Septic Tank DWG Block for AutoCAD

septic tank design for sites where there is no drainage.

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

Percolating well plant, Concrete cover, your B. Pvc, Comes from, septic tank, Elbow pvc, Ring of, Reinforced concrete, Reinforced concrete, Ring of, Head gear, Concrete brick, Cylindrical wall with, Head gear, Concrete brick, Cylindrical wall with, Stuffing with gravel, Stuffing with gravel, Stuffing with gravel, natural terrain, Head gear, Concrete brick, Cylindrical wall with, Concrete cover, cut, departure, your B. Pvc, entry, your B. Pvc, register, your B. Pvc, Comes from the box, tee, entry, Goes to the well, Percolation, your B. Pvc, departure, tee, Water mirror level, water level, tee, Arrives tub., Pvc, your B. Pvc, Go septic tank, Arrives tub., Pvc, existing, Go septic tank, your B. Pvc, Arrives tub., Pvc, Go septic tank, your B. Pvc, Niv, Dissipative box plant, cut, tank, Upper slab upper walls, Concrete f’c, water well, Top slab rings, Concrete f’c, Walls cm to stirrup, Cm slabs to the stirrup, Septic tank plant, cut, Structural cutting, Septic tank plant, Technical specifications, Sole, Sole, Sole, Cylindrical wall with, Concrete brick, Head gear, Sole, departure, your B. Pvc, entry, your B. Pvc, register, your B. Pvc, Comes from the box, tee, entry, Goes to the well, Percolation, your B. Pvc, departure, tee, Water mirror level, water level, tee, tank, Upper slab upper walls, Concrete f’c, water well, Top slab rings, Concrete f’c, Walls cm to stirrup, Cm slabs to the stirrup, Septic tank plant, cut, Structural cutting, Septic tank plant, Technical specifications, Sole, Sole, Sole, draft:, Location:, flat:, sheet, Drawing autocad:, district:, province:, surveyor:, Department:, G. Gonzalez s., You lie, regional government, Regional economic development management, Production manager, regional government, You lie, Percolating well details, Breeding improvement, general management:, Indicated, Regional economic development management:, Approved sub production management:, Ing., scale:, design:, date:, Regional presidency:, Crystal town, Export of bees for production, Corrals, Of pollen wax in the apartment. You fall, Septic tank details, Econ. Hilda crespo arias, Ing. Wilmer god benitez, Ing. Rafael suncion sabalu, Dr. Fernando quintana infante, Sept.

Raw text data extracted from CAD file:

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PVC ø 4" Viene del Tanque Septico L = 0.93m. Codo PVC 4" x 90° 2 ø 3/8" 2 ø 3/8" 3 ø 3/8" 3 ø 3/8" Anillo de Concreto Armado f'c=175 kg/cm2 f'c=175 kg/cm2 Concreto Armado Anillo de aparejo de cabeza Ladrillo de concreto Muro cilindrico con aparejo de cabeza Ladrillo de concreto Muro cilindrico con ø 1/2" a 3/4" Relleno con grava ø 1/2" a 3/4" Relleno con grava 5 5 5 5 5 5 Relleno con grava ø 1/2" a 3/4" Terreno Natural aparejo de cabeza Ladrillo de concreto Muro cilindrico con TAPA DE CONCRETO 0.85 x 0.85 X X CORTE X-X SALIDA Tub. PVC ø 4" ENTRADA Tub. PVC ø 4" 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 L = 1.52m. de Registro Tub. PVC ø 4" Viene de la Caja Tee 4"x 4" 5 5 ENTRADA L = 1.32 m. Va hacia el Pozo de Percolacion Tub. PVC ø 4" SALIDA Tee 4" x 4" Nivel Espejo de Agua A A B B Nivel de Agua 5 Tee 4" x 4" 5 5 5 3 ø 3/8" @ 0.30 3 ø 3/8" @ 0.30 3/8" @ 0.30 3/8" @ 0.30 3/8" @ 0.25 3/8" @ 0.25 3/8" @ 0.20 5 5 1/2" @ 0.20 2 ø 3/8" @ 0.15 5 3/8" @ 0.25 3/8" @ 0.30 5 5 3/8" @ 0.20 5 3 ø 3/8" @ 0.30 A 5 5 5 B 5 5 B 5 A 1 ø 1/2" 1 ø 1/2" 1 ø 1/2" 1 ø 1/2" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 5 5 5 X X Y Y Z Z 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 Llega Tub. PVC ø 4" Tub. PVC ø 6" Va a Tanque Septico Llega Tub. PVC ø 4" Existente Va a Tanque Septico Tub. PVC ø 6" Llega Tub. PVC ø 4" Va a Tanque Septico Tub. PVC ø 6" Niv. Tapa= 29.95 N.= 29.80 N.= 28.95 N.= 29.95 S = 1 % N.= 29.70 .55 5 5 5 S = 1.5 % N.= 29.55 N.= 29.55 N.= 29.70 N.= 29.95 N.= 29.55 N.= 29.95 N.= 29.95 PLANTA DE CAJA DISIPADORA CORTE X-X CORTE Y-Y CORTE Z-Z 5 TANQUE SEPTICO.- Losa Inferior - Superior - Tapa y Muros Concreto f'c = 175 kg/cm2 POZO PERCOLADOR.- Anillos - Losa Superior - Tapa ACERO.- fy = 4,200 kg/cm2 Concreto f'c = 175 kg/cm2 Paredes (Muros) = 4 cm al Estribo RECUBRIMIENTOS.- Losas = 2 cm al Estribo PLANTA POZO SEPTICO CORTE A-A CORTE B-B CORTE B-B ESTRUCTURAL CORTE A-A ESTRUCTURAL PLANTA POZO SEPTICO (ESTRUCTURAL) ESPECIFICACIONES TECNICAS 1 ø 1/2" 1 ø 1/2" 5 SOLADO N.= 27.73 SOLADO 5 N.= 27.73 5 SOLADO SOLADO 5 N.= 29.40 Muro cilindrico con Ladrillo de concreto aparejo de cabeza SOLADO SOLADO 5 N.= 27.066 N.= 28.98 N.= 29.05 N.= 29.70 SALIDA Tub. PVC ø 4" ENTRADA Tub. PVC ø 4" 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 L = 1.52m. de Registro Tub. PVC ø 4" Viene de la Caja Tee 4"x 4" 5 5 ENTRADA L = 1.32 m. Va hacia el Pozo de Percolacion Tub. PVC ø 4" SALIDA Tee 4" x 4" Nivel Espejo de Agua A A B B Nivel de Agua 5 Tee 4" x 4" 5 5 5 3 ø 3/8" @ 0.30 3 ø 3/8" @ 0.30 3/8" @ 0.30 3/8" @ 0.30 3/8" @ 0.25 3/8" @ 0.25 3/8" @ 0.20 5 5 1/2" @ 0.20 2 ø 3/8" @ 0.15 5 3/8" @ 0.25 3/8" @ 0.30 5 5 3/8" @ 0.20 5 3 ø 3/8" @ 0.30 A 5 5 5 B 5 5 B 5 A 1 ø 1/2" 1 ø 1/2" 1 ø 1/2" 1 ø 1/2" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 1 ø 3/8" 5 5 5 5 5 5 5 5 N.= 29.95 S = 1 % N.= 29.70 .55 5 5 5 S = 1.5 % N.= 29.55 N.= 29.55 N.= 29.70 N.= 29.95 N.= 29.55 N.= 29.95 N.= 29.95 TANQUE SEPTICO.- Losa Inferior - Superior - Tapa y Muros Concreto f'c = 140 kg/cm2 POZO PERCOLADOR.- Anillos - Losa Superior - Tapa ACERO.- fy = 4,200 kg/cm2 Concreto f'c = 140 kg/cm2 Paredes (Muros) = 4 cm al Estribo RECUBRIMIENTOS.- Losas = 2 cm al Estribo PLANTA POZO SEPTICO CORTE A-A CORTE B-B CORTE B-B ESTRUCTURAL CORTE A-A ESTRUCTURAL PLANTA POZO SEPTICO (ESTRUCTURAL) ESPECIFICACIONES TECNICAS 1 ø 1/2" 1 ø 1/2" 5 SOLADO N.= 27.73 SOLADO 5 N.= 27.73 5 SOLADO SOLADO 5 N.= 28.98 N.= 29.05 R E N U T Proyecto: Ubicacion: Plano: B I G O Lamina N°: Dibujo AUTOCAD: Distrito: Provincia: Topografo: Departamento: G. Gonzalez S. TUMBES TUMBES GOBIERNO REGIONAL GERENCIA REGIONAL DE DESARROLLO ECONOMICO SUB GERENCIA DE PRODUCCION GOBIERNO REGIONAL TUMBES DETALLES DE POZO PERCOLADOR MEJORAMIENTO DE LA CRIANZA Y S M B E A N O O R E L Gerencia General: Indicadas V°B° Gerencia Regional de Desarrollo Economico: Aprobado Sub Gerencia de Produccion: Ing. Escala: Diseño: Fecha: Presidencia Regional: LOCALIDAD DE CRISTALES EXPORTACION DE ABEJAS PARA LA PRODUCCION 06 CORRALES DE MIEL, POLEN y CERA EN EL DPTO. DE TUMBES DETALLES DE POZO SEPTICO Econ. HILDA CRESPO ARIAS Ing. WILMER DIOS BENITEZ Ing. RAFAEL SUNCION SABALU Dr. FERNANDO QUINTANA INFANTE SEPT. 2008

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
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File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, Design, drainage, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, septic, sites, tank, wasser bestimmung, water