Septic Tank DWG Block for AutoCAD

SEPTIC TANK CALTOPILLA

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

Designer: rocio liliana soto rivera, Date, flat:, date:, Dig, scale:, study, Indicated, February, lime, D.E.P., You fell, sheet:, Prov., Dist., New imperial, Construction of the sewage system, Details Camara de rejas, draft:, mayor:, Jorge a. Garcia quispe, District municipality of new imperial, Of the clutter annex, plant, Esc, cut, Esc, Ceiling armor, Esc, Azas, Det. Inspection cap, Esc, Technical specifications, T. septic, Reinforced concrete, In walls, On bottom slabs, In solid slabs, foundations, P. Percol., C. Distrib., description, In inspection covers, Simple concrete, Soles, Foundation, reinforcing steel, Steel reinforcement grade, Masonry wall, Running brick, p.m., In beams, In columns, Coatings, In walls, On bottom slabs, In solid slabs, In inspection covers, In beams, In columns, Cm., Columns, Beams, Esc., Go to the percolating pit, your B. Pvc, Go to the percolating pit, your B. Pvc, Comes from septic tank, your B. Pvc, Esc, plant, Comes from septic tank, your B. Pvc, Azas, Esc, Distribution box, Esc, cut, Slab armor, Esc, Technical specifications, Reinforced concrete, On bottom slabs, In solid slabs, description, In inspection covers, Simple concrete, Foundation, reinforcing steel, Steel reinforcement grade, Masonry wall, Running brick, Coatings, On bottom slabs, In solid slabs, In inspection covers, foundations, Filters, In walls, In beams, In columns, In walls, Soles, In beams, In columns, p.m., Filter records, Filter records, p.m., Cm., T. septic, P. Percol., C. Distrib., Det. Inspection cap, Esc, Azas, Comes from the box, your B. Pvc, Inspection cap, cabbage., plant, Esc, Percolation well, gravel, clay, Running brick, of distribution, Detail: tub. Of ventilation, Concrete data, Finished ground level, Space between holes cm, Diameter of holes, Of drains, Connecting section, Detail pipe drilling, elbow, Perforated tubing uv, legend, reduction, Sliding union, Nipple, pipeline, Female plug, tee, Female plug with perforation, Esc:, Esc:, Channel output, your B. Pvc, Perforated pipe, Ownership limit, elbow, accessory, elbow, Ownership limit, Channel limit, Go to the channel, Tube outlet, Ventilation system, Concrete data, Detail: tub. Collector, Esc:, Concrete data, Concrete data, Concrete data, elbow, Perforated tubing uv, legend, Sliding union, pipeline, tee, tee, elbow, Esc, Tubular construction process. filter, Ground strength, Adm, Septic tank, Support