Water Catchment Slope Type DWG Detail for AutoCAD

Water Catchment Slope Type DWG Detail for AutoCAD

Details – dimensions – axonometric

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

typical, Concrete data, typical, Use waterproofing according to, With mixed water, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Overlaps:, Slab of, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, Wet camera, in general, slab, Dry outdoor camera:, relationship, For pressure fluids., Pipe pvc fittings must meet the ntp., note, Overflow pipe diameter must be, According to the maximum coverage of the spring., Concrete data, Drawing: jorge bailon christian garcia, typical, network, your B. Overflow pvc, variable, your B. Pvc overflow, Ground level, your B. Exit, Water network, metal lid, classified, granular material, gravel, Waterproof material, Simple concrete, network, your B. Overflow cleaning, Overflow cone, plant, cut, valve, Pvc pipe, gate, Cone of, Overflow, Holes, Cleaning according to conditions, Of the long. Min., gravel, variable, Niv Water, Union sp, minimum, Elbow sp, channel of, Simple concrete, Niv Water, minimum, Esc., typical, typical, Armor court, Esc., Armor court, Esc., Concrete data, Hydraulic seal, Seated stone, concrete, Pipe of, Overflow, Hydraulic seal detail, Esc., see detail, Grout, Runoff, Ground level, Concrete data, mesh, sewer system, Spring, Union sp pvc, Pr pvc adapter, Pvc overflow cone, Elbow sp pvc, gate valve, accessories, Pvc basket, item, description, Cant, Male cap pvc sp, Universal union of pvc, Tee sp pvc, Use waterproofing according to, With mixed water, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Overlaps:, Slab of, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, Wet camera, in general, slab, Dry outdoor camera:, relationship, For pressure fluids., Pipe pvc fittings must meet the ntp., note, Dimensioning of the overflow pipe should be, Be according to the maximum yield of the spring, cut, Esc., Sealing slab, Armor plant, Esc., typical, metal lid, Concrete data, Hydraulic seal, Seated stone, concrete, see detail, mesh, Concrete data, your B. Overflow pvc, Cleaning according to conditions, Of the long. Min., Concrete data, Esc., Concrete data, Esc., plant, elevation, catchment, sector:, scale, Design drawing:, sheet, date, Location:, flat:, draft:, Indicated, District municipality of santa rosa, Of water services basic sanitation in the annexes of in the district of santa provincia de grado, Apurimac, Grade, Saint Rose, Patahuasi, Dpto., Prov., Dist., location, Patahuasi, Cpu

Raw text data extracted from CAD file:

A A \A1;VARIABLE \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.86 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.16 \A1;0.86 \A1;0.10 \A1;0.10 \A1;0.40 \A1;1.16 \A1;0.05 \A1;0.15 \A1;0.86 \A1;0.05 \A1;0.15 \A1;1.20 \A1;0.05 \A1;1.00 \A1;0.15 \A1;1.26 \A1;0.10 ±0.00 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.86 \A1;0.15 \A1;0.50 \A1;0.10 \A1;0.05 \A1;0.13 \A1;0.60 \A1;0.05 \A1;0.15 \A1;1.15 \A1;0.10 \A1;0.60 \A1;0.40 \A1;0.35 \A1;0.20 \A1;0.30 \A1;45° \A1;VARIABLE \A1;0.20 TIPICO \A1;0.20 TIPICO \A1;0.05 \A1;0.20 \A1;0.20 DADO DE CONCRETO f'c=140Kg/cm2 0.30x0.20x0.20 -200.560078979131 -200.560078979131 \A1;0.50 \A1;0.20 \A1;0.29 \A1;0.10 \A1;0.12 \A1;0.10 \A1;0.15 TIPICO d1/4"@.15 -199.8174348815145 FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d1/2"= 0.50cm d3/8"= 0.40cm d1/4"= 0.30cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f'y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f'c=210 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm f'c=140Kg/cm2 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) PARA FLUIDOS A PRESION. -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 NOTA : -EL RECUBRIMIENTO DEL DIAMETRO DE LA TUBERIA DE REBOSE DEBE ESTAR DE ACUERDO AL RECUBRIMIENTO MAXIMO DEL MANATIAL. \A1;2.00 \A1;0.50 -143.4623703739871 0.30x0.20x0.20 f'c=140Kg/cm2 DADO DE CONCRETO -143.4623703739871 \A1;0.50 \A1;1.00 \A1;0.15 \A1;0.15 DIBUJO: JORGE BAILON / CHRISTIAN GARCIA . \A1;0.15 TIPICO \A1;0.13 \A1;0.15 \A1;0.50 \A1;1.00 A LA RED TUB. PVC DE SALIDA DE REBOSE Y VARIABLE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUB. PVC REBOSE NIVEL DE TERRENO TUB. SALIDA DE AGUA DE LA RED 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TAPA METALICA TAPA METALICA 0.60m x 0.60m f'c=140Kg/cm2 CLASIFICADO MATERIAL GRANULAR GRAVA MATERIAL IMPERMEABLE f'c=140Kg/cm2 CONCRETO SIMPLE 5 A LA RED TUB. LIMPIEZA Y REBOSE CONO REBOSE PLANTA CORTE B-B A A B B VALVULA DE TUBERIA DE PVC COMPUERTA CONO DE REBOSE 2 ORIFICIOS 5 LIMPIEZA SEGUN LAS CONDICIONES DEL TERRENO, LONG. MIN. 5m GRAVA VARIABLE NIV. AGUA UNION SP L=10m MINIMO CODO SP CANAL DE CONCRETO SIMPLE NIV. AGUA L=10m MINIMO ESC. 1:20 ESC. 1:20 d3/8"@.25 <> TIPICO d3/8"@.25 d1/4"@.15 d3/8"@.25 d3/8"@.25 d1/4"@.15 d3/8"@.25 d3/8"@.25 d3/8"@.25 <> TIPICO ARMADURA CORTE A-A ESC. 1:20 ARMADURA CORTE B-B ESC. 1:20 3 4 1 5 2 6 2 7 DADO DE CONCRETO f'c=140Kg/cm2 0.30x0.20x0.20m 5 SELLO HIDRAULICO PIEDRA ASENTADA CONCRETO f'c=100Kg/cm2 TUBERIA DE REBOSE 9 8 6 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 VER DETALLE 5 5 5 (ARCILLA O LECHADA DE CEMENTO) 5 ESCURRIMIENTO d3/8"@.25 d3"x2" NIVEL DE TERRENO 0.40m x 040m 5 0.30x0.20x0.20m f'c=140Kg/cm2 DADO DE CONCRETO 1.00 MALLA DRENAJE 0.15x0.15 DE MANANTIAL 5 5 UNION SP PVC d2" ADAPTADOR PR PVC d3/4"-1" CONO DE REBOSE PVC d2"x4" CODO 90° SP PVC d2" VALVULA DE COMPUERTA d3/4"-1" ACCESORIOS 6 5 4 3 2 1 CANASTILLA PVC d2" ITEM DESCRIPCION CANT. 1 3 2 1 1 3 2 9 TAPON MACHO SP PVC d2" 2 7 UNION UNIVERSAL DE PVC d3/4"-1" 2 8 TEE SP PVC d2" FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:3 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d1/2"= 0.50cm d3/8"= 0.40cm d1/4"= 0.30cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f'y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f'c=210 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm f'c=140Kg/cm2 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) PARA FLUIDOS A PRESION. -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. 399.002 NOTA : -EL DIMENSIONAMIENTO DEL DIAMETRO DE LA TUBERIA DEL REBOSE DEBE ESTAR DE ACUERDO AL RENDIMIENTO MAXIMO DEL MANANTIAL CORTE A-A ESC. 1:20 LOSA DE SELLADO ARMADURA PLANTA ESC. 1:20 d1/4"@.15 <> TIPICO 5 5 TAPA METALICA 0.60m x 0.60m DADO DE CONCRETO f'c=140Kg/cm2 0.30x0.20x0.20m SELLO HIDRAULICO PIEDRA ASENTADA CONCRETO f'c=100Kg/cm2 VER DETALLE MALLA 5 0.30x0.20x0.20m f'c=140Kg/cm2 DADO DE CONCRETO 1.00 TUB. PVC DE SALIDA DE REBOSE Y LIMPIEZA SEGUN LAS CONDICIONES DEL TERRENO, LONG. MIN. 5m DADO DE CONCRETO ESC. 1:10 DADO DE CONCRETO ESC. 1:10 PLANTA ELEVACION . CAPTACION SECTOR: ESCALA : A-01 DISEÑO Y DIBUJO: LAMINA : FECHA : FEBRERO-2016 UBICACION: PLANO: PROYECTO: INDICADA MUNICIPALIDAD DISTRITAL DE SANTA ROSA \W0.39118; “MEJORAMIENTO DE LOS SERVICIOS DE AGUA POTABLE Y SANEAMIENTO BASICO EN LOS ANEXOS \W0.39118; DE CANCO, CHIRIRQUI, CHOCCHOC, MARANSERAYOC,PALCA Y PATAHUASI, EN EL DISTRITO DE \W0.39118; SANTA ROSA, PROVINCIA DE GRAU - APURIMAC” APURIMAC GRAU SANTA ROSA PATAHUASI DPTO. PROV. DIST. LOCALIDAD Patahuasi CPU

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, axonometric, catchment, DETAIL, details, dimensions, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, slope, supply, treatment plant, type, wasserversorgung, water