Biodgestor And Percolation System DWG Block for AutoCAD

Biodgestor And Percolation System DWG Block for AutoCAD

Excreta disposal system for the rural area; has 07 m3 digester sludge, box ,system percolation into the ground.

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

variable, variable, Criterion for the installation of biodigesters, Type of soil, unstable, stable, Hard rock, Incline slope for installation, Stabilize the wall of the excavation, To make concrete slab, Mts. Concrete slab strength. Thickness using, Place biodigester, Soil compaction, Center the biodigestor immediately fill it with water up to the elbow, To use material extracted from the excavation in layers of m., Use mixture of sand cement with chicken coop anchored with rod thickness of mts., Isometrico de biodigestor self-cleaning rotoplas of, variable, Cut box, Esc:, Floor plan view of, Esc:, Isometrico of distribution box of flow, variable, Cut box, Esc:, Floor plan view of, Esc:, Detail, plant, scale:, Of sludge, cross section, scale:, Detail, Of sludge, Self-cleaning biodigester cut rotoplas of, scale:, Layer of stone, M sludge logging box., Concrete slab, Registration cover, Waste water input comes from drainage network with tub. Pvc, Biological filter of pet hoops of, Cm stone, Val. Spherical pvc of, Stopper for cleaning, Clay clay cms., Metal cap of m., C.t., your B., Plant view of self-cleaning biodigestor rotoplas of, scale:, Self-cleaning biodigester cut rotoplas of, scale:, Biological filter of pet hoops of, Layer of stone, Waste water input comes from drainage network with tub. Pvc, Outlet of treated waste water to infiltration trench with tub. Pvc of, Registration cover, Clay clay cms., cross section, scale:, Detail, Of sludge, Cross-section of infiltration trench, scale:, Distance between infiltration tubing shaft, scale:, Longitudinal cut-off infiltration trench, scale:, Plan view of flow distribution box, Cut in elevation of box of distribution of flow, Isometrico of distribution box of flow, Esc:, Floor plan view of, Cut box, Esc:, scale:, Detail of movable lacquer ladder for mud box access, Detail, plant, scale:, Of sludge, C.t., Concrete slab, Val. Spherical pvc of, Filling with natural soil without compacting, Biological filter of pet hoops of, Filling with natural soil without compacting, Mm holes, Separations each, The perforations will be at the bottom, Drain pipe detail, Tributary inflow with tub. Pvc of, Wastewater outlet treated with tub. Pvc of, Outlet with tub. Pvc of, Clay clay cms. of singing, Tarrajeo cm. mixture, smooth, Mesh senses, polished concrete, nut, Towards infiltration area, Comes from biodigestor, Pvc pipe, screen, Clay clay cms. of singing, Tarrajeo cm. mixture, smooth, Mesh senses, polished