Sewerage Details Various DWG Detail for AutoCAD

Sewerage Details Various DWG Detail for AutoCAD

DETAILS OF manholes, rushes, boxes, etc. and hydraulics like hydrants, valve boxes pipe foundations and AP meter.

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

Diameter according to type, cut, Psi concrete, Esc:, Concrete cap, plant, cut, Drain pan, social interest, living place, Hydraulic designs:, Vobo township, design:, project management, sewerage, Details networks, date:, scale:, Architect responsible:, Collaborators:, drawing:, location:, approved:, observations:, No plan, archive:, Contains:, draft:, Republic of, Colombia, concrete, Home connection, With stoneware yee, cut, concrete, Stoneware, variable, concrete, Yee of stoneware, variable, plant, cut, Of the external network, Reg., Cut log, measurer, Aconditioning detail, metal lid, archive:, No plan, observations:, approved:, location:, date:, scale:, Details network of, Collaborators:, Architect responsible:, Hydraulic designs:, drawing:, design:, Republic of, aqueduct, draft:, Contains:, Colombia, Anden level, I get packed, To procter, Simple concrete, flange, Simple concrete, Flush, psi., flange, elbow, Annealed brick, Take mortar, your B, Concrete cleaning, Waterproof pawn, dipstick, Simple concrete, Valve box, Hydrant body, flange, Hydrant scheme, Esc. without, Concrete cleaning, sewerage, Bogota, aqueduct, Simple concrete, Simple concrete, Light according to the case, Mouth key for transit, Take mortar, annealing, brick, Anchorage, I get packed, I get packed, side view, cut, Esc. without, cut, plant, Valve cap common type, Valve box layout, Esc without, aqueduct, Typical foundation, Pvc aqueduct pipe, Sand of, pain, I receive, pipeline, Of: cm for pipes, Horizontal dump sump, Variable height, Fully waterproofed, The mortar of pañete of the walls is of relation, Sardinel, platform, Variable height, cross section, scale, Step concrete, Diameter according to type, Excavation overhang, Flow output, class, cleaning, Poor concrete, note, For cane, Max., Soil study, Slope defined by, note, Above the back of the, filling, Larger diameter tube, Inner pane, Pvc, Ventilation tube, hooks, Fully waterproofed, Reinforced concrete, kind, Bottom plate, note, The entire cylinder height, Pane, Concrete class, From, Carved edge, Plate joint, masonry, note, Excavation, Theoretical limit, note, Max., handles, Ac class, hooks, Concrete cap, Perimeter geotextile, Masonry wall, Without reinforcement in, Mortar type, Brick, Similar type in, In ferroconcreto, Access cover, Cover plate in, Fully waterproofed, Ac class, reinforced concrete., detail, Geotextile splicing detail, Mortar layer, Bent geotextile, On the wall, For wells with depth between, Reinforcement plate type background, scale, Straps, Straps, Cover plate, Upper face reinforcement, scale, handles, note, scale, Lower face reinforcement, Cover plate, Cross-section cover plate, scale, detail, reinforcement, detail, living place, social interest, Vobo township, Cut log, Aconditioning detail, Reg., metal lid, Of the external network, measurer, side view, I get packed, Simple concrete, Concrete cleaning, Valve box layout, cut, Anchorage, I get packed, Simple concrete, Concrete cleaning, Esc. without, Take mortar, Mouth key for transit, Light according to the case, annealing, brick, Of: cm for pipes, Pvc aqueduct pipe, Typical foundation, Esc without, I receive, pain, Sand of, aqueduct, pipeline, Valve cap common type, plant, cut, Esc. without, Bogota, aqueduct, sewerage, Upper face reinforcement, note, handles, scale, Cover plate, Cover plate, Lower face reinforcement, scale, Cross-section cover plate, detail, scale, reinforcement, Drain pan, cut, Mayor of santa rosalia, November of, scale, digit, date:, flat, Indicated, location, observations, Stone, Mauricio guzman, design, Contains, draft, living place, use, Santa Rosalia, Villa adriana, M. P. No cdn, Arq. Mauricio guzman piedrahita, urbanization, Details, Aqueduct network, social interest, Vichada, Mayor: tito roberto guarin m., DC. From puerto carreño, Street nº, Topographers, Dario Salazar, Front acoustic shell

