Driving Channel DWG Block for AutoCAD

Plano raceway in dam

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

dam – earth dam, yanacocha river, yanacocha lagoon, concrete channel, water well, wall, earth dam, spillway, maximum level of damming, grade, final line, preliminary and points, nomenclature, start and end of the canal, contours, bridge, symbol, legend, road, viable road, spillway to be demolished, dimensions, accumulated distance, terrain, elevation, type of terrain, longitudinal profile of the yanacocha dam channel, cut, filling, board asphalt, filling, cutting, ground cleaning line, excavation line, alignment, hydraulic and geometrical characteristics of the channel, section type, concrete dam to be demolished, discharge outlet to be demolished, longitudinal profile of irrigation channel, canal plant the yanacocha dam, contractor:, sheet:, project:, date, description, approval, review, district, province, scale, plan:, director, specialist, design, specialty, contract

Raw text data extracted from CAD file:

\A1;50.00 \A1;50.00 \A1;50.00 \A1;50.00 \A1;50.00 \A1;50.00 \A1;50.00 \A1;50.00 NM \A1;100 \A1;100 \A1;100 \A1;500 \A1;100 \A1;100 1/250 5 5 1/100 5 5 1/50 5 5 1/25 5 5 1/250_PERFIL 1/100_PERFIL 1/50_PERFIL 1/25_PERFIL REPRESA – DIQUE DE TIERRA RIO YANACOCHA LAGUNA YANACOCHA CANAL DE CONCRETO CANAL DE CONCRETO CANAL DE CONCRETO CANAL DE CONCRETO POZA DE AGUA ESPEJO DE AGUA COTA = 4249.85m. CANAL SALIDA CF=4246.88 MURO CANAL LLEGADA CF=4244.11 RIO YANACOCHA DIQUE DE TIERRA ALIVIADERO DE DEMASÍAS NIVEL MAXIMO DE REPRESAMIENTO COTA : 4252.0 m.s.n.m. RASANTE TRAZO FINAL TRAZO PRELIMINAR Y PUNTOS NOMENCLATURA INICIO Y FINAL DEL CANAL CURVAS DE NIVEL PUENTE SIMBOLO LEYENDA P1 CARRETERA \A1;62.2043 4271.00 4269.00 4268.00 4268.00 4267.00 4267.00 4266.00 4266.00 4264.00 4264.00 4263.00 4263.00 4262.00 4262.00 4261.00 4261.00 4259.00 4259.00 4258.00 4258.00 4257.00 4257.00 4256.00 4256.00 4256.00 4256.00 4254.00 4254.00 4254.00 4254.00 4253.00 4253.00 4253.00 4253.00 4252.00 4252.00 4252.00 4252.00 4251.00 4251.00 4251.00 4251.00 4249.00 4249.00 4249.00 4249.00 4248.00 4248.00 4248.00 4248.00 4247.00 4247.00 4247.00 4247.00 4246.00 4246.00 4246.00 4270.00 4265.00 4265.00 4260.00 4260.00 4255.00 4255.00 4255.00 4255.00 4250.00 4250.00 4250.00 4250.00 RIO YANACOCHA VIA CARROZABLE 4246.00 ALIVIADERO A DEMOLER 366 000 E 366 000 E 366 050 E 366 050 E 366 100 E 366 100 E 366 150 E 366 150 E 366 200 E 366 200 E 366 250 E 366 250 E 366 300 E 366 300 E 366 350 E 366 350 E 8 808 550 N 8 808 550 N 8 808 600 N 8 808 600 N 8 808 650 N 8 808 650 N 8 808 700 N 8 808 700 N 8 808 750 N 8 808 750 N 8 808 800 N 8 808 800 N 8 808 850 N 8 808 850 N 8 808 900 N 8 808 900 N 8 808 950 