Collection – Intake – Rio Uptake DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

nm, metal flywheel type flap, description, metal grid of de m., picture pickup accessories, und., und., cant, und., barrage, mattress, Technical specifications, armed:, concrete, will be used in the structures: walls, steel, it will be used for the reinforcement of the base walls, outdoors with sand cement, the external faces of the structures will be plastered, accessories, the accessories will be placed according to the plans, barrage, mattress, scale, plant bocatoma, scale, bocatoma cut b ‘, scale, bocatoma cut to ‘, scale, gate detail, scale, detail of the grid, scale, channel section, scale, neckless washer, kilometers, ground, flush, cut, scale, nozzle, barrage, bocatoma

Raw text data extracted from CAD file:

N.M \A1;0.30 \A1;0.20 \A1;0.53 \A1;1.70 \A1;1.17 \A1;0.44 \A1;0.50 \A1;1.00 \A1;1.00 \A1;4.70 \A1;0.20 \A1;1.70 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;1.40 \A1;0.60 \A1;1.00 \A1;0.17 \A1;0.50 \A1;1.70 \A1;0.60 \A1;0.60 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.86 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.85 \A1;0.30 \A1;0.30 \A1;1.00 \A1;1.00 \A1;0.50 \A1;1.40 \A1;4.70 \A1;4.20 \A1;0.30 \A1;5.26 \A1;7.40 \A1;0.94 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.86 \A1;0.30 \A1;0.60 \A1;0.30 \A1;3.80 \A1;0.20 \A1;1.70 \A1;1.40 \A1;0.20 0.30 0.60 0.20 0.50 0.10 0.40 0.10 0.20 0.60 0.10 0.30 \A1;9.20 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.40 0.30 0.60 \A1;0.65 \A1;1.70 \A1;0.40 \A1;0.60 \A1;0.85 \A1;0.10 \A1;4.20 \A1;0.60 \A1;0.20 \A1;4.50 \A1;0.20 \A1;0.20 \A1;0.30 \A1;1.70 Compuerta metálica tipo Volante DESCRIPCIÓN Rejilla metálica de Ø3/4″ e=1″ de 0.30 x 0.20 m. CUADRO ACCESORIOS DE LA CAPTACIÓN Und. 1 Und. CANT. UND. 1 5 5 5 5 5 5 5 5 5 5 5 5 Barraje Colchón 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESPECIFICACIONES TECNICAS -CONCRETO ARMADO: CONCRETO F’C=210 KG/CM2 SE USARA EN LAS ESTRUCTURAS: PAREDES ACERO F’Y=4200 KG/CM2 SE USARA PARA EL REFUERZO DE LA BASE Y PAREDES -TARRAJEO EN EXTERIORES CON CEMENTO ARENA (MORTERO 1:5) SE HARA EL ENLUCIDO DE LAS CARAS EXTERIORES DE LAS ESTRUCTURAS -INSTALACION DE ACCESORIOS LOS ACCESORIOS SE COLOCARAN DE ACUERDO A LOS PLANOS 5 5 5 5 5 5 5 Barraje Colchon Q 5 5 5 5 A A’ 5 5 5 5 5 5 5 5 5 5 5 5 B B’ 1/50 Escala PLANTA – BOCATOMA 1/40 Escala BOCATOMA CORTE B- B’ 1/40 Escala BOCATOMA CORTE A- A’ 1/25 Escala DETALLE DE COMPUERTA 5 5 5 5 5 1/25 Escala DETALLE DE LA REJILLA 5 5 5 5 5 5 5 5 5 5 5 5 5 1/25 Escala CANAL SECCIÓN TIÍCA 5 5 5 5 5 5 1/20 Escala AFORADOR SIN CUELLO 3610 3611 3612 3613 3614 3610 3611 3612 3613 3614 KILOMETRAJES TERRENO RASANTE CORTE 0+000 0+001 0+002 0+003 0+004 0+005 0+006 0+007 0+008 0+009 0+010 0+011 3611.78 3611.99 3611.23 3611.53 3611.53 3611.53 3611.53 3611.53 3611.23 3611.80 3611.78 3611.99 3611.23 3611.53 3611.53 3611.53 3611.53 3611.53 3611.23 3611.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1/20 Escala AFORADOR SIN CUELLO – CORTE Y-Y 5 5 Y Y 5 5 5 5 5 Barraje 5 5 5 5 5 5 5 5 5 BOCATOMA