Plant And Project Profile Of A Channel DWG Full Project for AutoCAD

Plant And Project Profile Of A Channel DWG Full Project for AutoCAD

Details – Specifications – sizing

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

Huabo, the village, High blood pressure, the village, Soltin, Totoral, stranger, Trapiche, T. Three shots, Km., Caba, Datum elev, yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Huabo, the village, High blood pressure, the village, Soltin, Totoral, stranger, Trapiche, T. Three shots, Km., Caba, For communication systems, Vial, Asphalt road, Affirmed road, Carriage way, Horseshoe path, Vehicular bridges, radial, Central stations, Secondary stations, Telephone, Central stations, Of hydraulic structures for irrigation, of distribution, Channels, Bypass channels, orange, Lateral order, Brown, Lateral order, blue, Lateral order, green, Inverted siphons, Breakers, Covered duct, aqueduct, Sewers, Canoes, Transitions, Channel stripping on another channel, Fast falls, Power dissipators, measurement, Parshall with limnimeter, Flushing gates, Gauging station with limnimeter, Limnological gauging station, Rbc flow meter, of control, Sluice gates, iron, Card type, Worm type, of wood, Rbc, Of sheetless walls, Rectangular dump, Of catchment, permanent, Semi rustic, Rustic, Shredder, For exploitation of groundwater, Open pit without equipment, Tubular well without equipment, Bocatomas, Clean structure, Surface water pumping station, Take level of property, Red, Lateral order, yellow, Lateral order, White, Lateral order, magenta, Pedestrian bridges, the village, Checlefe, Soltin, Totoral, the village, stranger, Caba, Trapiche, Chuchicol, Chaname, T. Three shots, Km., Totoral, Chuchicol, Soltin, of May, Acequia trapiche, Channel soltin, Degree extension, Freedom extension, Alcantara Passage, Santa clara prolongation, bolivar, Sucre, Arequipa, Nicanor carmona, San Martin, three Marias, San Martin, three Marias, Saint Rose, William the flower, Acequia carpenter, Avenue tacna, H. Aurich, Avenue peru, of March, av. Victor wall, Huaca, households, new town, stadium, the Alameda, Huaca, urban zone, stadium, urban zone, Ferrenafe, Property of the institute, Lopez albujar, households, Acequia morales, Ditch the village, Acequia el tutumo, Acequia soltin, Ditch the village, Drain, Acequia trapiche, Channel soltin, Degree extension, Freedom extension, Alcantara Passage, Santa clara prolongation, bolivar, Sucre, Arequipa, Nicanor carmona, San Martin, three Marias, San Martin, three Marias, Saint Rose, William the flower, Acequia carpenter, Avenue tacna, H. Aurich, Avenue peru, of March, The carmen, of March, av. Victor wall, Pool area mi, Md pool area, Home work prolongation bolibar, End work san martin, Pool area mi, Bridge three eyes, Tupac amaru, The carmen, yam, Xfg, Xeg, Xfgt, Xegt, Xgrid, Xgridt, Km km, Terrain quota, Level of slope, Progressive, Channel, Type of section, Progressive, C. Geometric, Hydraulic characteristics, since, until, Adim, Adim, Minister of Agriculture, Program, Subsector irrigation, Subsector, Irrigation, Program, modification, description, item, date, Approx., Rev., date, approval, pending, Type of section, Longitudinal profile, Esc. horizontal, Esc. vertical, Type iv, Starts stretch coating, Axle, Type iv, plant, Esc., Progressive, Section type, Esc., Progressive, Section iv type, Calicata, left margin, Terrain profile, Channel flush profile, Line of board, Curve element box, point, Dist.acum., angle, arrow, rope, External, Long.curv., tangent, radio, north, Quota, East, Bms, Bms box, Existing section, bridge, pedestrian, bridge, Sta. pink, taking, Carpenter, Technical specifications, Concrete f’c rectangular channel, Concrete f’c solado m., Cement portland type i., Maximum aggregate, Relation water cement m., Cured with chemical additive, Fy steel, Coating walls cm., Finished face formwork, Foundation cm., Maximum allowable terrain, Minimum overlaps ø., Concrete f’c trapezoidal channel sidewalks, Detail of stairways in rectangular channel, Esc., transition, note:, The water seal will be placed every mts. at, Section of channel of rectangular section., The projected channel should be spliced ​​with the, Channel flush to the start., Km km, Terrain quota, Level of slope, Progressive, Channel, Type of section, Progressive, C. Geometric, Hydraulic characteristics, since, until, Adim, Adim, Minister of Agriculture, Program, Subsector irrigation, Subsector, Irrigation, Program, modification, description, item, date, Approx., Rev., date, approval, pending, Type of section, Longitudinal profile, Esc. horizontal, Esc. vertical, kind, Vi type, plant, is., Esc., Progressive, Section type, Esc., Progressive, Vi section, Terrain profile, Channel flush profile, Line of board, Box of elements

Raw text data extracted from CAD file:

0 00 L02 HUABO L01 EL PUEBLO L03 TOMA ALTA L01 EL PUEBLO L02 SOLTIN L2 TOTORAL L02 FORASTERO L02 TRAPICHE T. TRES TOMAS KM. 31+270 X = 639994.000 Y = 9265611.000 L02 CABA "A" L02 CABA "B" DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR 1 L02 HUABO L01 EL PUEBLO L03 TOMA ALTA L01 EL PUEBLO L02 SOLTIN L2 TOTORAL L02 FORASTERO L02 TRAPICHE T. TRES TOMAS KM. 31+270 X = 639994.000 Y = 9265611.000 L02 CABA "A" L02 CABA "B" N O M E N C L A T U R A Y S I M B O L O G I A a)SIMBOLOGIA PARA SISTEMAS DE COMUNICACIÓN 1. \LComunicación Vial \LSimbología 1.1. Carretera asfaltada 1.2. Carretera afirmada 1.3. Camino carrozable 1.4. Camino de herradura 1.5. Puentes Vehiculares 2. \LComunicación Radial 2.1. Centrales y Estaciones Principales 2.2. Estaciones Secundarias 3. \LComunicación Telefónica 3.1. Centrales y Estaciones Principales b)SIMBOLOGIA DE ESTRUCTURAS HIDRAULICAS PARA RIEGO 1. \LEstructura de Distribución 1.1. Canales \LColor \LRevestido \LS/Revestido 1.1.1. Canales de Derivación Anaranjado 1.1.2. Lateral de 1° Orden Marrón 1.1.3. Lateral de 2° Orden Azul 1.1.4. Lateral de 3° Orden Verde \LSimbología 1.2. Sifones Invertidos 1.3. Partidores 1.4. Conducto Cubierto 1.5. Acueducto 1.6. Alcantarillas 1.7. Canoas 1.8. Transiciones 1.9. Desague de canal en otro canal 1.10. Rápidas o caídas 1.11. Disipadores de Energía 3. \LEstructura de Medición \LSimbología 3.1. Parshall con Limnímetro 3.2. Compuertas Aforadoras 3.3. Estación de Aforo con Limnímetro 3.4. Estación de Aforo con Limnígrafo 3.5. Medidor de Caudal RBC 4. \LEstructura de Control \LSimbología 4.1. Compuertas 4.1.1. De Fierro Tipo Tarjeta Tipo Gusano 4.1.2. De Madera P RBC 4.1.3. De Muros sin Hoja 3.6. Vertedero Rectangular R 5. \LEstructura de Captación \LSimbología 5.1.1. Permanente \LNomenclatura 5.1.2. Semi - rústica 5.1.3. Rústica PE SR R 5.2.1. Desarenador 2. \LEstructura para explotación de Aguas Subterraneas \LSimbología 2.1. Pozo tajo abierto sin equipo 2.2. Pozo tubular sin equipo 5.1. Bocatomas 5.2. Estructura de Limpia 5.3. Estación de bombeo de Aguas Superficiales 1.1.8. Toma a Nivel Predial Rojo 1.1.5. Lateral de 4° Orden Amarillo 1.1.6. Lateral de 5° Orden Blanco 1.1.7. Lateral de 6° Orden Magenta 1.6. Puentes Peatonales L01 EL PUEBLO L01 EL PUEBLO L02 CHECLEFE L02 SOLTIN L2 TOTORAL L01 EL PUEBLO L02 FORASTERO L02 CABA "A" L02 CABA "B" L02 TRAPICHE L02 CHUCHICOL L02 CHANAME T. TRES TOMAS KM. 31+270 X=639953.8819 Y=9265616.8374 L2 TOTORAL L02 CHUCHICOL L02 SOLTIN L01 04 DE MAYO X=639994.0000 Y=9265611.0000 C a n a l T a y m i \A1;60°m \A1;60.00000001° \A1;8.1000 \A1;1.5000 \A1;1.0000 \A1;2.2000 \A1;1.5000 0,000.00 Acequia Trapiche Canal Soltin PROLONGACION GRAU PROLONGACION LIBERTAD PASAJE ALCANTARA PROLONGACION SANTA CLARA BOLIVAR SUCRE AREQUIPA NICANOR CARMONA SAN MARTIN TRES MARIAS SAN MARTIN TRES MARIAS SANTA ROSA GUILLERMO LA FLOR ACEQUIA CARPINTERO AVENIDA TACNA AVENIDA TACNA H. AURICH AVENIDA PERU 24 DE MARZO 24 DE MARZO AV. VICTOR MURO Huaca Viviendas Viviendas Pueblo Nuevo Estadio La Alameda Huaca Zona Urbana Estadio Zona Urbana Ferrenafe Propiedad Del Instituto Lopez Albujar Viviendas Acequia Morales Acequia El Pueblo Acequia El Tutumo Acequia Soltin Acequia El Pueblo Dren 1000 Dren 1700 Acequia Trapiche Canal Soltin N PROLONGACION GRAU PROLONGACION LIBERTAD PASAJE ALCANTARA PROLONGACION SANTA CLARA BOLIVAR SUCRE AREQUIPA NICANOR CARMONA SAN MARTIN TRES MARIAS SAN MARTIN TRES MARIAS SANTA ROSA SANTA ROSA GUILLERMO LA FLOR ACEQUIA CARPINTERO AVENIDA TACNA AVENIDA TACNA H. AURICH AVENIDA PERU 24 DE MARZO EL CARMEN 24 DE MARZO AV. VICTOR MURO AREA PARA PISCINA MI AREA PARA PISCINA MD INICIO OBRA MUNICIPAL_PTE PROLONGACION BOLIBAR FIN OBRA MUNICIPAL_PUENTE SAN MARTIN AREA PARA PISCINA MI PUENTE TRES OJITOS TUPAC AMARU EL CARMEN \A1;8.0000 \A1;R30.0000 \A1;45.00000001° \A1;0.50 0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 1 10 10 1 1 10 10 1 \A1;0.20 \A1;1.20 \A1;0.15 \A1;0.05 \A1;1.00 \A1;0.50 \A1;4.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.20 \A1;0.25 \A1;1.13 \A1;0.50 \A1;1.13 \A1;2.34 \A1;0.50 \A1;0.50 \A1;4.00 \A1;0.35 \A1;4.50 \A1;0.04 \A1;1.10 \A1;0.04 \A1;0.56 \A1;0.20 \A1;0.36 \A1;2.00 \A1;3.24 \A1;0.04 \A1;0.02 \A1;0.04 \A1;1.10 \A1;0.04 \A1;0.56 \A1;0.30 \A1;0.36 \A1;2.05 \A1;3.34 \A1;0.04 \A1;0.02 \A1;0.04 \A1;1.10 \A1;0.04 \A1;0.56 \A1;0.60 \A1;0.36 \A1;2.20 \A1;3.64 \A1;0.04 \A1;0.02 \A1;0.04 \A1;1.10 \A1;0.04 \A1;0.56 \A1;0.40 \A1;0.32 \A1;2.04 \A1;3.32 \A1;0.04 \A1;0.02 \A1;0.36 \A1;0.06 \A1;0.90 \A1;0.06 \A1;0.36 \A1;0.06 \A1;0.80 \A1;0.06 \A1;0.32 \A1;0.06 \A1;0.60 \A1;0.06 \A1;0.20 \A1;0.03 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.20 \A1;0.03 \A1;0.06 \A1;0.10 \A1;0.06 \A1;1.24 \A1;0.02 \A1;0.02 \A1;0.02 \A1;1.28 \A1;0.06 \A1;0.10 \A1;0.06 \A1;1.29 \A1;0.02 \A1;0.02 \A1;0.02 \A1;1.38 \A1;0.06 \A1;0.10 \A1;0.06 \A1;1.44 \A1;0.02 \A1;0.02 \A1;0.02 \A1;1.68 \A1;0.06 \A1;0.10 \A1;0.06 \A1;1.28 \A1;0.02 \A1;0.02 \A1;0.02 \A1;1.36 \A1;0.56 \A1;0.56 \A1;0.90 \A1;0.08 \A1;0.56 \A1;0.56 \A1;0.80 \A1;0.08 \A1;0.56 \A1;0.56 \A1;0.60 \A1;0.08 \A1;0.04 \A1;1.10 \A1;0.04 \A1;0.56 \A1;0.20 \A1;0.36 \A1;2.00 \A1;3.24 \A1;0.04 \A1;0.02 \A1;0.04 \A1;1.10 \A1;0.04 \A1;0.56 \A1;0.30 \A1;0.36 \A1;2.05 \A1;3.34 \A1;0.04 \A1;0.02 \A1;0.04 \A1;1.10 \A1;0.04 \A1;0.56 \A1;0.60 \A1;0.36 \A1;2.20 \A1;3.64 \A1;0.04 \A1;0.02 \A1;0.04 \A1;1.10 \A1;0.04 \A1;0.56 \A1;0.40 \A1;0.32 \A1;2.04 \A1;3.32 \A1;0.02 \A1;1.80 \A1;0.30 \A1;4.50 \A1;0.30 \A1;1.80 \A1;0.25 \A1;4.00 \A1;0.25 \A1;1.60 \A1;0.30 \A1;3.00 \A1;0.30 \A1;1.00 \A1;0.15 \A1;1.00 \A1;1.00 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.06 \A1;0.10 \A1;0.06 \A1;1.24 \A1;0.02 \A1;0.02 \A1;0.02 \A1;1.28 \A1;0.06 \A1;0.10 \A1;0.06 \A1;1.29 \A1;0.02 \A1;0.02 \A1;0.02 \A1;1.38 \A1;0.06 \A1;0.10 \A1;0.06 \A1;1.44 \A1;0.02 \A1;0.02 \A1;0.02 \A1;1.68 \A1;0.06 \A1;0.10 \A1;0.06 \A1;1.28 \A1;0.02 \A1;0.02 \A1;0.02 \A1;1.36 \A1;2.80 \A1;2.80 \A1;4.50 \A1;0.40 \A1;1.20 \A1;4.50 \A1;0.30 \A1;2.80 \A1;2.80 \A1;3.00 \A1;0.40 NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 KM 6+500 - KM 7+000 COTA DE TERRENO COTA DE RASANTE PROGRESIVA CANAL EL PUEBLO-FERREÑAFE Tipo de sección PROGRESIVA C. GEOMETRICAS CARACTERISTICAS HIDRAULICAS Desde Hasta B b H Z Q y V E n A R N °F bl Km Km m m m adim m3/s m m/s m m/m m2 m adim m IV 6+629.00 6+845.14 4.00 4.00 1.80 0.00 7.50 1.04 1.80 1.21 0.001201 0.015 4.17 0.69 0.56 0.76 V 6+855.79 6+874.22 3.00 3.00 1.60 0.00 5.50 0.99 1.86 1.16 0.001549 0.015 2.96 0.60 0.60 0.81 V 6+874.22 6+951.75 3.00 3.00 MINISTERIO DE AGRICULTURA PROGRAMA SUBSECTORIAL DE IRRIGACIONES SUBSECTORIAL DE IRRIGACIONES PROGRAMA MODIFICACION DESCRIPCION A ITEM B FECHA C APRO. REV. FECHA FIRMA/OFICIO APROBACION PENDIENTE TIPO DE SECCIÓN S=0,001201 PERFIL LONGITUDINAL ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:100 S=0,001549 TIPO IV TIPO IV 40 44 32 36 30 34 38 42 46 40 44 32 36 30 34 38 42 46 INICIA REVESTIMIENTO DE 2do. TRAMO EJE TOMA CARPINTERO 6+848.14 COTA 38,045 TIPO IV PLANTA ESC. 1:1000 ESC. 1:75 PROGRESIVA 6+851.99 - 7+000 SECCION TIPO V \W0.8;TIPO V ESC. 1:75 PROGRESIVA 6+623 - 6+845.14 SECCION TIPO IV CALICATA C-4 MARGEN IZQUIERDA h=2.1 m \A1;\W0.8;TIPO V 38.463 38.40 6+500 PERFIL DEL TERRENO PERFIL DE RASANTE DEL CANAL LINEA DE BORDO PI-64 PI-65 PI-66 PI-67 PI-68 PI-69 PI-70 1.60 0.00 5.50 0.001201 0.015 1.08 1.70 1.23 3.24 0.63 0.52 0.52 CUADRO DE ELEMENTOS DE CURVA PUNTO PI-64 PI-70 PI-69 PI-68 PI-67 PI-66 PI-65 634371.44 634055.35 634093.12 634161.92 634245.77 634286.83 634308.33 9266901.13 9267264.03 9267196.64 9267110.34 9267013.61 9266976.01 9266959.07 4090.13 4574.48 4497.23 4386.86 4258.85 4203.18 4175.80 7 2 9 2 7 4 4 12 8 18 20 16 27 27 m. DIST.ACUM. G ANGULO M 41.10 41.90 19.20 11.50 46.50 0.80 10.60 223.36 200.00 200.00 270.65 200.00 100.00 100.00 14.467 3.744 16.277 5.519 12.724 3.886 3.888 28.893 7.487 32.482 11.037 25.414 7.767 7.772 0.47 0.04 0.66 0.06 0.40 0.08 0.08 28.87 7.49 32.45 11.04 25.40 7.77 7.77 0.47 0.04 0.66 0.06 0.40 0.08 0.08 6+504.07 6+998.99 6+909.28 6+809.67 6+674.48 6+627.65 6+600.28 6+532.96 7+006.48 6+941.70 6+820.70 6+699.90 6+635.42 6+608.05 6+518.54 7+002.73 6+925.55 6+815.19 6+687.21 6+631.54 6+604.17 m. PI PT m. m. PC m. FLECHA m. m. m. CUERDA EXTERNA LONG.CURV. TANGENTE RADIO m. m. S NORTE 39.500 634 227.429 14 COTA ESTE BMS 9 267 048.154 S CUADRO DE BMs Re Re Re Re TRAMO EXISTENTE PUENTE PEATONAL PUENTE STA. ROSA TOMA CARPINTERO ESPECIFICACIONES TÉCNICAS - CONCRETO f'c = 210 kg/cm2, CANAL RECTANGULAR - CONCRETO f'c = 100 kg/cm2, SOLADO e = 0.05 m. - CEMENTO PORTLAND TIPO I. - AGREGADO MÁXIMO Ø 1". - RELACIÓN AGUA / CEMENTO = 0.50 m. - CURADO CON ADITIVO QUÍMICO - ACERO fy = 4,200 kg/cm2. - RECUBRIMIENTO : MUROS = 5.00 cm. - ENCOFRADO ACABADO CARAVISTA (CARA VISIBLE). CIMENTACIÓN = 7.00 cm. - CAPACIDAD ADMISIBLE DEL TERRENO máximo = 1.36 kg/cm2. - TRASLAPES MINIMO 36 Ø. - CONCRETO f'c = 175 kg/cm2, CANAL TRAPEZOIDAL Y VEREDAS DETALLE DE ESCALINES EN CANAL RECTANGULAR ESC. 1:15 y 1:75 TRANSICION NOTA: 1.- LA JUNTA WATER STOP, SERÁN COLOCADAS CADA 9 mts. EN EL TRAMO DE CANAL DE SECCIÓN RECTANGULAR. 2.- LA RASANTE DEL CANAL PROYECTADO DEBE EMPALMAR CON LA RASANTE DEL CANAL EXISTENTE, AL INICIO Y FINAL. 1.60 0.00 5.50 0.99 1.86 1.16 0.001549 0.015 2.96 0.60 0.60 0.81 V 6+983.11 7+124.06 3.00 3.00 KM 7+000 - KM 7+500 COTA DE TERRENO COTA DE RASANTE PROGRESIVA CANAL EL PUEBLO-FERREÑAFE Tipo de sección PROGRESIVA C. GEOMETRICAS CARACTERISTICAS HIDRAULICAS Desde Hasta B b H Z Q y V E n A R N °F bl Km Km m m m adim m3/s m m/s m m/m m2 m adim m V 7+000.00 7+124.06 3.00 3.00 1.60 0.00 5.50 0.99 1.86 1.16 0.001549 0.015 2.96 0.60 0.60 0.81 VI 7+136.86 7+500.00 6.80 2.00 1.60 1.50 5.50 0.99 1.60 1.12 0.001098 0.015 3.43 0.62 0.61 0.61 MINISTERIO DE AGRICULTURA PROGRAMA SUBSECTORIAL DE IRRIGACIONES SUBSECTORIAL DE IRRIGACIONES PROGRAMA MODIFICACION DESCRIPCION A ITEM B FECHA C APRO. REV. FECHA FIRMA/OFICIO APROBACION PENDIENTE TIPO DE SECCIÓN S=0,001549 PERFIL LONGITUDINAL ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:100 S=0,001098 TIPO V TIPO VI PLANTA ES. 1:1000 ESC. 1:75 PROGRESIVA 7+000 - 7+124.06 SECCION TIPO V ESC. 1:75 PROGRESIVA 7+136.86 - 7+500 SECCION TIPO VI 40 44 32 36 42 38 34 30 46 40 44 32 36 42 38 34 30 46 37.819 