wall, platform, Camera of bars, descent, platform, arrival, descent, arrival, grill, Concrete fill, grill, Fixed platform, Support platform, Armor of, Isometry, Camera of bars, Specifications, Sole, concrete, steel, Overlaps, plant, Esc, cut, Esc, Barn chamber, cut, Esc, Removable slabs, Esc, Pipe slope detail, Esc, Inspection cap, beam, Esc, cut, gravel, Own material, Running brick, clay, your B. Pvc, of distribution, Comes from the box, beam, your B. Pvc, your B. Perforated, your B. Pvc, your B. Perforated, your B. Pvc, your B. Perforated, your B. Pvc, your B. Perforated, your B. Pvc, your B. Perforated, gravel, Ground strength, plant, cap of, Esc, inspection, Cat fºgº, Staircase, camera, Anaerobic, aerobics, Cat fºgº, Staircase, Anaerobic, camera, aerobics, camera, Inspection cap, Comes from camera of bars, your B. Pvc, Goes the distribution box, your B. Pvc, Comes from camera of bars, Goes the distribution box, your B. Pvc, Designer: rocio liliana soto rivera, Date, flat:, date:, Dig, scale:, study, Indicated, February, lime, D.E.P., You fell, sheet:, Prov., Dist., New imperial, Construction of the sewage system, Septic tank percolation well, draft:, mayor:, Jorge a. Garcia quispe, District municipality of new imperial, Of the clutter annex

Raw text data extracted from CAD file:

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CAÑETE N° LAMINA: PROV. DIST. NUEVO IMPERIAL TP-02 : : : CONSTRUCCION DEL SISTEMA DE ALCANTARILLADO Detalles y Camara de Rejas PROYECTO: ALCALDE: JORGE A. GARCIA QUISPE 2GR + A MUNICIPALIDAD DISTRITAL DE NUEVO IMPERIAL DEL ANEXO CALTOPILLA \A1;2.30 \A1;1.80 \A1;2.10 \A1;1.80 \A1;0.15 \A1;0.10 \A1;2.10 \A1;1.10 \A1;0.05 \A1;0.10 \A1;0.15 \A1;1.50 \A1;0.10 \A1;0.05 \A1;0.55 \A1;0.15 \A1;0.50 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.70 \A1;1.65 \A1;1.65 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.05 \A1;1.20 \A1;1.70 \A1;0.10 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.40 \A1;0.40 \A1;0.35 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.05 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.38 \A1;0.38 \A1;0.38 \A1;0.38 \A1;0.38 \A1;1.90 \A1;0.05 \A1;0.05 \A1;0.03 \A1;0.03 \A1;0.20 \A1;1.90 \A1;1.65 \A1;1.50 \A1;1.25 \A1;.30 \A1;.20 \A1;.22 \A1;.38 \A1;.70 \A1;1.15 \A1;.30 \A1;.30 \A1;.25 \A1;.50 \A1;.25 \A1;.30 \A1;.50 \A1;.25 \A1;.80 \A1;.25 \A1;.80 \A1;.50 \A1;.50 \A1;.15 \A1;.20 \A1;.20 \A1;.30 \A1;.50 \A1;.15 \A1;.80 \A1;.30 \A1;.30 \A1;.95 \A1;1.20 \A1;2.85 \A1;3.80 \A1;1.15 \A1;2.90 \A1;5.00 \A1;2.10 