concrete, nut, mesh, Metal cap, mesh, mesh, Sludges, Sedimentation of suspended solids, Sludges, Water outlet to biological filters, Sludges, your B., Liter biodigestor, Of residual water, Of treated water, Of c.t. C.f., C. C.t., Liter biodigestor, Of residual water, Of treated water, Flow meter, Infiltration trenches, Flow meter c.t., C.t. C.f., Of sludge from c.t., Box of sludges of c.t. C.f., Delivery box c.t. C.f., Box of c.t. C.f., Box c.t. C.f., Flow rate distribution box, Metal cap, mesh, your B. Perforated pvc, Stuffed with own material shaken, Cm stone, Earth mound, your B. Perforated pvc, Stuffed with own material shaken, your B. Perforated pvc, Effluent inflow, Cm stone, your B. Pvc perforation, Stuffed with own material shaken, Earth mound, Pvc cap, screen, Pvc pipe, Towards infiltration area, Biodigester effluent comes, Pvc pipe, screen, Towards infiltration area, Comes from biodigestor, mesh, Mesh senses, Towards infiltration area, Comes from biodigestor, Pvc pipe, screen of, polished concrete, smooth, Mesh senses, mesh, Lacquer tube, Metal lid, shooter, Anchorage, hinge, Angles of, Anchorage, hinge, Hands of antocorrosive paint epoxy paint, Anchorage, Welded platen angle of, Handle of faith, Angles of, Heavy type padlock mm, Laf steel sheet with central reinforcement with, Handle of faith, Padlock hole, Ear welded platen holder angle of, detail, welding, Angles of, Laf steel sheet, Handle of faith, Laf steel sheet, Angles of, Anchorage, Hinge made in workshop, Angles of, Anchorage, Cut detail of metal lid of mud box, see detail, detail, Isometrico of metal lid of sludge box, Angles of, Laf steel sheet with central reinforcement with, Sludges, Water outlet to biological filters, Sludges, Sedimentation of suspended solids

Raw text data extracted from CAD file:

45º - 60º 60 - 75º 90º 45° 0.10 0.60 0.60 0.10 0.50 0.50 VARIABLE VARIABLE 0.07 0.07 0.125 0.125 VARIABLE VARIABLE 0.07 0.07 0.125 0.125 0.15 1.4 0.1 0.6362 0.07 1.135 0.5 0.47 2.12 2.12 0.15 1.50 1.50 0.15 1.80 1.80 2.12 1.5 1.47 0.76 0.7 0.13 1.02 0.72 1.1 0.8 1.02 0.71 1.18 0.9 0.57 0.35 0.35 0.15 0.15 2.42 2.42 0.75 0.75 0.10 0.10 2.83 2.83 1.04 1.04 1.87 1.87 0.58 0.58 3.39 1.16 2.42 2.42 0.75 0.75 0.1 0.1 2.83 2.83 0.45 0.45 0.35 0.35 1.04 1.04 3.39 1.92 0.15 1.50 1.50 0.15 1.80 1.80 0.60 0.60 0.15 0.15 0.95 0.95 0.1 0.15 0.15 0.60 0.60 0.60 0.60 2.00 2.00 0.90 0.90 1.20 1.20 0.80 0.80 0.90 0.90 0.22 0.22 0.93 0.93 0.02 0.02 0.35 0.35 0.07 0.07 0.13 0.13 0.70 0.70 0.15 0.15 0.8 1.1 0.15 0.50 0.15 0.80 0.15 0.50 0.15 0.80 0.75 0.80 0.10 0.10 0.15 0.15 1.00 0.07 0.40 0.40 2.20 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.15 0.15 1.50 1.50 0.15 0.15 0.15 1.50 1.50 0.15 1.80 1.80 1.80 \A1;1" \A1;0.14 \A1;1 1/2" 1.50 1.80 