N 8 808 950 N 8 809 000 N 8 809 000 N 8 809 050 N 8 809 050 N 8 809 100 N 8 809 100 N DIMENCIONES LONGITUD (m) DISTANCIA ACUMULADA TERRENO COTA DEL 5 5 5 5 TIPO DE TERRENO \A1;NORMAL 5 \A1;NORMAL ESC: H=1/1,000 V=1/1,000 PERFIL LONGITUDIONAL DEL CANAL DE LA REPRESA YANACOCHA CANAL-ALT-03 PROFILE CANAL-ALT-03 PROFILE 4244 4246 4248 4250 4252 4244 4246 4248 4250 4252 0+020 4247.06 4247.065 0+040 4247.28 4247.276 0+060 4246.85 4246.851 0+080 4247.23 4247.226 0+100 4247.02 4247.023 0+120 4246.95 4246.949 0+140 4246.76 4246.759 0+160 4246.60 4246.604 0+180 4247.14 4247.142 0+200 4246.86 4246.855 0+220 4246.63 4246.630 0+240 4247.10 4247.099 0+260 4246.68 4246.678 0+280 4246.56 4246.556 0+300 4246.75 4246.745 0+320 4246.99 4246.989 0+340 4246.54 4246.543 0+360 4246.75 4246.748 0+380 4247.11 4247.110 0+400 4247.18 4247.183 0+420 4246.37 4246.371 0+440 4247.03 4247.035 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 4 2 0 -2 -4 4252 4250 4248 4246 4244 4252 4250 4248 4246 4244 4 2 0 -2 -4 4252 4250 4248 4246 4244 4252 4250 4248 4246 4244 4 2 0 -2 -4 4252 4250 4248 4246 4244 4252 4250 4248 4246 4244 4 2 0 -2 -4 4252 4250 4248 4246 4244 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 4 2 0 -2 -4 4254 4252 4250 4248 4246 4244 4254 4252 4250 4248 4246 4244 0+000 0+025 0+050 0+075 0+100 0+125 0+150 0+175 0+200 0+225 0+250 0+275 0+300 0+325 0+350 0+375 0+400 0+425 0+450 0+440.00 0+420.00 0+400.00 0+380.00 0+360.00 0+340.00 0+320.00 0+300.00 0+280.00 0+260.00 0+240.00 0+220.00 0+200.00 0+180.00 0+160.00 0+140.00 0+120.00 0+100.00 0+080.00 0+060.00 0+040.00 0+020.00 0+000.00 4252 4250 4248 4246 4244 4247.03 0+440 4246.37 0+420 4247.18 0+400 4247.11 0+380 4246.75 0+360 4246.54 0+340 4246.99 0+320 4246.75 0+300 4246.56 0+280 4246.68 0+260 4247.10 0+240 4246.63 0+220 4246.86 0+200 4247.14 0+180 4246.60 0+160 4246.76 0+140 4246.95 0+120 4247.02 0+100 4247.23 0+080 4246.85 0+060 4247.28 0+040 4247.06 0+020 4252 4250 4248 4246 4244 AC = 2.608 m² AR = 0.498 m² Corte Relleno AC = 0.971 m² AR = 0.535 m² AC = 1.140 m² AR = 0.503 m² AC = 1.059 m² AR = 0.507 m² AC =0.950 m² AR =0.498 m² AC = 1.057 m² AR = 0.519 m² AC = 1.026 m² AR = 0.542 m² AC = 0.963 m² AR = 0.533 m² AC =0.927 m² AR =0.530 m² AC =0.846 m² AR =0.512 m² AC = 1.056 m² AR = 0.497 m² AC = 1.021 m² AR = 0.501_ m² AC = 1.109 m² AR = 0.555 m² AC = 0.973 m² AR = 0.507 m² AC = 0.730 m² AR = 0.572 m² AC = 1.039 m² AR = 0.498 m² AC = 1.066 m² AR = 0.499 m² AC = 0.946 m² AR = 0.498 m² AC = 1.145 m² AR = 0.498 m² AC = 1.581 m² AR = 0.498 m² AC = 1.726 m² AR = 0.498 m² AC = 0.626 m² AR = 0.486 m² AC = 1.459 m² AR = 0.498 m² AC = 1.088 m² AR = 0.50 m² 0+160.00 0+140.00 ESCALA:1/5 \LDETALLE DE JUNTA DE DILATACION C/5.0\fTimes New