37.72 7+000 PERFIL DEL TERRENO PERFIL DE RASANTE DEL CANAL LINEA DE BORDO PI-70 PI-71 PI-72 PI-73 PI-74 CUADRO DE ELEMENTOS DE CURVA PUNTO DIST.ACUM. m. m. m. S M G m. ANGULO PC FLECHA CUERDA EXTERNA LONG.CURV. TANGENTE RADIO m. m. m. m. PI PT m. m. PI-70 PI-71 PI-72 PI-73 PI-74 634055.35 633778.00 633866.37 633903.74 634020.11 9267264.03 9267658.88 9267533.91 9267467.12 9267321.64 4574.48 5057.91 4904.85 4828.31 4642.02 2 26 6 9 6 8 18 2 37 59 41.90 28.70 27.00 19.10 10.70 200.00 30.00 200.00 200.00 200.00 3.744 7.011 10.553 16.498 12.209 7.487 13.775 21.087 32.921 24.387 0.04 0.81 0.28 0.68 0.37 7.49 13.65 21.08 32.88 24.37 0.04 0.79 0.28 0.68 0.37 6+998.99 7+479.02 7+322.44 7+240.04 7+058.06 7+006.48 7+492.79 7+343.53 7+272.96 7+082.45 7+002.73 7+486.03 7+332.99 7+256.53 7+070.27 DETALLE DE ESCALINES EN PLANTA ESC. 1:75 DETALLE ESC. 1:15 NORTE 39.000 633 901.170 15 COTA ESTE BMS 9 267 500.028 S CUADRO DE BMs Re Re ESCALINES DETALLE DE ESCALINES EN CANAL RECTANGULAR ESC. 1:15 y 1:75 KM 7+500 - KM 8+000 COTA DE TERRENO COTA DE RASANTE PROGRESIVA CANAL EL PUEBLO-FERREÑAFE Tipo de sección PROGRESIVA C. GEOMETRICAS CARACTERISTICAS HIDRAULICAS Desde Hasta B b H Z Q y V E n A R N °F bl Km Km m m m adim m3/s m m/s m m/m m2 m adim m VI 7+500.00 7+509.09 6.80 2.00 1.60 1.50 5.50 0.99 1.60 1.12 0.001101 0.015 3.43 0.62 0.62 0.61 VI 7+895.18 8+000.00 6.80 2.00 1.60 1.50 5.50 1.01 1.55 1.13 0.001000 0.015 3.55 0.63 0.59 0.59 MINISTERIO DE AGRICULTURA PROGRAMA SUBSECTORIAL DE IRRIGACIONES SUBSECTORIAL DE IRRIGACIONES PROGRAMA MODIFICACION DESCRIPCION A ITEM B FECHA C APR. REV. FECHA FIRMA/OFICIO APROBACION PENDIENTE TIPO DE SECCIÓN S=0,001101 PERFIL LONGITUDINAL ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:100 S=0,001101 TIPO VI 40 32 36 42 44 46 38 34 30 40 32 36 42 44 46 38 34 30 S=0,001 ESC. 1:75 PROGRESIVA 7+520 - 8+000 SECCION TIPO VI PLANTA ES. 1:1000 TIPO VI 37.017 37.15 7+500 PERFIL DEL TERRENO PERFIL DE RASANTE DEL CANAL LINEA DE BORDO PI-75 PI-76 PI-77 PI-78 PI-79 PI-80 PI-81 CUADRO DE ELEMENTOS DE CURVA PUNTO S M G m. ANGULO DIST.ACUM. m. m. m. m. m. EXTERNA LONG.CURV. TANGENTE RADIO m. m. m. PT PC FLECHA CUERDA PI m. PI-75 PI-81 PI-80 PI-79 PI-78 PI-77 PI-76 633764.81 633502.18 633547.07 633603.58 633636.57 633685.21 633740.85 9267742.52 9268078.60 9268019.25 9267961.40 9267909.36 9267864.33 9267809.63 5142.58 5575.05 5500.63 5419.76 5358.15 5291.86 5213.84 10 9 7 11 14 1 25 41 6 13 56 49 43 50 26.50 30.10 27.80 58.30 49.80 10.40 16.00 200.00 100.00 200.00 100.00 100.00 500.00 100.00 18.713 7.965 12.626 10.466 13.015 7.504 22.938 37.318 15.897 25.218 20.856 25.884 15.006 45.096 0.87 0.32 0.40 0.55 0.84 0.06 2.60 37.26 15.88 25.20 20.82 25.81 15.01 44.71 0.87 0.32 0.40 0.54 0.84 0.06 2.53 7+551.74 7+993.82 7+914.77 7+836.14 7+772.12 7+711.35 7+618.67 7+589.06 8+009.71 7+939.99 7+857.00 7+798.00 7+726.36 7+663.77 7+570.46 8+001.78 7+927.40 7+846.61 7+785.14 7+718.85 7+641.61 DETALLE DE ESCALINES EN PLANTA ESC.1:75 ESC.1:15 DETALLE NORTE 39.000 633 514.983 16 COTA ESTE BMS 9 268 047.663 S CUADRO DE BMs TIPO VI ESCALINES CUADRO DE ESCALINES Nº ESCALIN 3 3+600 D 4 4+080 I 5 4+580 D 6 5+100 I 7 5+520 D 8 6+020 I 9 6+390 D 10 6+890 I 2 3+100 I UBICACION MARGEN 1 2+580 D 11 7+390 D 12 7+508 D 13 7+900.50 D 14 8+240 D \A1;1.60 \A1;10.20 \A1;16.60 \A1;1.80 \A1;4.50 \A1;1.80 \A1;4.00 \A1;1.60 \A1;3.00 \A1;5.50 \A1;2.80 \A1;1.00 \A1;1.80 \A1;10.00 \A1;16.20 \A1;0.20 \A1;5.50 \A1;2.80 \A1;1.50 \A1;1.80 \A1;10.25 \A1;16.70 \A1;0.20 \A1;5.50 \A1;2.80 \A1;3.00 \A1;1.80 \A1;11.00 \A1;18.20 \A1;0.20 \A1;5.50 \A1;2.80 \A1;2.00 \A1;6.40 \A1;0.10 \A1;6.80 \A1;2.80 \A1;2.80 \A1;4.50 \A1;2.80 \A1;2.80 \A1;4.00 \A1;2.80 \A1;2.80 \A1;3.00 \A1;6.20 \A1;0.10 \A1;6.40 \A1;6.45 \A1;0.10 \A1;6.90 \A1;7.20 \A1;0.10 \A1;8.40 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.20 SECCION TIPO ST-I -9282988.90997044 -9282988.90997044 -9282988.90997044 -9282988.90997044 -9282988.90997044 -9282988.90997044 -9282988.90997044 -9282988.90997044 -9282988.90997044 -9282988.90997044 SECCION TIPO ST-II -9282976.099571245 -9282976.099571245 -9282976.099571245 -9282976.099571245 -9282976.099571245 -9282976.099571245 -9282976.099571245 1 1.5 -9282976.099571245 -9282976.099571245 1:1.5 1:1.5 -9282976.099571245 SECCION TIPO ST-III -9282963.870023662 -9282963.870023662 -9282963.870023662 -9282963.870023662 -9282963.870023662 -9282963.870023662 -9282963.870023662 -9282963.870023662 -9282963.870023662 -9282963.870023662 SECCION TIPO ST-VII -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282950.899313148 -9282988.90997044 -9282988.90997044 -9282988.90997044 -9282988.90997044 SECCION TIPO ST-iV -9282988.90997044 -9282976.099571245 -9282976.099571245 -9282976.099571245 -9282976.099571245 SECCION TIPO ST-V -9282976.099571245 -9282976.099571245 -9282963.870023662 -9282963.870023662 -9282963.870023662 -9282963.870023662 SECCION TIPO ST-VI -9282963.870023662 -9282963.870023662 KM 6+000 - KM 6+500 COTA DE TERRENO COTA DE RASANTE PROGRESIVA CANAL EL PUEBLO-FERREÑAFE Tipo