Fetching Water And Sanitation DWG Block for AutoCAD

Improvement and expansion of water and sanitation

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

typical, Housing, National rural sanitation, healthy, typical, Pipe of, Overflow, Hydraulic seal detail, Esc., network, your B. Overflow pvc, variable, your B. Pvc overflow, Ground level, your B. Exit, Water network, metal lid, classified, Sand granular material, Waterproof material, 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., Concrete data, metal lid, Hydraulic seal, Seated stone, Concrete pg, Pipe of, Overflow, Hydraulic seal detail, Esc., see detail, Runoff, Ground level, Concrete data, mesh, sewer system, Spring, Sealing slab, Concrete floor, cut, Esc., typical, plant, Esc., typical, typical, cut, Diam., your B. Pvc overflow, water level, minimum, Diam., Terrain quota, Bottom slab, Terrain quota, Cover dimension, Output pipe dimension, Quota of, Technical specifications, Cm inside, Fy steel, Coatings, Cm outside, Reinforced concrete, materials, Grade corrugated steel, concrete, Cement type portland, External plasters, Pipe fittings, Fluids pressure., Peruvian technique for, Pvc accessories must meet, Simple concrete, Interior additive plasters, Waterproofing, project’s name:, Hillside pickup, hamlet:, Indicated, scale:, flat, sheet:, review:, approved:, date, province:, Department:, Huancabamba, Piura, Huarmaca, district:, 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, Nipple of pvc, Diam., Improvement of the service of potable water sanitation, Parguyuc, Huancabamba Pura, Of the district town of huarmaca

Raw text data extracted from CAD file:

A A ±0.00 \A1;0.15 TIPICO d1/4″@.15 -199.8174348815145 \W1.025;MINISTERIO DE VIVIENDA \W1.025;CONSTRUCCI\W0.6;Ó\fArial Narrow|b0|i0|c0|p34;\W1.025;N Y \W1.045;SANEAMIENTO \W0.97;PROGRAMA NACIONAL DE SANEAMIENTO RURAL má\fArial|b1|i0|c0|p34;s saludable \A1;0.20 \A1;0.20 \A1;0.10 \A1;VARIABLE \A1;0.15 \A1;0.10 \A1;0.50 \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;0.05 \A1;0.15 \A1;0.70 \A1;0.05 \A1;0.15 \A1;1.20 \A1;0.10 \A1;0.95 \A1;0.15 \A1;1.10 \A1;0.10 \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.70 \A1;0.15 \A1;0.60 \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;0.35 \A1;0.35 \A1;0.20 \A1;.40 \A1;45° \A1;VARIABLE \A1;0.20 TIPICO \A1;0.15 TIPICO \A1;0.20 TIPICO \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;.10 \A1;.10 \A1;0.50 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.80 TUBERIA DE REBOSE 9 8 6 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 1″ 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 T-01 f’c=175Kg/cm2 CLASIFICADO MATERIAL GRANULAR – ARENA MATERIAL IMPERMEABLE f’c=140Kg/cm2 CONCRETO CICLOPEO + 30% PIEDRA MEDIANA 5 A LA RED TUB. LIMPIEZA Y REBOSE CONO REBOSE PLANTA CORTE B-B CORTE A-A A A B B VALVULA DE TUBERIA DE PVC COMPUERTA CONO DE REBOSE 3 ORIFICIOS 5 LIMPIEZA SEGUN LAS CONDICIONES DEL TERRENO, LONG. MIN. 3.00 m GRAVA VARIABLE NIV. AGUA UNION SP L=3m MINIMO CODO SP CANAL DE CONCRETO SIMPLE NIV. AGUA L=3m MINIMO ESC. 1:20 ESC. 1:20 ESC. 1:20 1 5 2 6 2 DADO DE CONCRETO 1:6 C/H 0.30×0.20×0.20m 5 TAPA METALICA T-01 SELLO HIDRAULICO PIEDRA ASENTADA CONCRETO 1:6+30 % PG TUBERIA DE REBOSE 9 8 6 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 VER DETALLE 5 5 .10 (LECHADA DE CEMENTO) 5 ESCURRIMIENTO d63-90MM NIVEL DE TERRENO (VER DT-02) 5 0.30×0.20×0.20m 1:6 C/H DADO DE CONCRETO 0.50 MALLA DRENAJE 0.15×0.15 DE MANANTIAL LOSA DE SELLADO 5 5 SOLADO DE CONCRETO F’c=140 kg/cm2, e=0.05 m 3 4 7 10 3 4 7 10 d3/8″@.15 d3/8″@.15 CORTE A-A ESC. 1:20 d1/2″@.15 <> TIPICO d1/2″@.15 PLANTA ESC. 1:20 d3/8″@.15 <> TIPICO d1/2″@.15 d1/2″@.15 d1/2″@.20 <> TIPICO CORTE B-B d1/2″@.15 d1/2″@.20 d1/2″@.15 Diam. 33mm Diam. 33mm Diam. 33mm Diam. 33mm TUB. PVC REBOSE NIVEL DE AGUA L=3m MINIMO Diam. 33mm COTA DE TERRENO COTA DE LOSA FONDO COTA DE TERRENO COTA DE TAPA COTA DE TUBERIA DE SALIDA COTA DE (VER DT-01) \A1;F\Fromans|c0;3/4″-\fSymbol|b0|i0|c2|p18;F\Fromans|c0;1″ \A1;F\Fromans|c0;2″ 5 d1/4″@.15 5 ESPECIFICACIONES TECNICAS 3.0 cm parte Interior – Acero fy = 4200 kg/cm2 – Recubrimientos : 3.0 cm parte Exterior – Concreto armado f´c = 210 kg/cm2 MATERIALES – Acero Corrugado Grado 60 – Hormigon – Cemento Portland Tipo I – Enlucidos exterior e=2 cm, 1:4 TUBERIA Y ACCESORIOS fluidos a presión. -Norma Técnica Peruana 399,002 para -Tubería y accesorios PVC deben cumplir – Concreto simple f´c = 175 kg/cm2 – Enlucidos interior e=1.5 cm, 1:2 + aditivo impermeabilizante NOMBRE DEL PROYECTO: CAPTACION DE LADERA CASERIO: INDICADA ESCALA: PLANO N°: LAMINA: JULIO, 2014 REVISION: APROBADO: FECHA : PROVINCIA: DEPARTAMENTO: HUANCABAMBA PIURA DC-01 HUARMACA DISTRITO: UNION SP PVC ADAPTADOR PR PVC CONO DE REBOSE PVC CODO 90° SP PVC VALVULA DE COMPUERTA ACCESORIOS 6 5 4 3 2 1 CANASTILLA PVC ITEM DESCRIPCION CANT. 1 3 2 1 1 3 2 9 TAPON MACHO SP PVC 2 7 UNION UNIVERSAL DE PVC 2 8 TEE SP PVC 2 10 NIPLE DE PVC DIAM. 60mm 33mm 60mm 33mm 33mm 33mm 33mm 33mm 33mm 33mm MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y SANEAMIENTO PARGUYUC HUANCABAMBA – PIURA DE LA LOCALIDAD DE PARGUYUC, DISTRITO DE HUARMACA –

