL LECHO DE SECADO 1.50 TAPA F.F. \A1;0.15 \A1;0.15 5 0.15 0.15 BARANDA FºGº ø2" BARANDA FºGº ø2" 5 5 5 5 .20 5 0.15 5 5 1.45 F'c = 210 Kg/cm2 \fTimes New Roman|b0|i0|c0|p18;ø 1/2" @ 0.20 m ø 1/2" @ 0.25 m 2.20 4.00 (ALTURA TOTAL TANQUE IMHOFF) 1.50 ESCALA 1/50 \fTimes New Roman|b0|i0|c0|p18;\LSECCION B-B 0.30 <> .15 5 5 \fTimes New Roman|b0|i0|c0|p18;SOLADO 0.25 \A1;0.10 F'c = 210 Kg/cm2 ø 1/2" @ 0.25 m 15° 15° F'c = 210 Kg/cm2 5 .15 0.30 0.50 \fTimes New Roman|b0|i0|c0|p18;ø 1/2" @ 0.20 m \fTimes New Roman|b0|i0|c0|p18;ø 3/8" @ 0.20 m AFLUENTE ø 8" UPVC 0.25 F'c = 210 Kg/cm2 TUBERIA DE EXTRACCION DE LODOS ø 8 "UPVC \A1;1.50 0.15 \fTimes New Roman|b0|i0|c0|p18;ø 3/8" @ 0.20 m .15 \fTimes New Roman|b0|i0|c0|p18;PANTALLA DIFUSORA F'c = 210 Kg/cm2 F'c = 210 Kg/cm2 \A1;0.55 5 \A1;0.05 5 ZONA DE DIGESTION \fTimes New Roman|b0|i0|c0|p18;CURVA DE CODO 5 .15 ø 1/2" @ 0.20 m ø 1/2" @ 0.20 m \fTimes New Roman|b0|i0|c0|p18;ø 3/8" @ 0.20 m ZONA DE SEDIMENTACION 0.15 5 \fTimes New Roman|b0|i0|c0|p18; PANTALLA DEFLECTORA \fTimes New Roman|b0|i0|c0|p18;TUBERIA UPVC ø 8" F'c = 210 Kg/cm2 5 1.25 5 \fTimes New Roman|b0|i0|c0|p18;ø 1/2" @ 0.20 m ø 1/2" @ 0.25 m 0.25 .20 0.15 0.15 Ø 8" EFLUENTE \LDETALLE 1 ø 1/2" @ 0.25 m \fTimes New Roman|b0|i0|c0|p18;ø 1/2" @ 0.20 m F'c = 210 Kg/cm2 5 \fTimes New Roman|b0|i0|c0|p18;ø 1/2" @ 0.20 m CAMARA DE SEDIMENTACION RANURA EN EL FONDO DEL SEDIMENTADOR \fTimes New Roman|b0|i0|c0|p18;SOLADO Fondo de Digestor \fTimes New Roman|b0|i0|c0|p18;COLUMNETA 0.20 x 0.20 \fTimes New Roman|b0|i0|c0|p18;ABRAZADERA PLATINA GALVANIZADA 1/8" x 4" F'c = 210 Kg/cm2 (ALTURA DE LODOS EN DIGESTOR) (ALTURA FONDO DIGESTOR) ABRAZADERA \fTimes New Roman|b0|i0|c0|p18;TEE PVC 8" C-5 F'c = 210 Kg/cm2 5 1.00 1.00 (BORDE LIBRE) (PROFUNDIDAD ZONA SEDIMENTADOR) (ALTURA FONDO SEDIMENTADOR) (DISTANCIA FONDO SEDIMENTADOR ALTURA MAX. LODOS) 5 \fTimes New Roman|b0|i0|c0|p18;ABRAZADERA 1.80 5 F'c = 210 Kg/cm2 15° 15° 50° 0.25 \A1;0.10 0.15 \fTimes New Roman|b0|i0|c0|p18;\LSECCION A-A ESCALA 1/50 \fTimes New Roman|b0|i0|c0|p18;NIVEL DE LODOS \fTimes New Roman|b0|i0|c0|p18;ZONA DE DIGESTION CODO PVC 8" x 45º 5 0.86 PARA IMPRIMIR EN 1/50 FORMATO A-1 3.00 IMPRIMIR EN 1/25 EN FORMATO A-1 5 1.875 5 10.00 3.34 \fTimes New Roman|b0|i0|c0|p18;S = 1% \fTimes New