Sewer Tho Eyes For Venting With Tube Pvc DWG Block for AutoCAD

Sewer Tho Eyes For Venting With Tube Pvc DWG Block for AutoCAD

Sewer for vent iat water cross Q=0.70m3/seg. with cross of channel

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

Peah, Var., Var., cut, Esc., Road axle, Channel axis, diameter, Geometric characteristics, Concrete protection, simple, Progressive, Alc., Exit bottom coordinate, concrete, Stone masonry, cut, Esc., Cfs, Cfe, Long your B., height, Fill with selected material, Compacted by layers every cm., Affirmed, Cm support bed, With selected material, Input background level, Channel axis, Esc:, plant, Concrete masonry, Road axle, mesh, April, Construction irrigation canal new horizon iv stage, Additional lateral channel nh, approved:, Ministry of construction sanitation, National development institute, Special project alto huallaga, Executive direction, hooks, Sup, covering, Sole, Technical specifications, concrete, Mortar grout, Settled in concrete, Allowable effort, X.xxx, ground, work, date:, Bach. H. Lizama, scale:, drawing:, resident:, Ingº f. Sanchez v., Double blind pvc sewer, flat, reviewed:, supervised by:, designed by:, Ing. Vasquez ch., Study management, Road platform, Edge beam, Broken shaft, cut, Esc., Support bed, Layers every cm., Selected by, Stuffing with material, Pvc, Profiled tube, Plan nº:, San Martin, Apartment, gunpowder, new Horizon, Dist, place, Tocache, Prov, Location:, Road platform, Broken shaft, tube, cut, Esc., Pvc, Channel coated, Esc., cut, Profiled tube, Pvc, Simple concrete, Esc., Wing detail, Var., mesh, Esc., Wing detail, Road platform, Drain pipe double pvc eye, Print in esc, side, simple, Concrete protection, diameter, Sewer pipe pvc prog., side, Print in esc, Geometric characteristics, Progressive, Alc., Exit bottom coordinate, Stone masonry, concrete, cut, Esc., Channel axis, Esc:, plant, Channel axis, Concrete masonry, Var., April, Construction irrigation canal new horizon iv stage, Ministry of construction sanitation, National development institute, Special project alto huallaga, Executive direction, Broken shaft, cut, Esc., Cfs, Cfe, Long your B., height, Affirmed, Cm support bed, With selected material, Input background level, concrete, hooks, Sup, covering, Mortar grout, Settled in concrete, Sole, Allowable effort, X.xxx, ground, Study management, Pvc sewer, Bach. H. Lizama, scale:, drawing:, resident:, Ingº f. Sanchez v., flat, reviewed:, supervised by:, designed by:, work, Ing. Vasquez ch., Additional lateral channel nh, approved:, date:, Road platform, Edge beam, Technical specifications, Layers every cm., Selected by, Stuffing with material, Support bed, Pvc, Profiled tube, Esc., cut, mesh, Road axle, Fill with selected material, Compacted by layers every cm., Road axle, Broken shaft, cut, tube, Pvc, Esc., cut, Esc., Channel coated, Pvc, Profiled tube, Simple concrete, Esc., Wing detail, Esc., Wing detail, Plan nº:, San Martin, Apartment, gunpowder, new Horizon, Dist, place, Tocache, Prov, Location:, Road platform, Road platform, mesh

Raw text data extracted from CAD file:

