Imhoff Bars Reactor Chamber; Desarenador; Drying Sludge Includes Structure DWG Block for AutoCAD

Imhoff Bars Reactor Chamber; Desarenador; Drying Sludge Includes Structure DWG Block for AutoCAD

Treatment Plant type Imhoff includes wastewater treatment units pre; Sludge treatment and drying. Also it includes plane structures aforementioned facilities

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

Of iron armoring, Detail of arming of arches cutting of arches cutting, Of iron armoring, Detail of arming of iron fences cutting tank imhoffde armed of fierros cutting tank imhoff, Detail of arming of irons cutting of arming of irons cutting of, Of reinforcement of columns column of, General Efforts General Efforts f’c Tank Armed Box Valve Box f’c Chamber of Desander Boxes Swivel. F’c open channel f’c pm soldes sub bases steel reinforcement f’y cm structural cm, key, Stretch: km, Sub management of urban district development of quellouno, Edwin Cabrera Cortez, General contractors s.r.l., General contractors s.r.l., Tunkimayo c.p. Santiago c.p quesquento, convention, Road expansion pte. Whats up how much, Quellouno, Of bars, Of desander, Ventilation area, Sedimentation zone, channel, Camera of bars, Sandblasting zone, Settler, Sludge digestion zone, Sludge drying zone, Runoff channel, Sludge digestion zone, Settler, variable, Main: m., Column detail grill, Detail of overhead block wall, Main: m., Main: m., Of imhoff tank plant, Plant bed of sludge drying, Longitudinal section tank imhoff, Sandblasting detail, Typical channel section, Typical spin box detail, Cross section tank imhoff sludge drying bed, Clay bricks, sand, Granular gravel, detail

Raw text data extracted from CAD file:

