Drainpipe DWG Block for AutoCAD

Rainwater downs structures; storm grates; conexooon storm strainer on roads; manhole with attached drop; pipe crossings in roads.

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

column, Asphalt folder, superstructure, Floor grille, Acot. In cm, Isometric of the rainfall, unscaled, Compacted, Tepetate stuffing, Acot. Cm, Without esc., diameter, of the tube, width of, Strain, Thicknesses, Bed, do not., Grille with hinges, Isometric, do not., Acot. In cm., Without esc., In superior road, Acot. In cm., Without esc., Plant detail of coladera, sidewalk, parapet, Heavy type, Grid plant, Without esc., Acot. In cm., cut, Without esc., Acot. In cm., Plate, Detail no., Without esc., Acot. In cm., Vars, Profile go, cut, Without esc., Acot. In cm., rack, Profile go, kind, Detail no., Without esc., Acot. In cm., In superior road, Acot. In cm., Without esc., Cut tie detail, sidewalk, Coladeira of fofo, parapet, Heavy type, steel pipe, Of ced., Acot. Cm, Rain grating detail, Without esc., parapet, sidewalk, Boards, Of solera de, cut, Acot. In cm, type plant, Acot. In cm, Frame with angle, Concrete template, Counter frame, Angle of, Concrete structure, Boards, Desolation of, see detail, cut, Acot. In cm, Cm boards, Desolation of, rack, do not., Concrete structure, both senses, Both beds, The coating of, The rods will be cm, Concrete template, Hinges, Detail no., Without esc., Acot. In cm., Acot. In cm, Detail type of pipe cross, unscaled, Acot. In cm, Plant pluvial connection, Esc., Type drop down well, Acot. In cm, unscaled, Flattened with mortar, Vars, Reinforced concrete slab, Concrete template, Firm concrete, Elev. template, departure, Elev. template, entry, Steps of fofo, Red brick wall annealed cm, Of mortar, Elev. From brocal, Asphalt folder, Cleaning ventilation log, Grid of fo.fo., Concrete perimeter, With stirrup rods, Attic collector, Of p.a.d., Coladunion, Between the atarjea, Rainfall, rack, pluvial, strainer, pluvial, Rainfall, Polyethylene, Elbow, Polyethylene, Garrison, Pipe, sewer system, tube of, existing, Gibault board, steel pipe, Cm, Steel elbow, Steel elbow, Steel elbow, Steel elbow, Boards, Desolation of, Counter frame, Angle of, Vars, Vars, detail, Pad tube, Pad tube, Concrete tube, Cm., Septum of cm., Pend. Roadway, sidewalk, Rain gauge, flabby., Vars, Vars, Level of subgrade, Bed, sand, minimum, sidewalk, Registration tap, Threaded welding, To the steel elbow, Road, steel pipe, Ced. from, P., Steel elbow, Ced. from, Road, sidewalk, Registration tap, Threaded welding, To the steel elbow, Registration tap, Threaded welding, To the steel elbow, Variable slope, In different parts, Of the bridge, Grinnell stand, For steel pipe, Fig. M., steel pipe, Ced. from, cross section, Rainfall, column

Raw text data extracted from CAD file:

COLUMNA CARPETA ASFALTICA SUPERESTRUCTURA REJILLA DE PISO ACOT. EN cm ISOMETRICO DE LA BAJADA PLUVIAL SIN ESCALA COMPACTADO RELLENO DE TEPETATE ACOT. cm Z A N J A T I P O SIN ESC. A 20 30 0.90 0.70 D (cm) C DIAMETRO DEL TUBO ANCHO DE CEPA (m) ESPESORES DE CAMA (cm) 12.00 10.00 T A B L A No. 1 45 1.20 16.00 61 1.40 16.00 REJILLA CON BISAGRAS ISOMETRICO D E T A L L E No. 2 ACOT. EN CM. SIN ESC. EN VIALIDAD SUPERIOR ACOT. EN CM. SIN ESC. PLANTA DETALLE DE COLADERA BANQUETA PARAPETO DE 60x70 TIPO PESADO 2 2' PLANTA DE REJILLAS SIN ESC. ACOT. EN cm. CORTE 2 - 2' SIN ESC. ACOT. EN cm. PLACA DE 1/4" 3 DETALLE No. 3 SIN ESC. ACOT. EN cm. 5 L=19 4 VARS 3/8"d 6 ~ PERFIL IR 152x18 Kg/m CORTE 3 - 3' SIN ESC. ACOT. EN cm. 3' 3 REJILLA REJILLA PERFIL IR 152x18 Kg/m 6 TIPO TIPO PL e=3/8" ~ DETALLE No. 4 SIN ESC. ACOT. EN cm. EN VIALIDAD SUPERIOR ACOT. EN CM. SIN ESC. CORTE DETALLE DE COLADERA BANQUETA COLADERA DE fo.fo. PARAPETO DE 60x70 TIPO PESADO TUBO DE ACERO DE d=6" CED. 40 ACOT. cm DETALLE DE REJILLA PLUVIAL SIN ESC. PARAPETO BANQUETA C' D' D C TABLEROS DE 100 x 119 DE SOLERA DE 3" x 1/2" @ 4 cm CORTE D-D' ACOT. EN cm ESC.1:50 PLANTA TIPO ACOT. EN cm ESC.1:50 MARCO CON ANGULO DE 3"x3"x 1/4" PLANTILLA DE CONCRETO f'c=100 Kg/cm2 CONTRAMARCO DE ANGULO DE 3"x3"x1/4" CONCRETO EN ESTRUCTURA DE f'c=200 Kg/cm2 TABLEROS DE 100 x 119 DESOLERA DE 3" x 1/2" @ 4 cm VER DETALLE 1 CORTE C-C' ACOT. EN cm ESC.1:50 TABLEROS DE 100 x 119 cm DESOLERA DE 3" x 1/2" @ 4 cm S= 0.002 1 L A 10.10 1.10 B 1.25 C 9.30 D 10.50 REJILLA No. CONCRETO EN ESTRUCTURA DE f'c=200 kg/cm2 Vs 1/2" @ 20 AMBOS SENTIDOS AMBOS LECHOS EL RECUBRIMIENTO DE LAS VARILLAS SERA DE 3 cm PLANTILLA DE CONCRETO f'c=100 Kg/cm2 BISAGRAS BISAGRAS 2 3 6.20 1.10 1.25 5.40 6.60 11.15 1.10 1.25 10.35 11.55 3 DETALLE No. 1 SIN ESC. ACOT. EN cm. ACOT. EN cm DETALLE TIPO DE CRUCE DE TUBERÍA SIN ESCALA A A' ACOT. EN cm PLANTA - CONEXIÓN DE COLADERA PLUVIAL ESC. 1:20 POZO DE VISITA TIPO CON CAIDA ACOT. EN cm SIN ESCALA CEMENTO-ARENA 1:3 APLANADO CON MORTERO f`=200 kg/cm Vars. 3/8" @ 20 LOSA DE CONCRETO ARMADO 2 \A1;d PLANTILLA DE CONCRETO SIMPLEf'c=100 Kg/cm2 FIRME DE CONCRETO f'c=150 Kg/cm2 ELEV. PLANTILLA SALIDA ELEV. PLANTILLA ENTRADA ESCALONES DE Fo.Fo. MURO DE TABIQUE ROJO RECOCIDO DE 28 cm DE ESPESOR, JUNTEADO CON MORTERO CEMENTO-ARENA 1:4 \A1;60 ELEV. DE BROCAL CARPETA ASFALTICA REGISTRO DE VENTILACION Y LIMPIEZA