de sección PROGRESIVA C. GEOMETRICAS CARACTERISTICAS HIDRAULICAS Desde Hasta B b H Z Q y V E n A R N °F bl Km Km m m m adim m3/s m m/s m m/m m2 m adim m MINISTERIO DE AGRICULTURA PROGRAMA SUBSECTORIAL DE IRRIGACIONES SUBSECTORIAL DE IRRIGACIONES PROGRAMA MODIFICACION DESCRIPCION A ITEM B FECHA C APR. REV. FECHA FIRMA/OFICIO APROBACION 40 44 32 36 30 34 38 42 46 40 44 32 36 30 34 38 42 46 PENDIENTE TIPO DE SECCIÓN S=0,001201 TIPO IV PERFIL LONGITUDINAL ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:100 TIPO IV TIPO IV TRAMO EXISTENTE FIN DE REVESTIMIENTO TRAMO I PROGRESIVA 6+000 - 6+500 SECCION TIPO IV ESC. 1:75 IV 6+000.00 6+393.54 4.00 4.00 1.80 0.00 7.50 1.04 1.80 1.21 0.001201 0.015 4.17 0.69 0.56 0.76 CALICATA C-3 MARGEN IZQUIERDA h=2.1 m CALICATA C-2 MARGEN IZQUIERDA h=3.0 m 39.063 38.85 6+000 PERFIL DEL TERRENO PERFIL DE RASANTE DEL CANAL LINEA DE BORDO PI-61 PI-62 PI-63 PI-60 S CUADRO DE ELEMENTOS DE CURVA PUNTO PI-60 PI-61 PI-63 PI-62 634676.56 634574.48 634430.61 634525.58 9266448.95 9266595.60 9266830.83 9266670.59 3543.77 3722.45 3998.24 3811.97 17 1 9 3 26 43 37 12 27.30 43.50 11.60 27.90 200.00 200.00 151.49 203.86 30.678 3.017 12.747 4.685 60.881 6.034 25.435 9.368 2.34 0.02 0.54 0.05 60.65 6.03 25.40 9.37 2.31 0.02 0.53 0.05 5+942.04 6+147.91 6+413.96 6+235.77 6+002.92 6+153.94 6+439.40 6+245.12 5+972.71 6+150.92 6+426.71 6+240.44 m. m. m. PI PT PC m. m. m. m. m. m. FLECHA CUERDA EXTERNA LONG.CURV. TANGENTE RADIO S M ANGULO G m. DIST.ACUM. DETALLES DE ESCALINES ESC. 1:15 y 1:75 NORTE 41.000 634 695.349 9 266 449.617 13 COTA ESTE BMS CUADRO DE BMs EN CANAL RECTANGULAR Re Re PUENTE ESPECIFICACIONES TÉCNICAS - CONCRETO f'c = 210 kg/cm2, CANAL RECTANGULAR - CONCRETO f'c = 100 kg/cm2, SOLADO e = 0.05 m. - CEMENTO PORTLAND TIPO I. - AGREGADO MÁXIMO Ø 1". - RELACIÓN AGUA / CEMENTO = 0.50 m. - CURADO CON ADITIVO QUÍMICO - ACERO fy = 4,200 kg/cm2. - RECUBRIMIENTO : MUROS = 5.00 cm. - ENCOFRADO ACABADO CARAVISTA (CARA VISIBLE). CIMENTACIÓN = 7.00 cm. - CAPACIDAD ADMISIBLE DEL TERRENO máximo = 1.36 kg/cm2. - TRASLAPES MINIMO 36 Ø. NOTA: 1.- LA JUNTA WATER STOP, SERÁN COLOCADAS CADA 9 mts. EN EL TRAMO DE CANAL DE SECCIÓN RECTANGULAR. - CONCRETO f'c = 175 kg/cm2, CANAL TRAPEZOIDAL Y VEREDAS 2.- LA RASANTE DEL CANAL PROYECTADO DEBE EMPALMAR CON LA RASANTE DEL CANAL EXISTENTE, AL INICIO Y FINAL. PUENTE PUENTE CUADRO DE ESCALINES Nº ESCALIN 3 3+600 D 4 4+080 I 5 4+580 D 6 5+100 I 7 5+520 D 8 6+020 I 9 6+390 D 10 6+890 I 2 3+100 I UBICACION MARGEN 1 2+580 D 11 7+390 D 12 7+508 D 13 7+900.50 D 14 8+240 D KM 5+500 - KM 6+000 COTA DE TERRENO COTA DE RASANTE PROGRESIVA MINISTERIO DE AGRICULTURA PROGRAMA SUBSECTORIAL DE IRRIGACIONES SUBSECTORIAL DE IRRIGACIONES PROGRAMA MODIFICACION DESCRIPCION A ITEM B FECHA C APR. REV. FECHA FIRMA/OFICIO APROBACION PENDIENTE TIPO DE SECCIÓN S=0,001254 TIPO III PERFIL LONGITUDINAL ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:100 S=0,001201 PLANTA ESC. 1:1000 32 36 40 44 30 34 38 42 46 32 36 40 44 30 34 38 42 46 TIPO IV TIPO IV ESC. 1:75 PROGRESIVA 5+631.02 - 6+000 SECCION TIPO IV CANAL EL PUEBLO-FERREÑAFE Tipo de sección PROGRESIVA C. GEOMETRICAS CARACTERISTICAS HIDRAULICAS Desde Hasta B b H Z Q y V E n A R N °F bl Km Km m m m adim m3/s m m/s m m/m m2 m adim m S III 5+500.00 5+611.37 8.40 3.00 1.80 1.50 9.70 1.09 1.91 1.28 0.001254 0.015 5.07 0.73 0.68 0.71 IV 5+631.02 5+930.34 4.00 4.00 1.80 0.00 7.50 1.04 1.80 1.21 0.001201 0.015 4.17 0.69 0.56 0.76 IV 5+941.73 6+000.00 4.00 4.00 1.80 0.00 7.50 1.04 1.80 1.21 0.001201 0.015 4.17 0.69 0.56 0.76 39.670 39.29 5+500 PERFIL DEL TERRENO PERFIL DE RASANTE DEL CANAL LINEA DE BORDO PI-57 PI-58 PI-59 PI-60 CUADRO DE ELEMENTOS DE CURVA FLECHA CUERDA EXTERNA LONG.CURV. TANGENTE RADIO ANGULO DIST.ACUM. PI PT PC m. m. m. m. m. m. m. m. m. S M G m. PI-57 PI-60 PI-59 PI-58 634973.97 634676.56 634772.51 634915.49 9266197.93 9266448.95 9266382.57 9266240.28 3153.17 3543.77 3427.10 3225.38 10 17 11 8 23 26 8 56 19.20 27.30 9.50 51.60 200.00 200.00 209.72 200.00 18.182 30.678 20.445 15.648 36.263 60.881 40.761 31.233 0.82 2.34 0.99 0.61 36.21 60.65 40.70 31.20 0.82 2.31 0.99 0.61 5+564.23 5+942.04 5+835.72 5+638.86 5+600.49 6+002.92 5+876.48 5+670.10 5+582.41 5+972.71 5+856.17 5+654.51 PUNTO DETALLES DE ESCALINES ESC. 1:15 y 1:75 NORTE 41.000 634 695.349 9 266 449.617 13 42.000 635 040.578 12 COTA ESTE BMS 9 266 180.095 CUADRO DE BMs * * TRANSICIÓN EN CANAL RECTANGULAR ESPECIFICACIONES TÉCNICAS - CONCRETO f'c = 210 kg/cm2, CANAL RECTANGULAR - CONCRETO f'c = 100 kg/cm2, SOLADO e = 0.05 m. - CEMENTO PORTLAND TIPO I. - AGREGADO MÁXIMO Ø 1". - RELACIÓN AGUA / CEMENTO = 0.50 m. - CURADO CON ADITIVO QUÍMICO - ACERO fy = 4,200 kg/cm2. - RECUBRIMIENTO : MUROS = 5.00 cm. - ENCOFRADO ACABADO CARAVISTA (CARA VISIBLE). CIMENTACIÓN = 7.00 cm. - CAPACIDAD ADMISIBLE DEL TERRENO máximo = 1.36 kg/cm2. - TRASLAPES MINIMO 36 Ø. Re Re NOTA: LA JUNTA WATER STOP, SERÁN COLOCADAS CADA 9 mts. EN EL TRAMO DE CANAL DE SECCIÓN RECTANGULAR. - CONCRETO f'c = 175 kg/cm2, CANAL TRAPEZOIDAL