Uptake DWG Block for AutoCAD

Uptake DWG Block for AutoCAD

Catchment slope and background

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

Room, variable, variable, variable, Max., sheet:, date:, scale:, Indicated, flat:, student:, teacher:, Ingº jose h. Long alvares, Detail of meeting camera detail of wet camera detail of capture camera, work:, Stepped water treatment, Miguel, February of, National university of cajamarca faculty of engineering academic academic professional of civil engineering, sheet:, date:, scale:, Indicated, flat:, student:, teacher:, Ingº jose h. Long alvares, Drinking water treatment plant, work:, Stepped water treatment, Miguel, February of, National university of cajamarca faculty of engineering academic academic professional of civil engineering, Water level, anthracite, sand, gravel, Control dump, Treated water chamber, Interconnection channel between the drainage chambers, drain, Decanter arrival channel, Filter fast filter, elevation, plant, Parshal gauge, Cap met. Sanitary, cut, Esc., Cap met. Sanitary, Esc., plant, Projection: lid, Projection: slab, Cc, your B. Ventilation system, Cc, Bottom source capture, Technical specifications, concrete, Spills, Interior cms., Exterior cms., Pipe fittings, Roof slab cms., Minimum coatings:, Simple f’c, Min covered with hepoxic paint, Metal carpentry, Fluids pressure., Peruvian technical standard iso para, Pvc accessories pipe must meet, Universal union, Pvc upr adapters, gate valve, departure, accessory, Cant, Diam., Pvc sap perforated stopper, Overflow cone, Accessories box, Elbow pvc sap, Pvc basket, Overflow cleaning, Universal union, regulation, Elbow pvc sap, ventilation, Seated stone, Stone set with mortar, Overflow, cleaning, Mobile data, Variable location, Pvc output, departure, flow regulator, Stone set with mortar, Mobile data, Overflow cleaning, departure, Waterproofing plaster, mortar, Sika no, Flow regulator detail, Pvc plate with hole, Rubber packing, Universal joint with two gaskets, Of flow, sense, Mobile phone detail, your B. Pvc down, Cap h., With perf., Bell, Pvc, Esc., Pvc output, Variable location, Mobile data, variable, Crowning trench, departure, Overflow cleaning, Nipple pvc, Elbow pvc sap, Accessories box, Overflow cone, Pvc sap perforated stopper, departure, cleaning, Overflow, plant, Esc., cut, Esc., cut, Cap met. Sanitary, Filler: concrete f’c, Stone set with mortar, variable, Diam., Cant, accessory, departure, gate valve, Pvc upr adapters, Universal union, Fc, Cap met. Sanitary, variable, Elbow pvc sap, ventilation, your B. Ventilation system, entry, Waterproofing plaster with sika mortar, Mortar sika, Pressed with pure sika cement, regulation, Universal union, flow regulator, Flow regulator