Concrete Septic Tank DWG Block for AutoCAD

Concrete Septic Tank DWG Block for AutoCAD

Drainage system in areas where there is no network for municipal wastewater.

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

Plan no., scale, date, Acot:, draft:, drawing:, archive:, revised:, Committee of the federal program of construction of schools, Technical assistant, managing Director, State institute, Infrastructure, Educational physics, Flat thickness, Capacity dimensions, Complementary plans, Use this plan exclusively for the indicated installations., Pipe diameters in millimeters., Measurements in meters., This plane is complemented with the structural one., Chamfers integrated to the cast., Maximum slope input pipe, Ventilation is achieved through the sanitary facilities it serves., Structural septic tank, Maximum water level, pending, Get out, Of absorption, flabby, Pvc, flabby, Pvc., garden, level of, Cover projection, Cm, Cute connection, Pvc, Cap cm, Projection of, Exp., Of absorption, variable, Entrance of, services, Sanitary, Poor concrete, Template, Thick according to plans, Reinforced concrete wall, Pvc, flabby, Man record, variable, Projection of, Cap cm, flabby, Pvc, Cute connections, Cm, Man record, Wing, projection, Cm, Reinforced concrete cover, tarry, Seal with cardboard, Integrated chaflan, Seal with cardboard, tarry, Reinforced concrete cover, Cm, Man record, Reinforced concrete wall, Thick according to plans, finish, Apparent cast with, First cut, Pvc, flabby, Integrated chaflan, finish, Apparent cast with, do not., Maximum water level, pending, Seal with cardboard, tarry, Sanitary, Entrance of services, Registration projection, Man from cm, Hollow projection, register, Pvc, Cute connection, variable, minimum, minimum, variable, Maximum water level, variable, flabby, Pvc, Rod base handle, do not. Drowned, In the concrete., minimum, Reinforced concrete wall, Thick according to plans, finish, Apparent cast with, First cut, finish, Apparent cast with, Thick according to plans, Reinforced concrete wall, First cut, Apparent cast with, finish, Thick according to plans, Reinforced concrete wall, First cut, Reinforced concrete cover, Cm, First cut, plant, cut, Registration connection, detail, Armed, Cm., Man record, tarry, Seal with cardboard, Concrete cover, Serv. Sanits, Entrance of, do not., Esc., detail, Pvc cute connection, Esc., Entrance of health services, detail, Esc., detail, minimum, Rod base handle, do not. Drowned, In the concrete., variable, In concrete, do not. Drowned, Rod base handle, In concrete, Rod base handle, do not. Drowned, Integrated chaflan, Integrated chaflan, Wall, Tee shirt, Specifications:, Capacity dimensions

Raw text data extracted from CAD file:

PLANO No. ESCALA FECHA ACOT: PROYECTO: DIBUJO: ARCHIVO: REVISO: COMITE ADMINISTRADOR DEL PROGRAMA FEDERAL DE CONSTRUCCION DE ESCUELAS SUBDIRECTOR TECNICO : DIRECTOR GENERAL : Instituto Estatal de Infraestructura Física Educativa C A P A C I D A D D I M E N S I O N E S m3 a (m.) b (m.) 4.50 1.00 2.00 5.00 1.05 2.10 5.50 1.11 2.22 6.00 1.15 2.30 6.50 1.20 2.40 7.00 1.25 2.50 7.50 1.29 2.58 8.00 1.33 2.66 1.70 1.63 1.56 1.49 1.45 11.00 13.00 12.00 10.00 9.50 3.12 3.40 3.26 2.98 2.90 1.41 1.37 9.00 8.50 2.82 2.74 2.79 2.58 35.00 30.00 5.58 5.16 2.36 2.11 2.05 2.00 1.94 1.89 1.83 1.76 19.00 25.00 20.00 18.00 17.00 14.00 16.00 15.00 4.10 4.72 4.22 4.00 3.88 3.52 3.78 3.66 2.98 40.00 5.96 3.16 45.00 6.32 3.33 50.00 6.66 3.50 55.00 7.00 3.65 60.00 7.30 3.80 65.00 7.60 3.94 70.00 7.88 C= ESPESOR (Ver plano estructural) CAPACIDAD Y DIMENSIONES PLANOS COMPLEMENTARIOS N O T A S G E N E R A L E S 200.00 180.00 160.00 140.00 120.00 100.00 90.00 75.00 80.00 4.71 5.96 6.67 6.32 5.58 5.16 4.47 4.22 4.08 9.42 13.34 12.64 11.92 11.16 10.32 8.94 8.16 8.44 UTILIZAR ESTE PLANO EXCLUSIVAMENTE PARA LAS INSTALACIONES INDICADAS. DIAMETROS DE TUBERIA EN MILIMETROS. ACOTACIONES EN METROS. ESTE PLANO SE COMPLEMENTA CON EL ESTRUCTURAL. CHAFLANES INTEGRADOS AL COLADO. PENDIENTE MAXIMA TUBERIA DE ENTRADA 2%. LA VENTILACION SE LOGRA A TRAVES DE LOCALES SANITARIOS QUE SIRVE. I - 14.1 ESTRUCTURALES FOSA SEPTICA DE 4.50 A 12.00 m I - 14.2 ESTRUCTURALES FOSA SEPTICA DE 12.5 A 20.00 m 3 3 \A1;C \A1;a/2 \A1;a/2 \A1;C \A1;C \A1;a/2 \A1;a/2 \A1;C \A1;minimo 0.23 \A1;1.10 \A1;0.26 \A1;0.75 \A1;c \A1;c \A1;0.07 \A1;0.75 \A1;0.14 \A1;0.42 \A1;0.14 \A1;variable \A1;0.20 \A1;0.30 \A1;0.20 \A1;2.20 \A1;c \A1;0.07 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.07 \A1;0.05 \A1;0.05 \A1;0.10 \A1;c \A1;0.47 \A1;C \A1;VARIABLE \A1;C \A1;1.03 \A1;VARIABLE \A1;0.05 \A1;0.08 \A1;c \A1;0.07 \A1;0.15 \A1;c \A1;b \A1;c \A1;a \A1;c \A1;0.09 \A1;VARIABLE \A1;0.40 \A1;c \A1;0.08 \A1;minimo 0.15 \A1;1.03 \A1;1.03 \A1;c \A1;a/2 \A1;a/2 \A1;c \A1;a \A1;c \A1;a \A1;c \A1;1.50 \A1;0.47 \A1;c \A1;minimo 0.23 \A1;VARIABLE \A1;0.47 \A1;c \A1;0.08 \A1;0.10 \A1;0.10 \A1;1.03 \A1;c \A1;variable \A1;0.75 \A1;0.47 \A1;c \A1;0.08 \A1;minimo 0.15 \A1;0.07 NIVEL MAXIMO DE AGUA 5% PENDIENTE C a/2 a/2 C SALE A POZO DE ABSORCION FoFo d150 o PVC FoFo d150 o PVC. C a/2 a/2 C JARDIN NIVEL DE PROYECCION DE TAPA DE 70 x 70 cm CONEXION DE FoFo o PVC d150 TAPA 70 x 70 cm PROYECCION DE SALE A POZO O ZANJA DE ABSORCION c 0.47 C VARIABLE C 5 DE 2" ENTRADA DE SERVICIOS SANITARIOS CONCRETO POBRE PLANTILLA DE DE ESPESOR SEGUN PLANOS MURO DE CONCRETO ARMADO o PVC FoFo d150 REGISTRO HOMBRE 60 x 60 cm DE 2" VARIABLE PROYECCION DE TAPA 70 x 70 cm FoFo d150 o PVC o PVC d150 CONEXIONES DE FoFo DE 60 x 60 cm REGISTRO HOMBRE DE ASA PROYECCION DE 70 x 70 cm TAPA DE CONCRETO ARMADO ALQUITRANADO SELLAR CON CARTON CHAFLAN INTEGRADO