1.92 \A1;0.80 m \A1;0.80 m -201.9247067982741 -201.9247067982741 \A1;0.80 m \A1;0.80 m -202.351979524452 -202.351979524452 \A1;1.53 m \A1;1.53 m 0.35 0.35 0.58 0.58 2.83 2.83 1.04 1.04 CRITERIO DE INSTALACION DE BIODIGESTORES CRITERIO DE INSTALACION DE BIODIGESTORES TIPO DE SUELO TIPO DE SUELO INESTABLE INESTABLE ESTABLE ESTABLE DURO O ROCA DURO O ROCA INCLINACION DE TALUD PARA INSTALACIóN INCLINACION DE TALUD PARA INSTALACIóN ESTABILIZAR LA PARED DE LA EXCAVACIóN ESTABILIZAR LA PARED DE LA EXCAVACIóN ELABORAR LOSA DE CONCRETO ELABORAR LOSA DE CONCRETO RESISTENCIA DE LOSA DE CONCRETO DE 175 kG/CM2 , 0.10 Mts. DE ESPESOR USANDO VARILLA DE 3/8" RESISTENCIA DE LOSA DE CONCRETO DE 175 kG/CM2 , 0.10 Mts. DE ESPESOR USANDO VARILLA DE 3/8" COLOCAR BIODIGESTOR COLOCAR BIODIGESTOR COMPACTACIóN DE SUELO COMPACTACIóN DE SUELO CENTRAR EL BIODIGESTOR Y LLENARLO INMEDIATAMENTE DE AGUA HASTA EL CODO CENTRAR EL BIODIGESTOR Y LLENARLO INMEDIATAMENTE DE AGUA HASTA EL CODO UTILIZAR MATERIAL EXTRAIDO DE LA EXCAVACION ZARANDEADO EN CAPAS DE 0.20 m. UTILIZAR MATERIAL EXTRAIDO DE LA EXCAVACION ZARANDEADO EN CAPAS DE 0.20 m. USAR MEZCLA DE CEMENTO ARENA 1:5 CON TELA DE GALLINERO ANCLADO CON VARILLA ESPESOR DE 0.03 Mts. USAR MEZCLA DE CEMENTO ARENA 1:5 CON TELA DE GALLINERO ANCLADO CON VARILLA ESPESOR DE 0.03 Mts. ISOMETRICO DE BIODIGESTOR AUTOLIMPIABLE ROTOPLAS \W8.88982; DE 7.00 M3 ISOMETRICO DE BIODIGESTOR AUTOLIMPIABLE ROTOPLAS \W8.56031; DE 7.00 M3 A A A A VARIABLE 5 0.0699999999999648 0.0699999999999648 CORTE A - A CAJA DE 24" x 24" CORTE A - A CAJA DE 24" x 24" ESC: 1/25 ESC: 1/25 5 0.125 VISTA EN PLANTA DE CAJA DE 24" x 24" VISTA EN PLANTA DE CAJA DE 24" x 24" ESC: 1/25 ESC: 1/25 S/E S/E ISOMETRICO DE CAJA REPARTIDORA DE CAUDAL ISOMETRICO DE CAJA REPARTIDORA DE CAUDAL S/E S/E A A A A VARIABLE 5 0.0699999999999648 0.0699999999999648 CORTE A - A CAJA DE 20" x 20" CORTE A - A CAJA DE 20" x 20" ESC: 1/25 ESC: 1/25 5 0.125 VISTA EN PLANTA DE CAJA DE 20" x 20" VISTA EN PLANTA DE CAJA DE 20" x 20" ESC: 1/25 ESC: 1/25 DETALLE CAJADE REGISTRO DETALLE CAJADE REGISTRO PLANTA PLANTA ESCALA: 1/25 ESCALA: 1/25 DE LODOS DE LODOS 2.116568813282754 2.116568813282754 1.5 1.5 1.799999999999955 1.799999999999955 SECCION TRANSVERSAL SECCION TRANSVERSAL ESCALA: 1/25 ESCALA: 1/25 DETALLE CAJADE REGISTRO DETALLE CAJADE REGISTRO DE LODOS DE LODOS \W8.15335; CORTE B-B DE BIODIGESTOR \W8.15335; AUTOLIMPIABLE ROTOPLAS DE 7.00 M3 CORTE B-B DE BIODIGESTOR AUTOLIMPIABLE ROTOPLAS DE 7.00 M3 ESCALA: 1/50 ESCALA: 1/50 Capa de piedra de d 2" Capa de piedra de d 2" Caja de registro de lodos de 1.50 x 1.50 m. Caja de registro de lodos de 1.50 x 1.50 m. Losa de concreto de Fc= 175 kg/cm2. Losa de concreto de Fc= 175 kg/cm2. Tapa registro de 18" Tapa registro de 