detail, Pvc plate with hole, Rubber packing, Universal joint with two gaskets, Of flow, sense, Simple: f’c, Stuffing: f’c, Pipe fittings, Exterior cms., Interior cms., Spills, concrete, Technical specifications, Min covered with hepoxic paint, Metal carpentry, Fluids pressure., Peruvian technical standard iso para, Pvc accessories pipe must meet, Drainage pipe: pvc heavy salt, Overflow cleaning, Mobile data, Stone set with mortar, If the driving line is less, others, The valve box will be dispensed with., The loading chamber shall be provided with a, Perimetral pavement of wide, Perimeter wire fencing, The camera, Wire rope, Wood post max, Seated stone, perimeter fence, Cut burnt, Det. Cutting edge, Esc., Max., Mobile phone detail, your B. Pvc down, Cap h., With perf., Bell, Pvc, Esc., gross sand, Media tape, Heavy gravel, Pvc sap cap, Pvc basket, entry, Auxiliary channel, plant, profile, Sluice gate, Shredder, Spring catchment on slope, throat, Convergent section, Divergent section, student:, Aquino roberto, student:, Aquino roberto, student:, Aquino roberto, student:, Aquino roberto, Sludge evacuation hole, Holes, Diffuser screen with holes, Sludge evacuation gate, plant, Decanter, Decanter, cut, Isometry, Decanter, Vertical flocculator in profile, student:, Aquino roberto, student:, Aquino roberto, sheet:, date:, scale:, Indicated, flat:, student:, teacher:, Ingº jose h. Long alvares, Detail of lateral capture detail of background capture, work:, Stepped water treatment, Miguel, February of, National university of cajamarca faculty of engineering academic academic professional of civil engineering

Raw text data extracted from CAD file:

ROOM 000 \A1;1.10 \A1;2.30 \A1;1.10 \A1;0.40 \A1;1.10 \A1;1.90 \A1;1.10 \A1;2.50 \A1;.25 \A1;.25 \A1;3.83 \A1;.61 \A1;0.30 \A1;0.39 \A1;0.52 \A1;0.62 \A1;.61 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.30 \A1;0.90 .10 .03 .38 .03 2.00 .13 1.50 .03 .10 1.50 .06 1.50 .10 .03 .13 .10 1.60 .10 .10 1.50 .06 .10 1.60 .06 1.50 .10 1.50 .10 .32 .06 .38 .30 .06 .06 .50 .06 .50 .06 Øs .30 .20 .20 1.00 .50 .15 .80 .15 .05 Variable .10 .60 .05 .05 .05 .05 .05 .20 .60 .15 .05 .50 .05 .10 .30 .10 .10 .50 .15 .10 .50 .10 Variable .10 .05 .60 .10 .05 .05 .05 .50 .10 .10 .50 .10 .10 .80 .05 .15 .15 Variable .50 .05 .05 .05 .40 Øs 1.50 .50 .90 .50 .10 .05 .01 máx. 0.80 .30 .20 .20 .30 .30 .40 2.50 .40 .30 .30 \A1;0.30 \A1;0.20 \A1;0.40 \A1;0.30 \A1;.21 \A1;.41 \A1;.40 \A1;.20 \A1;.25 \A1;.5 \A1;.63 \A1;.33 \A1;.3 \A1;.51 .70 1.00 .06 .80 LAMINA: FECHA: ESCALA: Indicada PLANO: ALUMNO: DOCENTE: Ingº Jose H. LONGA ALVARES 1 . DETALLE DE CAMARA DE REUNION 2 . DETALLE DE CAMARA HUMEDA 3 . DETALLE DE CAMARA DE CAPTACION TRABAJO: \W9.00029; \W0.70000x;\C12;TRAB. ESCALONADO Nº02 \W9.75047; \W0.70000x;\C154; \W9.28456; \W0.70000x;\C154;CAPTACION, \W7.38421; \W0.70000x;\C154;PRETRATAMIENTO \W7.16202; \W0.70000x;\C154;Y TRATAMIENTO DEL AGUA -FUSTAMANTE HUAMAN, Miguel \W3.65666; \W0.60000x;C-2 Febrero de 2011 \W3.87259; UNIVERSIDAD \W3.87259; NACIONAL DE \W3.87259; CAJAMARCA \W9.69257; \W0.76330; FACULTADA DE INGENIERIA \W5.38165; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W3.49405; Escuela Académico \W3.49405; Profesional de Ingeniería \W3.49405; Civil \W3.87259; UNIVERSIDAD \W3.87259; NACIONAL DE \W3.87259; CAJAMARCA \W9.69257; \W0.76330; FACULTADA DE INGENIERIA \W5.38165; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W3.49405; Escuela Académico \W3.49405; Profesional de Ingeniería \W3.49405; Civil LAMINA: FECHA: ESCALA: Indicada PLANO: ALUMNO: DOCENTE: Ingº Jose H. LONGA ALVARES \W5.09996; PLANTA DE \W5.09996; TRATAMIENTO \W5.09996; DE AGUA \W5.09996; POTABLE TRABAJO: \W9.00029; \W0.70000x;\C12;TRAB. ESCALONADO Nº02 \W9.75047; \W0.70000x;\C154; \W9.28456; \W0.70000x;\C154;CAPTACION, \W7.38421; \W0.70000x;\C154;PRETRATAMIENTO \W7.16202; \W0.70000x;\C154;Y TRATAMIENTO DEL AGUA -FUSTAMANTE HUAMAN, Miguel \W3.74686; \W0.60000x;T-1 Febrero de 2011 \W3.87259; UNIVERSIDAD \W3.87259; NACIONAL DE \W3.87259; CAJAMARCA \W9.69257; \W0.76330; FACULTADA DE INGENIERIA \W5.38165; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W3.49405; Escuela Académico \W3.49405; Profesional de Ingeniería \W3.49405; Civil \W3.87259; UNIVERSIDAD \W3.87259; NACIONAL DE \W3.87259; CAJAMARCA \W9.69257; \W0.76330; FACULTADA DE INGENIERIA \W5.38165; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W3.49405; Escuela Académico \W3.49405; Profesional de Ingeniería \W3.49405; Civil \A1;.80 \A1;.61 \A1;.30 \A1;.50 \A1;3.60 \A1;1.90 \A1;1.90 4.70 \A1;2.65 \A1;6.15 \A1;7.1 \A1;2.70 \A1;2.65 \A1;6.15 \A1;7.1 \A1;2.70 \A1;3.00 \A1;0.60 \A1;1.10 \A1;.2 \A1;.2 \A1;1.10 \A1;1.10 \A1;2.20 \A1;2.20 \A1;1.1 \A1;1.1 \A1;.2 \A1;.4 \A1;.2 \A1;0.30 NIVEL DE AGUAS ANTRACITA ARENA GRAVA VERTEDERO DE CONTROL CÁMARA DE AGUA TRATADA CANAL DE INTERCONEXIÓN ENTRE LAS CÁMARAS DE DESAGÜE DESAGÜE CANAL DE LLEGADA DEL DECANTADOR 5 5 .40 .20 2.50 5 5 5 5 Qmax-d Qmax-d 5 5 5 5 FILTRACION - FILTRO RAPIDO ELEVACION PLANTA AFORADOR PARSHAL 5 .61 0.30 0.39 5 0.62 .61 0.15 0.15 0.40 0.30 0.90 5 5 5 5 2.00 5 1.50 5 5 1.50 5 1.50 5 5 Tapa Met. Sanitaria .60X.60 e=1/8" CORTE A-A ESC. 1:25 Tapa Met. Sanitaria .30X.30 e=1/8" 5 A A ESC. 1:25 PLANTA 5 1.60 5 5 1.50 5 Proyección: Tapa 5 1.60 5 Proyección: Losa 1.50 5 1.50 5 5 5 5 .30 5 5 .50 Cº f'c = 175 Kg/cm2 Tub. de Ventilación Cº f'c = 140 Kg/cm2 CAPTACION DE MANANTIAL DE FONDO ESPECIFICACIONES TECNICAS CONCRETO TARRAJEOS Y DERRAMES Interior 1:1 e=2.0 cms. Exterior 1:5 e=1.5 