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.60 \A1;.60 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.40 \A1;.40 \A1;.40 \A1;.20 \A1;.40 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;.40 \A1;0.20 \A1;.40 \A1;0.20 \A1;.30 \A1;.10 \A1;.40 \A1;.40 \A1;.40 \A1;.10 \A1;.35 \A1;.05 \A1;.20 \A1;.15 \A1;.20 \A1;.05 \A1;.05 \A1;.20 \A1;.05 \A1;.20 \A1;.35 \A1;.15 \A1;3.40 \A1;2.50 \A1;2.50 \A1;3.25 \A1;2.85 \A1;5.45 \A1;5.05 \A1;2.85 \A1;3.25 \A1;.20 \A1;.40 \A1;1.20 \A1;5.85 \A1;5.45 \A1;3.80 \A1;1.20 \A1;1.75 \A1;1.25 \A1;1.75 \A1;1.25 \A1;3.40 \A1;5.05 \A1;1.20 \A1;5.45 \A1;.15 \A1;.40 \A1;.15 \A1; PLANTA ESC : 1 / 50 ESC : 1 / 50 CORTE A – A CORTE B – B ESC : 1 / 50 ARMADURA DE TECHO ESC : 1 / 50 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 d 3/8″ @ .22 d 3/8″ @ .22 d 3/8″ @ .25 d 3/8″ @ .22 d 3/8″ @ .22 2 d 1/2″ 2 d 1/2″ d 3/8″ @ .25 d 3/8″ @ .22 d 3/8″ @ .22 2 d 1/2″ 0.80 0.05 0.70 0.05 0.10 0.05 0.05 d 1/4″ @ .10 2 azas d 3/8 DET. TAPA DE INSPECCION ESC : 1 / 5 ESPECIFICACIONES TECNICAS T. SEPTICO CONCRETO ARMADO : En muros En losas de fondo En losas macizas Cimientos P. PERCOL. C. DISTRIB. f´c = 175 kg/cm2 f´c = 175 kg/cm2 f´c = 210 kg/cm2 DESCRIPCION En tapas de inspeccion f´c = 210 kg/cm2 CONCRETO SIMPLE : Solados 1 : 12 , E = 2″ Sobre cimientos ACERO DE REFUERZO : fy = 4200 kg/cm2 Acero de refuerzo grado 60 MURO DE ALBAÑILERIA : Ladrillo corriente s/mortero f´c = 210 kg/cm2 f´c = 210 kg/cm2 1 : 10 + 30% P.M. 1 : 8 + 25% P.M. fy = 4200 kg/cm2 6 x 12 x 25 f´c = 175 kg/cm2 f´c = 175 kg/cm2 f´c = 210 kg/cm2 f´c = 210 kg/cm2 fy = 4200 kg/cm2 En Vigas En columnas f´c = 175 kg/cm2 f´c = 175 kg/cm2 RECUBRIMIENTOS : En muros En losas de fondo En losas macizas En tapas de inspeccion En Vigas En columnas R = 3.00 cm. R = 3.00 cm. R = 3.00 cm. R = 4.00 cm. R = 4.00 cm. R = 7.50 cm. R = 3.00 cm. R = 3.00 cm. R = 3.00 cm. 5 5 5 5 5 5 5 5 5 5 5 5 0.20 5 0.20 5 5 5 5 5 5 5 5 5 5 5 5 2 d 3/8″ 2 d 3/8″ 2 d 3/8″ 2 d 3/8″ 1 @ 0.05 3 @ 0.10 R @ 0.20 d 1/4″ R @ 0.20 3 @ 0.10 1 @ 0.05 d 1/4″ 0.25 0.25 0.25 0.20 COLUMNAS VIGAS ESC. 1/5 ESC. 1/5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Va al pozo percolador Tub. PVC d 6″ Va al pozo percolador Tub. PVC d 6″ Viene del tanque septico Tub. PVC d 6″ ESC : 1 / 20 PLANTA A A 5 5 5 5 5 5 5 5 5 Viene del tanque septico Tub. PVC d 6″ 5 5 5 2 azas d 3/8 d 1/4″ @ .10 ESC : 1 / 10 CAJA DE DISTRIBUCION ESC : 1 / 20 CORTE A-A 5 5 5 5 5 5 5 5 5 5 ARMADURA DE LOSA DEL POZO ESC : 1 / 50 d 3/8″ @ 0.15 d 3/8″ @ 0.15 1d 5/8″ 1d 5/8″ 1d 5/8″ 1d 5/8″ 5 5 ESPECIFICACIONES