18" Ingreso de agua residual viene de red de desague con tub. PVC d 4" Ingreso de agua residual viene de red de desague con tub. PVC d 4" Filtro biologico de aros pet de Ø 2" Filtro biologico de aros pet de Ø 2" 5 5 5 5 Piedra de \U+2205 de 2.5 a 5 cm Piedra de \U+2205 de 2.5 a 5 cm 2.419983518648223 2.419983518648223 0.75 0.75 5 5 2.830000000000013 2.830000000000013 1.035000000000025 1.035000000000025 Val. esferica PVC de 2" Ø Val. esferica PVC de 2" Ø Tapón para limpieza de 2" Ø Tapón para limpieza de 2" Ø 1.866568813282754 1.866568813282754 Ladrillo de arcilla corriente 9x12x22 cms. Ladrillo de arcilla corriente 9x12x22 cms. Tapa metalica de 1.53 x 1.53 m. Tapa metalica de 1.53 x 1.53 m. 0.5807999999997264 0.5807999999997264 \W8.32965; \A1;12" x 24" \W7.70508; \A1;C.R. N°20 \W8.75184; \A1;0.83=H C.T. +0.00 \W8.11402; \A1;C.F.-0.83 \W8.04381; \A1;12" x 24" \W7.10696; \A1;C.R. N°20 \A1;0.83=H C.T. +0.00 \W7.72036; \A1;C.F.-0.83 TUB. PVC-SAL 4"Ø \W1.43943; L=1.45m S=1.0% TUB. PVC-SAL 4"Ø L=1.45m S=1.0% A A A A B B B B VISTA EN PLANTA DE BIODIGESTOR AUTOLIMPIABLE ROTOPLAS DE 7.00 M3 VISTA EN PLANTA DE BIODIGESTOR AUTOLIMPIABLE ROTOPLAS DE 7.00 M3 ESCALA: 1/50 ESCALA: 1/50 \W8.15335; CORTE B-B DE BIODIGESTOR \W8.15335; AUTOLIMPIABLE ROTOPLAS DE 7.00 M3 CORTE B-B DE BIODIGESTOR AUTOLIMPIABLE ROTOPLAS DE 7.00 M3 ESCALA: 1/50 ESCALA: 1/50 2.419983518648223 2.419983518648223 0.75 0.75 Filtro biologico de aros pet de Ø 2" Filtro biologico de aros pet de Ø 2" Capa de piedra de Ø 2" Capa de piedra de Ø 2" Ingreso de agua residual viene de red de desague con tub. PVC Ø 4" Ingreso de agua residual viene de red de desague con tub. PVC Ø 4" 5 5 2.830000000000013 2.830000000000013 Salida de agua residual tratada hacia zanja de infiltración con tub. PVC de 4" Salida de agua residual tratada hacia zanja de infiltración con tub. PVC de 4" Tapa registro de 18" Tapa registro de 18" 0.4499999999999886 0.4499999999999886 5 5 1.035000000000025 1.035000000000025 \W5.24383; Ladrillo de arcilla \W7.82664; corriente \W7.72192; 9x12x22 cms. \W6.43906; Ladrillo de \W6.43906; arcilla \W9.03958; corriente \W1.00350; 9x12x22 cms. 1.920762499999768 1.920762499999768 1.5 1.5 1.799999999999955 1.799999999999955 SECCION TRANSVERSAL SECCION TRANSVERSAL ESCALA: 1/25 ESCALA: 1/25 DETALLE CAJADE REGISTRO DETALLE CAJADE REGISTRO DE LODOS DE LODOS 0.5999999999999659 0.5999999999999659 \W5.08884; CORTE TRANSVERSAL DE \W6.30920; ZANJA DE INFILTRACION \W7.10696; CORTE \W7.10696; TRANSVERSAL \W7.10696; DE \W4.47423; ZANJA DE \W4.47423; INFILTRACION ESCALA: 1/25 ESCALA: 1/25 0.1500000000000057 0.1500000000000057 0.9499999999999886 0.9499999999999886 5 5 0.5999999999999659 0.5999999999999659 0.5999999999999659 0.5999999999999659 DISTANCIA ENTRE EJE DE TUBERIA