Sand Trap, Filter DWG Block for AutoCAD

Sand Trap, Filter DWG Block for AutoCAD

Removes silt and other clays

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

Consortium san ignacio cajamarca, flat:, district:, Consultant, scale:, drawing:, designed by:, approved by:, date:, Plan nº:, province, Department:, San Ignacio, Cajamarca, Ecologica provincial of san ignacio, Improvement of water services wastewater treatment for the city of san ignacio, date, A.m.a.c., Indicated, Num., Roof plant, cut, cut, cut, cut, cut, plant, Metal railing, Esc., steering wheel, Metal railing, tube, Clean pipe, Pvc, Input window to the sandboxer, Dancers, Npt., Removable slabs, Npt., Reboce window, steering wheel, Pipe dn pvc, steering wheel, Overflow window, Overflow window, Gate of the type of entrance, Access to the dn clean pipe, Arrival of the dn clean pipe, Dn purge pipe, Npt., N.a.t., Npt., Npt., N.a.t., Npt., N.a.t., Npt., Npt., steering wheel, Npt., Npt., Terrain profile, natural terrain, Natural profile, natural terrain, frills, Npt., Terrain profile, N.a.t., Npt., Npt., Detail no, Esc., Diffuser screen, Gate of overflow chamber type, Comes from the dv pvc capture, subtitle, Notes, title, Notes, Overflow chamber, Water chamber, Entrance chamber, Sediment chamber, Output screen, Purge chamber, Gate of the purge chamber type, Gate of the type of entrance, Diffuser hole, Hole diameter diffuser screen, Collection channel, Gate type output chamber, Toward p.t.a. Dn pvc, Discharge dump, Camera output, Comes from the dv pvc capture, Diffuser hole detail, Sediment chamber, Output screen, Removable slabs, Output screen, Collection channel, Camera output, Toward p.t.a. Dn pvc, Gate of the type of entrance, Removable slabs, Diffuser hole detail, Sludge collection hoppers, Removable slabs, Gate of overflow chamber type, Purge chamber, Purge line, Diffuser hole detail, Type damper, Removable slabs, Removable slabs, Concrete data, Camera output, Gate type output chamber, Entrance chamber, Removable slabs, Overflow chamber, Water chamber, Removable slabs, Gate of overflow chamber type, Detail no, Metal railing, tube, Metal railing, tube, Metal railing, tube, Metal railing, tube, Sludge collection hoppers, Comes from the dv pvc capture, Toward p.t.a. Dn pvc, Dn purge pipe, Towards the broken pits, Sediment chamber, Overflow chamber, Npt., Sole, Npt., Dn purge pipe, Towards the broken pits, Overflow window, Gate of overflow chamber type, Gate of the type of entrance, Diffuser hole, Hole diameter diffuser screen, Gate of the purge chamber type, Gate of the type of entrance, Gate type output chamber, Gate of the type of entrance, Dimension table, Gate of the entrance chamber, description, Gate detail, Of the entrance chamber, Gate detail, Of the output chamber, steering wheel, Spindle, framework, Sheet of, gate, Esc:, Motherboard, steering wheel, Motherboard, Spindle, Sheet of, gate, cut, Esc:, steering wheel, Spindle, framework, Sheet of, gate, Esc:, Motherboard, steering wheel, Motherboard, Spindle, Sheet of, gate, Esc:, cut, subtitle, Notes, title, Esc:, subtitle, title, subtitle, title, title, subtitle, Gate of the entrance chamber, Drain chamber flap, Exit camera compartment, Sluice chamber gate, Drain chamber flap

