Constructive Details Pluvial Sewer DWG Detail for AutoCAD

Consructive details of nsewer – Specifications to correct home connection

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

Street profiles, owner:, Association of self-employed workers, Drinking water system, draft:, Ing. Jhon espinoza, Contains:, January, Indicated, date:, scale:, President, Dr. Tito carrion, the Paradise, sheet, Accumulated, partial, ground, draft, cuts, Hydraulic data, Abscissa, Quota, Scales, Street, Urb. the mills, Jipiro park, Trade fair complex, Jipiro river, ground, Land mrs. Follow, Land, Heirs alvarez, Mr. Proano, Location, Urb. the mills, Jipiro park, Trade fair complex, Jipiro river, ground, Land mrs. Follow, Land, Heirs alvarez, Mr. Proano, Location, Illustrious municipality of pindal, Areas quotas, Storm drainage system, scale, parish:, Contains, date, Location, draft, approved, Revisions, date, do not., Store, province:, approved, Pindal, Ing, draft, Oswaldo, Thorny, G.o., drawing, Verified, canton:, File not., plane of, plants, scale, Splicing plants, Of three four channels, variable, Cyclopean, variable, variable, Cut review well, scale, Raked stone molons, variable, H.s., Plaster mortar, M. minimum, masonry, Brick, Iron slabs, Var., variable, wall, cone, neck, top, Cast iron cover, Fc, scale, Cut well, Raked stone molons, Until arrival pipe, variable, H.s., Iron slabs, Brick, masonry, Fc, Cast iron cover, Down, Brick cover, Plaster mortar, Notes:, Through mouth, Well inside, Second variable measure of down, Exterior of the drain, Tube that arrives, Opening length, Inner diameter of the downspout, Fc, Cast iron cover, Raked stone molons, Pipe connection to the well, H.s., variable, scale, variable, Var., Minimum slope, Maximum slope, Alc. pluvial, Plant of the, scale, Sink connection, curb, Drawer for the, sink, Revision well, Outlet pipe, sidewalk, Cut type structure, scale, Main ruby, minimum, Siphon, concrete, rack, Geadent, curb, Stuck pin, Pressure through hole, Penetrate at least, Of the grid, Roadway sump, scale, cut, unscaled, Leaky tape, road, Masonry, brick, to the well, minimum, cut, unscaled, curb, Masonry drawer, Of brick var., Grille, molten iron, Variable height, Brick block sector concrete pipes, Costructive details, Cast iron cover, scale:, date:, sheet, by:, Contains:, may, Specified., Rommel gomez

Raw text data extracted from CAD file:

PERFILES DE CALLES PROPIETARIO: ASOCIACION DE TRABAJADORES AUTONOMOS SISTEMA DE AGUA POTABLE PROYECTO: ING. JHON ESPINOZA Contiene: ENERO /99 INDICADAS FECHA: ESCALA: PRESIDENTE Dr. TITO CARRION ” EL PARAISO ” LAMINA #: / P2 0+000 0 2061.455 P4 0+121 121 2041.053 P5 0+155.96 34.96 2045.324 P6 0+202.87 46.91 2043.501 P7 0+247.52 44.65 2042.402 P8 0+307.52 60 2042.629 P9 0+381.52 74 2041.359 P11 0+517.32 135.8 2039.38 2035 2040 2045 2050 2055 2060 2065 ACUMULADA PARCIAL TERRENO PROYECTO CORTES DATOS HIDRAULICOS ABSCISAS COTA ESCALAS : H 1:1000 V 1:100 CALLE #1 URB. LOS MOLINOS PARQUE JIPIRO COMPLEJO FERIAL RIO JIPIRO TERRENO TERRENOS SRA. SIGUENZA TERRENOS HEREDEROS ALVAREZ SR. PROAÑO UBICACION URB. LOS MOLINOS PARQUE JIPIRO COMPLEJO FERIAL RIO JIPIRO TERRENO TERRENOS SRA. SIGUENZA TERRENOS HEREDEROS ALVAREZ SR. PROAÑO UBICACION \A1;0.90 \A1;0.60 \A1;0.30 \A1;0.90 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.30 \A1;C \A1;G \A1;0.68 \A1;0.15 \A1;.05 \A1;.05 \A1;0.25 \A1;0.30 \A1;1.50 \A1;0.70 \A1;0.25 \A1;VARIABLE \A1;CUELLO \A1;0.40 \A1;PARED \A1;1.50 \A1;VARIABLE \A1;0.25 \A1;VAR. \A1;CONO \A1;MIN 30ø \A1;0.40 \A1;0.20 \A1;C \A1;A \A1;D \A1;F \A1;0.90 \A1;0.30 \A1;0.30 \A1;.15 \A1;1.00 \A1;0.59 \A1; 0.443 \A1; 0.521 \A1;0.45 \A1;0.59 \A1;0.1 \A1;0.45 \A1;0.70 \A1;0.25 \A1;0.225 \A1;0.70 \A1;0.358 \A1;0.288 \A1;0.28 \A1;0.50 ILUSTRE MUNICIPIO DE PINDAL AREAS Y COTAS SISTEMA DE ALCANTARILLADO PLUVIAL Escala 1: 1500 Parroquia: Dic/00 CONTIENE : Fecha UBICACION : PROYECTO : APROBADO REVISIONES FECHA No. LOJA Provincia: Aprobado PINDAL ING Proyecto OSWALDO ESPINOSA G.O.A.G. Dibujo Verificado Canton: ARCHIVO No. PLANO 8 DE 9 A A B B PLANTAS ESCALA 1:20 ESCALA 1:20 PLANTAS DE EMPALMES DE TRES Y CUATRO CANALES 0.30 0.60 0.90 0.30 d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE d = VARIABLE 0.30 H CICLOPEO 180 KG/CM2 G C C 0.1 0.1 d = VARIABLE d = VARIABLE 0.30 0.90 d = VARIABLE d = VARIABLE POZO DE REVISION CORTE A-A ESCALA 1:20 1.50 MOLONES O PIEDRA RASTRILLADA d VARIABLE H S 180 KG/CM2 H.S. 180 KG/CM2 ENLUCIDO MORTERO 180 KG/CM2 e=2cm h=0.80 m. minimo 0.30 0.60 MAMPOSTERIA DE LADRILLO PELDANOS DE HIERRO C/35 cm d 12mm 0.25 VAR. VARIABLE 0.25 .08 .07 0.40 PARED CONO CUELLO TAPA TAPA DE HIERRO FUNDIDO F’c = 210 KG/CM2 B ESCALA 1:20 POZO DE SALTO CORTE B-B 0.40 0.25 0.30 A H S 180 KG/CM2 MOLONES O PIEDRA RASTRILLADA h=VARIABLE HASTA LLEGADA TUBERIA d VARIABLE KG/CM2 H.S. 180 e=2cm 180 KG/CM2 C/35 cm d 12mm PELDANOS DE HIERRO DE LADRILLO MAMPOSTERIA B 0.60 F’c = 210 KG/CM2 TAPA DE HIERRO FUNDIDO .07 .08 G BAJANTE D C 0.20 .15 F E TAPA DE LADRILLO ENLUCIDO MORTERO NOTAS: A BOCA DE PASO B d INTERIOR DEL POZO C MEDIDA VARIABLE SEGUN d DEL BAJANTE D d EXTERIOR DEL BAJANTE E TUBO EMPOTRADO QUE LLEGA (mm) F LONGITUD DE LA ABERTURA (cm) G DIAMETRO INTERIOR DEL BAJANTE F’c = 210 KG/CM2 0.07 0.08 0.0 TAPA DE HIERRO FUNDIDO 0.0 0.0 0.01 0.01 0.0 0.0 0.0 0.0 0.0 0.0 MOLONES O PIEDRA RASTRILLADA 1.50 CONEXION TUBERIAS AL POZO H S 180 KG/CM2 KG/CM2 H.S. 180 VARIABLE 0.25 ESCALA 1:20 d VARIABLE VAR. 0.30 0.90 0.30 PENDIENTE MINIMA 2% PENDIENTE MAXIMA 20% d 250mm. ALC. PLUVIAL PLANTA DE LA ESCALA 1:50 CONEXION SUMIDERO DE CALZADA-POZO BORDILLO CAJON PARA EL SUMIDERO POZO DE REVISION TUBERIA DE SALIDA -0.2841800907176548 PC -0.2841800907176548 ACERA E E ESTRUCTURA TIPO CORTE E-E ESCALA 1:25 RUBERIA PRINCIPAL 0.0 MINIMO SIFON DE HORMIGON REJILLA GEADIENTE 2% (20%) BORDILLO PASADOR DE 5/8″ METIDO A PRESION A TRAVES DEL ORIFICIO PENETRAR POR LO MENOS 0.025 DE LA REJILLA 2.460245442459307 2.460245442459307 .07 .07 0.035 2.460245442459307 0.035 2.460245442459307 SUMIDERO DE CALZADA ESCALA 1:10 F F 2.460245442459307 2.460245442459307 2.460245442459307 0.039 0.039 CORTE F-F SIN ESCALA CINTA GOTERA CALZADA MAMPOSTERIA DE LADRILLO AL POZO -15.86227100364831 -15.86227100364831 2% -15.86227100364831 -15.86227100364831 -15.86227100364831 0.07 0.07 -15.86227100364831 -15.86227100364831 0.07 0.07 MINIMO G G CORTE G-G SIN ESCALA 0.45 0.59 .07 .07 0.85 H=VAR .07 BORDILLO CAJON DE MAMPOSTERIA DE LADRILLO H = VAR. REJILLA DE HIERRO FUNDIDO H = ALTURA VARIABLE LADRILLO SECTOR =0.30 BLOQUE =0.30 H.S.=0.15 O TUBOS DE HORMIGON 0.60 0.30 0.30 DETALLES COSNTRUCTIVOS TAPA DE HIERRO FUNDIDO ESCALA: FECHA: LÁMINA : POR: CONTIENE: 1 / 1 MAYO /09 Específicada. ROMMEL GÓMEZ