BROCAL Y REJILLA DE Fo.Fo. TRABE PERIMETRAL DE CONCRETO DE f'c=150 Kg/cm2 CON 3 VARILLAS DE 3/8" Y ESTRIBOS DE 1/4" @ 20 \A1;E \A1;20 \A1;25 \A1;A \A1;20 \A1;5 \A1;8 \A1;50 \A1;d \A1;F \A1;40 1O 15 15 \A1;30 \A1;30 \A1;H ATARJEA O COLECTOR DE P.A.D. COLADUNION 45° ENTRE LA ATARJEA Y LA DESCARGA PLUVIAL REJILLA PLUVIAL COLADERA PLUVIAL DESCARGA PLUVIAL DE POLIETILENO Ø=20 CODO DE POLIETILENO DE 45° GUARNICIÓN \A1;15 \A1;63 \A1;15 \A1;15 \A1;69 \A1;15 \A1;14 \A1;46 \A1;59 TUBERÍA DE DRENAJE TUBO DE Ø=8" ASBESTO-CEMENTO EXISTENTE JUNTA GIBAULT TUBO DE ACERO DE Ø=8", L= 25 cm \A1;10 CODO DE ACERO DE 45° x 8" Ø CODO DE ACERO DE 45° x 8" Ø CODO DE ACERO DE 45° x 8" Ø CODO DE ACERO DE 45° x 8" Ø \A1;20 \A1;100 \A1;20 TABLEROS DE 100 x 119 DESOLERA DE 3" x 1/2" @ 4 cm CONTRAMARCO DE ANGULO DE 3"x3"x1/4" VARS 3/8"\U+2205 @ 20 L=15 30 B 30 B 5 20 20 60 20 20 C 5 20 60 20 D 20 5 20 110 20 20 L 20 20 A 20 \A1;33.5 \A1;103 \A1;277 \A1;120 \A1;20 \A1;151 \A1;20 2.5 2.5 \A1;15 \A1;20 VARS 3/8"\U+2205 @ 20 L=15 \A1;15 \A1;9.2 \A1;6 \A1;90 \A1;15 \A1;15 \A1;15 \U+2205 3/8"@ 20cm \U+2205 3/8"@ 20cm \U+2205 3/8"@ 20cm DETALLE 3 DETALLE 4 TUBO DE PAD 30 cm \U+2205 \A1;133 \A1;10 \A1;222 \A1;64 \A1;64 \A1;64 \A1;10 \A1;5 \A1;5 \A1;10 TUBO DE PAD 30 cm \U+2205 \A1;68 \A1;222 \A1;100 \A1;100 TUBO DE CONCRETO DE 38 cm. (15") Ø TABIQUE DE 28x14x7 cm. PEND. DE ARROYO VIAL (Proyecto) BANQUETA COLADERA PLUVIAL DE Fo.Fo. (TIPO) \A1;24 \A1;43 \A1;40 \A1;20 \A1;57 \A1;28 VARS. #3 @30 VARS. #5 @15 0.60 0.81 0.70 0.72 0.10 NIVEL DE SUBRASANTE CAMA DE ARENA \A1;VARIABLE MINIMO 70 \A1;D \A1;C \A1;A BANQUETA TAPON REGISTRO ROSCADO SOLDADO AL CODO DE ACERO VIALIDAD TUBERIA DE ACERO CED. 40 DE \U+2205=6" DESCARGA PLUVIAL 6 PZA. CODO DE ACERO 90° CED. 40 DE Ø=6" VIALIDAD BANQUETA TAPON REGISTRO ROSCADO SOLDADO AL CODO DE ACERO TAPON REGISTRO ROSCADO SOLDADO AL CODO DE ACERO PENDIENTE VARIABLE EN DIFERENTES PARTES DEL PUENTE SOPORTE GRINNELL PARA TUBO DE ACERO Ø= 6 " FIG. 262 @ 1.50 m. TUBERIA DE ACERO CED. 40 DE Ø=6" SECCIÓN TRANSVERSAL 1 DESCARGA PLUVIAL COLUMNA \A1;VARIABLE

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, drainpipe, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, manhole, maquinas, maschinenrauminstallations, provision, rainwater, roads, storm, strainer, structures, wasser bestimmung, water

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