Raw text data extracted from CAD file:

0.25 \A1;0.50 \A1;DI Diámetro según tipo (A o B) \A1;14.63 \A1;0.20 0.40 \A1;2.92 \A1;d/3 \A1;0.10 \A1;De \A1;0.10 0.15 \A1;99.45 17,59 23,4 35,1 \A1;0.17 \A1;11.70 \A1;120.00° \A1;120.00° \A1;120.00° \A1;6.00 1.70 51 \A1;0.15 \A1;120.00° \A1;120.00° \A1;120.00° 51 \A1;0.15 \A1;51.00 \A1;.02 \A1;.03 \A1;.02 \A1;0.75 \A1;0.17 \A1;0.025 \A1;0.025 \A1;DI 51 \A1;0.15 \A1;120.00° \A1;120.00° \A1;120.00° 51 \A1;120.00° \A1;120.00° \A1;120.00° \A1;0.15 \A1;0.17 \A1;51.00 \A1;.02 \A1;0.75 \A1;.03 \A1;.02 .025 0.085 CORTE B-B .059 .38 .014 0.085 0.092 .50 .67 1/4" CONCRETO 3000 PSI 0.05 0.05 0.60 8 d 1/4" 0.90 8 d 1/2" 0.05 0.05 .61 1.25 1/2" B ESC: 1:20 TAPA EN CONCRETO B PLANTA CORTE D-D REJILLA PARA SUMIDERO INTERES SOCIAL VIVIENDA DISEÑOS HIDRÁULICOS: VoBo MUNICIPIO DISEÑO: GERENCIA DE PROYECTO ALCANTARILLADO DETALLES - REDES DE FECHA: ESCALA: -- : -- ARQUITECTO RESPONSABLE: COLABORADORES: DIBUJO: LOCALIZACION: APROBADO: OBSERVACIONES: 3 PLANO No.: ARCHIVO: CONTIENE: PROYECTO: REPUBLICA DE COLOMBIA Concreto 105 Kg/cm2 \U+2205 8" CONEXION DOMICILIARIA CON YEE DE GRES CORTE B-B Concreto 105 Kg/cm2 Codo de Gres L variable H variable 0.45 0.10 0,105 0,25 0,45 8" 0,30 \U+2205 6" Concreto 105 Kg/cm2 \U+2205 8" A Yee de Gres \U+2205 6" L variable 0,80 0,45 0,40 0,10 0,10 PLANTA CORTE A-A A B B DE LA RED EXTERIOR REG. REGISTRO DE CORTE MEDIDOR 275 82 108 190 3/4'' 1/2'' DETALLE ACOIMETIDA AF TAPA METALICA 0.310 .050 .0375 .040 .070 .040 -- : -- ARCHIVO: PLANO No.: 2 OBSERVACIONES: APROBADO: LOCALIZACION: FECHA: ESCALA: DETALLES - RED DE COLABORADORES: ARQUITECTO RESPONSABLE: DISEÑOS HIDRÁULICOS: DIBUJO: DISEÑO: REPUBLICA DE ACUEDUCTO PROYECTO: CONTIENE: COLOMBIA NIVEL DEL ANDEN RECEBO COMPACTADO AL 95% PROCTER B-200 CONCRETO SIMPLE BRIDA CONCRETO SIMPLE 245 Kg/cm2 O RASANTE 245 PSI. BRIDA \A1;1.00 CODO 0.25 0.50 LADRILLO RECOCIDO PEGA MORTERO 1:3 TUB PVC-UM d6" CONCRETO DE LIMPIEZA PAÑETE IMPERMEABILIZADO VARILLA # 4 CONCRETO SIMPLE 245 kg/cm2 140kg/cm2 \A1;0.20 \A1;0.20 \A1;0.08 CAJA VALVULA 0.25*0.25 CUERPO DEL HIDRANTE BRIDA ESQUEMA DE HIDRANTE d6" ESC. SIN CONCRETO DE LIMPIEZA CONCRETO DE LIMPIEZA \A1;0.08 \A1;0.20 \A1;0.20 \A1;0.08 ALCANTARILLADO BOGOTA Y ACUEDUCTO 50 35 340 218 95 37 10 14 37 14 10 25 385 10 35 220 10 10 298 10 20 15 CONCRETO SIMPLE 245 kg/cm2 245 kg/cm2 CONCRETO SIMPLE liviano o pesado, segun el caso Boca Llave para transito