\LDETALLE DE ARMADO DE FIERROS CORTE DETALLE DE ARMADO DE FIERROS CORTE A-A (DESARENADOR)DE ARMADO DE FIERROS CORTE A-A (DESARENADOR) \LDETALLE DE ARMADO DE FIERROS CORTE DETALLE DE ARMADO DE FIERROS CORTE B-B TANQUE IMHOFFDE ARMADO DE FIERROS CORTE B-B TANQUE IMHOFF DETALLE DE ARMADO DE FIERROS CORTE B-B (CAMARA DE VALVULAS)DE ARMADO DE FIERROS CORTE B-B (CAMARA DE VALVULAS) \LDETALLE DE ARMADO DE FIERROS COLUMNA Y LECHO DE \LESPECIFICACIONES GENERALES ESFUERZOSGENERALES ESFUERZOS \L ·CONCRETO f'c = 210 Kg/cm2 Tanque Imhoff, columnas, muros armados y caja de válvulas ·CONCRETO f'c = 175 Kg/cm2 Camara de rejas, Desarenador y cajas de giro. ·CONCRETO f'c = 140 Kg/cm2 Canal Abierto ·CONCRETO f'c = 140 Kg/cm2 + 30 % PM 6" Solados y sub bases ACERO DE REFUERZO f'y = 4,200 Kg/cm2 \L \LRECUBRIMIENTOS \L ·Zapatas = 8.00 cm ·Columnas estructurales = 4.00 cm \W0.9;\T0.95;PC-01 \T1.15;PLANO CLAVE TRAMO: KM 0+00 - 23+194.6 SUB GERENCIA DE OBRAS Y DESARROLLO URBANO \H2x;\W1.1;MUNICIPALIDAD DISTRITAL DE QUELLOUNO \T1.1;ALCALDE: \W1.1;ECON. EDWIN CABRERA CORTEZ \T1.1;LAMINA: \T1.1;PLANO: \T1.1;DELFOS CONTRATISTAS GENERALES S.R.L. \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;ESCALA: \T1.1;HORIZONTAL: \T1.1;DISEÑO: \T1.1;VERTICAL : \T1.1;1/500 \T1.1;1/250 \T1.1;DIBUJO: \T1.1;FECHA: \T1.1;SEPTIEMBRE 2008 \T1.1;DELFOS CONTRATISTAS GENERALES S.R.L. \T1.1;PROYECTO: \T1.1;SECTORES: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;C.P. TUNKIMAYO - C.P. SANTIAGO - C.P QUESQUENTO \T1.1;QUELLOUNO \T1.1;LA CONVENCION \T1.1;CUSCO \T1.1;UBICACION: \T1.1;MEJORAMIENTO Y AMPLIACION DE CARRETERA PTE. QUESQUENTO - QUELLOUNO (MARGEN IZQUIERDA) \T1.1;C.P. QUELLOUNO \A1;45.00° \A1;CANAL \A1;CAMARA DE REJAS \A1;ZONA DE DESARENADOR \A1;1.50 \A1;3.80 \A1;0.20 \A1;1.50 \A1;1.40 \A1;3.15 \A1;1.50 \A1;0.50 \A1;0.40 \A1;1.50 \A1;3.80 \A1;0.75 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.15 \A1;1.20 \A1;0.17 \A1;1.50 \A1;0.40 \A1;0.15 \A1;3.15 \A1;1.50 \A1;0.20 \A1;8.00 \A1;0.20 \A1;8.40 \A1;0.20 \A1;1.00 \A1;0.20 \A1;2.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;4.60 \A1;1.80 \A1;1.80 \A1;0.15 \A1;0.35 \A1;0.70 \A1;1.50 \A1;1.50 \A1;0.40 \A1;0.15 \A1;1.50 \A1;1.50 \A1;5.80 \A1;0.40 \A1;0.80 \A1;0.25 \A1;0.98 \A1;1.55 \A1;0.94 \A1;1.55 \A1;0.98 \A1;0.40 \A1;0.40 \A1;0.80 \A1;1.80 \A1;4.40 \A1;2.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;1.80 \A1;1.60 \A1;2.27 \A1;0.56 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.80 \A1;1.60 \A1;0.80 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.25 \A1;2.90 \A1;0.30 \A1;4.00 \A1;0.15 \A1;1.50 \A1;3.85 \A1;0.50 \A1;2.75 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.25 \A1;1.10 \A1;1.80 \A1;0.32 \A1;1.20 \A1;3.00 \A1;3.00 \A1;0.40 \A1;0.50 \A1;2.03 \A1;0.50 \A1;2.03 \A1;0.50 \A1;0.50 \A1;2.55 \A1;0.50 \A1;3.05 \A1;2.53 \A1;2.53 \A1;5.00 \A1;3.00 \A1;45º \A1;0.15 \A1;1.45 \A1;1.08 \A1;0.36 \A1;0.61 \A1;1.20 \A1;1.00 \A1;3.80 \A1;0.15 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.00 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.38 \A1;0.50 \A1;4.60 \A1;2.40 \A1;8.00 \A1;0.40 \A1;0.40 \A1;3.61 \A1;0.80 \A1;3.61 \A1;0.40 \A1;0.40 \A1;0.40 \A1;5.80 \A1;0.15 \A1;0.15 \A1;Variable \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.50 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.30 \A1;0.30 \A1;1.30 \A1;1.00 \A1;1.44 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.54 \A1;0.35 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.45 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;10.00 \A1;10.00 \A1;10.00 \A1;0.80 \A1;1.00 \A1;2.50 \A1;0.80 \A1;1.00 \A1;2.50 \A1;0.40 \A1;0.40 \A1;0.15 \A1;3.25 \A1;3.25 \A1;3.25 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.22 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.40 \A1;1.50 \A1;0.30 \A1;0.37 \A1;0.16 \A1;0.85 \A1;1.80 \A1;0.80 \A1;0.19 \A1;1.80 \A1;0.92 \A1; A B B 5 C C D D E E A ZONA DE VENTILACIÓN ZONA DE VENTILACIÓN ZONA DE SEDIMENTACIÓN CANAL CAMARA DE REJAS ZONA DE DESARENADOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SEDIMENTADOR ZONA DE DIGESTIÓN DE LODOS Zona de secado de Lodos canal de escurrimiento S=2% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 45º 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8.00 5 5 5 5 5 5 5 5 5 5 ZONA DE DIGESTIÓN DE LODOS SEDIMENTADOR 5 Variable 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;estribos: d \S3#8;", 1@0.05, 5@0.10, R@0.30 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;estribos: d \S3#8;", 1@0.05, 5@0.10, R@0.25 m. DETALLE DE COLUMNA Y PARRILLA DETALLE DE SOBRECIMIENTO Y MURO DE BLOQUETA 5 5 5 5 5 5 5 5 5 5 \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;estribos: d \S3#8;", 1@0.05, 5@0.10, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPLANO DE PLANTA TANQUE IMHOFF \lESC 1/50 \LPLANO DE PLANTA LECHO DE SECADOS DE LODOS \lESC 1/50 \LCORTE A-A Corte longitudinal tanque imhoff \lESC 1/50 \LCORTE C-C detalle desarenador \lESC 1/20 \LCORTE D-D sección típica de canal \lESC 1/20 \LCORTE E-E Detalle de caja de giro típica \lESC 1/20 \LCORTE B-B Corte Transversal tanque imhoff y lecho de secado de lodos \lESC 1/50 ladrillos de arcilla e=0.12 Arena d 0.3-1.3mm CU=2-5 Grava granular d 1.6-51mm \LDETALLE 1 \lESC 1/10 \LDETALLE 2 \lESC 1/10 detalle 2 detalle 1