PEAH , C I A C O N A L D I N S T I T U T O N E S A R R O L L O E D P R O Y E C T O E S P E C I A L A L T O H U A L L A G A N D A O N S T R U C C I M I N I S T E R I O D E V I Y V I E O N S A N E A M I E N T O 1.41 0.45 0.20 1.30 2.00 1.41 4.82 1.10 1.41 45.00° 0.20 0.20 0.20 2.00 0.45 1.25 Var. 0.80 0.40 0.10 \U+22050.60 0.60 0.80 0.10 0.10 0.60 0.15 0.60 0.40 1.10 2.00 0.075 0.30 0.20 0.20 0.20 0.40 0.30 0.60 4.00 0.20 0.25 1.21 0.96 0.25 1.10 \U+22050.60 0.25 0.25 0.45 0.80 0.40 1.50 0.40 0.40 0.60 \U+22050.60 1.40 0.68 0.20 0.60 0.20 0.20 4.82 1.41 0.20 0.20 0.20 45.00° 0.40 2.00 0.40 0.20 1.41 1.10 0.90 0.40 \U+22050.60 0.60 0.40 1.25 0.80 0.95 0.45 2.05 0.25 1.35 0.53 4.00 0.30 0.50 0.20 0.60 1.11 0.60 0.40 0.45 0.80 0.25 0.25 0.50 2.05 0.90 0.60 0.20 0.60 0.77 0.40 0.80 2.00 0.40 \U+22050.60 \U+22050.60 1.55 2.00 0.60 0.20 0.60 \U+22050.60 \U+22050.60 0.10 0.10 1.60 0.20 0.60 0.40 Var. 2.00 0.075 0.35 0.25 0.15 0.10 0.60 0.50 1.07 6.50 7.30 0.25 0.25 0.64 0.90 0.80 0.60 1.25 0.80 3.24 0.60 2.99 0.25 0.45 1.25 1.45 7.45 6.65 0.25 0.25 0.64 1.41 0.45 0.80 0.20 0.60 3.36 0.60 3.10 0.25 0.40 1.13 0.95 0.25 0.25 0.50 0.40 0.80 1.27 4.82 2.00 0.20 0.20 0.20 2.00 45.00° 2.00 1.27 1.27 4.82 0.20 0.20 0.20 0.20 0.20 0.20 2.20 0.40 0.40 2.00 0.20 2.00 1.27 2.00 0.30 \U+22050.60 \U+22050.60 0.80 0.40 0.25 0.25 0.45 1.55 2.20 2.00 0.40 0.60 0.20 0.60 0.40 \U+22050.60 \U+22050.60 0.40 0.20 5 5 CORTE C-C ESC. 1/50 EJE DE CARRETERA EJE DE CANAL 5 542.714 DIAMETRO CARACTERISTICAS GEOMETRICAS 5 5 541.939 PROTECCION DE CONCRETO SIMPLE f'c=175 Kg/cm2 PROGRESIVA N° ALC. 0+164.00 01 COTA DE FONDO DE SALIDA (CFS) CONCRETO f'c=175 kg/cm2 ALBAÑILERIA DE PIEDRA DE 10" 5 5 5 5 5 5 5 Ø3/8"@0.20 CORTE A-A ESC. 1/50 5 5 5 5 5 5 5 5 5 (m) CFS (m) (m) CFE LONG. TUB. (m) (m) ALTURA 541.924 541.989 7.45 0.60 1.13 5 5 RELLENO CON MATERIAL SELECCIONADO COMPACTADO POR CAPAS CADA 20 cm. 5 5 5 5 5 5 5 Ø3/8"@0.20 5 AFIRMADO 5 S=0.88% CAMA DE APOYO DE 20 cm CON MATERIAL SELECCIONADO 5 5 5 5 5 COTA DE FONDO DE ENTRADA (CFE) 5 5 5 5 5 B B 5 4.82 2.00 EJE DE CANAL ESC: 1/50 PLANTA ALBAÑILERIA DE PIEDRA DE 10" CONCRETO FC'= 175 kg/cm2. A 5 5 5 5 5 5 5 5 4.82 5 5 D EJE DE CARRETERA E C 5 MALLA Ø3/8"@0.20 Ø1/2"@0.20 5 5 5 5 E 5 5 D 5 C 5 5 A 5 ABRIL 2005 CONSTRUCCION CANAL DE IRRIGACION NUEVO HORIZONTE IV ETAPA Canal Lateral NH 2A - Adicional N° 02 APROBADO: MINISTERIO DE VIVIENDA, CONSTRUCCION Y SANEAMIENTO INSTITUTO NACIONAL DE DESARROLLO PROYECTO ESPECIAL ALTO HUALLAGA Dirección Ejecutiva -C:H 1:10 e=3" GANCHOS -Losa Sup. : 3.5cm -Muros : 4cm RECUBRIMIENTO SOLADO ESPECIFICACIONES TECNICAS -Muros CONCRETO f'c=210 kg/cm2 -Cimentaciones -Ø1/2" 30cm y emboquillada con mortero 1:3. -Piedra asentada en concreto f'c=175kg/cm2 ESFUERZO ADMISIBLE x.xxx Kg/cm2 s DEL SUELO t= - Ø3/8" 25cm OBRA : FECHA: 1/50 BACH. H. LIZAMA ESCALA: DIBUJO: RESIDENTE: INGº F. SANCHEZ V. INGº F. SANCHEZ V. Alcantarilla PVC Ø24" - Doble Ojo PLANO : REVISADO: SUPERVISADO POR: DISEÑADO POR: INGº J. VASQUEZ CH. Dirección de Estudios 5 PLATAFORMA DE CAMINO 5 5 5 5 5 VIGA DE BORDE 5 5 5 5 5 EJE DE QUEBRADA 5 CORTE E-E ESC. 1/50 5 5 5 5 5 CAMA DE APOYO CAPAS CADA 20 cm. SELECCIONADO POR