Y VEREDAS KM 8+000 - KM 8+255 COTA DE TERRENO COTA DE RASANTE PROGRESIVA CANAL EL PUEBLO-FERREÑAFE Tipo de sección PROGRESIVA C. GEOMETRICAS CARACTERISTICAS HIDRAULICAS Desde Hasta B b H Z Q y V E n A R N °F bl Km Km m m m adim m3/s m m/s m m/m m2 m adim m VI 8+000.00 8+251.36 6.80 2.00 1.60 1.50 5.50 1.01 1.55 1.13 0.001000 0.015 3.55 0.63 0.59 0.59 MINISTERIO DE AGRICULTURA PROGRAMA SUBSECTORIAL DE IRRIGACIONES SUBSECTORIAL DE IRRIGACIONES PROGRAMA MODIFICACION DESCRIPCION A ITEM B FECHA C APR. REV. FECHA FIRMA/OFICIO APROBACION 40 44 32 36 30 34 38 42 46 40 44 32 36 30 34 38 42 46 PENDIENTE TIPO DE SECCIÓN S=0,001 PERFIL LONGITUDINAL ESC. HORIZONTAL 1:1000 ESC. VERTICAL 1:100 TIPO VI PLANTA ES. 1:1000 ESC. 1:75 PROGRESIVA 8+000 - 8+251.36 SECCION TIPO VI 36.134 36.04 8+000 PERFIL DEL TERRENO PERFIL DE RASANTE DEL CANAL LINEA DE BORDO PI-81 PI-82 PI-83 CUADRO DE ELEMENTOS DE CURVA PUNTO LONG.CURV. TANGENTE RADIO ANGULO DIST.ACUM. m. m. m. S M G m. m. m. m. m. m. m. PI PT PC FLECHA CUERDA EXTERNA PI-81 PI-83 PI-82 633502.18 633387.50 633457.19 9268078.60 9268163.52 9268163.25 5575.05 5740.60 5670.91 9 20 61 6 25 46 30.10 4.50 58.40 100.00 30.00 25.00 7.965 5.403 14.957 15.897 10.691 26.958 0.32 0.48 4.13 0.00 10.63 0.32 0.00 0.47 7+993.82 8+251.36 8+158.94 8+009.71 8+251.36 8+169.63 8+001.78 8+251.36 8+164.34 15.88 DETALLE DE ESCALINES EN PLANTA ESC. 1:75 DETALLE ESC. 1:15 NORTE 37.000 633 309.213 9 268 196.916 17 39.000 633 514.983 16 COTA ESTE BMS 9 268 047.663 S CUADRO DE BMs ESCALINES CUADRO DE ESCALINES Nº ESCALIN 3 3+600 D 4 4+080 I 5 4+580 D 6 5+100 I 7 5+520 D 8 6+020 I 9 6+390 D 10 6+890 I 2 3+100 I UBICACION MARGEN 1 2+580 D 11 7+390 D 12 7+508 D 13 7+900.50 D 14 8+240 D CANAL SECCION TRAPEZOIDAL \A1;0.015 \A1;0.035 \A1;0.015 \A1;0.015 \A1;0.10 \A1;0.015 \A1;0.10 \A1;0.025 \A1;0.020 -9282859.870838905 -9282859.870838905 -9282859.870838905 Sellado con elastomero de poliuretano DETALLE DE JUNTA DE CONTRACCION con C° f'c=175 Kg/cm2 Revestrimiento de talud -9282859.870838905 -9282859.870838905 Sellado con elastomero de poliuretano DETALLE DE JUNTA DE CONTRACCION con C° f'c=175 Kg/cm2 Revestrimiento de talud -9282859.870838905 Separación con teknopor e=1" Sellado con elastomero de poliuretano DETALLE DE JUNTA LONGITUDINAL -9282859.870838905 -9282859.870838905 -9282859.870838905 con C° f'c=175 Kg/cm2 Revestrimiento de talud \A1;0.020 \A1;0.015 \A1;0.035 \A1;0.015 \A1;0.015 \A1;0.10 \A1;0.015 \A1;0.10 \A1;0.025 N \A1;0.20 \A1;5.50 \A1;2.80 \A1;1.50 \A1;1.80 \A1;10.25 \A1;16.70 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.20 \A1;5.50 \A1;2.80 \A1;3.06 \A1;11.00 \A1;18.20 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.20 \A1;5.50 \A1;2.80 \A1;1.00 \A1;1.80 \A1;10.00 \A1;16.20 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.70 \A1;0.30 \A1;0.50 \A1;0.30 \A1;6.45 \A1;0.10 \A1;0.10 \A1;0.10 \A1;6.90 \A1;0.30 \A1;0.50 \A1;0.30 \A1;7.20 \A1;0.10 \A1;0.10 \A1;0.10 \A1;8.40 \A1;0.30 \A1;0.50 \A1;0.30 \A1;6.20 \A1;0.10 \A1;6.40 \A1;6.10 \A1;1.37 \A1;0.20 \A1;5.50 \A1;2.80 \A1;3.06 \A1;11.00 \A1;18.20 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.30 \A1;7.20 \A1;0.10 \A1;0.10 \A1;0.10 \A1;8.40 \A1;S=0,000931 \A1;TIPO II \A1;S=0,00129 \A1;S=0,001254 \A1;TIPO III \A1;S=0,001201 \A1;S=0,001254 \A1;TIPO III \A1;TIPO IV \A1;TIPO IV \A1;TIPO IV \A1;TIPO IV \A1;S=0,001201 \A1;TIPO IV \A1;TRAMO EXISTENTE \A1;S=0,001549 \A1;TIPO IV \A1;TIPO IV \A1;S=0,001201 \A1;TIPO IV \A1;\W0.8;TIPO V \A1;1.60 \A1;0.25 \A1;3.00 \A1;0.25 \A1;1.20 \A1;1.20 \A1;3.50 \A1;0.30 \A1;S=0,001098 \A1;TIPO V \A1;TIPO VI \A1;S=0,001549 \A1;S=0,001101 \A1;TIPO VI \A1;S=0,001101 \A1;S=0,001 \A1;TIPO VI \A1;S=0,001 \A1;\W0.7;1/2" \A1;1" \A1;0.20 \A1;4.00 \A1;1.80 \A1;TIPO VI \A1;3.00 \A1;1.60 \A1;1" \A1;0.10 \A1;0.10 \A1;R0.05 \A1;1" \A1;0.10 \A1;1" \A1;e=0.25 \A1;3.06 \A1;3.00 \A1;1.80 \A1;3.00 \A1;1.80 \A1;3.00 \A1;39°4'15.6" \A1;11°3'10.0" \A1;35°19'56.1" \A1;6°18'24.4" \A1;27°44'14.1" \A1;2°47'51.4" \A1;10°23'19.2" \A1;8°56'51.6" \A1;11°8'9.5" \A1;17°26'27.3" \A1;1°43'43.5" \A1;3°12'27.9" \A1;9°37'11.6" \A1;7°12'41.1" \A1;4°27'10.6" \A1;4°27'0.8" \A1;7°16'49.5" \A1;2°20'11.5" \A1;9°18'19.2" \A1;2°8'41.9" \A1;6°59'10.7" \A1;9°37'19.1" \A1;6°2'27.0" \A1;26°18'28.7" \A1;10°41'26.5" \A1;25°50'16.0" \A1;1°43'10.4" \A1;14°49'49.8" \A1;11°56'58.3" \A1;7°13'27.8" \A1;9°6'30.1" \A1;61°46'58.4" \A1;20°25'4.5" .40 0.60 0,6 0,4 0,12 0,13 .08 .08 0.20 3.53 1.10 3.53 0.20 0.10 0.15 .40 0.60 0.20 2.70 3.00 2.70 0.20 0.20 2.40 2.40 0.20 .40 0.60 2.00 .40 0.60 0.20 2.40 2.00 2.40 0.20 .40 0.60 0.20 2.40 2.00 2.40 0.20 .40 0.60 0.20 2.40 2.00 2.40 0.20 \A1;0.25 \A1;4.00 \A1;0.25 \A1;0.30 \A1;1.80 \A1;0.50 \A1;0.20 \A1;0.25 \A1;4.00 \A1;0.25 \A1;0.30 \A1;1.80 \A1;0.50 \A1;0.25 \A1;8.18 \A1;95°42'30" \A1;105°40'55" \A1;9.97 \A1;3.89 \A1;0.70 \A1;0.70 \A1;0.20 \A1;1.50 \A1;4.00 \A1;2.06 \A1;1.60 \A1;8.70 \A1;5.40 \A1;14.10 \A1;0.10 \A1;0.20 \A1;2.00 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;6.80 \A1;0.20 \A1;2.80 \A1;2.80 \A1;3.06 \A1;7.20 \A1;14.40 \A1;0.10 \A1;0.10 \A1;0.20 \A1;1.80 \A1;3.00 \A1;7.20 \A1;0.10 \A1;0.10 \A1;8.40 \A1;0.70 \A1;1.50 \A1;1.50 \A1;3.06 \A1;6.20 \A1;12.40 \A1;0.10 \A1;0.20 \A1;1.80 \A1;3.00 \A1;6.20 \A1;0.10 \A1;0.10 \A1;8.40 \A1;0.70 \A1;0.10 \A1;0.30 \A1;0.50 \A1;0.20 \A1;4.00 \A1;1.80 \A1;0.30 \A1;3.06 \A1;9.50 \A1;15.70 \A1;0.20 \A1;0.10 \A1;0.10 \A1;8.40 \A1;0.20 \A1;1.80 \A1;0.70 \A1;1.50 \A1;0.15 \A1;0.15 \A1;6.20 \A1;0.10 \A1;0.10 \A1;3.00 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;1.50 \A1;1.50 \A1;3.06 \A1;6.20 \A1;12.40 \A1;0.10 \A1;0.20 \A1;1.80 \A1;3.00 \A1;6.20 \A1;0.10 \A1;0.10 \A1;8.40 \A1;0.70 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.30 \A1;0.30 \A1;TIPO VI \A1;PUENTE \A1;TRAMO EXISTENTE 0,000.000 SECCIÓN 1.40 5.50 4.60 .45 .15 1.10 .15 .45 \A1;0.25 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.15 \A1;0.13 \A1;0.20 \A1;0.20 \A1;PUENTE \A1;PUENTE 0 000 0 100 0 200 0 300 0 400 0 500 0 600 0 700 0 800 0 900 1 000 1 100 1 200 1 300 1 400 1 500 1 600 1 700 1 800 1 900 2 000 2 100 2 200 2 300 2 400 2 500 2 600 2 700 2 800 2 900 3 000 3 100 3 200 3 300 3 400 3 500 3 600 3 700 3 800 3 900 4 000 4 100 4 200 4 300 4 400 4 500 4 600 4 700 4 800 4 900 5 000 5 100 5 200 5 300 5 400 5 500 5 600 5 700 5 800 5 900 6 000 6 100 6 200 6 300 6 400 6 500 6 600 6 700 6 800 6 900 7 000 7 100 7 200 7 300 7 400 7 500 7 600 7 700 7 800 7 900 8 000 8 100 8 200 8 300 8 361.15 0 000 0 100 0 200 0 300 0 400 0 500 0 600 0 700 0 800 0 900 1 000 1 100 1 200 1 300 1 400 1 500 1 600 1 700 1 800 1 900 2 000 2 100 2 200 2 300 2 400 2 500 2 600 2 700 2 800 2 900 3 000 3 100 3 200 3 300 3 400 3 500 3 600 3 700 3 800 3 900 4 000 4 100 4 200 4 300 4 400 4 500 4 600 4 700 4 800 4 900 5 000 5 100 5 200 5 300 5 400 5 500 5 600 5 700 5 800 5 900 6 000 6 100 6 200 6 300 6 400 6 500 6 600 6 700 6 800 6 900 7 000 7 100 7 200 7 300 7 400 7 500 7 600 7 700 7 800 7 900 8 000 8 100 8 200 8 300 8 375.56 636 000 E 634 000 E 638 000 E 9 266 000 N 9 268 000 N 640 000 E N N eje 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.440239696321221E+005 9.273766001745768E+006 35.00000000000000 471.9999999999999 3448.600496297569 LEFT PEGLT PEGRT PDGL PDGR eje 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.409541087333093E+005 9.273730629164745E+006 20.00000000000000 471.9999999999999 3448.600496297569 LEFT PEGLT PEGRT PDGL PDGR eje 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.410901622047582E+005 9.273938737202103E+006 20.00000000000000 471.9999999999999 3448.600496297569 LEFT PEGLT PEGRT PDGL PDGR eje 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.408007507575670E+005 9.273753798998887E+006 20.00000000000000 471.9999999999999 3448.600496297569 LEFT PEGLT PEGRT PDGL PDGR eje 01 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.412362222875813E+005 9.274163789549985E+006 20.00000000000000 471.9999999999999 3448.600496297569 LEFT PEGLT PEGRT PDGL PDGR EJE 10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.403034947662749E+005 9.276877907028213E+006 30.00000000000000 0.000000000000000 7881.859039303321 LEFT PEGLT PEGRT PDGL PDGR 30.000 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 3+100 3+200 3+300 3+400 3+500 3+600 3+700 3+800 3+900 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 5+100 5+200 5+300 5+400 5+500 5+600 5+700 5+800 5+900 6+000 6+100 6+200 6+300 6+400 6+500 6+600 6+700 6+800 6+900 7+000 7+100 7+200 7+300 7+400 7+500 7+600 7+700 7+800 54.9 54.5 54.2 54.1 53.9 53.8 53.5 53.1 53.1 52.8 52.6 52.4 52.5 52.1 51.8 51.9 51.7 51.4 51.5 51.6 51.0 50.8 50.5 50.1 50.0 49.8 49.7 49.5 50.1 49.6 49.6 49.0 49.4 49.7 49.1 48.4 48.8 48.6 48.5 48.5 48.4 48.2 48.0 48.2 47.3 47.2 46.9 46.9 47.0 45.8 45.8 48.0 45.7 45.4 45.2 43.9 44.1 43.7 43.3 43.4 43.0 43.3 42.9 42.7 42.9 42.3 42.3 42.1 41.8 41.5 41.7 41.7 41.5 41.4 41.0 41.2 41.3 41.0 40.7 40.8 40.4 40.5 40.4 40.6 40.0 40.5 40.1 40.0 39.9 39.7 39.8 39.9 39.8 39.9 39.5 39.7 39.5 39.6 40.1 39.5 39.5 39.3 39.2 39.2 39.2 39.5 39.2 39.1 39.2 39.0 39.0 39.0 38.9 38.8 38.8 38.8 38.8 38.7 38.7 38.5 38.5 38.5 38.4 39.7 38.8 38.3 38.3 38.8 38.2 38.1 38.0 38.0 37.7 37.7 37.3 37.5 37.1 37.1 37.1 37.0 37.0 36.9 36.9 36.0 35.9 36.6 38.5 38.3 38.0 38.1 36.0 36.1 36.0 36.0 35.9 35.9 35.8 35.9 36.1 EJE 10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.403216116208954E+005 9.278682839461733E+006 30.00000000000000 0.000000000000000 7881.859039303321 LEFT PEGLT PEGRT PDGL PDGR 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 PVI STA = 0+112.19 PVI ELEV = 54.175 -0.662% 54.92 54.59 54.26 PVI STA = 0+371.54 PVI ELEV = 53.118 -0.407% 54.02 53.82 53.61 53.41 53.21 PVI STA = 0+696.03 PVI ELEV = 51.764 -0.417% 53.00 52.79 52.58 52.37 52.16 51.96 PVI STA = 1+034.12 PVI ELEV = 50.839 -0.274% 51.75 51.62 51.48 51.34 51.21 51.07 50.93 PVI STA = 1+297.45 PVI ELEV = 49.713 -0.427% 50.77 50.56 50.34 50.13 49.92 PVI STA = 1+482.40 PVI ELEV = 49.284 -0.232% 49.71 49.59 49.48 49.36 PVI STA = 2+132.57 PVI ELEV = 48.271 -0.156% 49.26 49.18 49.10 49.02 48.95 48.87 48.79 48.71 48.63 48.56 48.48 48.40 