TECNICAS CONCRETO ARMADO : En losas de fondo En losas macizas DESCRIPCION En tapas de inspeccion CONCRETO SIMPLE : Sobre cimientos ACERO DE REFUERZO : Acero de refuerzo grado 60 MURO DE ALBAÑILERIA : Ladrillo corriente s/mortero RECUBRIMIENTOS : En losas de fondo En losas macizas En tapas de inspeccion Cimientos FILTROS : En muros En Vigas En columnas En muros Solados En Vigas En columnas 1 : 10 + 30% P.M. Filtro grava d 1″ fy = 4200 kg/cm2 Filtro grava d 1/2″ 1 : 8 + 25% P.M. fy = 4200 kg/cm2 6 x 12 x 25 fy = 4200 kg/cm2 R = 3.00 cm. R = 3.00 cm. R = 3.00 cm. R = 4.00 cm. R = 4.00 cm. R = 7.50 cm. R = 3.00 cm. R = 3.00 cm. R = 3.00 cm. T. SEPTICO P. PERCOL. C. DISTRIB. f´c = 175 kg/cm2 f´c = 175 kg/cm2 f´c = 210 kg/cm2 f´c = 210 kg/cm2 1 : 12 , E = 2″ f´c = 210 kg/cm2 f´c = 210 kg/cm2 f´c = 175 kg/cm2 f´c = 175 kg/cm2 f´c = 210 kg/cm2 f´c = 210 kg/cm2 f´c = 175 kg/cm2 f´c = 175 kg/cm2 0.05 0.05 DET. TAPA DE INSPECCION ESC : 1 / 5 0.80 0.05 0.70 0.05 0.10 d 1/4″ @ .10 2 azas d 3/8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Viene de la caja Tub. PVC d 6″ A A Tapa de inspeccion COL. 0.25×0.25 PLANTA ESC : 1 / 50 POZO DE PERCOLACION DE 13.85 M3 GRAVA d 1″ GRAVA d 1/2″ ARCILLA 6x12x25 LADRILLO CORRIENTE de distribucion 5 5 5 5 5 5 5 5 DETALLE: TUB. DE VENTILACION Dado de Concreto Dado de Concreto Nivel del Terreno Terminado 5 Espacio entre agujeros 7.5 cm Diametro de Agujeros 3/8″ de drenes Tramo para unión L .30x.30x.30 .30x.30x.30 DETALLE PERFORACION DE TUBERIA Codo PVC-UF DN= 63mm x 90º Tuberia Perforada PVC- UV DN= 200mm A LEYENDA B C D E Reduccion PVC-UF DN= 200mm x 60mm Union Corrediza PVC-UF DN= 63mm Niple PVC-UF DN=50mm Tuberia PVC-UF DN= 63mm F Tapon Hembra PVC-UF DN= 63mm G Tee PVC-UF DN= 63mm x 63mm H Tapon Hembra DN= 63mm con Perforacion 3/8″ I B C D F G H E I ESC: 1/25 D E 4 3 2 1 ESC: S/E Salida a Canal Tub. PVC d 6″ Tub. PVC d 6″ TUBERIA PERFORADA 226.00 228.00 224.00 222.00 220.00 218.00 216.00 5 5 5 5 5 5 Limite de Propiedad Codo d6 90° Accesorio d6 “Y” Codo d6 90° Limite de propiedad Limite canal S = 14 % S = 2.00 % S = 2.00 % VA HACIA EL CANAL S = 14 % Salida Tubo de Ventilación Dado de Concreto .30x.30x.30 B C D J DETALLE: TUB. RECOLECTORA ESC: 1/25 Dado de Concreto .30x.30x.30 A C B Dado de Concreto .30x.30x.30 F E A C Dado de Concreto .30x.30x.30 A C B D F Codo PVC-UF DN= 200mm x 45º Tuberia Perforada PVC- UV DN= 200mm A LEYENDA C D E Union Corrediza PVC-UF DN= 200mm Tuberia PVC-UF DN= 200mm F A F A Tee PVC-UF DN= 63mm J Tee PVC-UF DN= 200mm B C Codo PVC-UF DN= 