Uptake Of Rio In Sierra DWG Plan for AutoCAD

tipocos plans for a captacin Rio Sierra – Planimetria – Plants Bocaoma – Profile Land – Cortes

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

Woods of, Sink, Of too much, Rounded mt of pesos, Rounded mt, Channel terrain quota, Of too much, Sink, Woods of, Wood of, Barrage, Level of barrage foundation, Fc wall p.m., Foundation fc p.m., Spillway, Wall, C., Hatch type hatch with lift system, Foundation p.m., floor, Canal floor, Corrugated iron, Of catchment, Hatch type hatch with lift system, Foundation, card, Hatch type hatch with lift system, Corrugated iron, Double iron mesh, Hatch type hatch with lift system, Double iron mesh, iron, Rounded mt of natural terrain, Rounded mt, Rounded mt topographic left side bump, Rounded mt, Rounded mt, Rounded mt, Of too much, Sink, Woods of, Rounded mt, Rounded mt, Rounded mt of influence of ravine on the capture, Rounded mt, Typical plans of a river catchment in sierra

Raw text data extracted from CAD file:

\A1;85° \A1;0.9 \A1;1.82 \A1;3.6 \A1;1.58 \A1;1.8 \A1;2.8 \A1;4 \A1;4.4 \A1;2.98 \A1;1.8 \A1;3.6 \A1;1.6 \A1;2.8 \A1;1.8 \A1;4 \A1;15.6 \A1;85° \A1;1.50 \A1;0.60 \A1;1.85 \A1;0.70 \A1;0.80 \A1;0.60 \A1;4.4 \A1;2.98 \A1;0.80 \A1;1.00 \A1;0.61 \A1;2.11 \A1;0.60 \A1;1.04 \A1;1.11 \A1;1.01 \A1;0.40 \A1;1.00 \A1;0.20 \A1;0.93 \A1;1.04 \A1;1.82 \A1;2.08 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.91 3,390 3,375 3,380 0+00 02 3,395 3,385 \fArial|b0|i0|c0|p34;02 MADERAS DE 1*1*8 5 \fArial|b0|i0|c0|p34;COLCHON DISIPADOR \fArial|b0|i0|c0|p34;BARRAJE \fArial|b0|i0|c0|p34;DERIVADOR DE DEMASIAS \fArial Rounded MT Bold|b0|i0|c0|p34;PERFIL DE PESOS Y AREAS 5 5 5 5 84 83 82 81 80 79 5 5 5 84 83 82 81 80 79 5 5 5 5 \A1;85 5 5 5 \A1;85 \A1;0.3 \A1;1 \A1;0.47 \fArial|b0|i0|c0|p34;3382.26 \A1;0.4 \A1;0.4 \A1;1.6 \A1;0.88 \fArial|b0|i0|c0|p34;3382.19 \fArial|b0|i0|c0|p34;3381.79 \fArial|b0|i0|c0|p34;3382.02 \fArial|b0|i0|c0|p34;3381.69 \fArial|b0|i0|c0|p34;3380.79 \fArial|b0|i0|c0|p34;3382.09 \fArial|b0|i0|c0|p34;3380.79 \fArial|b0|i0|c0|p34;3383.86 \A1;1 \fArial|b0|i0|c0|p34;3382.56 \A1;1.58 \A1;3.81 \A1;0.3 \A1;0.2 \A1;2.9 \A1;0.4 \A1;1 \A1;0.88 \A1;2 \fArial|b0|i0|c0|p34;3382.49 \fArial|b0|i0|c0|p34;3383.59 \fArial|b0|i0|c0|p34;3383.59 \fArial|b0|i0|c0|p34;3382.59 \A1;0.5 \A1;1 \A1;0.3 \A1;0.14 \A1;0.76 \A1;0.25 \A1;0.4 \A1;0.31 \A1;0.25 \A1;0.1 \A1;0.22 \A1;2.44 \A1;0.2 \A1;0.3 \A1;0.51 \A1;0.25 \A1;3.33 \A1;0.1 \A1;0.25 \A1;0.1 \A1;0.22 \A1;0.31 \A1;0.73 \A1;0.07 \A1;0.09 \A1;0.13 \A1;0.21 \A1;0.07 \A1;0.3 \A1;0.57 \A1;0.7 \A1;0.79 \A1;0.9 \A1;0.22 \A1;0.4 \A1;0.38 \A1;1 \A1;2.13 \A1;0.2 \A1;0.3 \A1;0.45 \A1;2.9 \fArial|b0|i0|c0|p34;3381.17 \fArial|b0|i0|c0|p34;3379.16 \fArial|b0|i0|c0|p34;3380.16 \A1;2.81 \A1;0.5 \A1;0.5 \A1;0.42 5 79 80 \A1;81 82 83 85 84 5 85 84 \A1;81 80 82 83 \fArial|b0|i0|c0|p34;3382.02 \fArial Rounded MT Bold|b0|i0|c0|p34;B – B \fArial|b0|i0|c0|p34;3383.21 \fArial|b0|i0|c0|p34;3382.59 \fArial|b0|i0|c0|p34;3382.09 \fArial|b0|i0|c0|p34;3381.79 \fArial|b0|i0|c0|p34;3381.69 \fArial|b0|i0|c0|p34;3380.79 \fArial|b0|i0|c0|p34;3382.09 \fArial|b0|i0|c0|p34;3380.79 \fArial|b0|i0|c0|p34;PUNTO COTA DE TERRENO DE CANAL \fArial|b0|i0|c0|p34;3379.16 \fArial|b0|i0|c0|p34;3380.16 5 \fArial|b0|i0|c0|p34;DERIVADOR DE DEMASIAS \fArial|b0|i0|c0|p34;BARRAJE \fArial|b0|i0|c0|p34;COLCHON DISIPADOR \fArial|b0|i0|c0|p34;02 MADERAS DE 1*1*8 \fCentury Schoolbook|b0|i0|c0|p18;A \fCentury Schoolbook|b0|i0|c0|p18;A \fCentury Schoolbook|b0|i0|c0|p18;B \fCentury Schoolbook|b0|i0|c0|p18;B \fCentury Schoolbook|b0|i0|c0|p18;CORTE A´ – A´ \fArial|b0|i0|c0|p34;3382.09 \fArial|b0|i0|c0|p34;3382.19 \fArial|b0|i0|c0|p34;3382.49 \fArial|b0|i0|c0|p34;3383.59 \fArial|b0|i0|c0|p34;3383.59 \fArial|b0|i0|c0|p34;3381.94 \fArial|b0|i0|c0|p34;3381.79 \fArial|b0|i0|c0|p34;3382.64 \fArial|b0|i0|c0|p34;3382.91 \fArial|b0|i0|c0|p34;3382.31 \fArial|b0|i0|c0|p34;3381.91 \fArial|b0|i0|c0|p34;3382.09 \fArial|b0|i0|c0|p34;S = 1% \A1;1.00 \A1;0.20 \A1;3.00 \A1;0.15 \A1;4.40 \A1;0.50 \A1;1.80 \A1;0.80 \A1;0.80 \A1;0.60 \A1;2.60 \A1;0.75 \A1;3.70 \A1;0.80 \A1;0.80 \A1;0.60 \fArial|b0|i0|c0|p34;3381.81 \fArial|b0|i0|c0|p34;3381.79 \fArial|b0|i0|c0|p34;3383.29 \fArial|b0|i0|c0|p34;3379.94 \A1;0.80 \fArial|b0|i0|c0|p34;3382.91 \fArial|b0|i0|c0|p34;3382.31 \fArial|b0|i0|c0|p34;3382.19 \fArial|b0|i0|c0|p34;3381.91 \fArial|b0|i0|c0|p34;3381.81 \fArial|b0|i0|c0|p34;3382.64 \fArial|b0|i0|c0|p34;3383.59 \fArial|b0|i0|c0|p34;3382.49 \fArial|b0|i0|c0|p34;3382.19 \fArial|b0|i0|c0|p34;3381.94 \fArial|b0|i0|c0|p34;3381.79 \fArial|b0|i0|c0|p34;S = 1% \fArial|b0|i0|c0|p34;3383.59 \fArial|b0|i0|c0|p34;3382.09 \fArial|b0|i0|c0|p34;3381.79 \A1;1.80 \A1;1.00 \A1;0.80 \A1;0.20 \A1;0.60 \A1;3.00 \A1;2.60 \A1;0.15 \A1;0.75 \A1;4.40 \A1;3.70 \A1;0.80 \A1;0.50 \A1;0.60 \A1;0.80 MADERA DE 1*8*7″ BARRAJE FC=175KG/CM2 BARRAJE FC=175KG/CM2 FC=175KG/CM2 + 30% P.G.