DE INFILTRACIóN DISTANCIA ENTRE EJE DE TUBERIA DE INFILTRACIóN 2.0 2.0 ESCALA: 1/25 ESCALA: 1/25 CORTE LONGITUDINAL ZANJA DE INFILTRACION CORTE LONGITUDINAL ZANJA DE INFILTRACION ESCALA: 1/25 ESCALA: 1/25 0.8999999999999773 0.8999999999999773 5 5 0.7999999999998977 0.7999999999998977 VISTA EN PLANTA DE CAJA REPARTIDORA DE CAUDAL VISTA EN PLANTA DE CAJA REPARTIDORA DE CAUDAL 0.8999999999999204 0.8999999999999204 5 5 5 5 5 5 D D CORTE EN ELEVACIóN D - D DE CAJA REPARTIDORA DE CAUDAL CORTE EN ELEVACIóN D - D DE CAJA REPARTIDORA DE CAUDAL ESCALA:1/25 ESCALA:1/25 ESCALA:1/25 ESCALA:1/25 5 0.3499999999999659 0.0699999999999648 0.0699999999999648 D D 5 0.1299999999999955 0.6999999999999602 0.6999999999999602 0.1499999999999488 0.1499999999999488 ISOMETRICO DE CAJA REPARTIDORA DE CAUDAL ISOMETRICO DE CAJA REPARTIDORA DE CAUDAL S/E S/E C C ESC: 1/25 ESC: 1/25 C C VISTA EN PLANTA DE CAJA DE 20" x 20" VISTA EN PLANTA DE CAJA DE 20" x 20" 0.0999999999994259 0.0999999999994259 5 0.1500000000000057 CORTE C - C CAJA DE 20" x 20" CORTE C - C CAJA DE 20" x 20" ESC: 1/25 ESC: 1/25 ESCALA: 1/25 ESCALA: 1/25 \W6.55920; DETALLE DE ESCALERA \W6.55920; MOVIBLE DE TUBO LAC PARA \W6.55920; ACCESO A CAJA DE LODOS \W2.85047; DETALLE DE \W2.85047; ESCALERA \W2.85047; MOVIBLE DE \W2.85047; TUBO LAC \W2.85047; PARA ACCESO \W2.85047; A CAJA DE \W2.85047; LODOS 0.4000000000000909 0.4000000000000909 0.1499999999999773 0.1499999999999773 1.5 1.5 0.1499999999999773 0.1499999999999773 1.5 1.5 1.799999999999955 1.799999999999955 1.800000000000011 1.800000000000011 DETALLE CAJADE REGISTRO DETALLE CAJADE REGISTRO PLANTA PLANTA ESCALA: 1/25 ESCALA: 1/25 DE LODOS DE LODOS E E E E \W8.32965; \A1;20" x 20" \W7.86745; \A1;C.R. N°21 \W8.75184; \A1;0.85=H C.T. +0.00 \W8.10800; \A1;C.F.-0.85 \W8.04381; \A1;20" x 20" \W7.35052; \A1;C.R. N°21 \A1;0.85=H C.T. +0.00 \W7.71134; \A1;C.F.-0.85 \A1;BIODIGESTORDE 7.00 M3 \A1;C.T. - 0.46 H= 2.83 m \A1;C.F. - 3.29 \A1;BIODIGESTORDE 7.00 M3 \A1;C.T. - 0.46 H= 2.83 m \A1;C.F. - 3.29 \A1;BIODIGESTORDE 7.00 M3 \A1;C.T. - 0.46 H= 2.83 m \A1;C.F. - 3.29 \A1;BIODIGESTORDE 7.00 M3 \A1;C.T. - 0.46 H= 2.83 m \A1;C.F. - 3.29 \W0.52073; S/E \W3.92678; S/E Losa de concreto de Fc= 175 kg/cm2. Losa de concreto de Fc= 175 kg/cm2. 5 5 Val. esferica PVC de 2" Ø Val. esferica PVC de 2" Ø 0.5807999999997264 0.5807999999997264 Relleno con tierra natural sin compactar Relleno con tierra natural sin compactar Filtro biologico de aros pet de Ø 2" Filtro biologico de aros pet de Ø 2" 2.830000000000013 2.830000000000013 1.035000000000025 1.035000000000025 Relleno con tierra natural sin compactar Relleno con tierra natural sin compactar 45º - 60º 60 - 75º 90º 5 Perforaciones de 13 mm \U+2205 0.10 Separaciones cada 0.10 m Las perforaciones iran