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

typical, Housing, National rural sanitation, healthy, typical, Pipe of, Overflow, Hydraulic seal detail, Esc., network, your B. Overflow pvc, variable, your B. Pvc overflow, Ground level, your B. Exit, Water network, metal lid, classified, Sand granular material, Waterproof material, 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., Concrete data, metal lid, Hydraulic seal, Seated stone, Concrete pg, Pipe of, Overflow, Hydraulic seal detail, Esc., see detail, Runoff, Ground level, Concrete data, mesh, sewer system, Spring, Sealing slab, Concrete floor, cut, Esc., typical, plant, Esc., typical, typical, cut, Diam., your B. Pvc overflow, water level, minimum, Diam., Terrain quota, Bottom slab, Terrain quota, Cover quota, Exit pipe line, Quota of, Technical specifications, Cm inside, Fy steel, Coatings, Cm outside, Reinforced concrete, materials, Grade corrugated steel, concrete, Cement type portland, External plasters, Pipe fittings, Fluids pressure., Peruvian technique for, Pvc accessories must meet, Simple concrete, Internal additive plasters, Waterproofing, project’s name:, Hillside pickup, hamlet:, Indicated, scale:, flat, sheet:, review:, approved:, date, province:, Department:, Huancabamba, Piura, Huarmaca, district:, 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, Nipple of pvc, Diam., Improvement of the service of potable water sanitation, Parguyuc, Huancabamba Pura, Of the district town of huarmaca

Raw text data extracted from CAD file:

A A ±0.00 \A1;0.15 TIPICO d1/4″@.15 -199.8174348815145 \W1.025;MINISTERIO DE VIVIENDA \W1.025;CONSTRUCCI\W0.6;Ó\fArial Narrow|b0|i0|c0|p34;\W1.025;N Y \W1.045;SANEAMIENTO \W0.97;PROGRAMA NACIONAL DE SANEAMIENTO RURAL má\fArial|b1|i0|c0|p34;s saludable \A1;0.20 \A1;0.20 \A1;0.10 \A1;VARIABLE \A1;0.15 \A1;0.10 \A1;0.50 \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;0.05 \A1;0.15 \A1;0.70 \A1;0.05 \A1;0.15 \A1;1.20 \A1;0.10 \A1;0.95 \A1;0.15 \A1;1.10 \A1;0.10 \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.70 \A1;0.15 \A1;0.60 \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;0.35 \A1;0.35 \A1;0.20 \A1;.40 \A1;45° \A1;VARIABLE \A1;0.20 TIPICO \A1;0.15 TIPICO \A1;0.20 TIPICO \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;.10 \A1;.10 \A1;0.50 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.80 TUBERIA DE REBOSE 9 8 6 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 1″ 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 T-01 f’c=175Kg/cm2 CLASIFICADO MATERIAL GRANULAR – ARENA MATERIAL IMPERMEABLE f’c=140Kg/cm2 CONCRETO CICLOPEO + 30% PIEDRA MEDIANA 5 A LA RED TUB. LIMPIEZA Y REBOSE CONO REBOSE PLANTA CORTE B-B CORTE A-A A A B B VALVULA DE TUBERIA DE PVC COMPUERTA CONO DE REBOSE 3 ORIFICIOS 5 LIMPIEZA SEGUN LAS CONDICIONES DEL TERRENO, LONG. MIN. 3.00 m GRAVA VARIABLE NIV. AGUA UNION SP L=3m MINIMO CODO SP CANAL DE CONCRETO SIMPLE NIV. AGUA L=3m MINIMO ESC. 1:20 ESC. 1:20 ESC. 1:20 1 5 2 6 2 DADO DE CONCRETO 1:6 C/H 0.30×0.20×0.20m 5 TAPA METALICA T-01 SELLO HIDRAULICO PIEDRA ASENTADA CONCRETO 1:6+30 % PG TUBERIA DE REBOSE 9 8 6 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 VER DETALLE 5 5 .10 (LECHADA DE CEMENTO) 5 ESCURRIMIENTO d63-90MM NIVEL DE TERRENO (VER DT-02) 5 0.30×0.20×0.20m 1:6 C/H DADO DE CONCRETO 0.50 MALLA DRENAJE 0.15×0.15 DE MANANTIAL LOSA DE SELLADO 5 5 SOLADO DE CONCRETO F’c=140 kg/cm2, e=0.05 m 3 4 7 10 3 4 7 10 d3/8″@.15 d3/8″@.15 CORTE A-A ESC. 1:20 d1/2″@.15 <> TIPICO d1/2″@.15 PLANTA ESC. 1:20 d3/8″@.15 <> TIPICO d1/2″@.15 d1/2″@.15 d1/2″@.20 <> TIPICO CORTE B-B d1/2″@.15 d1/2″@.20 d1/2″@.15 Diam. 33mm Diam. 33mm Diam. 33mm Diam. 33mm TUB. PVC REBOSE NIVEL DE AGUA L=3m MINIMO Diam. 33mm COTA DE TERRENO COTA DE LOSA FONDO COTA DE TERRENO COTA DE TAPA COTA DE TUBERIA DE SALIDA COTA DE (VER DT-01) \A1;F\Fromans|c0;3/4″-\fSymbol|b0|i0|c2|p18;F\Fromans|c0;1″ \A1;F\Fromans|c0;2″ 5 d1/4″@.15 5 ESPECIFICACIONES TECNICAS 3.0 cm parte Interior – Acero fy = 4200 kg/cm2 – Recubrimientos : 3.0 cm parte Exterior – Concreto armado f´c = 210 kg/cm2 MATERIALES – Acero Corrugado Grado 60 – Hormigon – Cemento Portland Tipo I – Enlucidos exterior e=2 cm, 1:4 TUBERIA Y ACCESORIOS fluidos a presión. -Norma Técnica Peruana 399,002 para -Tubería y accesorios PVC deben cumplir – Concreto simple f´c = 175 kg/cm2 – Enlucidos interior e=1.5 cm, 1:2 + aditivo impermeabilizante NOMBRE DEL PROYECTO: CAPTACION DE LADERA CASERIO: INDICADA ESCALA: PLANO N°: LAMINA: JULIO, 2014 REVISION: APROBADO: FECHA : PROVINCIA: DEPARTAMENTO: HUANCABAMBA PIURA DC-01 HUARMACA DISTRITO: UNION SP PVC ADAPTADOR PR PVC CONO DE REBOSE PVC CODO 90° SP PVC VALVULA DE COMPUERTA ACCESORIOS 6 5 4 3 2 1 CANASTILLA PVC ITEM DESCRIPCION CANT. 1 3 2 1 1 3 2 9 TAPON MACHO SP PVC 2 7 UNION UNIVERSAL DE PVC 2 8 TEE SP PVC 2 10 NIPLE DE PVC DIAM. 60mm 33mm 60mm 33mm 33mm 33mm 33mm 33mm 33mm 33mm MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y SANEAMIENTO PARGUYUC HUANCABAMBA – PIURA DE LA LOCALIDAD DE PARGUYUC, DISTRITO DE HUARMACA –