\fSymbol|b0|i0|c2|p18;Æ\fRomantic|b0|i0|c2|p2; 12″ NIVEL DE CIMIENTO DE BARRAJE MURO FC =175KG/CM2 + 30% P.M. \fSymbol|b0|i0|c2|p18;Æ \fRomantic|b0|i0|c2|p2;5″ CIMIENTO FC =175KG/CM2 + 30% P.M. \fSymbol|b0|i0|c2|p18;Æ \fRomantic|b0|i0|c2|p2;5″ ALIVIADERO DE DEMASIAS MURO FC=175KG/CM2 CIMIENTO FC=175KG/CM2 + 30% P.G. \fSymbol|b0|i0|c2|p18;Æ\fRomantic|b0|i0|c2|p0; 10″ COMPUERTA TIPO RMECO CON SISTEMA IZAJE DE H=1.50m. \fArial|b0|i0|c0|p34;3382.27 CIMIENTO FC=175KG/CM2 + 30% P.M. \fSymbol|b0|i0|c2|p18;Æ\fRomantic|b0|i0|c2|p2; 4″ PISO FC=175KG/CM2 PISO DE CANAL FC=140KG/CM2 \fArial|b0|i0|c0|p34;CANAL \fArial|b0|i0|c0|p34;3382.59 \fArial|b0|i0|c0|p34;3380.79 \fArial|b0|i0|c0|p34;3380.99 \fArial|b0|i0|c0|p34;3380.99 \fArial|b0|i0|c0|p34;3381.16 02 Fierros Corrugados de 1/2″ \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \fArial|b0|i0|c0|p34;VENTANA DE CAPTACION \fArial|b0|i0|c0|p34;ESCALA 1/10 COMPUERTA TIPO RMECO CON SISTEMA IZAJE DE H=1.50m. \fCentury Schoolbook|b0|i0|c0|p18;C \fCentury Schoolbook|b0|i0|c0|p18;C \fCentury Schoolbook|b0|i0|c0|p18;A´ \fCentury Schoolbook|b0|i0|c0|p18;A´ CIMIENTO FC=175KG/CM2 \A1;0.20 \A1;0.15 \A1;0.42 \A1;0.40 \A1;0.60 \A1;0.15 \A1;0.28 \A1;0.28 \A1;0.12 \A1;0.69 \A1;0.60 \A1;0.05 \A1;0.10 \A1;0.15 \A1;0.20 5 \A1;0.60 \A1;0.15 \A1;0.28 \A1;0.42 \A1;0.40 5 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 5 5 Tarjeta 1/2″ 0.40*0.28 COMPUERTA TIPO RMECO CON SISTEMA IZAJE DE H=1.50m. \fCentury Schoolbook|b0|i0|c0|p18;CORTE C – C \fArial|b0|i0|c0|p34;ESCALA 1/10 5 02 Fierros Corrugados de 1/2″ \fCentury Schoolbook|b0|i0|c0|p18;D \fCentury Schoolbook|b0|i0|c0|p18;D 5 Doble Malla Fierro 3/8″ @ 0.15 \A1;0.20 \A1;0.20 \A1;0.20 COMPUERTA TIPO RMECO CON SISTEMA IZAJE DE H=1.50m. Doble Malla Fierro 3/8″ @ 0.15 Fierro 3/8″ @ 0.05m fierro 3/8″ @ 0.10m Fc=175kg/cm2 FC=175KG/CM2 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.06 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.25 \A1;0.60 \fArial|b0|i0|c0|p34;ESCALA 1/10 \fCentury Schoolbook|b0|i0|c0|p18;CORTE D – D \A1;0.42 5 83 82 80 \A1;81 84 85 \A1;0.5 \A1;0.5 5 \fCentury Schoolbook|b0|i0|c0|p18;CORTE A – A \fCentury Schoolbook|b0|i0|c0|p18;ESCALA : 1/50 \fCentury Schoolbook|b0|i0|c0|p18;ESCALA : 1/50 \fCentury Schoolbook|b0|i0|c0|p18;ESCALA : 1/50 \fCentury Schoolbook|b0|i0|c0|p18;CORTE A – A \A1;0.80 \A1;3.70 \A1;0.80 \A1;1.80 \A1;0.50 \A1;4.40 \fArial|b0|i0|c0|p34;3382.09 \A1;0.60 \A1;0.80 \A1;0.75 \A1;2.60 \A1;0.60 \A1;0.80 \A1;0.15 \A1;3.00 \A1;0.20 \A1;1.00 \fArial|b0|i0|c0|p34;3382.09 \fArial|b0|i0|c0|p34;3382.19 \fArial|b0|i0|c0|p34;3381.79 \fArial|b0|i0|c0|p34;3383.59 \fArial|b0|i0|c0|p34;3381.81 \fArial|b0|i0|c0|p34;S = 1% \fArial|b0|i0|c0|p34;3381.91 \fArial|b0|i0|c0|p34;3382.31 \fArial|b0|i0|c0|p34;3382.91 \fArial|b0|i0|c0|p34;3382.64 \fArial|b0|i0|c0|p34;3381.79 \fArial|b0|i0|c0|p34;3381.94 \fArial|b0|i0|c0|p34;3383.59 \fArial|b0|i0|c0|p34;3382.49 83 82 80 \A1;81 84 85 \fArial Rounded MT Bold|b0|i0|c0|p34;PERFIL DE TERRENO NATURAL \fArial Rounded MT Bold|b0|i0|c0|p34;ESCALA: 1/50 \fArial Rounded MT Bold|b0|i0|c0|p34;ESCALA: 1/20 \fCentury Schoolbook|b0|i0|c0|p18;CORTE B – B \fCentury Schoolbook|b0|i0|c0|p18;ESCALA : 1/50 3,380 3,385 3,385 3,380 \fArial Rounded MT Bold|b0|i0|c0|p34;PLANTA Y TOPOGRAFICO BOCATOMA LATERAL IZQUIERDO \fArial Rounded MT Bold|b0|i0|c0|p34;ESCALA : 1/250 \fCentury Schoolbook|b0|i0|c0|p18;E \fCentury Schoolbook|b0|i0|c0|p18;E \fCentury Schoolbook|b0|i0|c0|p18;3380 \fCentury Schoolbook|b0|i0|c0|p18;3381 \fCentury Schoolbook|b0|i0|c0|p18;3382 \fCentury Schoolbook|b0|i0|c0|p18;3383 \fCentury Schoolbook|b0|i0|c0|p18;3384 \fCentury Schoolbook|b0|i0|c0|p18;3379 \fCentury Schoolbook|b0|i0|c0|p18;3382.64 \fCentury Schoolbook|b0|i0|c0|p18;3382.64 \fCentury Schoolbook|b0|i0|c0|p18;3381.94 \fCentury Schoolbook|b0|i0|c0|p18;3381.79 \fCentury Schoolbook|b0|i0|c0|p18;3382.27 \fCentury Schoolbook|b0|i0|c0|p18;3382.00 \fCentury Schoolbook|b0|i0|c0|p18;3380.00 \fCentury Schoolbook|b0|i0|c0|p18;3379.80 \fCentury Schoolbook|b0|i0|c0|p18;3379.40 \fCentury Schoolbook|b0|i0|c0|p18;3379.30 \fCentury Schoolbook|b0|i0|c0|p18;3381.46 \fCentury Schoolbook|b0|i0|c0|p18;3381.36 \A1;0.99 \A1;3.35 \A1;0.89 \A1;0.21 \A1;0.15 \A1;0.80 \A1;0.15 \fArial Rounded MT Bold|b0|i0|c0|p34;CORTE E-E ALIVIADERO DE DEMASIAS \fArial Rounded MT Bold|b0|i0|c0|p34;ESCALA : 1/20 \fCentury Schoolbook|b0|i0|c0|p18;A´ \fCentury Schoolbook|b0|i0|c0|p18;A \fCentury Schoolbook|b0|i0|c0|p18;E \fCentury Schoolbook|b0|i0|c0|p18;E \fCentury Schoolbook|b0|i0|c0|p18;D \fCentury Schoolbook|b0|i0|c0|p18;D \fCentury Schoolbook|b0|i0|c0|p18;A´ \fCentury Schoolbook|b0|i0|c0|p18;C \fCentury Schoolbook|b0|i0|c0|p18;C \fCentury Schoolbook|b0|i0|c0|p18;B \fCentury Schoolbook|b0|i0|c0|p18;A \fCentury Schoolbook|b0|i0|c0|p18;B \fArial|b0|i0|c0|p34;DERIVADOR DE DEMASIAS \fArial|b0|i0|c0|p34;BARRAJE \fArial|b0|i0|c0|p34;COLCHON DISIPADOR \fArial|b0|i0|c0|p34;02 MADERAS DE 1*1*8 80° \A1;5.71 0.15 5.41 \A1;0.15 \A1;4.58 \A1;4.40 \A1;2.08 \A1;4.40 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.65 \A1;0.35 \A1;2.81 \A1;0.45 \A1;0.89 \A1;2.00 5 5 5 5 5 5 5 \fArial Rounded MT Bold|b0|i0|c0|p34;PLANTA BOCATOMA LATERAL IZQUIERDO \fArial Rounded MT Bold|b0|i0|c0|p34;ESCALA : 1/250 \fArial Rounded MT Bold|b0|i0|c0|p34;TOPOGRAFICO DE INFLUENCIA DE QUEBRADA SOBRE LA CAPTACION \fArial Rounded MT Bold|b0|i0|c0|p34;ESCALA : 1/20 \W5.40350; PLANOS TIPICOS DE UNA \W5.71035; CAPTACION DE RIO EN SIERRA