ø H=variable M Pega Mortero 1.3 Recocido Ladrillo \A1;0.20 \A1;0.20 ANCLAJE DE 0.5X0.5X0.5 140 kg/cm2 AL 95% RECEBO COMPACTADO 140kg/cm2 RECEBO COMPACTADO AL 95% VISTA LATERAL CORTE ESC. SIN ESC. SIN CORTE PLANTA TAPA VALVULA TIPO COMUN ESQUEMA CAJA VALVULA DI .50 De .10 .45 ESC --------------- SIN ACUEDUCTO CIMENTACION TIPICA TUBERIA PVC ACUEDUCTO ARENA DE PEÑA B-200 RECEBO TUBERIA 0.95 0.50 De: 7.30 cm PARA TUBERIAS d 2 1/2'' De: 8.90 cm PARA TUBERIAS d 3'' De/4 SUMIDERO DE REJILLA HORIZONTAL Y VERTEDERO VERTICAL ALTURA VARIABLE IMPERMEABILIZADO INTEGRALMENTE EL MORTERO DE PAÑETE DE LAS PAREDES ES DE RELACIÓN 1:2 SARDINEL ANDEN ALTURA VARIABLE \A1;44 \A1;68 \A1;12" \A1;6 \A1;12 \A1;1.00 \A1;1.00 \A1;6 \A1;1.24 \A1;\U+220518 \A1;7.2 \A1;31 \A1;8.64 \A1;8.64 \A1;8.64 \A1;7.2 1.00 0.430 0.430 .050 .235 .0375 1.00 0.430 0.430 .040 SECCION TRANSVERSAL ESCALA 1:20 e = 0.375 Concreto de 2a. Etapa Diámetro según tipo (A o B) Sobreancho de excavación Salida del flujo 5 Clase E (140 kg/cm2) de limpieza Concreto pobre (Ver nota 7) para cañuelas 1 h 3.00 2 max. Estudio de suelos Talud definido por (Ver Nota 15) por encima del lomo del Relleno 0.30m H tubo de mayor diámetro Panete interior 0.20 0.40 e=0.01 PVC d 2" Tubo ventilación Ganchos c/0.50 (fundida en sitio) impermeabilizado integralmente 5 en concreto reforzado Tipo B (280 kg/cm2) Placa de fondo 5 (Ver nota 10) toda la altura del cilindro C e=0.01 Panete d/3 0.10 De 0.10 C Concreto clase C 210 Kg/cm2 dde 8" a 16" 0.15 e = 0.25 5 Borde acartelado Unión de placa y mampostería (Ver nota 9) de excavación Límite teórico (Ver Nota 8) 5 h 1 max. Agarraderas 5 4.00 clase AC (280Kg/cm2) 5 Ganchos c/0.40 d3/4" \A1;Nucleo tapa concreto Geotextil perimetral Muro en mamposteria sin refuerzo interior, en y mortero tipo S ladrillo tolete recocido Tipo NT2000 o similar en en ferroconcreto Tapa de acceso 0.17 Placa de cubierta en impermeabilizado integralmente clase AC (280 kg/cm2) concreto reforzado. (Prefabricado) Detalle A DETALLE A DETALLE EMPALME GEOTEXTIL e= 0.01 m Capa de mortero Geotextil doblado sobre el muro G 1#3 5 5 5 J Para pozos con profundidad entre 0 y 4 m REFUERZO PLACA DE FONDO TIPO A K J ESCALA 1: 20 Flejes # 4 C/ 0.15 5 M N N M L J K Flejes #4 C/0.15 1.70 J K M L N L K N M L PLACA DE CUBIERTA REFUERZO CARA SUPERIOR F 1#3 E 1#3 H 1#3 ESCALA 1 : 20 5 Agarraderas (Ver Nota 8) A A 0.15 I 1#3 I 1#3 5 5 5 ESCALA 1 : 20 REFUERZO