cms. TUBERIA Y ACCESORIOS Losa de techo = 2 cms. RECUBRIMIENTOS MINIMOS: C° SIMPLE f'c = 140 Kg/cm 2 e mín = 1/8", cubierto con pintura hepóxica CARPINTERÍA METALICA fluidos a presión. Norma Técnica Peruana ISO 4422 para Tubería y accesorios PVC deben cumplir 01 02 01 Unión Universal Adaptadores UPR PVC Válvula Compuerta 5 4 3 SALIDA N° ACCESORIO CANT. DIAM. 1 Tapón PVC SAP Perforado 01 01 Cono de Rebose CUADRO DE ACCESORIOS 01 Codo PVC SAP 90° 01 Canastilla PVC LIMPIEZA Y REBOSE 7 6 2 8 01 Unión Universal Ø REGULACION 9 01 Codo PVC SAP 90° VENTILACION 3'' 2'' 2'' 2'' 2'' 2'' Piedra asentada Piedra asentada con mortero 1:8 REBOSE LIMPIEZA Y 0.30x0.20x0.20m f'c=140 Kg/cm2 Dado Móvil de C° Ubicación Variable Salida PVC Ø 5 7 SALIDA 3 3 2 4 Regulador de Caudal (Ver detalle) 1 8 Piedra asentada con mortero 1:8 7 Dado Móvil de C° f'c=140 Kg/cm2 0.30x0.20x0.20m LIMPIEZA Y REBOSE 5 6 1 2 5 .50 SALIDA 4 5 3 8 Enlucido impermeabilizante mortero 1:2 Sika Nº 1 (1cm) 3 DETALLE DE REGULADOR DE CAUDAL Placa PVC con orificio Empaquetadura de jebe Empaquetadura de jebe Unión Universal con dos empaquetaduras Øs Øs Øs+2e del flujo Sentido .30 .20 DETALLE DADO MOVIL Tub. PVC 2" Desagúe Tapón H. con perf. Ø 3/16" Campana PVC .20 ESC. 1:10 1.00 .50 3'' 3'' 2'' Salida PVC Ø 2'' Ubicación Variable Dado Móvil de C° f'c=140 Kg/cm2 0.30x0.20x0.20m 5 .80 5 5 Variable Zanja de coronación C° f'c=140 Kg/cm2 SALIDA A A B B 3 7 8 LIMPIEZA Y REBOSE Niple PVC L=0.15 05 Codo PVC SAP 90° 01 CUADRO DE ACCESORIOS Cono de Rebose 01 01 Tapón PVC SAP Perforado SALIDA LIMPIEZA Y REBOSE PLANTA ESC. 1:25 CORTE A-A ESC. 1:25 ESC. 1:25 CORTE B-B Tapa Met. Sanitaria .60X.60 e=1/8" Relleno: concreto f'c 100 Kg/cm2 5 5 5 5 5 5 5 5 .60 5 5 5 2 Piedra asentada con mortero 1:8 5 5 .30 5 5 5 5 5 .50 5 Variable 1 DIAM. CANT. ACCESORIO N° SALIDA 4 5 6 Válvula Compuerta Adaptadores UPR PVC Unión Universal 01 02 01 3 4 4 5 8 6 5 3 7 C° f'c = 140 Kg/cm2 5 5 5 5 5 5 5 6 8 7 .50 5 5 .50 5 5 .80 5 Tapa Met. Sanitaria .40X.40 e=1/8" C° f'c=140 Kg/cm2 C° f'c=140 Kg/cm2 4 4 5 5 Variable .50 5 5 01 Codo PVC SAP 90° VENTILACION 9 Tub. de Ventilación Ingreso 9 Enlucido impermeabilizante con mortero 1:2 y Sika N° 1 (1 cm): Mortero 1:1 y Sika N° 1 (8 mm.) planchado con cemento puro y Sika N° 1 (2 mm.) 11 REGULACION Unión Universal Ø 01 11 11 2 Regulador de Caudal (Ver detalle) DETALLE DE REGULADOR DE CAUDAL Placa PVC con orificio Empaquetadura de jebe Empaquetadura de jebe Unión Universal con dos empaquetaduras 5 .40 Øs Øs Øs+2e del flujo Sentido 2 2 C° SIMPLE: f'c =140 Kg/cm Relleno: C° f'c = 100 Kg/cm TUBERIA Y ACCESORIOS Exterior 1:5 e=1.5 cms. Interior 1:1 e=2.0 cms. TARRAJEOS Y DERRAMES CONCRETO ESPECIFICACIONES TECNICAS e mín = 1/8", cubierto con pintura hepóxica