Raw text data extracted from CAD file:

\A1;0.45 \A1;0.45 \A1;0.90 Consorcio San Ignacio - Cajamarca PLANO: DISTRITO: CONSULTORA: ESCALA: DIBUJO: DISEÑADO POR: APROBADO POR: FECHA: PLANO Nº: PROVINCIA : DEPARTAMENTO: SAN IGNACIO SAN IGNACIO CAJAMARCA \W0.65;MUNICIPALIDAD ECOLOGICA PROVINCIAL DE SAN IGNACIO MEJORAMIENTO Y AMPLIACION DE LOS SERVICIOS DE AGUA POTABLE, ALCANTARILLADO, TRATAMIENTO DE AGUAS SERVIDAS PARA LA CIUDAD DE SAN IGNACIO FECHA A.M.A.C. INDICADA 1 de 1 NUM. \A1;0.80 \A1;0.30 \A1;2.10 \A1;0.45 \A1;0.30 \A1;0.20 \A1;2.50 \A1;0.70 \A1;0.25 \A1;2.55 \A1;3.25 \A1;5.70 \A1;0.20 \A1;0.60 \A1;0.25 \A1;1.50 \A1;0.25 \A1;16.30 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.10 \A1;2.40 \A1;0.60 \A1;0.30 \A1;.40 \A1;0.20 \A1;0.80 \A1;0.73 \A1;0.80 \A1;0.89 \A1;0.40 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.20 \A1;1.00 \A1;0.80 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.35 \A1;0.50 \A1;0.25 \A1;1.00 \A1;0.45 \A1;0.90 \A1;0.50 \A1;0.50 \A1;0.80 \A1;0.40 \A1;0.10 \A1;0.31 \A1;0.80 \A1;2.10 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.15 \A1;1.30 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.25 \A1;0.80 \A1;3.50 \A1;3.00 \A1;0.40 \A1;0.30 \A1;0.10 \A1;3.40 \A1;1.75 \A1;0.15 \A1;0.40 \A1;0.10 \A1;1.00 \A1;1.30 \A1;4.25 \A1;0.30 \A1;1.90 \A1;0.20 \A1;2.40 \A1;0.30 \A1;2.00 \A1;0.20 \A1;2.50 \A1;0.25 \A1;2.20 \A1;0.25 \A1;0.25 \A1;5.20 \A1;0.90 \A1;1.60 \A1;3.50 \A1;1.40 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.50 \A1;0.10 \A1;0.25 \A1;0.60 \A1;1.30 \A1;0.80 \A1;0.50 \A1;0.10 \A1;0.20 \A1;1.40 \A1;0.20 \A1;0.30 \A1;0.50 \A1;1.00 \A1;2.10 \A1;0.20 \A1;2.60 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.15 \A1;0.20 \A1;0.70 \A1;0.25 \A1;0.60 \A1;0.25 \A1;1.20 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.45 \A1;0.25 \A1;1.05 \A1;0.20 \A1;6.05 \A1;0.20 \A1;0.25 \A1;0.45 \A1;0.50 \A1;0.30 \A1;0.45 \A1;0.25 \A1;2.70 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.75 \A1;0.45 \A1;0.45 \A1;0.20 \A1;0.20 \A1;1.40 \A1;0.60 \A1;0.40 \A1;0.75 \A1;1.00 \A1;0.25 \A1;0.25 \A1;2.20 \A1;0.60 \A1;1.80 \A1;0.50 \A1;0.50 \A1;2.70 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.80 \A1;0.25 \A1;2.45 \A1;4.85 \A1;0.90 \A1;0.95 \A1;0.25 \A1;16.30 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.70 \A1;0.10 \A1;0.90 \A1;0.20 \A1;2.45 \A1;0.25 \A1;2.20 \A1;0.20 \A1;0.25 \A1;1.50 \A1;0.25 \A1;1.00 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.70 \A1;0.25 \A1;2.20 \A1;0.25 \A1;1.30 \A1;0.25 \A1;4.25 \A1;1.05 \A1;0.31 \A1;0.35 \A1;0.70 \A1;0.25 \A1;1.05 \A1;1.05 \A1;0.10 \A1;0.20 \A1;0.30 \A1;0.125 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.225 \A1;0.125 \A1;0.35 \A1;0.225 \A1;0.80 \A1;2.00 Esc:1/25 PLANTA TECHO \A1;1.05 \A1;0.20 \A1;0.10 \A1;0.70 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.70 \A1;.10 \A1;0.90 \A1;0.20 \A1;2.45 \A1;0.25 \A1;0.20 \A1;0.25 \A1;1.30 \A1;0.25 \A1;0.30 \A1;0.50 \A1;0.50 \A1;1.00 \A1;0.25 \A1;0.70 \A1;0.75 \A1;1.75 \A1;2.20 \A1;4.25 \A1;0.95 \A1;0.30 \A1;0.95 \A1;0.45 \A1;0.45 \A1;0.40 \A1;0.20 \A1;0.20 \A1;1.40 \A1;6.31 \A1;0.65 \A1;3.24 \A1;0.25 \A1;13.05 \A1;2.45 \A1;0.60 \A1;0.25 \A1;0.70 \A1;0.65 \A1;0.75 \A1;0.80 \A1;4.85 \A1;0.80 \A1;1.95 \A1;1.05 \A1;0.70 \A1;1.00 \A1;0.70 \A1;0.25 \A1;0.25 \A1;1.00 \A1;1.50 \A1;0.25 \A1;2.20 \A1;0.95 \A1;0.30 \A1;0.25 \A1;0.25 \A1;1.05 \A1;0.20 \A1;2.70 \A1;0.32 \A1;0.32 \A1;0.32 \A1;0.25 \A1;6.25 \A1;0.25 \A1;0.60 \A1;0.80 \A1;1.10 \A1;0.80 \A1;0.80 \A1;0.80 \A1;1.10 \A1;1.00 \A1;0.80 \A1;1.10 \A1;0.80 \A1;1.00 \A1;0.80 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.00 \A1;1.00 \A1;0.80 \A1;1.00 Esc:1/25 CORTE A-A Esc:1/25 CORTE B-B Esc:1/25 CORTE C-C Esc:1/25 CORTE D-D Esc:1/25 CORTE E-E \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;1.10 \A1;1.20 \A1;1.10 \A1;1.20 \A1;0.25 \A1;0.82 \A1;0.25 \A1;0.25 \A1;3.75 \A1;0.20 \A1;0.50 \A1;0.50 \A1;A \A1;0.56 \A1;0.10 \A1;0.30 \A1;A \A1;0.66 \A1;A \A1;0.80 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.80 \A1;0.25 \A1;0.53 \A1;487 \A1;0.25 \A1;0.50 \A1;0.70 \A1;0.50 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.30 \A1;0.50 \A1;0.50 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 Esc:1/25 PLANTA \A1;0.53 \A1;487 \A1;0.24 \A1;0.27 \A1;0.20 \A1;H \A1;0.10 \A1;0.30 \A1;A \A1;A \A1;H \A1;0.20 \A1;H \A1;0.10 \A1;0.20 \A1;0.10 \A1;A \A1;0.20 BARANDA METALICA ESC. 1/25 5 5 5 5 5 5 .40 5 5 5 5 S=6.35% S=10.81% 5 5 5 5 VOLANTE VOLANTE 5 5 5 5 5 5 5 5 5 5 5 5 BARANDA METALICA TUBO F° G° 1 1/2 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 TUBERIA DE LIMPIA DN315mm - PVC VENTANA DE INGRESO AL DESARENADOR 5 5 5 5 5 5 BOLANTES NPT. 1745.20 LOSAS REMOVIBLES NPT. 1746.20 5 5 5 5 VENTANA DE REBOCE 5 5 S=57.14 % 5 5 5 S=57.14 % 0.20 0.20 5 5 5 5 5 VOLANTE 5 5 5 5 5 5 5 5 5 5 5 TUBERIA DE\fArial|b0|i0|c0|p34; \fArial|b0|i0|c204|p34;LIMPIA DN 315mm PVC \H1.2x; 5 5 VOLANTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VENTANA DE REBOSE S=13.33% S=10.81% S=57.14% S=57.14% S=57.14% S=57.14% VENTANA DE REBOSE COMPUERTA DE LA CAMARA DE INGRESO TIPO 1 (0.50x.050) S=6.35% S=5.71% C A D D C B B A 5 ACCESO A LA TUBERIA DE LIMPIA DN 315mm\fArial|b0|i0|c0|p34; - \fArial|b0|i0|c162|p34;PVC \H1.2x; LLEGADA DE LA TUBERIA DE LIMPIA DN 315mm \fArial|b0|i0|c0|p34;- \fArial|b0|i0|c162|p34;PVC \H1.2x; TUBERIA DE PURGA DN 315mm-PVC TUBERIA DE PURGA DN 315mm-PVC TUBERIA DE PURGA