Draft Charging Station DWG Detail for AutoCAD

Draft Charging Station contains plant; cimentacion; cuts; facade; details

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

retaining wall, foundation wall of cont., detail of abutments, detail of footing and column, simple concrete hºsº, for lateral retaining wall, platform, loading station, bleachers, floor plan, ramp, foundations and foundations, compacted earth , natural terrain, retaining wall, front view, metal wheel with bearing, metal guide, bearings, strap, detail of gate, anchor, detail angular profile perimeter of the platform, filling, armor beams and columns, floor h º a º, ground tamped, shoe of hº toº, detail of shoes, details, cut to-a ‘, earth filling, court b-b’, for retaining wall platforms, perspective bleachers, modification in ramp for little slope

Raw text data extracted from CAD file:

\A1;0.30m \A1;2.50m \A1;0.55m \A1;16.90m \A1;3.00m \A1;3.00m \A1;17.40m \A1;3.00m \A1;6.30m \A1;0.15m \A1;0.12m \A1;0.55m \A1;0.30m \A1;0.30m \A1;0.55m \A1;0.15m \A1;0.50m \A1;31.20m \A1;0.12m \A1;0.15m \A1;2.50m ESTRIBO Ø 5/16 C/25 CM Ø 5/16 C/25 CM ESC. 1:20 MURO DE CONTENCIÓN 2.030000000000001 0.1500000000000057 0.1500000000000057 0.1200000000000045 4 Ø 5/16 ESTRIBO 5/16 C/25 CM \A1;2.03m \A1;0.15m \A1;0.15m \A1;0.12m 0.5500000000000114 0.1505900719255564 5 0.1199999999999974 CIMIENTO MURO DE CONT. ESC. 1:20 DETALLE DE ESTRIBOS 4 Ø 5/16 ESTRIBO 5/16 C/25 CM \A1;0.55m \A1;0.15m \A1;0.50m \A1;0.12m 1.5 1.5 0.5499999999999972 0.3000000000000114 ESC. 1:20 DETALLE DE ZAPATA Y COLUMNA 4 Ø 5/8 PLIZADO DE Ø 3/8 HORMIGON SIMPLE HºSº 0.5 0.2000000000000028 1.5 1.5 Ø 5/16 C/15 CM \A1;1.50m \A1;1.50m \A1;0.55m \A1;0.30m \A1;0.50m \A1;0.20m \A1;1.50m \A1;1.50m \A1;1.50m \A1;1.50m \A1;0.15m \A1;0.30m \A1;1.83m 2.030000000000001 0.1200000000000045 PARA MURO DE CONTENCIÓN LATERAL ESC. 1:20 DETALLE DE ESTRIBOS 1.990000000000009 0.0799999999999983 ESTRIBO Ø 5/16 C/25 CM Ø 5/16 C/25 CM +0,00m 4.852376072497635 1.0 1.0 0.5 1.5 2.998134402598907 +1,10m 5 1.25 7.72468631163261 8.601901412949836 5 1.099999999999994 0.5 0.2516997977955668 0.25 6.826652604048292 5 2.029999999999972 0.6000000000000227 5 0.5 2.029999999999972 5 0.398551087263769 3.33144891273622 3.629632813612147 1.712494552592659 3.000000000176158 2.581448912736213 \A1;5.57m \A1;1.00m \A1;1.00m \A1;0.50m \A1;1.50m \A1;3.00m \A1;2.50m \A1;1.25m \A1;2.50m \A1;0.20m \A1;2.03m \A1;3.33m \A1;3.74m \A1;0.20m \A1;4.00m \A1;2.83m \A1;11.82m \A1;4.85m \A1;1.00m \A1;1.00m \A1;0.50m \A1;1.50m \A1;3.00m \A1;0.50m \A1;2.03m \A1;0.30m \A1;0.40m \A1;3.33m \A1;3.63m \A1;1.71m \A1;3.00m \A1;2.58m \A1;2.50m \A1;1.25m \A1;7.72m \A1;8.60m \A1;12.33m \A1;1.10m \A1;0.50m \A1;0.25m \A1;0.25m \A1;6.83m \A1;0.15m \A1;2.03m \A1;0.60m \A1;1.83m +0,00m 5.574786001614996 1.0 1.0 0.5 1.5 2.998134402598907 5 5 5 0.1999999999999886 +1,10m 2.029999999999966 3.331448912736221 3.743337088878775 0.198551087263759 3.998134402598907 