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

Of iron armoring, Detail of arming of arches cutting of arches cutting, Of iron armoring, Detail of arming of iron fences cutting tank imhoffde armed of fierros cutting tank imhoff, Detail of arming of irons cutting of arming of irons cutting of, Of reinforcement of columns column of, General Efforts General Efforts f’c Tank Armed Box Valve Box f’c Chamber of Desander Boxes Swivel. F’c open channel f’c pm soles sub bases steel reinforcement f’y cm structural cm, key, Stretch: km, Sub management of urban district development of quellouno, Edwin Cabrera Cortez, General contractors s.r.l., General contractors s.r.l., Tunkimayo c.p. Santiago c.p quesquento, convention, Road expansion pte. Whats going on next, Quellouno, Of bars, Of desander, Ventilation area, Sedimentation zone, channel, Camera of bars, Sandblasting zone, Settler, Sludge digestion zone, Sludge drying zone, Runoff channel, Sludge digestion zone, Settler, variable, Main: m., Column detail grill, Overhead detail, Main: m., Main: m., Of imhoff tank plant, Of plant bed of sludge drying, Imhoff longitudinal tank cut, Sandblasting detail, Typical channel section, Typical spin box detail, Cross section tank imhoff sludge drying bed, Clay bricks, sand, Granular gravel, detail

Raw text data extracted from CAD file:

\LDETALLE DE ARMADO DE FIERROS CORTE DETALLE DE ARMADO DE FIERROS CORTE A-A (DESARENADOR)DE ARMADO DE FIERROS CORTE A-A (DESARENADOR) \LDETALLE DE ARMADO DE FIERROS CORTE DETALLE DE ARMADO DE FIERROS CORTE B-B TANQUE IMHOFFDE ARMADO DE FIERROS CORTE B-B TANQUE IMHOFF DETALLE DE ARMADO DE FIERROS CORTE B-B (CAMARA DE VALVULAS)DE ARMADO DE FIERROS CORTE B-B (CAMARA DE VALVULAS) \LDETALLE DE ARMADO DE FIERROS COLUMNA Y LECHO DE \LESPECIFICACIONES GENERALES ESFUERZOSGENERALES ESFUERZOS \L ·CONCRETO f'c = 210 Kg/cm2 Tanque Imhoff, columnas, muros armados y caja de válvulas ·CONCRETO f'c = 175 Kg/cm2 Camara de rejas, Desarenador y cajas de giro. ·CONCRETO f'c = 140 Kg/cm2 Canal Abierto ·CONCRETO f'c = 140 Kg/cm2 + 30 % PM 6" Solados y sub bases ACERO DE REFUERZO f'y = 4,200 Kg/cm2 \L \LRECUBRIMIENTOS \L ·Zapatas = 8.00 cm ·Columnas estructurales = 4.00 cm \W0.9;\T0.95;PC-01 \T1.15;PLANO CLAVE TRAMO: KM 0+00 - 23+194.6 SUB GERENCIA DE OBRAS Y DESARROLLO URBANO \H2x;\W1.1;MUNICIPALIDAD DISTRITAL DE QUELLOUNO \T1.1;ALCALDE: \W1.1;ECON. EDWIN CABRERA CORTEZ \T1.1;LAMINA: \T1.1;PLANO: \T1.1;DELFOS CONTRATISTAS GENERALES S.R.L. \T1.1;REVISADO: \T1.1;APROBADO: \T1.1;ESCALA: \T1.1;HORIZONTAL: \T1.1;DISEÑO: \T1.1;VERTICAL : \T1.1;1/500 \T1.1;1/250 \T1.1;DIBUJO: \T1.1;FECHA: \T1.1;SEPTIEMBRE 2008 \T1.1;DELFOS CONTRATISTAS GENERALES S.R.L. \T1.1;PROYECTO: \T1.1;SECTORES: \T1.1;DISTRITO: \T1.1;PROVINCIA: \T1.1;DEPARTAMENTO: \T1.1;C.P. TUNKIMAYO - C.P. SANTIAGO - C.P QUESQUENTO \T1.1;QUELLOUNO \T1.1;LA CONVENCION \T1.1;CUSCO \T1.1;UBICACION: \T1.1;MEJORAMIENTO Y AMPLIACION DE CARRETERA PTE. QUESQUENTO - QUELLOUNO (MARGEN IZQUIERDA) \T1.1;C.P. QUELLOUNO \A1;45.00° \A1;CANAL \A1;CAMARA DE REJAS \A1;ZONA DE DESARENADOR \A1;1.50 \A1;3.80 \A1;0.20 \A1;1.50 \A1;1.40 \A1;3.15 \A1;1.50 \A1;0.50 \A1;0.40 \A1;1.50 \A1;3.80 \A1;0.75 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.15 \A1;1.20 \A1;0.17 \A1;1.50 \A1;0.40 \A1;0.15 \A1;3.15 \A1;1.50 \A1;0.20 \A1;8.00 \A1;0.20 \A1;8.40 \A1;0.20 \A1;1.00 \A1;0.20 \A1;2.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;4.60 \A1;1.80 \A1;1.80 \A1;0.15 \A1;0.35 \A1;0.70 \A1;1.50 \A1;1.50 \A1;0.40 \A1;0.15 \A1;1.50 \A1;1.50 \A1;5.80 \A1;0.40 \A1;0.80 \A1;0.25 \A1;0.98 \A1;1.55 \A1;0.94 \A1;1.55 \A1;0.98 \A1;0.40 \A1;0.40 \A1;0.80 \A1;1.80 \A1;4.40 \A1;2.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;1.80 \A1;1.60 \A1;2.27 \A1;0.56 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.80 \A1;1.60 \A1;0.80 \A1;0.60 \A1;0.20 \A1;0.50 \A1;0.25 \A1;2.90 \A1;0.30 \A1;4.00 \A1;0.15 \A1;1.50 \A1;3.85 \A1;0.50 \A1;2.75 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.25 \A1;1.10 \A1;1.80 \A1;0.32 \A1;1.20 \A1;3.00 \A1;3.00 \A1;0.40 \A1;0.50 \A1;2.03 \A1;0.50 \A1;2.03 \A1;0.50 \A1;0.50 \A1;2.55 \A1;0.50 \A1;3.05 \A1;2.53 \A1;2.53 \A1;5.00 \A1;3.00 \A1;45º \A1;0.15 \A1;1.45 \A1;1.08 \A1;0.36 \A1;0.61 \A1;1.20 \A1;1.00 \A1;3.80 \A1;0.15 \A1;0.40 \A1;1.20 \A1;0.40 \A1;1.00 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.38 \A1;0.50 \A1;4.60 \A1;2.40 \A1;8.00 \A1;0.40 \A1;0.40 \A1;3.61 \A1;0.80 \A1;3.61 \A1;0.40 \A1;0.40 \A1;0.40 \A1;5.80 \A1;0.15 \A1;0.15 \A1;Variable \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;1.50 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.10 \A1;0.05 \A1;0.30 \A1;0.30 \A1;1.30 \A1;1.00 \A1;1.44 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.54 \A1;0.35 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.45 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;3.00 \A1;0.25 \A1;10.00 \A1;10.00 \A1;10.00 \A1;0.80 \A1;1.00 \A1;2.50 \A1;0.80 \A1;1.00 \A1;2.50 \A1;0.40 \A1;0.40 \A1;0.15 \A1;3.25 \A1;3.25 \A1;3.25 \A1;3.25 \A1;3.25 \A1;3.25 \A1;0.22 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.40 \A1;1.50 \A1;0.30 \A1;0.37 \A1;0.16 \A1;0.85 \A1;1.80 \A1;0.80 \A1;0.19 \A1;1.80 \A1;0.92 \A1; A B B 5 C C D D E E A ZONA DE VENTILACIÓN ZONA DE VENTILACIÓN ZONA DE SEDIMENTACIÓN CANAL CAMARA DE REJAS ZONA DE DESARENADOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SEDIMENTADOR ZONA DE DIGESTIÓN DE LODOS Zona de secado de Lodos canal de escurrimiento S=2% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 45º 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8.00 5 5 5 5 5 5 5 5 5 5 ZONA DE DIGESTIÓN DE LODOS SEDIMENTADOR 5 Variable 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;estribos: d \S3#8;", 1@0.05, 5@0.10, R@0.30 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;estribos: d \S3#8;", 1@0.05, 5@0.10, R@0.25 m. DETALLE DE COLUMNA Y PARRILLA DETALLE DE SOBRECIMIENTO Y MURO DE BLOQUETA 5 5 5 5 5 5 5 5 5 5 \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;estribos: d \S3#8;", 1@0.05, 5@0.10, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. \A1;f° principal: d \S5#8;", 1@0.05, 6@0.10, 11@0.15, R@0.30 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPLANO DE PLANTA TANQUE IMHOFF \lESC 1/50 \LPLANO DE PLANTA LECHO DE SECADOS DE LODOS \lESC 1/50 \LCORTE A-A Corte longitudinal tanque imhoff \lESC 1/50 \LCORTE C-C detalle desarenador \lESC 1/20 \LCORTE D-D sección típica de canal \lESC 1/20 \LCORTE E-E Detalle de caja de giro típica \lESC 1/20 \LCORTE B-B Corte Transversal tanque imhoff y lecho de secado de lodos \lESC 1/50 ladrillos de arcilla e=0.12 Arena d 0.3-1.3mm CU=2-5 Grava granular d 1.6-51mm \LDETALLE 1 \lESC 1/10 \LDETALLE 2 \lESC 1/10 detalle 2 detalle 1

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots	Missing Attachment
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, bars, block, chamber, desarenador, drying, DWG, imhoff, includes, kläranlage, plant, pre, reactor, sludge, structure, treatment, treatment plant, type, units, wastewater