Roman|b0|i0|c0|p18;CANALETA \fTimes New Roman|b0|i0|c0|p18;LATERAL \fTimes New Roman|b0|i0|c0|p18;MURO CENTRAL 3.33 \fTimes New Roman|b0|i0|c0|p18;C-2 5 5 \fTimes New Roman|b0|i0|c0|p18;ESCALA 1/25 \fTimes New Roman|b0|i0|c0|p18;PLANTA 5 \fTimes New Roman|b0|i0|c0|p18;LLEGA \fTimes New Roman|b0|i0|c0|p18;6" PVC C-5 \fTimes New Roman|b0|i0|c0|p18;REDUCCION 6"*6" \fTimes New Roman|b0|i0|c0|p18;TEE PVC 6"*6" \fTimes New Roman|b0|i0|c0|p18;ACC PVC \fTimes New Roman|b0|i0|c0|p18;SALPICADOR \fTimes New Roman|b0|i0|c0|p18;3 \fTimes New Roman|b0|i0|c0|p18;3´ \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;C-2 \fTimes New Roman|b0|i0|c0|p18;O \fTimes New Roman|b0|i0|c0|p18;O \fTimes New Roman|b0|i0|c0|p18;S = 1% \fTimes New Roman|b0|i0|c0|p18;LATERAL \fTimes New Roman|b0|i0|c0|p18;MURO \fTimes New Roman|b0|i0|c0|p18;/ 6" UPVC \fTimes New Roman|b0|i0|c0|p18;COLUMNETA \fTimes New Roman|b0|i0|c0|p18;PARA ALCANTARILLADO \fTimes New Roman|b0|i0|c0|p18;/ 6" UPVC \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;C-1 \fTimes New Roman|b0|i0|c0|p18;C-1 \fTimes New Roman|b0|i0|c0|p18;C-2 \fTimes New Roman|b0|i0|c0|p18;C-2 \fTimes New Roman|b0|i0|c0|p18;O \fTimes New Roman|b0|i0|c0|p18;O \fTimes New Roman|b0|i0|c0|p18;CANALETA \fTimes New Roman|b0|i0|c0|p18;COLUMNETA \fTimes New Roman|b0|i0|c0|p18;/ 6" UPVC \fTimes New Roman|b0|i0|c0|p18;/ 6" UPVC \fTimes New Roman|b0|i0|c0|p18;MURO CENTRAL \fTimes New Roman|b0|i0|c0|p18;SALPICADOR 3.33 \fTimes New Roman|b0|i0|c0|p18;C-2 \fTimes New Roman|b0|i0|c0|p18;C-2 1.875 1.875 5 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;C-2 \fTimes New Roman|b0|i0|c0|p18;C-2 \fTimes New Roman|b0|i0|c0|p18;MURO \fTimes New Roman|b0|i0|c0|p18;COLUMNETA \fTimes New Roman|b0|i0|c0|p18;SALPICADOR \fTimes New Roman|b0|i0|c0|p18;MURO LATERAL 1.875 0.20 5 \fTimes New Roman|b0|i0|c0|p18;5 \fTimes New Roman|b0|i0|c0|p18;5 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;C-1 \fTimes New Roman|b0|i0|c0|p18;C-1 \fTimes New Roman|b0|i0|c0|p18;COLUMNETA \fTimes New Roman|b0|i0|c0|p18;SALPICADOR \fTimes New Roman|b0|i0|c0|p18;MURO LATERAL \fTimes New Roman|b0|i0|c0|p18;MURO CENTRAL \fTimes New Roman|b0|i0|c0|p18;CONCRETO \fTimes New Roman|b0|i0|c0|p18;BUZONETA DE 0.60 0.10 0.60 0.10 \fTimes New Roman|b0|i0|c0|p18;O \fTimes New Roman|b0|i0|c0|p18;/ 