RELLENO CON MATERIAL 5 5 PVC Ø24" TUBO PERFILADO PLANO Nº: OA-01 SAN MARTIN DPTO: POLVORA NUEVO HORIZONTE DIST : LUGAR : TOCACHE PROV : UBICACION: PLATAFORMA DE CAMINO 5 5 5 5 5 EJE DE QUEBRADA 5 SOLADO, e=0.075m Tubo Tubo CORTE D-D ESC. 1/25 PVC PVC 5 5 5 5 5 CANAL REVESTIDO S=0.15% 5 5 5 5 5 ESC. 1/50 CORTE B-B 5 5 5 TUBO PERFILADO PVC Ø24" CONCRETO SIMPLE f'c=175 Kg/cm2 Ø3/8"@0.20 5 Ø3/8"@0.20 5 Ø1/2"@0.20 SOLADO, e=0.075m 5 ESC. 1/25 DETALLE DE ALA Var. MALLA Ø3/8"@0.20 ESC. 1/25 DETALLE DE ALA Ø1/2"@0.20 5 5 5 5 PLATAFORMA DE CAMINO 5 5 5 SOLADO, e=0.075m ALCANTARILLA TUBO PVC Ø=24" - DOBLE OJO IMPRIMIR EN T/A1 ESC 1/50 LATERAL 2A 5 5 SIMPLE f'c=175 Kg/cm2 PROTECCION DE CONCRETO DIAMETRO ALCANTARILLA TUBO PVC Ø=24" - PROG. 0+580.40 LATERAL 2A IMPRIMIR EN T/A1 ESC 1/50 CARACTERISTICAS GEOMETRICAS 5 5 (m) 0.60 0+561.00 PROGRESIVA 01 N° ALC. COTA DE FONDO DE SALIDA (CFS) ALBAÑILERIA DE PIEDRA DE 10" CONCRETO f'c=175 kg/cm2 5 5 5 541.517 5 Ø3/8"@0.20 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A ESC. 1/50 540.742 5 EJE DE CANAL 2.00 5 4.82 B ESC: 1/50 PLANTA EJE DE CANAL 5 5 ALBAÑILERIA DE PIEDRA DE 10" CONCRETO FC'= 175 kg/cm2. A B 5 5 5 5 5 5 5 Var. 5 5 S=0.30% ABRIL 2005 CONSTRUCCION CANAL DE IRRIGACION NUEVO HORIZONTE IV ETAPA MINISTERIO DE VIVIENDA, CONSTRUCCION Y SANEAMIENTO INSTITUTO NACIONAL DE DESARROLLO PROYECTO ESPECIAL ALTO HUALLAGA Dirección Ejecutiva 5 EJE DE QUEBRADA 5 CORTE C-C ESC. 1/50 540.730 (m) CFS 540.784 7.30 (m) (m) CFE LONG. TUB. (m) ALTURA 1.07 5 5 5 5 5 5 AFIRMADO 5 Ø3/8"@0.20 5 5 S=0.75% CAMA DE APOYO DE 20 cm CON MATERIAL SELECCIONADO 5 5 5 5 5 5 5 5 COTA DE FONDO DE ENTRADA (CFE) CONCRETO f'c=210 kg/cm2 -C:H 1:10 e=3" GANCHOS -Losa Sup. : 3.5cm -Muros : 4cm RECUBRIMIENTO - Ø3/8" 25cm -Ø1/2" 30cm y emboquillada con mortero 1:3. -Piedra asentada en concreto f'c=175kg/cm2 SOLADO -Muros -Cimentaciones ESFUERZO ADMISIBLE x.xxx Kg/cm2 s DEL SUELO t= Dirección de Estudios Alcantarilla PVC Ø24" 1/50 BACH. H. LIZAMA ESCALA: DIBUJO: RESIDENTE: INGº F. SANCHEZ V. INGº F. SANCHEZ V. PLANO : REVISADO: SUPERVISADO POR: DISEÑADO POR: OBRA : INGº J. VASQUEZ CH. Canal Lateral NH 2A - Adicional N° 02 APROBADO: FECHA: PLATAFORMA DE CAMINO 5 5 5 5 5 5 5 5 VIGA DE BORDE 5 ESPECIFICACIONES TECNICAS 5 5 5 5 CAPAS CADA 20 cm. SELECCIONADO POR RELLENO CON MATERIAL CAMA DE APOYO PVC Ø24" TUBO PERFILADO ESC. 1/50 CORTE E-E 5 5 5 5 Ø1/2"@0.20 Ø1/2"@0.20 MALLA Ø3/8"@0.20 5 5 EJE DE CARRETERA D 4.82 5 5 RELLENO CON MATERIAL SELECCIONADO COMPACTADO POR CAPAS CADA 20 cm. E EJE DE CARRETERA C 5 5 5 E 5 5 D 5 5 A 5 5 C EJE DE QUEBRADA 5 5 SOLADO, e=0.075m CORTE D-D 5 5 Tubo PVC ESC. 1/25 5 5 5 CORTE B-B ESC. 1/50 CANAL REVESTIDO PVC Ø24" TUBO PERFILADO 5 5 Ø3/8"@0.20 CONCRETO SIMPLE f'c=175 Kg/cm2 5 5 5 Ø3/8"@0.20 SOLADO, e=0.075m 5 ESC. 1/25 DETALLE DE ALA 5 ESC. 1/25 DETALLE DE ALA Ø1/2"@0.20 5 PLANO Nº: OA-02 SAN MARTIN DPTO: POLVORA NUEVO HORIZONTE DIST : LUGAR : TOCACHE PROV : UBICACION: PLATAFORMA DE CAMINO 5 5 5 PLATAFORMA DE CAMINO SOLADO, e=0.075m MALLA Ø3/8"@0.20 5

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, channel, cross, DWG, kläranlage, pvc, sewer, treatment plant, tube, vent, water