en la parte inferior ESCALA:S/E DETALLE DE TUBO DE DRENAJE Ingreso de afluente con tub. PVC de 4" Salida de agua residual tratada con tub. PVC de 2" Salida de lodos con tub. PVC de 2" LADRILLO DE ARCILLA CORRIENTE 6x11x24 cms. DE CANTO TARRAJEO 1.5 cm. MEZCLA 1:4 5 5 L 2"x2"x3/16" F° liso ½" MALLA 1/4"Ø @.10 2 SENTIDOS cemento pulido Tuerca Hacia area de infiltración \W3.36082; Viene de biodigestor Tuberia PVC Ø 2" Tuberia PVC Ø 4" Pantalla 0.10 LADRILLO DE ARCILLA CORRIENTE 6x11x24 cms. DE CANTO TARRAJEO 1.5 cm. MEZCLA 1:4 5 5 L 2"x2"x3/16" F° liso ½" MALLA 1/4"Ø @.10 2 SENTIDOS cemento pulido Tuerca f'c=210Kg/cm2. MALLA 3/8"@.25 0.149999999998272 1.400225000000432 0.0999999999994543 0.6361581192786616 0.0743316160300651 1.134600000000432 0.4999999999999432 0.4700000000000273 Tapa metalica de 1.72 x 1.72 m 0.1499999999999773 0.1499999999981583 MALLA 3/8"@.25 f'c=210Kg/cm2. 2.1165688132821 1.5 1.470000000000027 Malla 3/8"@.25 0.7644373238948674 0.6999999999999602 0.1300000000000523 1.021285408607525 0.721285408608253 1.099999999999966 0.7999999999999545 1.017157584749015 0.7052513578631192 1.180000000000035 0.8999999999999773 0.57000000000005 Lodos sedimentación de solidos suspendidos sedimentación de solidos suspendidos Lodos salida de agua hacia filtros biologicos Lodos 5 \W4.39844; TUB. PVC-SAL 4"Ø \W5.92292; L=1.45m S=1.0% BIODIGESTOR DE 7,000 LITROS \A1;Ingreso de agua residual \A1;Salida de agua tratada \A1;Biodigestor de 7.00 m3 C.T. - 0.46 C.F. - 3.29 \A1;20" x 20" C.R. N°21 0.85=H C.T. +0.00 C.F.-0.85 BIODIGESTOR DE 7,000 LITROS \A1;INGRESO DE AGUA RESIDUAL \A1;SALIDA DE AGUA TRATADA \A1;CAJA REPARTIDORA DE CAUDAL \W1.21727; ZANJAS DE \W1.21727; INFILTRACION \W1.21727; ZANJAS DE \W1.21727; INFILTRACION \A1;CAJA REPARTIDORA DE CAUDAL C.T. +0.00 H= 0.93 m C.F.-0.93 \A1;BIODIGESTORDE 7.00 M3 C.T. - 0.46 H= 2.83 m C.F. - 3.29 \A1;CAJA DE LODOS DE 1.50 x 1.50 m 2.01 m=H C.T. +0.11 C.F.-1.80 Caja de lodos de 1.50 x 1.50 m C.T. +0.12 C.F. -1.80 1.92 m = H Caja repartidora de caudal 0.90 x 0.60 m C.T. +0.00 C.F. -0.93 0.93 m = H H = 2.83 m Caja de 20" x 20" C.T. +0.00 C.F. -0.85 0.85 m = H Caja N°20 12" x 24" C.T. +0.00 C.F. -0.83 0.85 m = H H = 0.83 m 1.159999999999854 Caja repartidora de caudal de 0.90 x 0.60 m 5 Tapa metalica de 1.72 x 1.72 m MALLA 3/8"@.25 f'c=175Kg/cm2. 0.1499999999999773 0.1499999999981583 Tub. de 4" \U+2205 perforada de PVC Relleno con material propio zarandeado Piedra de \U+2205 de 2.5 a 5 cm Piedra de \U+2205 de 1.5 a 5 cm Monticulo de tierra 0.0999999999999943 Tub. de 4" \U+2205 perforada de PVC Relleno con material propio zarandeado Relleno con material propio zarandeado Tub. de 4" \U+2205 perforada de PVC Ingreso de efluente Piedra de \U+2205 de 2.5 a 5 cm Piedra de \U+2205 de 1.5 