Map Of Uptake Hillside DWG Block for AutoCAD

Map Of Uptake Hillside DWG Block for AutoCAD

Uptake for small popullations

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

typical, typical, Housing, National rural sanitation, healthy, typical, network, your B. Overflow pvc, variable, your B. Pvc overflow, Ground level, your B. Exit, Water network, metal lid, Metal cap m., 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, plant, Esc., cut, Esc., cut, Esc., Concrete data, metal lid, Hydraulic seal, Seated stone, Concrete pm, Pipe of, Overflow, Hydraulic seal detail, Esc., see detail, Runoff, Ground level, Concrete data, mesh, sewer system, Spring, Sealing slab, Concrete floor, typical, 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, 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

Raw text data extracted from CAD file:

A A \A1;VARIABLE \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.25 \A1;0.15 \A1;1.20 \A1;0.90 \A1;0.10 \A1;0.10 \A1;0.40 \A1;1.20 \A1;0.05 \A1;0.15 \A1;0.90 \A1;0.05 \A1;0.15 \A1;1.20 \A1;0.10 \A1;0.95 \A1;0.15 \A1;1.30 \A1;0.10 ±0.00 \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;0.70 \A1;0.05 \A1;0.15 \A1;1.15 \A1;0.10 \A1;0.60 \A1;0.35 \A1;0.35 \A1;0.20 \A1;.30 \A1;45° \A1;VARIABLE \A1;0.20 TIPICO \A1;0.20 TIPICO \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;.10 \A1;.12 \A1;.10 \A1;0.15 TIPICO d1/4"@.15 -199.8174348815145 \A1;0.50 \A1;0.50 \A1;0.15 \A1;0.15 \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;0.15 TIPICO 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 T-3: TAPA METALICA T-2: 0.60x0.60 m. 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 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 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 PLANTA ESC. 1:20 CORTE A-A ESC. 1:20 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 TAPA METALICA T- 2: 0.60x0.60 m SELLO HIDRAULICO PIEDRA ASENTADA CONCRETO f'c=140Kg/cm2+30 PM TUBERIA DE REBOSE 9 8 6 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 VER DETALLE 5 5 5 5 (LECHADA DE CEMENTO) 5 ESCURRIMIENTO d3/8"@.25 d3"x2" NIVEL DE TERRENO 0.40x0.40 m. 5 0.30x0.20x0.20m f'c=140Kg/cm2 DADO DE CONCRETO 0.50 MALLA DRENAJE 0.15x0.15 DE MANANTIAL LOSA DE SELLADO 5 5 SOLADO DE CONCRETO F'c=140 kg/cm2, e=4" d1/4"@.15 <> TIPICO 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 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 = 140 kg/cm2 - Enlucidos interior e=1.5 cm, 1:2 + aditivo impermeabilizante

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

typical, typical, Housing, National rural sanitation, healthy, typical, network, your B. Overflow pvc, variable, your B. Pvc overflow, Ground level, your B. Exit, Water network, metal lid, Metal cap m., 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, plant, Esc., cut, Esc., cut, Esc., Concrete data, metal lid, Hydraulic seal, Seated stone, Concrete pm, Pipe of, Overflow, Hydraulic seal detail, Esc., see detail, Runoff, Ground level, Concrete data, mesh, sewer system, Spring, Sealing slab, Concrete floor, typical, 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, 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

Raw text data extracted from CAD file:

A A \A1;VARIABLE \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.25 \A1;0.15 \A1;1.20 \A1;0.90 \A1;0.10 \A1;0.10 \A1;0.40 \A1;1.20 \A1;0.05 \A1;0.15 \A1;0.90 \A1;0.05 \A1;0.15 \A1;1.20 \A1;0.10 \A1;0.95 \A1;0.15 \A1;1.30 \A1;0.10 ±0.00 \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;0.70 \A1;0.05 \A1;0.15 \A1;1.15 \A1;0.10 \A1;0.60 \A1;0.35 \A1;0.35 \A1;0.20 \A1;.30 \A1;45° \A1;VARIABLE \A1;0.20 TIPICO \A1;0.20 TIPICO \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;.10 \A1;.12 \A1;.10 \A1;0.15 TIPICO d1/4"@.15 -199.8174348815145 \A1;0.50 \A1;0.50 \A1;0.15 \A1;0.15 \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;0.15 TIPICO 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 T-3: TAPA METALICA T-2: 0.60x0.60 m. 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 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 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 PLANTA ESC. 1:20 CORTE A-A ESC. 1:20 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 TAPA METALICA T- 2: 0.60x0.60 m SELLO HIDRAULICO PIEDRA ASENTADA CONCRETO f'c=140Kg/cm2+30 PM TUBERIA DE REBOSE 9 8 6 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 VER DETALLE 5 5 5 5 (LECHADA DE CEMENTO) 5 ESCURRIMIENTO d3/8"@.25 d3"x2" NIVEL DE TERRENO 0.40x0.40 m. 5 0.30x0.20x0.20m f'c=140Kg/cm2 DADO DE CONCRETO 0.50 MALLA DRENAJE 0.15x0.15 DE MANANTIAL LOSA DE SELLADO 5 5 SOLADO DE CONCRETO F'c=140 kg/cm2, e=4" d1/4"@.15 <> TIPICO 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 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 = 140 kg/cm2 - Enlucidos interior e=1.5 cm, 1:2 + aditivo impermeabilizante

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, distribution, DWG, fornecimento de água, hillside, kläranlage, l'approvisionnement en eau, map, small, supply, treatment plant, uptake, wasserversorgung, water