Roman|b0|i0|c238|p18;m \fArial|b0|i0|c0|p34; JUNTA ASFALTICA REVESTIMIENTO CONCRETO f’c=175Kg/cm2 0.15 \LDETALLE DE JUNTAS CANAL RECTANGULAR RASANTE RELLENO CORTE NOMENCLATURA SIMBOLO LEYENDA CANAL-ALT-03 PROFILE 4244 4246 4248 4250 4252 4244 4246 4248 4250 4252 0+020 4247.06 4247.065 0+040 4247.28 4247.276 0+060 4246.85 4246.851 0+080 4247.23 4247.226 0+100 4247.02 4247.023 0+120 4246.95 4246.949 0+140 4246.76 4246.759 0+160 4246.60 4246.604 0+180 4247.14 4247.142 0+200 4246.86 4246.855 0+220 4246.63 4246.630 0+240 4247.10 4247.099 0+260 4246.68 4246.678 0+280 4246.56 4246.556 0+300 4246.75 4246.745 0+320 4246.99 4246.989 0+340 4246.54 4246.543 0+360 4246.75 4246.748 0+380 4247.11 4247.110 0+400 4247.18 4247.183 0+420 4246.37 4246.371 0+440 4247.03 4247.035 0+460 4246.85 4246.847 0+480 4246.95 4246.954 0+500 4246.80 4246.799 0+460 4246.85 0+480 4246.95 0+500 4246.80 5 \A1;NORMAL \A1;NORMAL \A1;NORMAL \A1;NORMAL \A1;NORMAL 0+460.00 0+480.00 0+500.00 0+475 0+500 1 2 3 4 5 6 7 8 9 \LPartidor \lProgresiva : Km \fTimes New Roman|b0|i0|c0|p18;0\fTimes New Roman|b0|i0|c238|p18;+000 \A1;FONDO DE CANAL – S=1 \S00#0; \A1;FONDO DE CANAL – S=1 \S00#0; \W5.71946; \fTimes New Roman|b1|i0|c0|p18;\LSECCION TRANSVERSAL TIPICA DEL CANAL C H Y b CONCRETO f’c=175 kg/cm2, e=0.15m 0.50m máx. \LPerfil de Terreno Talud de Relleno 1 : 0.5 BL Línea de Limpieza de Terreno Talud de Corte 1 : 0.5 Línea de Excavación 0.20m máx. 0.20m máx. Espesor mín=0.15m 0.15m 0.15m AL DE ALINEAMIENTO CARACTERISTICAS HIDRAULICAS Y GEOMETRICAS DEL CANAL TIPO SECCION BL (m) LONGITUD \W5.67523; (m) Y \H0.75x;(m) \W3.73142; Q (m3/seg) T \H0.75x;(m) R \H0.75x;(m) V \H0.75x;(m/seg) A \H0.75x;(m2) P \H0.75x;(m) S \H0.75x;(m/m) b \H0.75x;(m) n H \H0.75x;(m) C \H0.75x;(m) F 0.80 0.001 1.77 0.320 0.014 0.486 0.219 0.822 0.389 0+000 0+500 500.0 0.80 0.65 0.10 I 0.164 0.376 0+460.00 4244 4246 4248 4250 4252 4244 4246 4248 4250 4252 0+500.00 4244 4246 4248 4250 4252 4244 4246 4248 4250 4252 0+480.00 4244 4246 4248 4250 4252 4244 4246 4248 4250 4252 4 2 0 -2 -4 4 2 0 -2 -4 4 2 0 -2 -4 AC = 1.113 m² AR = 0.501 m² AC = 1.051 m² AR = 0.498 m² AC = 1.282 m² AR = 0.498 m² @2.50m DIQUE CONCRETO A DEMOLER SALIDA DE DESCARGA A DEMOLER PERFIL LONGITUDINAL DE CANAL DE RIEGO ESC.: H:1/1000; V:1/100 PLANTA DEL CANAL DE LA REPRESA YANACOCHA ESC.: 1/1000 CONTRATISTA : LAMINA : PROYECTO : FECHA REV. N° DESCRIPCION APROBO REVISO DISTRITO PROVINCIA DESARROLLO/CAD : ESCALA PLANO : DIRECTOR ESPECIALISTA DISEÑO : : : FECHA ESPECIALIDAD : CONTRATO : : : : : CONTRATISTA : LAMINA : PROYECTO : FECHA REV. N° DESCRIPCION APROBO REVISO DISTRITO PROVINCIA DESARROLLO/CAD : ESCALA PLANO : DIRECTOR ESPECIALISTA DISEÑO : : : FECHA ESPECIALIDAD : CONTRATO : : : : :