4" \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;CONCRETO \fTimes New Roman|b0|i0|c0|p18;BUZONETA DE \fTimes New Roman|b0|i0|c0|p18;/ 4" \fTimes New Roman|b0|i0|c0|p18;O \fTimes New Roman|b0|i0|c0|p18;PERSPECTIVA DEL LECHO DE SECADO 0.85 2.00 8.00 \fTimes New Roman|b0|i0|c0|p18;C-2 5 \fTimes New Roman|b0|i0|c0|p18;ESCALA 1/25 \fTimes New Roman|b0|i0|c0|p18;CORTE 3-3 1.225 0.325 0.30 0.10 5 5 0.025 5 0.025 1.225 0.70 \fTimes New Roman|b0|i0|c0|p18;3 \fTimes New Roman|b0|i0|c0|p18;3´ \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;C-2 \fTimes New Roman|b0|i0|c0|p18;MURO LATERAL \fTimes New Roman|b0|i0|c0|p18;MURO LATERAL \fTimes New Roman|b0|i0|c0|p18;COMPACTADO \fTimes New Roman|b0|i0|c0|p18;MATERIAL FINO \fTimes New Roman|b0|i0|c0|p18;GRAVA FINA \fTimes New Roman|b0|i0|c0|p18;ARENA \fTimes New Roman|b0|i0|c0|p18;LODOS 0.05 0.10 0.10 0.80 0.70 1.225 0.025 5 0.025 1.225 0.90 4.45 0.075 5 5 0.20 0.30 5 0.18 5 0.20 5 \fVerdana|b0|i0|c0|p34;LODOS 4.94 3.70 5 3.70 5 4.50 5 \fTimes New Roman|b0|i0|c0|p18;ESCALA 1/25 \fTimes New Roman|b0|i0|c0|p18;ELEVACION TIPO \fTimes New Roman|b0|i0|c0|p18;ELEVACION TIPO \fTimes New Roman|b0|i0|c0|p18;ESCALA 1/25 5 0.32 0.90 1.20 0.18 0.10 1.20 5 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;C-2 \fTimes New Roman|b0|i0|c0|p18;C-2 \fVerdana|b0|i0|c0|p34;TUBERIA \fVerdana|b0|i0|c0|p34;COLUMNAS \fVerdana|b0|i0|c0|p34;VIGAS \fVerdana|b0|i0|c0|p34;MURO CENTRAL \fVerdana|b0|i0|c0|p34;SALPICADOR \fVerdana|b0|i0|c0|p34;MURO LATERAL \fVerdana|b0|i0|c0|p34;COLUMNETA \fVerdana|b0|i0|c0|p34;LODOS \fVerdana|b0|i0|c0|p34;ARENA \fVerdana|b0|i0|c0|p34;GRAVA FINA \fVerdana|b0|i0|c0|p34;GRAVA GRUESA \fVerdana|b0|i0|c0|p34;MAT. FINO COMPACTADO 5 \fVerdana|b0|i0|c0|p34;CANALETA \fVerdana|b0|i0|c0|p34;BUZONETA \fVerdana|b0|i0|c0|p34;TIJERAL \fVerdana|b0|i0|c0|p34;COBERTURA DE CALAMINA 5 5 \A1;7.70 \A1;2.20 \A1;2.50 \A1;2.20 \A1;2.85 \A1;2.85 \A1;7.70 \A1;7.70 \A1;1.95 \A1;1.95 \A1;7.20 \A1;8.00 \A1;2.65 \A1;2.65 \A1;7.20 \A1;8.00 \A1;7.20 \A1;7.70

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	à gaz, agua, autocad, block, camera, chambers, circular, DWG, forms, gas, híbrido, hybrid, hybrides, imhoff, imhoff tank, l'eau, passing, rectangular, reservoir, sewage, tank, tanks, tanque, upper, wasser, water