CARPINTERÍA METALICA fluidos a presión. Norma Técnica Peruana ISO 4422 para Tubería y accesorios PVC deben cumplir Tubería de desagüe: PVC SAL PESADA LIMPIEZA Y REBOSE Dado Móvil de C° f'c=140 Kg/cm2 0.30x0.20x0.20m Piedra asentada con mortero 1:8 Si la línea de conducción es menor a 500 m OTROS se prescindirá de la caja de válvulas. La cámara de carga será dotada de un empedrado perimetral de 0.50 m de ancho Cerco de alambre de puas o piedra, perimetral a la camára de carga 5 5 1 hilera alambre de puas @ .30 m 1 poste madera Ø 3" @ 1.50 m máx Piedra asentada Cerco perimetral .90 5 5 Bruñado de Corte Bruñado de Corte .05 .01 DET. BRUÑA DE CORTE ESC. 1:10 (Ver Detalle) máx. 0.80 .30 .20 DETALLE DADO MOVIL Tub. PVC 2" Desagúe Tapón H. con perf. Ø 3/16" Campana PVC .20 ESC. 1:10 .30 .30 .40 Arena Gruesa Grava Media Grava Gruesa 10 01 Tapón PVC SAP 10 2.50 .40 .30 .30 1" 1" 1" 1" 1" 1 Canastilla PVC 01 2 1" INGRESO 1 2" 2" 2" 2" 2" CANAL AUXILIAR PLANTA PERFIL COMPUERTA DE LIMPIA 1.10 2.30 1.10 0.30 0.40 1.10 1.90 1.10 0.20 0.40 0.30 DESARENADOR CAPTACION DE MANANTIAL EN LADERA 5 1.00 5 .80 .80 .61 .30 garganta seccion convergente seccion divergente .50 ALUMNO: AQUINO CUSQUISIBAN, Roberto 2012 ALUMNO: AQUINO CUSQUISIBAN, Roberto 2012 ALUMNO: AQUINO CUSQUISIBAN, Roberto 2012 ALUMNO: AQUINO CUSQUISIBAN, Roberto 2012 ORIFICIO DE EVACUACIÓN DE LODOS 3.00 0.60 1.10 5 5 1.10 1.10 2.20 ORIFICIOS PANTALLA DIFUSORA CON ORIFICIOS COMPUERTA DE EVACUACIÓN DE LODOS PLANTA A A DECANTADOR N° 02 2.20 5 5 DECANTADOR N° 02 5 5 5 0.30 CORTE A - A 3.60 ISOMETRIA 1.90 1.90 DECANTADOR 4.70 5 5 5 2.70 FLOCULADOR VERTICAL -VISTA EN PERFIL 5 5 5 2.70 ALUMNO: AQUINO CUSQUISIBAN, Roberto 2012 ALUMNO: AQUINO CUSQUISIBAN, Roberto 2012 LAMINA: FECHA: ESCALA: Indicada PLANO: ALUMNO: DOCENTE: Ingº Jose H. LONGA ALVARES 1 . DETALLE DE CAPTACION LATERAL 2 . DETALLE DE CAPTACION DE FONDO TRABAJO: \W9.00029; \W0.70000x;\C12;TRAB. ESCALONADO Nº02 \W9.75047; \W0.70000x;\C154; \W9.28456; \W0.70000x;\C154;CAPTACION, \W7.38421; \W0.70000x;\C154;PRETRATAMIENTO \W7.16202; \W0.70000x;\C154;Y TRATAMIENTO DEL AGUA -FUSTAMANTE HUAMAN, Miguel \W3.65666; \W0.60000x;C-1 Febrero de 2011 \W3.87259; UNIVERSIDAD \W3.87259; NACIONAL DE \W3.87259; CAJAMARCA \W9.69257; \W0.76330; FACULTADA DE INGENIERIA \W5.38165; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W3.49405; Escuela Académico \W3.49405; Profesional de Ingeniería \W3.49405; Civil \W3.87259; UNIVERSIDAD \W3.87259; NACIONAL DE \W3.87259; CAJAMARCA \W9.69257; \W0.76330; FACULTADA DE INGENIERIA \W5.38165; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W9.69230; \W3.49405; Escuela Académico \W3.49405; Profesional de Ingeniería \W3.49405; Civil

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