DN 315mm-PVC 5 5 NPT. 1750.30 NPT. 1749.00 NPT. 1750.30 NPT. 1748.90 NPT. 1748.20 NPT. 1750.30 N.A.T. 1749.80 NPT. 1747.80 NPT. 1747.80 CT=1750.30 NPT. 1749.73 NPT. 1750.30 NPT. 1748.00 NPT. 1750.30 N.A.T. 1749.80 NPT. 1750.30 NPT. 1747.20 N.A.T. 1749.80 NPT. 1750.30 NPT. 1747.20 NPT. 1747.10 NPT. 1750.30 NPT. 1748.10 NPT. 1748.20 5 5 5 5 5 5 5 NPT. 1750.30 5 5 VOLANTE VOLANTE NPT. 1748.90 NPT. 1748.90 NPT. 1749.00 5 5 5 5 5 5 5 5 5 NPT. 1750.30 NPT. 1750.30 PERFIL DE TERRENO PERFIL DE TERRENO TERRENO NATURAL PERFIL NATURAL TERRENO NATURAL TERRENO NATURAL 5 5 VOLANTES 5 5 5 5 NPT. 1750.30 NPT. 1750.30 NPT. 1748.00 C-C PERFIL DE TERRENO NPT=+ 1748.10 NPT=+ 1748.90 NPT=+ 1748.20 NPT=+ 1749.00 NPT=+ 1748.90 NPT=+ 1748.20 NPT=+ 1747.10 NPT=+ 1747.20 NPT=+ 1747.20 NPT=+ 1748.20 NPT=+ 1749.00 NPT=+ 1748.00 NPT=+ 1749.00 NPT=+ 1748.20 S=1.00% S=1.00% E E 5 N.A.T. 1749.80 5 5 5 NPT. 1748.20 5 NPT. 1749.80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S=57.14 % S=57.14 % 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 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 DETALLE Nº 2 ESC. 1/25 PANTALLA DIFUSORA 5 COMPUERTA DE LA CAMARA DE REBOSE - TIPO 2 (0.40x0.40) VIENE DE LA CAPTACION DN 315mm - PVC Q = 55.09 Lt/s. SUBTITULO NOTAS TITULO NOTAS CAMARA DE REBOSE CAMARA DE AQUITAMIENTO CAMARA DE INGRESO CAMARA DE SEDIMENTACION CAMARA DE SEDIMENTACION PANTALLA DE SALIDA PANTALLA DE SALIDA CAMARA DE PURGA COMPUERTA DE LA CAMARA DE PURGA - TIPO 2 (0.40x0.40) COMPUERTA DE LA CAMARA DE INGRESO TIPO 1 (0.50x.050) PANTALLA DIFUSORA ORIFICIO d 2" PANTALLA DIFUSORA DIAMERTO DE ORIFICIO 2" CANAL DE RECOLECCION CANAL DE RECOLECCION COMPUERTA DE LA CAMARA DE SALIDA TIPO 1 (0.50x.050) HACIA LA P.T.A.P. DN 315mm - PVC Q = 55.09 Lt/s. VERTEDERO DE SALIDA \H1.2x; VERTEDERO DE SALIDA \H1.2x; CAMARA DE SALIDA S=1.00% 5 5 (1.10x0.20x0.05) VIENE DE LA CAPTACION DN 315mm - PVC Q = 55.09 Lt/s. 5 PANTALLA DIFUSORA ORIFICIO d 2" (VER DETALLE Nº 2) CAMARA DE SEDIMENTACION PANTALLA DE SALIDA LOSAS REMOVIBLES (1.10x0.20x0.05) PANTALLA DE SALIDA CANAL DE RECOLECCION CAMARA DE SALIDA HACIA LA P.T.A.P. DN 315mm - PVC Q = 55.09 Lt/s. COMPUERTA DE LA CAMARA DE INGRESO TIPO 1 (0.50x.050) LOSAS REMOVIBLES (1.10x0.20x0.05) PANTALLA DIFUSORA ORIFICIO d 2" (VER DETALLE 2) TOLVAS DE RECOLECCION DE LODO 5 LOSAS REMOVIBLES (1.10x0.20x0.05) COMPUERTA DE LA CAMARA DE REBOSE - TIPO 2 (0.40x0.40) CAMARA DE PURGA TUBERIA DE PURGA DN 315mm-PVC PANTALLA DIFUSORA ORIFICIO d 2" (VER DETALLE 2) C A 5 5 5 5 .10 5 5 5 5 5 5 5 5 5 5 S=13.33% S=10.81% S=57.14% S=57.14% S=57.14% S=57.14% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S= 5.71% 5 5 5 D D 5 5 5 5 COMPUERTA TIPO 1 5 5 5 5 5 5 5 5 5 5 5 5 5 S=6.35% S=5.71% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B A 4 LOSAS REMOVIBLES (1.00x0.20x0.05) 5 NPT=+ 1748.10 NPT=+ 1748.90 NPT=+ 1750.30 NPT=+ 1748.90 NPT=+ 1750.30 