Sewerage Detail DWG Detail for AutoCAD

Sewerage Detail DWG Detail for AutoCAD

We present details of delivery and sanitary sewer cameras

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

in fine, variable, to clean, nipple, plane no: from:, draft:, address:, contains:, general sanitary sewerage details, orifice, above, detail no., esc., inside the camera, holes, plant, esc., down, details central tapa, upper slab stirrup, simple concrete, plant, measured by the center, of the ring cap, see det., staircase for equal greater equal chambers., outside the camera, reinforcement distribution, camera type details, ed see det. do not, above, down, esc., section, concrete, canyon, general section, concrete, the height of the cane is equal to half of the outside of the tube, general sanitary sewerage details, mortar, repello, concrete, tapas, prof., note:, note:, section, plant, concrete, brick, section, repello, mortar, house box details, mt., for greater depths mt., the dimensions will be the same as mt., the thickness of sera of mt., when the walls are concrete, dimension, simple concrete, brick, concrete, level anden, both directions, cc in, the fill will be very well compacted will have protor., cement for rain connections., extra-strong gress piping for sanitary connections, road, connection hole, nipple, sardinel, facing line, esc., sardinel, repello, facing line, platform, concrete, simple concrete, mortar, brick, plant, minimum, note:, manifold, minimum, outdoor sewage network, minimum earring, in advance with the front box the box will be placed in this, profile, draws of home connection manifold, mortar, details sewer connection, Cement for collector, note:, charge factor, class, for low bearing capacity floors, this foundation is recommended, bc. min., compacted, selected very well, stuffing with material, minimum, minimum earring, surplus material, manifold, mortar, the house pipeline., mark a circle on the collector where it is going to tie, pierce with chisel without damaging the manifold., do not leave leftovers inside the manifold because it would cause obstruction, make the inside interior paste in waterproofed concrete.

Raw text data extracted from CAD file:

N.+/-0.00 EN FINO 45° 45° a 0.100 b a 0.049 .15 a 0.120 a 0.120 0.100 a c h c 0.120 0.120 0.100 \A1;h. variable \A1;.20 \A1;.25 \A1;1.20 \A1;.40 \A1;.15 \A1;.40 \A1;.60 \A1;.70 \A1;\U+2205.60 \A1;.15 \A1;L=.40 para limpiar \A1;.40 NIPLE \A1;Bc + .40 \A1;Bc \A1;.30 \A1;.100 \A1;.120 \A1;h \A1;.100 \A1;c \A1;.120 \A1;a \A1;c \A1;a \A1;a \A1;.120 \A1;.15 \A1;.049 \A1;.120 \A1;a \A1;a \A1;b \A1;.100 45° 45° PLANO No: DE: PROYECTO: PROYECTO: DIRECCION: CONTIENE: DETALLES GENERALES DE ALCANTARILLADO SANITARIO B' Orificio d2" d1/4"C/10 arriba DETALLE No. 4 ESC. 1:10 A' Interior de la camara d1.20 4 Orificios d3/4" B -4.274418696302146 PLANTA ESC. 1:10 d3/8"C/10 abajo DETALLES TAPA CENTRAL ESTRIBO LOSA SUPERIOR HORMIGON SIMPLE -4.274418696302146 PLANTA A Medida por el centro de la tapa del anillo 7 d3/8" Ver det. No.1 -4.274418696302146 -4.274418696302146 Escalera d3/4" c/30 para camaras mayores o iguales a 1.50 de profundidad. -4.274418696302146 -4.274418696302146 Exterior de la camara d1.50 Distribucion del refuerzo DETALLES DE CAMARA TIPO -4.274418696302146 -4.274418696302146 -4.274418696302146 24 Ed 3/8" Ver det. No 1 d1/4"C/10 arriba d3/8"C/10 abajo ESC. 1:10 SECCION B-B' Hormigon 175 Kg/cm2 -4.36663390984604 Cañuela SECCION GENERAL .20 .30 .20 175 Kg/cm2 Hormigon la altura de la cañuela es igual a la mitad del d exterior del tubo -4.274418696302146 DETALLES GENERALES DE ALCANTARILLADO SANITARIO 5 5 mortero 1-3 Repello 1cm. Hormigon h 175 Kg/cm2 5 c 5 0.70 0.40 Tapas 0.70 0.80 c 0.50 1.00 a h 1.00 1.20 prof. NOTA: 1.50 NOTA: 0.90 0.60 0.70 SECCION B-B' a B A' c d6" B' a a PLANTA A concreto Ladrillo o 5 .15 5 5 SECCION A-A' a Repello 1cm. mortero 1-3 DETALLES DE CAJA DOMICILIAR se usaran escalones y mayores a 1.50 mt. Para profundidades (h) mayores a 1.20 mt. las dimensiones seran iguales a las de 1.50 mt. el espesor de estos, sera de 0.10 mt. Cuando los muros sean de concreto 1.00 0.70 0.80 Dimension (2.500 psi) de 175 Kg/cm2 Concreto simple Ladrillo o concreto Nivel Anden ambas direcciones d3/8" a 0.15 cc en El relleno sera muy bien compactado y tendra 50% protor. y cemento para coneciones de lluvia. Se usara tuberia de gress o extrafuerte para conexiones sanitarias Calzada ORIFICIO DE CONEXION .40 NIPLE Sardinel a b Linea de paramento ESC. 1:10 Sardinel Repello 1cm. Linea de paramento ANDEN concreto 5 de 175 Kg/cm2 Concreto simple (2.500 psi) mortero 1-3 Ladrillo o PLANTA d 6" Minimo NOTA: COLECTOR d 6" Minimo Red Alcantarillado exterior Pendiente minima 1.0% 45° En vias con antejardin la Caja domiciliaria se colocara en este PERFIL 45° EMPATES DE CONEXION DOMICILIAR A COLECTOR MORTERO 1-2 DETALLES ACOMETIDA DE ALCANTARILLADO CIMENTATACION PARA COLECTOR NOTA: Bc + .40 FACTOR DE CARGA = 1.5 Bc CLASE "C" para suelos de baja capacidad portante .30 Esta cimentacion se recomienda 1/12 Bc. MIN. .10 .5 Bc COMPACTADO SELECCIONADO MUY BIEN RELLENO CON MATERIAL d 6" Minimo Pendiente minima 1.0% -1.170763827997483 material sobrante Colector d 10" MORTERO 1-2 MORTERO 1-2 la tuberia domiciliar. Marcar un circulo sobre el colector donde se va a empatar Perforar con cincel sin deteriorar el colector. No dejar sobrantes dentro del colector porque causaria obstruccion Hacer la pega interior y exterior en concreto 1:2 impermeabilizado.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	abwasserkanal, autocad, banhos, cameras, casa de banho, delivery, DETAIL, details, DWG, fosse septique, mictório, plumbing, present, sanitär, Sanitary, Sanitation, sewer, sewerage, toilet, toilette, toilettes, urinal, urinoir, wasser klosett, WC