CARA INFERIOR PLACA DE CUBIERTA A 1# 4 B 1# 4 D 1# 4 C 1# 4 5 A A 0.15 70,2 5 A 1#4 SECCION TRANSVERSAL PLACA DE CUBIERTA (CORTE A - A) ESCALA 1:20 Detalle B .02 .03 .02 5 REFUERZO C 1#4 B 1#4 D 1#4 0.17 E 1#3 H 1#3 G 1#3 F 1#3 0.145 0.145 4,5 0.165 0.165 4,8 18 DETALLE B 0.025 0.025 VIVIENDA INTERES SOCIAL VoBo MUNICIPIO REGISTRO DE CORTE DETALLE ACOIMETIDA REG. TAPA METALICA DE LA RED EXTERIOR 275 108 3/4'' AF 190 MEDIDOR 82 1/2'' VISTA LATERAL \A1;0.20 \A1;0.20 \A1;0.08 ø RECEBO COMPACTADO 140 kg/cm2 CONCRETO SIMPLE CONCRETO DE LIMPIEZA AL 95% 245 kg/cm2 ESQUEMA CAJA VALVULA CORTE ANCLAJE DE 0.5X0.5X0.5 \A1;0.20 \A1;0.08 \A1;0.20 M AL 95% RECEBO COMPACTADO 140kg/cm2 CONCRETO SIMPLE 245 kg/cm2 CONCRETO DE LIMPIEZA ESC. SIN Pega Mortero 1.3 Boca Llave para transito liviano o pesado, segun el caso Recocido Ladrillo H=variable De: 8.90 cm PARA TUBERIAS d 3'' De: 7.30 cm PARA TUBERIAS d 2 1/2'' TUBERIA PVC ACUEDUCTO CIMENTACION TIPICA ESC --------------- SIN .10 De/4 De .50 RECEBO B-200 PEÑA ARENA DE ACUEDUCTO .45 DI TUBERIA TAPA VALVULA TIPO COMUN 20 PLANTA CORTE ESC. SIN 10 10 298 10 10 35 25 220 385 BOGOTA ACUEDUCTO 95 218 340 ALCANTARILLADO 15 35 50 10 37 Y 10 37 14 14 5 REFUERZO CARA SUPERIOR H 1#3 E 1#3 F 1#3 G 1#3 (Ver Nota 8) Agarraderas A 0.15 5 5 5 ESCALA 1 : 20 PLACA DE CUBIERTA I 1#3 A 5 PLACA DE CUBIERTA REFUERZO CARA INFERIOR ESCALA 1 : 20 5 5 5 C 1# 4 D 1# 4 B 1# 4 A 1# 4 A I 1#3 0.15 A SECCION TRANSVERSAL PLACA DE CUBIERTA 0.165 0.145 5 Detalle B .02 5 .03 ESCALA 1:20 REFUERZO (CORTE A - A) 4,8 0.165 .02 18 4,5 0.145 0.17 B 1#4 C 1#4 A 1#4 D 1#4 F 1#3 G 1#3 H 1#3 E 1#3 REJILLA PARA SUMIDERO 1.00 .040 .050 .235 .0375 .0375 0.430 .050 0.430 0.310 .040 1.00 CORTE D-D 0.430 0.430 .040 .070 ALCALDIA DE SANTA ROSALIA NOVIEMBRE DE 2005 ESCALA : DIGITO : FECHA: PLANO : LA INDICADA DE LOCALIZACION : OBSERVACIONES -ARQUITECTO- PIEDRAHITA MAURICIO GUZMAN DISEÑO : CONTIENE : PROYECTO : VIVIENDA USO SANTA ROSALIA VILLA ADRIANA M. P. No 25700-15312 CDN Arq. MAURICIO GUZMAN PIEDRAHITA URBANIZACION A5 5 DETALLES RED DE ACUEDUCTO INTERES SOCIAL VICHADA ALCALDE: TITO ROBERTO GUARIN M. C.C. 18.260.518 DE PUERTO CARREÑO CALLE 46 Nº 7-66 P&P TOPOGRAFOS DARIO SALAZAR FRENTE CONCHA ACUSTICA

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, boxes, DETAIL, details, DWG, foundations, hydrant, hydrants, hydraulics, kläranlage, manholes, pipe, sewerage, treatment plant, valve