200mm x 90º ESC : 1 / 10 PROCESO CONSTRUCTIVO DE TUB. FILTRANTE Resistencia del terreno q adm = 1.90 Kg/cm2 TANQUE SEPTICO DE 14.95 m3 5 5 S=2% Muro de Apoyo Plataforma 5 5 5 5 CAMARA DE REJAS 5 5 A 5 5 BAJADA Ø 8″ 5 5 5 5 5 5 5 5 5 S=2% A PLATAFORMA 5 5 5 LLEGADA Ø 8″ S=2% BAJADA Ø 8″ 5 5 5 LLEGADA Ø 8″ Parrilla Ø 3/8″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Relleno de Concreto Parrilla Fe Ø 3/8″@0.20 Fe Ø 3/8″@0.30 PLATAFORMA FIJA B B 5 5 5 5 ESC.1:5 PLATAFORMA DE APOYO ARMADURA DE 3Fe Ø 3/8″ Fe Ø 1/4″@0.15 Fe Ø 3/8″@0.20 Fe Ø 3/8″@0.30 5 5 5 5 5 5 5 5 5 5 5 Fe Ø 3/8″@0.10 Fe Ø 1/4″@0.15 5 5 5 2 ASAS/LOSA Fe Ø 1/2″ ISOMETRIA CAMARA DE REJAS ESPECIFICACIONES SOLADO CONCRETO ACERO TRASLAPES 1:10 F’c=175 Kg/cm2 Ø3/8″=0.40cm F’y=4200 Kg/cm2 5 5 PLANTA ESC : 1 / 50 CORTE A-A ESC : 1 / 50 CÁMARA DE REJAS CORTE B-B ESC : 1 / 50 LOSAS REMOVIBLES ESC : 1 / 5 DETALLE DE PENDIENTE DE TUBERIA ESC : 1 / 50 0.20 5 5 5 5 5 5 5 5 5 5 Tapa de inspeccion 5 5 5 5 5 5 5 5 5 5 5 VIGA 0.25×0.20 ESC : 1 / 50 CORTE A-A GRAVA d 1/2″ GRAVA d 1″ GRAVA d 1″ MATERIAL PROPIO LADRILLO CORRIENTE ARCILLA 6x12x25 Tub. PVC d 6″ de distribucion Viene de la caja 5 5 5 5 5 2.90 5.00 VIGA 0.25×0.20 5 5 5 5 Tub. PVC d 6″ TUB. PERFORADA Tub. PVC d 6″ TUB. PERFORADA Tub. PVC d 6″ TUB. PERFORADA Tub. PVC d 6″ TUB. PERFORADA Tub. PVC d 6″ TUB. PERFORADA 5 5 5 5 5 5 GRAVA d 1/2″ 5 5 Resistencia del terreno = 1.90 Kg/cm2 5 5 5 5 5 PLANTA Tapa de ESC : 1 / 50 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 A A B B 5 5 5 5 5 5 5 5 0.20 5 0.20 5 5 5 5 5 Inspeccion gato FºGº d 5/8″ Escalera de CAMARA CAMARA ANAEROBICA AEROBICA d 3/8″ @ .25 d 3/8″ @ .22 d 3/8″ @ .22 d 3/8″ @ .20 gato FºGº d 5/8″ Escalera de d 1/2″ @ .20 d 3/8″ @ .20 d 3/8″ @ .25 d 3/8″ @ .20 d 3/8″ @ .25 d 3/8″ @ .20 d 3/8″ @ .25 d 3/8″ @ .25 d 3/8″ @ .20 ANAEROBICA CAMARA AEROBICA CAMARA Tapa de inspeccion 5 Viene de camara de rejas Tub. PVC d 6″ Tub. PVC d 6″ Va a la caja de distribucion Tub. PVC d 6″ Viene de cámara de rejas Va a la caja de distribucion Tub. PVC d 6″ 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 S = 2% 5 5 d 3/8″ @ .20 1 2 3 E 4 5 6 7 D C B A 3 1 2 5 4 8 7 6 E PROYECTISTA: ROCIO LILIANA SOTO RIVERA D C B Date A PLANO: FECHA: DIG: ESCALA: 2G + A ESTUDIO indicada Febrero /2010 LIMA DEP. CAÑETE N° LAMINA: PROV. DIST. NUEVO IMPERIAL TP-01 : : : CONSTRUCCION DEL SISTEMA DE ALCANTARILLADO TANQUE SEPTICO Y POZO DE PERCOLACION PROYECTO: ALCALDE: JORGE A. GARCIA QUISPE 2GR + A MUNICIPALIDAD DISTRITAL DE NUEVO IMPERIAL DEL ANEXO CALTOPILLA