a 5 cm Tub. de 4" \U+2205 perforado de PVC Relleno con material propio zarandeado Monticulo de tierra S= 3 ‰ S= 3 ‰ Tapon de PVC de \U+2205 de 4" Pantalla Tuberia PVC d 4" Hacia área de infiltración Viene efluente del \W5.44201; biodigestor Tuberia PVC d 2" Tuberia PVC d 4" Tuberia PVC d 2" Pantalla Hacia area de infiltración \W3.36082; Viene de biodigestor Malla 3/8"@.25 Malla 1/4"Ø @.10 2 sentidos 0.7999999999999545 1.099999999999966 Hacia area de infiltración \W3.36082; Viene de biodigestor Tuberia PVC Ø 4" Tuberia PVC Ø 4" Pantalla de 0.13 x 0.70 m 5 5 5 5 5 5 5 5 5 5 5 5 cemento pulido F° liso ½" Malla 1/4"Ø @.10 2 sentidos f'c=175Kg/cm2. MALLA 3/8"@.25 5 0.3000000000001819 0.3000000000001819 0.3000000000001819 0.3000000000001819 0.3000000000001819 0.3000000000001819 5 Tubo LAC de 1" d Tubo LAC de 3/4" d Tubo LAC de 1" d 0.1500000000000057 0.1500000000000057 Tapa de metalica de 1.54 x 1.54 m Tirador Anclaje de 5/8" Bisagra ANGULOS DE 2" x 2" x 3/16" ANGULOS DE 2"x2"x3/16" Anclaje de 3/8" x 3" Bisagra \W6.60268; 02 manos de pintura \W6.60268; antocorrosiva + 01 mano \W8.30242; de pintura epoxica 1" 0.14 1 1/2" Anclaje de 3/8" x 3" PLATINA DE 1" x 3/16" SOLDADA A ANGULO DE 2" MANIJA DE Fe 1/2" Ø ANGULOS DE 2" x 2" x 3/16" CANDADO TIPO PESADO 40 mm \W8.99314; Plancha de acero \W9.65938; LAF e=3/16" con \W6.65165; refuerzo central con \W7.15436; T 1 1/2" x 3/16" Plancha de acero LAF e=3/16" con refuerzo central con T 1 1/2" x 3/16" MANIJA DE Fe 1/2" Ø ORIFICIO PARA CANDADO OREJA PORTACANDADO DE PLATINA DE 1" x 3/16" SOLDADA A ANGULO DE 2" \W9.94802; DETALLE G2 SOLDADURA SOLDADURA ANGULOS DE 2" x 2" x 3/16" ANGULOS DE 2" x 2" x 3/16" \W8.99314; Plancha de acero \W8.68014; LAF e=3/16" \W9.16942; MANIJA DE Fe 1/2" Ø \W5.23859; Plancha de acero \W9.26565; LAF e=3/16" \W9.58450; ANGULOS DE 2" x 2" x 3/16" Anclaje de 3/8" x 3" \W7.74761; Bisagra hecha \W8.49755; en taller \W8.40992; de 3/16" ANGULOS DE 2" x 2" x 3/16" T de 1 1/2" x 1 1/2" x 3/16" Anclaje de 3/8" x 3" 5 \W1.85851; CORTE E - E DETALLE DE TAPA METALICA \W7.56194; DE CAJA DE LODO \W4.32593; ESC:1/5 VER DETALLE G1 Y G2 \W8.23770; DETALLE G1 \W8.08134; DETALLE G2 S/E S/E 1.53 m 1.53 m \W7.14983; ISOMETRICO DE \W3.51710; TAPA METALICA DE \W7.22328; CAJA DE LODOS ANGULOS DE 2" x 2" x 3/16" \W8.99314; Plancha de acero \W9.65938; LAF e=3/16" con \W6.65165; refuerzo central con \W7.15436; T 1 1/2" x 3/16" Lodos salida de agua hacia filtros biologicos Lodos Lodos sedimentación de solidos suspendidos sedimentación de solidos suspendidos

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	area, autocad, block, box, digester, disposal, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, percolation, provision, rural, sludge, system, wasser bestimmung, water