Sewer Network Details DWG Detail for AutoCAD

Details sewer network.

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

top, neck, cone, wall, Var, variable, Plaster mortar cm. M. minimum, Plastering mortar to pipe arrival cm. variable, variable, Var, Var, Min, Var, variable, pending, Pipe length, Type pipe diameter, knot, Pvc, depth, departure, water well, Terrain quota, arrival, depth, Symbology, Flow direction, variable, Channel splicing plants, scale:, Mm handle, variable, variable, variable, variable, scale:, cut, variable, variable, variable, H ciclopio, Cut review well, top, neck, cone, wall, Var, variable, H. S., Raked stone molons, scale:, variable, Plaster mortar cm. M. minimum, H. S., Mm cm., Iron steps, Brick, masonry, Reinforced concrete cover, Plastering mortar to pipe arrival cm. variable, variable, Cut well, Raked stone molons, variable, H. S., scale:, H. S., Down, Reinforced concrete cover, Brick cover, Iron steps, Mm cm., masonry, Brick, cut, scale:, Plant cover hua for wells, Detail cover hºaº for wells, scale:, Home connections, scale:, cut, Review boxes, Alc. pluvial, Var, Alc. sanitary, tube, Brick, masonry, Hs, Connection of pipes to the well, Raked stone molons, Reinforced concrete cover, H. S., variable, H. S., scale:, Var, variable, Cyclopio, Coated interior polished, H. S., Hada, scale:, plant, Mm handle, Alc. pluvial, Alc. sanitary, cut, tube, unscaled, scale:, cut, unscaled, Roadway sump, Penetrate at least, Pressure through hole, curb, Of the grid, Stuck pin, molten iron, Grille, scale:, Crate of masonry, Brick var, road, Var, Min, Home connection, Deep pipe, Main pipe, Measure according to downpayment, Plant connection sink, Tube that arrives, Inner diameter of the downspout, Opening length, Exterior of the drain, Well inside, Through mouth, Notes:, scale:, curb, Drawer for sump, Revision well, sidewalk, Home connection in, Shallow pipe, scale:, masonry, Brick, Leaky tape, scale:, Main pipe, mortar, Alc. Combined storm, Alk. sanitary, Outstanding, Minimum earning, Minimum earning, Outstanding, Alk. sanitary, Alc. Combined storm, Plug, Mortar of, Outlet pipe, curb, Main pipe, minimum, to the well, Cut type structure, concrete, Siphon, rack, minimum, scale:, gradient, sidewalk

Raw text data extracted from CAD file:

0.30 0.25 C .1 .1 0.68 0.90 0.60 0.30 0.60 0.90 0.30 0.10 .10 .07 0.30 0.60 0.90 0.60 0.90 0.13 G C 0.30 TAPA CUELLO CONO PARED VAR 0.25 VARIABLE 1.50 ENLUCIDO MORTERO 180 kg/cm² e = 2 cm. h = 0.80 m. mínimo 0.30 B 0.60 0.40 .07 .08 0.25 ENLUCIDO MORTERO HASTA LLEGADA DE TUBERÍA 180 kg/cm² e = 2 cm. h = VARIABLE H =ALTURA VARIABLE A C 0.20 D 0.60 B 0.40 .08 0.25 .07 F 0.30 .15 0.59 0.443 0.521 0.80 0.60 0.10 0.10 0.58 0.58 0.11 0.68 .09 .07 .09 = VAR 0.57 0.15 .08 0.25 .09 .09 .09 .09 .09 .09 .07 .07 .09 .09 .09 .09 .05 .07 .05 0.30 1.50 0.70 0.68 0.13 0.10 0.60 0.10 0.10 0.58 0.11 0.11 0.11 0.85 0.59 .07 .07 .10 0.45 .07 .07 0.11 H=var 0.50 0.70 = VAR = VAR min 30º 0.90 0.30 0.30 1.00 .07 VAR 0.25 VARIABLE 0.80 0.10 0.15 0.37 .06 .08 0.15 0.58 .06 0.10 0.45 .07 .07 0.25 0.225 0.30 0.288 0.358 0.59 .07 0.45 .07 0.10 0.28 0.07 0.07 0.70 Y PENDIENTE LONGITUD DE TUBERIA L=33.40m, P=0.60% TIPO Y DIAMETRO DE TUBERIA CT= 1182.85 NUDO 1.40 48 PVC d 200mm PROFUNDIDAD SALIDA POZO COTA DE TERRENO LLEGADA PROFUNDIDAD 1.50 SIMBOLOGÍA DIRECION FLUJO A1 = 1292.52 m² A2 = 1260.71 m² A1 = 1292.52 m² A1 = 1292.52 m² 0.30 0.25 C .1 .1 d = VARIABLE d = VARIABLE PLANTAS DE EMPALMES DE 3 Y 4 CANALES Escala: 1:20 AGARRADERA d=12 mm 0.68 0.90 0.60 d = VARIABLE 0.30 0.30 d = VARIABLE 0.60 0.90 0.30 d = VARIABLE A 0.30 d = VARIABLE 0.10 0.02 .10 .07 0.30 0.60 0.90 0.30 Escala: 1:10 CORTE O-O d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE 0.60 0.90 0.13 d=8 mm 0.30 A B G d = VARIABLE f ‘c = 210 kg/cm² C d = VARIABLE 0.30 180 kg/cm² Hº CICLOPIO POZO DE REVISION CORTE A-A TAPA CUELLO CONO PARED VAR 0.25 VARIABLE H. S. 180 kg/cm² 1.50 MOLONES O PIEDRA RASTRILLADA Escala: 1:20 d VARIABLE ENLUCIDO MORTERO 180 kg/cm² e = 2 cm. h = 0.80 m. mínimo H. S. 180 kg/cm² 0.30 d 12 mm @ 35 cm. PELDAÑOS DE HIERRO DE LADRILLO MAMPOSTERIA f ‘c = 210 kg/cm² B 0.60 TAPA DE HORMIGÓN ARMADO 0.40 .07 .08 0.25 ENLUCIDO MORTERO HASTA LLEGADA DE TUBERÍA 180 kg/cm² e = 2 cm. h = VARIABLE H =ALTURA VARIABLE POZO DE SALTO CORTE B-B MOLONES O PIEDRA RASTRILLADA A d VARIABLE H. S. 180 kg/cm² C Escala: 1:20 H. S. 180 kg/cm² 0.20 BAJANTE D G 0.60 TAPA DE HORMIGÓN ARMADO TAPA DE LADRILLO B 0.40 .08 0.25 .07 PELDAÑOS DE HIERRO d 12 mm @ 35 cm. F 0.30 E .15 f ‘c = 210 kg/cm² MAMPOSTERIA DE LADRILLO 0.59 0.443 0.521 0.80 0.60 0.10 0.10 CORTE H-H Escala: 1:10 0.58 PLANTA TAPA HºAº PARA POZOS 0.58 0.11 0.03 0.68 .09 DETALLE TAPA HºAº PARA POZOS .07 .09 Escala: 1:10 CONEXIONES DOMICILIARIAS Escala: 1:10 Escala: 1:10 CORTE D-D CAJAS DE REVISIÓN d=150mm. ALC. PLUVIAL = VAR d=100mm. ALC. SANITARIO 0.57 0.15 .08 0.25 .09 .09 .09 .09 .09 .09 .07 O TUBO 3/4″ .07 .09 .09 .09 .09 .05 f ‘c = 210 kg/cm² .07 O d=8 mm DE LADRILLO MAMPOSTERÍA .05 0.30 HºSº 210 kg/cm² CONEXIÓN DE TUBERÍAS AL POZO MOLONES O PIEDRA RASTRILLADA 1.50 0.70 0.68 TAPA DE HORMIGÓN ARMADO B H. S. 180 kg/cm² d VARIABLE H. S. 180 kg/cm² .07 Escala: 1:20 VAR 0.25 VARIABLE D 0.80 0.10 0.15 0.37 .06 Hº CICLOPIO 60% f ‘C 180 kg/cm² REVESTIDO Y PULIDO INTERIOR H. S. 180 kg/cm² .08 0.15 180 kg/cm² 13% 0.58 HºAº 210 kg/cm² Escala: 1:10 PLANTA .06 0.10 AGARRADERA d=12 mm 0.13 0.10 0.60 Ð 0.10 d=150mm. ALC. PLUVIAL d=100mm. ALC. SANITARIO 0.10 D 0.58 H 0.13 CORTE F-F TUBO 3/4″ SIN ESCALA 0.11 0.11 0.11 0.85 0.59 .07 d=8 mm .07 .10 0.02 Escala: 1:10 CORTE G-G SIN ESCALA 0.45 .07 .07 SUMIDERO DE CALZADA PENETRAR POR LO MENOS 0.025 PRESIÓN A TRAVES DEL ORIFICIO BORDILLO H 0.11 d=8 mm DE LA REJILLA PASADOR DE 5/8″ METIDO A HIERRO FUNDIDO REJILLA DE H=var F Escala: 1:10 CAJÓN DE MAMPOSTERÍA DE LADRILLO H = var 0.50 0.70 CALZADA = VAR = VAR min 30º CONEXIÓN DOMICILIARIA TUBERÍA PROFUNDA TUBERÍA PRINCIPAL C MEDIDA VARIABLE SEGÚN d DEL BAJANTE PLANTA CONEXIÓN SUMIDERO CALZADA-POZO 0.90 E TUBO EMPOTRADO QUE LLEGA (mm) G DIAMETRO INTERIOR DEL BAJANTE F LONGITUD DE LA ABERTURA (cm) 0.30 D d EXTERIOR DEL BAJANTE B d INTERIOR DEL POZO A BOCA DE PASO NOTAS: 0.30 Escala: 1:50 BORDILLO 1.00 CAJÓN PARA EL SUMIDERO PC E E POZO DE REVISIÓN ACERA Ð CONEXIÓN DOMICILIARIA EN TUBERÍA POCO PROFUNDA Escala: 1:25 0.45 .07 MAMPOSTERIA DE LADRILLO .07 0.25 0.225 CINTA GOTERA 2% Escala: 1:25 0.30 TUBERÍA PRINCIPAL TUBERÍA PRINCIPAL MORTERO 1:2 d 150mm ALC. PLUVIAL O COMBINADO ACOMETIDA d 100mm ALC. SANITARIO PENDIENTE MÁXIMA 20% PENDIENTE MÍNIMA 2% Ð PENDIENTE MÍNIMA 2% PENDIENTE MÁXIMA 20% ACOMETIDA d 100mm ALC. SANITARIO d 150mm ALC. PLUVIAL O COMBINADO ENCHUFE 1:2 MORTERO DE TUBERÍA DE SALIDA 0.288 0.358 BORDILLO TUBERIA PRINCIPAL 0.59 .07 0.45 .07 0.10 MINIMO 0.28 0.07 0.07 AL POZO G G F ESTRUCTURA TIPO CORTE E-E HORMIGÓN SIFÓN DE REJILLA 0.70 MINIMO Escala: 1:25 2% (20%) GRADIENTE ACERA