2.831448912736221 5 \A1;2.03m \A1;0.12m \A1;1.99m \A1;0.08m \A1;5.57m \A1;1.00m \A1;1.00m \A1;0.50m \A1;1.50m \A1;3.00m \A1;2.50m \A1;1.25m \A1;8.57m \A1;2.50m \A1;12.33m \A1;1.10m \A1;0.50m \A1;0.25m \A1;0.25m \A1;6.83m \A1;0.20m \A1;0.15m \A1;1.63m \A1;2.03m \A1;0.60m \A1;1.83m \A1;0.50m \A1;2.03m \A1;0.30m \A1;0.40m \A1;3.33m \A1;3.63m \A1;3.74m \A1;4.85m \A1;1.00m \A1;1.00m \A1;0.50m \A1;1.50m \A1;3.00m \A1;2.50m \A1;1.25m \A1;7.70m \A1;2.23m \A1;0.68m \A1;1.83m \A1;0.60m \A1;5.14m \A1;4.01m \A1;2.40m \A1;1.00m \A1;0.15m \A1;3.73m \A1;3.23m \A1;2.03m \A1;0.20m \A1;0.20m \A1;4.00m \A1;1.71m \A1;2.83m \A1;3.00m \A1;2.03m \A1;0.15m \A1;6.24m \A1;1.50m \A1;2.56m \A1;2.18m \A1;1.00m \A1;0.50m \A1;5.65m \A1;0.25m \A1;1.99m \A1;0.11m 5 ANDEN ANDEN 5 5 5 5 5 5 5 5 ESTACIÓN DE CARGA GRADERIAS PLANO DE PLANTA RAMPA 2 3 4 5 6 B C D E F G H I 7 A J B C D E F G H I A J 1 5 5 ZPT 1 ZPT 2 ZPT 3 ZPT 4 ZPT 5 ZPT 6 ZPT 7 ZPT 8 ZPT 19 ZPT 18 ZPT 17 ZPT 16 ZPT 15 ZPT 14 ZPT 13 ZPT 12 ZPT 22 ZPT 20 ZPT 9 ZPT 10 ZPT 11 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 FUNDACIONES Y CIMIENTOS \A1;2.40m \A1;0.55m \A1;0.15m \A1;1.81m ESTRIBO 0 5/16 C/25 CM ESTRIBO 0 5/16 C/25 CM 0 5/16 C/25 CM ESTRIBO 0 1/4 C/50 CM ESTRIBO 0 5/16 C/50 CM 5 5 0 5/16 C/20 CM TIERRA COMPACTADA TERRENO NATURAL \A1;1.50m 5 5 0 5/16 C/15 CM 5 \A1;0.15m \A1;0.25m MURO DE CONTENCION TACOS DE H° VISTA FRONTAL \A1;16.00m \A1;3.10m \A1;36.00m \A1;23.50m RAMPA ESCALA 1:200 \A1;4.36m \A1;4.36m \A1;3.20m \A1;4.36m \A1;4.36m \A1;2.70m \A1;5.10m \A1;2.52m \A1;5.10m \A1;5.10m \A1;5.10m \A1;36.00m \A1;5.10m \A1;5.10m \A1;5.10m \A1;2.50m \A1;3.94m \A1;4.06m \A1;4.06m \A1;3.94m \A1;3.00m \A1;18.00m \A1;3.00m \A1;1.50m \A1;1.50m \A1;1.50m \A1;1.50m \A1;0.55m \A1;0.30m DETALLE DE ESTRUCTURA RETICULAR P/ VIGAS Y COLUMNAS 0,25m \A1;0.50m \A1;0.30m 0.15m RUEDA METÁLICA CON RODAMIENTO TUBIN 20X60X2 MM CALAMINA GALVANIZADA TRAPEZOIDAL Nº 26 GUIA METÁLICA RODAMIENTOS CORREA DETALLE DE PORTÓN \A1;1.50m ANGULAR DE 2″ X 1/8″ MARCO TUBIN 40X60X2 MM CALAMINA GALVANIZADA TRAPEZOIDAL Nº 26 DETALLE DE PORTÓN \A1;2.40m \A1;3.00m ANCLAJE 2″X3/16″ DETALLE PERFIL ANGULAR PERIMETRO DEL ANDEN RELLENO ARMADURA DE VIGAS Y COLUMNAS 0.20m 0.50m 4 Ø 16MM PLIZADO Ø 10MM PISO DE Hº Aº \A1;0.25m \A1;0.15m \A1;1.65m \A1;0.15m TIERRA APISONADA ZAPATA DE Hº Aº \A1;0.80m 6 Ø 16MM DETALLE DE ZAPATAS ESC. 1:25 Ø 8 C/20CM 0.30m 0.55m detalles A A’ +0,00m 5 5 5 5 CORTE A-A’ 5 5 +1,10m 5 5 5 +0,00m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +1,10m 5 5 5 5 5 5 5 5 5 5 5 5 PLANO MODIFICADO “SETECI” 5 5 5 5 5 5 5 5 relleno de tierra 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B’ 5 5 5 5 5 5 5 5 5 PARA MURO DE CONTENCIÓN ANDENES ESC. 1:20 DETALLE DE ESTRIBOS 5 5 CORTE : 199 + 11 + 199 + 11 + 4 = 424 CM CANT. DE ESTRIBOS: 275 PZAS Ø 5/16 ESTRIBO Ø 5/16 C/25 CM Ø 5/16 C/25 CM solo laterales 2.73m 2.23m perspectiva gradas modificacion en rampa por poca pendiente B B