Biodigestor DWG Block for AutoCAD

Construction of support structure for biodigester in flood zones

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

municipality, Progress, top, plug, top, Yee, plug, tee, Cleaning cap, filter, Sludges, Water, lightened slab, Percolation box cut, Perforated tube, Own material, sand, Stuffed with, selected, sand, Geotextile nt, scale:, sand, Own material, Stuffed with, selected, your B. Pvc sap, Slotted cm, Exit, Sludges, Pvc pipe class, Liviana sp, Ntp, elbow, Grooved tubing cm, Detail tub. Percolation, cut, Slab plant, Esc:, Detail of perimeter of biodigestor, Esc:, Detail of perimeter of biodigestor, Esc:, clamp, Biodigestor protection detail, Esc:, Biodiestor rp, N.t.n, Sand bed, Sole, mortar, Technical specifications, foundations, Those indicated in the plans, Columns cm beams cm shoes cm foundation beams cm, Together, masonry, Coatings, Reinforced concrete, Standard hooks splices, Foundation, Clay brick, mortar, Filled with asphalt as indicated in the drawings., Finished with except tank., Foundation beam, Shoes, Columns, Solid lightweight slab, Astm steel, Beams, sidewalk, mortar, sport slab, mortar, stairs, ramp, Grandstand, Overlap frame, Of rods in corrugated iron, Standard hook frame, Dde columns beams, Of bending of stirrups in columns beams

Raw text data extracted from CAD file:

B E L E N MUNICIPALIDAD D I S T R I T A L J U N T O S EL PROGRESO 1.10 0.60 0.40 0.60 0.10 1.10 1.60 1.60 1.37 1.35 1.35 1.20 0.48 r = 0.48 0.20 0.96 0.20 1.33 1.36 0.36 0.23 0.36 0.20 0.96 0.20 1.28 0.36 0.23 0.36 1.20 1.35 1.35 0.20 0.20 1.62 0.63 0.20 0.13 0.61 R0.68 1.28 0.10 0.10 \A1;0.40 G L R 45° a TAPA TAPON D=4″ TAPA YEE D=4″ TAPON D=4″ TEE D=4″ TAPON PARA LIMPIEZA FILTRO LODOS AGUA AGUA 5 losa aligerada CAJA DE PERCOLACION CORTE A-A TUBO PERFORADO MATERIAL PROPIO ARENA A-3 RELLENO CON SELECCIONADO ARENA 5 5 5 5 5 GEOTEXTIL NT 3000 Ø=4″-PVC-SAP Escala: 1/25 5 5 5 ARENA ARENA A-3 MATERIAL PROPIO RELLENO CON SELECCIONADO TUB. PVC SAP D=4″ C-7.5 A A \A1;TUBERIA RANURADA Ø \S1/2; CM Salida de Lodos Tubo PVC Clase Liviana (SAL) – SP NTP 399.003 Ø=4″ CODO 90º D=4″ 1 1 Tuberia Ranurada Ø .05 cm DETALLE – TUB. PERCOLACION CORTE 1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE LOSA ESC: 1/25 5 5 DETALLE DE LOZA PERIMETRAL DE BIODIGESTOR ESC: 1/25 DETALLE DE LOZA PERIMETRAL DE BIODIGESTOR ESC: 1/25 Abrazadera D=4″ Abrazadera D=4″ 5 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 5 5 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 Ø 1/2″@ 0.20 r = 0.48 5 5 DETALLE DE PROTECCION DE BIODIGESTOR ESC: 1/25 BIODIESTOR RP 1300 0.20 5 5 5 5 5 5 5 5 N.T.N Cama de Arena Solado 5 5 5 Mortero f’c=175 Kg/cm2 Mortero C:A= 1:10 ESPECIFICACIONES TECNICAS Cimientos Los indicados en los planos Columnas = 4 cm Vigas = 4 cm Zapatas = 7.5 cm Vigas de cimentación = 4 cm Juntas Albañilería Recubrimientos Concreto armado Empalmes y ganchos standar Cimiento corrido Ladrillo Tubular de Arcilla f´m=45 Kg/cm2 f´b=130 Kg/cm2 Mortero cemento= 1:5 Rellenadas con asfalto según lo indicado en los planos. Acabado con cemento, bruñado, excepto cisterna. Viga de cimentación : f´c=175 Kg/cm2 Zapatas : f´c=175 Kg/cm2 Columnas : f´c=210 Kg/cm2 Losa aligerada – Maciza : f´c=210 Kg/cm2 Acero ASTM Grado 60 : fy=4,200 Kg/cm2 Vigas : f´c=210 Kg/cm2 Vereda Mortero f’c=175 Kg/cm2 Losa Deportiva Mortero f’c=140 Kg/cm2 Escalera : f´c=210 Kg/cm2 Rampa : f´c=210 Kg/cm2 Graderia : f´c=210 Kg/cm2 CUADRO DE TRASLAPES L(cm) 50 40 30 d 1/2″ 3/8″ 1/4″ DE VARILLAS EN FIERRO CORRUGADO 1/4″ 3/8″ 1/2″ Ø 10 15 20 G(cm) CUADRO DE GANCHOS STANDAR G L 5/8″ 70 25 5/8″ R d 3/8″ 1/4″ 5 dDE COLUMNAS O VIGAS a R 3cm. 2cm. 8cm. 13cm. a \LDETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS O VIGAS \T1.2;ESC: 1/25