Feedback DWG Block for AutoCAD

FEEDBACK FLOW IN HILLSIDE

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

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, External dry chamber:, relationship, For pressure fluids., Pipe fittings pvc must meet ntp., note, Overflow pipe shall be, According to the maximum coverage of the spring., Concrete data, Drawing: jorge bailon christian garcia, Potable water of florida, draft:, code:, Lamina nº:, January, date:, catchment, flat:, M. flowers, drawing:, Location:, Indicated, scale:, Region ancash province huaraz district pampas grande caserio la florida, typical, Stone seated in, concrete, Concrete data, Concrete data, see detail, detail, Esc., Of the long. Min., Cleaning according to conditions, your B. Overflow pvc, Stone seated in, concrete, mesh, minimum, your B. Overflow, Hydraulic seal, Esc., cut, see detail, Hydraulic seal, Hydraulic seal detail, Overflow, Pipe of, Esc., District municipality of parobamba, Srl, Consultants, Pipe of, Overflow, Hydraulic seal detail, Esc., The net tub., your B. Overflow pvc, variable, your B. Pvc overflow, Ground level, your B. Exit, Water network, metal lid, Metal cap type, classified, granular material, gravel, Waterproof material, Simple concrete, network, your B. Overflow cleaning, Overflow cone, plant, cut, valve, 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., Metal cap type, Grout, Runoff, Ground level, kind, sewer system, Spring, Sealing slab, Tee sp pvc, Universal union of pvc, Male cap pvc sp, Cant, description, item, Pvc basket, accessories, gate valve, Elbow sp pvc, Pvc overflow cone, Pr pvc adapter, Union sp pvc, Be according to the maximum yield of the spring, Dimensioning of the overflow pipe should be, note, Pipe fittings pvc must meet ntp., For pressure fluids., relationship, Indoor dry outdoor camera:, slab, in general, Indoor wet camera:, To tarnish with mortar, Portland type, steel:, cement:, Plasters, Reinforced concrete:, Coatings, Simple concrete:, Technical specifications, minima:, Slab of, Overlaps:, The manufacturer’s recommendations., Of thickness. Scuffed finish, Tarnish the surfaces in contact, With mixed water, Use waterproofing according to, typical, plant, Esc., cut, Esc., typical, cut, Esc., typical, see detail, Stone seated in, concrete, Concrete data, Concrete data, detail, Esc., Of the long. Min., Cleaning according to conditions, your B. Overflow pvc, Stone seated in, concrete, mesh, minimum, your B. Overflow, Esc., cut, see detail, Hydraulic seal, Hydraulic seal detail, Overflow, Pipe of, Esc., see detail, draft:, stage:, flat:, Location:, design:, Improvement of the sewage water system in the c.p. District of ancash, Definitive study, catchment, region, province, district, Ancash, C.i.p., drawing, A.a.r, date:, nov., Indicated, Pomabamba, Parrot, District municipality of parobamba, Srl, Consultants

Raw text data extracted from CAD file:

A A ±0.00 \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;0.15 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 DIBUJO: JORGE BAILON / CHRISTIAN GARCIA . AGUA POTABLE DEL CASERIO LA FLORIDA PROYECTO: CODIGO: C-01 LAMINA Nº: ENERO - 2004 FECHA: CAPTACION PLANO: M. FLORES B DIBUJO: UBICACION: INDICADA ESCALA: REGION : ANCASH PROVINCIA : HUARAZ DISTRITO : PAMPAS GRANDE CASERIO : LA FLORIDA \A1;VARIABLE \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.00 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.40 \A1;1.00 \A1;0.15 \A1;0.70 \A1;0.15 \A1;1.20 \A1;0.05 \A1;1.00 \A1;0.15 \A1;1.10 \A1;0.10 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.70 \A1;0.15 \A1;0.50 \A1;.10 \A1;0.05 \A1;0.15 \A1;0.05 \A1;0.70 \A1;0.15 \A1;1.15 \A1;0.10 \A1;0.60 \A1;0.40 \A1;0.35 \A1;0.20 \A1;.30 \A1;45° \A1;VARIABLE \A1;0.05 \A1;0.15 \A1;0.15 \A1;.10 \A1;.12 \A1;.10 \A1;0.15 \A1;0.15 \A1;0.20 TIPICO \A1;0.20 TIPICO \A1;0.15 TIPICO \A1;1.00 \A1;.50 \A1;0.20 \A1;0.20 B -214.9178458109634 PIEDRA ASENTADA EN CONCRETO F'c=100Kg/cm2 -214.9178458109634 -214.9178458109634 DADO DE CONCRETO f'c=140Kg/cm2 0.30x0.20x0.20m DADO DE CONCRETO VER DETALLE DETALLE "A" ESC. 1:20 DEL TERRENO, LONG. MIN. 10m LIMPIEZA SEGUN LAS CONDICIONES TUB. PVC DE SALIDA DE REBOSE Y B PIEDRA ASENTADA EN CONCRETO F'c=100Kg/cm2 MALLA 0.30x0.20x0.20m L=10m MINIMO TUB. DE REBOSE Y LIMPIA SELLO HIDRAULICO ESC. 1:20 CORTE B-B VER DETALLE SELLO HIDRAULICO f'c=140Kg/cm2 DETALLE DE SELLO HIDRAULICO REBOSE TUBERIA DE -214.9178458109634 ESC. 1:12.5 7 8 10 \A1;0.20 \A1;.50 \A1;1.00 \A1;0.20 MUNICIPALIDAD DISTRITAL DE PAROBAMBA \T0.90000;SERCODAMS SRL \W9.06710; \T1.10000;Ingenieros consultores y \W6.67532; \T1.10000;Constructores TUBERIA DE REBOSE 9 8 6 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 A LA RED TUB. 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 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 TIPO T-1 f'c=140Kg/cm2 CLASIFICADO MATERIAL GRANULAR GRAVA MATERIAL IMPERMEABLE f'c=140Kg/cm2 CONCRETO SIMPLE 5 A LA RED d1 1/2" TUB. LIMPIEZA Y REBOSE d2" CONO REBOSE PLANTA CORTE B-B CORTE A-A A A B B VALVULA DE PVC-SAP d1 1/2" COMPUERTA CONO DE REBOSE 3 ORIFICIOS 5 LIMPIEZA SEGUN LAS CONDICIONES DEL TERRENO, LONG. MIN. 10m GRAVA VARIABLE NIV. AGUA UNION SP L=10m MINIMO d2" CODO SP CANAL DE CONCRETO SIMPLE NIV. AGUA L=10m MINIMO ESC. 1:20 ESC. 1:20 ESC. 1:20 3 4 1 5 2 6 2 7 5 TAPA METALICA TIPO T-1 5 5 5 5 (ARCILLA O LECHADA DE CEMENTO) 5 ESCURRIMIENTO d3"x2" NIVEL DE TERRENO TIPO T-2 DRENAJE 0.15x0.15 DE MANANTIAL LOSA DE SELLADO 5 5 TEE SP PVC 8 2 UNION UNIVERSAL DE PVC 7 2 TAPON MACHO SP PVC 9 2 3 1 1 2 3 1 CANT. DESCRIPCION ITEM CANASTILLA PVC 1 2 3 4 5 6 ACCESORIOS VALVULA DE COMPUERTA CODO 90° SP PVC CONO DE REBOSE PVC ADAPTADOR PR PVC UNION SP PVC ESTAR DE ACUERDO AL RENDIMIENTO MAXIMO DEL MANANTIAL -EL DIMENSIONAMIENTO DEL DIAMETRO DE LA TUBERIA DEL REBOSE DEBE NOTA : -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 PARA FLUIDOS A PRESION. (MAXIMA RELACION a/c=0.50) - INTERIOR CAMARA SECA Y EXTERIOR: f'c=140Kg/cm2 LOSA SUPERIOR=2cm f'c=210 Kg/cm2 EN GENERAL - INTERIOR CAMARA HUMEDA: TARRAJEAR CON MORTERO 1:5 C/A e=1.5cm PORTLAND TIPO I f'y=4200Kg/cm2 ACERO: CEMENTO: REVOQUES: CONCRETO ARMADO: RECUBRIMIENTOS CONCRETO SIMPLE: ESPECIFICACIONES TECNICAS MINIMOS: LOSA DE FONDO=4cm MUROS=2cm TRASLAPES: d1/4"= 0.30cm d3/8"= 0.40cm d1/2"= 0.50cm A LAS RECOMENDACIONES DEL FABRICANTE. DE 2cm DE ESPESOR. ACABADO FROTACHADO TARRAJEAR LAS SUPERFICIES EN CONTACTO CON EL AGUA CON MEZCLA 1:3 C/A FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO d3/8"@.25 <> TIPICO d3/8"@.25 d1/4"@.15 d3/8"@.25 d3/8"@.25 d1/4"@.15 PLANTA ESC. 1:20 CORTE A-A ESC. 1:20 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 <> TIPICO CORTE B-B ESC. 1:20 PVC-SAP d3/4" d1/4"@.15 <> TIPICO VER DETALLE "A" B 0.20 PIEDRA ASENTADA EN CONCRETO F'c=100Kg/cm2 <> 1.00 DADO DE CONCRETO f'c=140Kg/cm2 0.30x0.20x0.20m DADO DE CONCRETO DETALLE "A" ESC. 1:20 DEL TERRENO, LONG. MIN. 10m LIMPIEZA d32" SEGUN LAS CONDICIONES TUB. PVC DE SALIDA DE REBOSE Y B PIEDRA ASENTADA EN CONCRETO F'c=100Kg/cm2 MALLA 0.30x0.20x0.20m L=10m MINIMO TUB. DE REBOSE Y LIMPIA ESC. 1:20 CORTE B-B VER DETALLE SELLO HIDRAULICO f'c=140Kg/cm2 DETALLE DE SELLO HIDRAULICO REBOSE TUBERIA DE 0.20 ESC. 1:12.5 6 8 9 VER DETALLE "A" PROYECTO: ETAPA: PLANO: UBICACIÓN: DISEÑO: \W6.15061; MEJORAMIENTO DEL SISTEMA DE AGUA Y ALCANTARILLADO EN EL C.P. CHANGA, DISTRITO DE \W6.15061; PAROBAMBA, PROVINCIA POMABAMBA,REGION ANCASH ANCASH ESTUDIO DEFINITIVO CAPTACIÓN CV-01 REGIÓN PROVINCIA DISTRITO ANCASH Reg C.I.P.: DIBUJO A.A.R FECHA: NOV. 2013 INDICADA POMABAMBA PAROBAMBA MUNICIPALIDAD DISTRITAL DE PAROBAMBA \T0.90000;SERCODAMS SRL \W9.06710; \T1.10000;Ingenieros consultores y \W6.67532; \T1.10000;Constructores

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, block, capture, DWG, flow, hillside, kläranlage, treatment plant