NPT=+ 1747.20 NPT=+ 1750.30 NPT=+ 1747.20 NPT=+ 1750.30 NPT=+ 1750.30 NPT=+ 1750.30 NPT=+ 1750.30 NPT=+ 1750.30 5 C 5 5 5 5 5 5 5 5 5 5 5 5 4 LOSAS REMOVIBLES (1.00x0.20x0.05) 4 LOSAS REMOVIBLES (1.10x0.20x0.05) 4 LOSAS REMOVIBLES (0.80x0.20x0.05) 4 LOSAS REMOVIBLES (1.10x0.20x0.05) 4 LOSAS REMOVIBLES (1.10x0.20x0.05) DADO DE CONCRETO 2.50x0.50x0.50 5 5 5 5 5 CAMARA DE SALIDA COMPUERTA DE LA CAMARA DE SALIDA TIPO 1 (0.50x.050) CAMARA DE INGRESO LOSAS REMOVIBLES (0.80x0.20x0.05) (1.00x.030) CAMARA DE REBOSE CAMARA DE AQUIETAMIEMTO LOSAS REMOVIBLES (1.10x0.20x0.05) COMPUERTA DE LA CAMARA DE REBOSE - TIPO 2 (0.40x0.40) 5 5 5 d 2" DETALLE Nº 1 5 5 5 5 BARANDA METALICA TUBO F° G° 1 1/2 BARANDA METALICA TUBO F° G° 1 1/2 BARANDA METALICA TUBO F° G° 1 1/2 BARANDA METALICA TUBO F° G° 1 1/2 TOLVAS DE RECOLECCION DE LODO F F VIENE DE LA CAPTACION DN 315mm - PVC Q = 55.09 Lt/s. HACIA LA P.T.A.P. DN 315mm - PVC Q = 55.09 Lt/s. TUBERIA DE PURGA DN 315mm-PVC TUBERIA DE PURGA DN 315mm-PVC HACIA LA QUEBRADA BOTIJAS DN 315mm - PVC CAMARA DE SEDIMENTACION CAMARA DE SEDIMENTACION 5 5 5 CAMARA DE REBOSE 5 NPT. 1749.00 NPT. 1749.00 SOLADO SOLADO SOLADO NPT. 1748.20 TUBERIA DE PURGA DN 315mm-PVC TUBERIA DE PURGA DN 315mm-PVC HACIA LA QUEBRADA BOTIJAS DN 315mm - PVC 5 5 5 5 VENTANA DE REBOSE (1.00x0.30) COMPUERTA DE LA CAMARA DE REBOSE - TIPO 2 (0.40x0.40) COMPUERTA DE LA CAMARA DE INGRESO TIPO 1 (0.50x.050) PANTALLA DIFUSORA ORIFICIO d 2" PANTALLA DIFUSORA DIAMERTO DE ORIFICIO 2" COMPUERTA DE LA CAMARA DE PURGA - TIPO 2 (0.40x0.40) COMPUERTA DE LA CAMARA DE INGRESO TIPO 1 (0.50x.050) COMPUERTA DE LA CAMARA DE SALIDA TIPO 1 (0.50x.050) 5 5 5 5 5 COMPUERTA DE LA CAMARA DE INGRESO TIPO 1 (0.50x.050) COMPUERTA DE LA CAMARA DE INGRESO TIPO 1 (0.50x.050) 5 5 5 5 CUADRO DE DIMENSIONES A H 0,50 COMPUERTA DE LA CAMARA DE INGRESO (TIPO I) 0.80 DESCRIPCION 5 5 DETALLE DE COMPUERTA DE LA CAMARA DE INGRESO DETALLE DE COMPUERTA DE LA CAMARA DE SALIDA 2 \T0.9;CANT. A 5 VOLANTE HUSILLO MARCO HOJA DE COMPUERTA ESC: 1/10 5 5 PLACA BASE 5 5 5 5 VOLANTE PLACA BASE HUSILLO HOJA DE COMPUERTA CORTE A-A 5 5 ESC: 1/10 A 5 A VOLANTE HUSILLO MARCO HOJA DE COMPUERTA ESC: 1/10 5 PLACA BASE 5 5 5 5 5 VOLANTE PLACA BASE HUSILLO HOJA DE COMPUERTA ESC: 1/10 CORTE A-A 5 5 5 5 5 5 5 5 5 5 SUBTITULO NOTAS TITULO ESC: 1/20 ESC: 1/20 SUBTITULO 1/20 TITULO 5 5 5 SUBTITULO 1/20 TITULO 5 5 TITULO SUBTITULO 1/10 5 5 A A 5 H 5 5 A A H 5 H A A 5 5 5 A 5 COMPUERTA DE LA CAMARA DE INGRESO (TIPO I) COMPUERTA DE LA CAMARA DE INGRESO (TIPO I) COMPUERTA DE LA CAMARA DE PURGA (TIPO II) COMPUERTA DE LA CAMARA DE PURGA (TIPO I) 0,50 COMPUERT A DE LA CAMARA DE SALIDA (TIPO I) 0.80 2 0,40 COMPUERTA DE LA CAMARA DE AQUIETAMIENTO (TIPO II) 1.70 2 0,40 COMPUERTA DE LA CAMARA DE PURGA (TIPO II) 2.80 2

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, DWG, filter, kläranlage, sand, trap, treatment plant