SELLAR CON CARTON ALQUITRANADO TAPA DE CONCRETO ARMADO DE 70 x 70 cm 60 x 60 cm REGISTRO HOMBRE DE MURO DE CONCRETO ARMADO DE ESPESOR SEGUN PLANOS ESTRUCTURALES, ACABADO APARENTE COLADO CON CIMBRA DE PRIMERA o PVC FoFo d150 0.05 0.08 CHAFLAN INTEGRADO DE f'c=100 kg/cm 2 ESTRUCTURALES, ACABADO APARENTE COLADO CON c 5 No. 3 NIVEL MAXIMO DE AGUA PENDIENTE 5% SELLAR CON CARTON ALQUITRANADO 0.07 5 B ' B A A ' C ' C SANITARIOS ENTRADA DE SERVICIOS PROYECCION REGISTRO HOMBRE DE 60 x 60 cm PROYECCION HUECO DE REGISTRO o PVC d150 CONEXION DE FoFo c b c a c 5 VARIABLE 0.40 c 0.08 minimo 0.15 5 5 c a/2 a/2 c a c a c 1.50 0.47 c minimo 0.23 VARIABLE 0.47 c 0.08 0.10 5 NIVEL MAXIMO DE AGUA NIVEL MAXIMO DE AGUA 5 c variable 0.75 0.47 c 0.08 FoFo d150 o PVC ASA A BASE DE VARILLA No. 3 (10 mm) AHOGADA EN EL CONCRETO. minimo 0.15 5 MURO DE CONCRETO ARMADO DE ESPESOR SEGUN PLANOS ESTRUCTURALES, ACABADO APARENTE COLADO CON CIMBRA DE PRIMERA ESTRUCTURALES, ACABADO APARENTE COLADO CON DE ESPESOR SEGUN PLANOS MURO DE CONCRETO ARMADO CIMBRA DE PRIMERA APARENTE COLADO CON ESTRUCTURALES, ACABADO DE ESPESOR SEGUN PLANOS MURO DE CONCRETO ARMADO CIMBRA DE PRIMERA TAPA DE CONCRETO ARMADO DE 70 x 70 cm CIMBRA DE PRIMERA PLANTA CORTE A-A' REGISTRO Y CONEXION DETALLE A 70 x 70 cm ARMADO DE cm. REGISTRO HOMBRE ALQUITRANADO SELLAR CON CARTON TAPA DE CONCRETO SERV. SANITS. ENTRADA DE 5 No. 3 esc. 1:10 DETALLE B CONEXION DE FoFo o PVC esc. 1:10 ENTRADA DE SERVICIOS SANITARIOS DETALLE C esc. 1:10 DETALLE A DETALLE C DETALLE B minimo 0.23 5 5 0.75 c c ASA A BASE DE VARILLA No. 3 (10 mm) AHOGADA EN EL CONCRETO. 0.07 0.75 0.14 0.42 0.14 variable 0.20 0.30 0.20 5 c 5 EN EL CONCRETO No. 3 (10 mm) AHOGADA ASA A BASE DE VARILLA 0.10 0.10 0.10 5 0.05 EN EL CONCRETO ASA A BASE DE VARILLA No. 3 (10 mm) AHOGADA 0.05 CHAFLAN INTEGRADO DE 2" CHAFLAN INTEGRADO DE 2" PARED VER PLANTA ADOSAR TEE A 0.10 ESPECIFICACIONES: C A P A C I D A D D I M E N S I O N E S m3 a (m.) b (m.) 4.50 1.00 2.00 5.00 1.05 2.10 5.50 1.11 2.22 6.00 1.15 2.30 6.50 1.20 2.40 7.00 1.25 2.50 7.50 1.29 2.58 8.00 1.33 2.66 1.70 1.63 1.56 1.49 1.45 11.00 13.00 12.00 10.00 9.50 3.12 3.40 3.26 2.98 2.90 1.41 1.37 9.00 8.50 2.82 2.74 2.79 2.58 35.00 30.00 5.58 5.16 2.36 2.11 2.05 2.00 1.94 1.89 1.83 1.76 19.00 25.00 20.00 18.00 17.00 14.00 16.00 15.00 4.10 4.72 4.22 4.00 3.88 3.52 3.78 3.66 2.98 40.00 5.96 3.16 45.00 6.32 3.33 50.00 6.66 3.50 55.00 7.00 3.65 60.00 7.30 3.80 65.00 7.60 3.94 70.00 7.88 CAPACIDAD Y DIMENSIONES 200.00 180.00 160.00 140.00 120.00 100.00 90.00 75.00 80.00 4.71 5.96 6.67 6.32 5.58 5.16 4.47 4.22 4.08 9.42 13.34 12.64 11.92 11.16 10.32 8.94 8.16 8.44

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	areas, autocad, block, concrete, drainage, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, municipal, network, provision, septic, sewage, system, tank, trench, wasser bestimmung, wastewater, water