48.32 PVI STA = 2+160.67 PVI ELEV = 47.397 -3.109% 47.73 PVI STA = 2+213.80 PVI ELEV = 47.130 -0.501% 47.20 PVI STA = 2+227.50 PVI ELEV = 47.513 2.793% PVI STA = 2+406.61 PVI ELEV = 47.109 -0.225% 47.46 47.35 47.24 47.12 PVI STA = 2+415.28 PVI ELEV = 46.109 -11.537% PVI STA = 2+632.68 PVI ELEV = 45.772 -0.155% 46.06 45.98 45.90 45.82 PVI STA = 2+766.55 PVI ELEV = 44.112 -1.240% 45.56 44.94 44.32 PVI STA = 3+235.52 PVI ELEV = 42.487 -0.347% 44.00 43.82 43.65 43.48 43.30 43.13 42.96 42.78 42.61 PVI STA = 3+995.88 PVI ELEV = 40.329 -0.284% 42.45 42.30 42.16 42.02 41.88 41.74 41.59 41.45 41.31 41.17 41.03 40.88 40.74 40.60 40.46 PVI STA = 4+346.24 PVI ELEV = 39.915 -0.118% 40.32 40.27 40.21 40.15 40.09 40.03 39.97 PVI STA = 4+854.76 PVI ELEV = 39.605 -0.061% 39.91 39.88 39.85 39.82 39.79 39.76 39.73 39.70 39.67 39.64 39.61 PVI STA = 5+492.23 PVI ELEV = 38.989 -0.097% 39.56 39.51 39.46 39.42 39.37 39.32 39.27 39.22 39.17 39.13 39.08 39.03 PVI STA = 5+836.11 PVI ELEV = 38.686 -0.088% 38.98 38.94 38.89 38.85 38.81 38.76 38.72 PVI STA = 6+207.40 PVI ELEV = 38.339 -0.093% 38.67 38.63 38.58 38.53 38.49 38.44 38.39 38.35 PVI STA = 6+706.01 PVI ELEV = 36.955 -0.278% 38.22 38.08 37.94 37.80 37.67 37.53 37.39 37.25 37.11 36.97 PVI STA = 7+156.30 PVI ELEV = 36.126 -0.184% 36.87 36.78 36.69 36.60 36.51 36.41 36.32 36.23 36.14 PVI STA = 7+494.63 PVI ELEV = 35.999 -0.038% 36.11 36.09 36.07 36.05 36.03 36.02 PVI STA = 7+786.43 PVI ELEV = 35.894 -0.036% 36.00 35.98 35.96 35.94 35.93 35.91 -0.007% 35.89 35.89 35.89 EJE 10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.403216116208954E+005 9.280607643213773E+006 30.00000000000000 0.000000000000000 7881.859039303321 LEFT PEGLT PEGRT PDGL PDGR EJE 10 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 6.403216116208954E+005 9.280607643213773E+006 30.00000000000000 0.000000000000000 7881.859039303321 LEFT PEGLT PEGRT PDGL PDGR 30.000 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 3+100 3+200 3+300 3+400 3+500 3+600 3+700 3+800 3+900 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 5+100 5+200 5+300 5+400 5+500 5+600 5+700 5+800 5+900 6+000 6+100 6+200 6+300 6+400 6+500 6+600 6+700 6+800 6+900 7+000 7+100 7+200 7+300 7+400 7+500 7+600 7+700 7+800 54.9 54.5 54.2 54.1 53.9 53.8 53.5 53.1 53.1 52.8 52.6 52.4 52.5 52.1 51.8 51.9 51.7 51.4 51.5 51.6 51.0 50.8 50.5 50.1 50.0 49.8 49.7 49.5 50.1 49.6 49.6 49.0 49.4 49.7 49.1 48.4 48.8 48.6 48.5 48.5 48.4 48.2 48.0 48.2 47.3 47.2 46.9 46.9 47.0 45.8 45.8 48.0 45.7 45.4 45.2 43.9 44.1 43.7 43.3 43.4 43.0 43.3 42.9 42.7 42.9 42.3 42.3 42.1 41.8 41.5 41.7 41.7 41.5 41.4 41.0 41.2 41.3 41.0 40.7 40.8 40.4 40.5 40.4 40.6 40.0 40.5 40.1 40.0 39.9 39.7 39.8 39.9 39.8 39.9 39.5 39.7 39.5 39.6 40.1 39.5 39.5 39.3 39.2 39.2 39.2 39.5 39.2 39.1 39.2 39.0 39.0 39.0 38.9 38.8 38.8 38.8 38.8 38.7 38.7 38.5 38.5 38.5 38.4 39.7 38.8 38.3 38.3 38.8 38.2 38.1 38.0 38.0 37.7 37.7 37.3 37.5 37.1 37.1 37.1 37.0 37.0 36.9 36.9 36.0 35.9 36.6 38.5 38.3 38.0 38.1 36.0 36.1 36.0 36.0 35.9 35.9 35.8 35.9 36.1 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 0.000 0.000000 PVI STA = 0+112.19 PVI ELEV = 54.175 -0.662% 54.92 54.59 54.26 PVI STA = 0+371.54 PVI ELEV = 53.118 -0.407% 54.02 53.82 53.61 53.41 53.21 PVI STA = 0+696.03 PVI ELEV = 51.764 -0.417% 53.00 52.79 52.58 52.37 52.16 51.96 PVI STA = 1+034.12 PVI ELEV = 50.839 -0.274% 51.75 51.62 51.48 51.34 51.21 51.07 50.93 PVI STA = 1+297.45 PVI ELEV = 49.713 -0.427% 50.77 50.56 50.34 50.13 49.92 PVI STA = 1+482.40 PVI ELEV = 49.284 -0.232% 49.71 49.59 49.48 49.36 PVI STA = 2+132.57 PVI ELEV = 48.271 -0.156% 49.26 49.18 49.10 49.02 48.95 48.87 48.79 48.71 48.63 48.56 48.48 48.40 48.32 PVI STA = 2+160.67 PVI ELEV = 47.397 -3.109% 47.73 PVI STA = 2+213.80 PVI ELEV = 47.130 -0.501% 47.20 PVI STA = 2+227.50 PVI ELEV = 47.513 2.793% PVI STA = 2+406.61 PVI ELEV = 47.109 -0.225% 47.46 47.35 47.24 47.12 PVI STA = 2+415.28 PVI ELEV = 46.109 -11.537% PVI STA = 2+632.68 PVI ELEV = 45.772 -0.155% 46.06 45.98 45.90 45.82 PVI STA = 2+766.55 PVI ELEV = 44.112 -1.240% 45.56 44.94 44.32 PVI STA = 3+235.52 PVI ELEV = 42.487 -0.347% 44.00 43.82 43.65 43.48 43.30 43.13 42.96 42.78 42.61 PVI STA = 3+995.88 PVI ELEV = 40.329 -0.284% 42.45 42.30 42.16 42.02 41.88 41.74 41.59 41.45 41.31 41.17 41.03 40.88 40.74 40.60 40.46 PVI STA = 4+346.24 PVI ELEV = 39.915 -0.118% 40.32 40.27 40.21 40.15 40.09 40.03 39.97 PVI STA = 4+854.76 PVI ELEV = 39.605 -0.061% 39.91 39.88 39.85 39.82 39.79 39.76 39.73 39.70 39.67 39.64 39.61 PVI STA = 5+492.23 PVI ELEV = 38.989 -0.097% 39.56 39.51 39.46 39.42 39.37 39.32 39.27 39.22 39.17 39.13 39.08 39.03 PVI STA = 5+836.11 PVI ELEV = 38.686 -0.088% 38.98 38.94 38.89 38.85 38.81 38.76 38.72 PVI STA = 6+207.40 PVI ELEV = 38.339 -0.093% 38.67 38.63 38.58 38.53 38.49 38.44 38.39 38.35 PVI STA = 6+706.01 PVI ELEV = 36.955 -0.278% 38.22 38.08 37.94 37.80 37.67 37.53 37.39 37.25 37.11 36.97 PVI STA = 7+156.30 PVI ELEV = 36.126 -0.184% 36.87 36.78 36.69 36.60 36.51 36.41 36.32 36.23 36.14 PVI STA = 7+494.63 PVI ELEV = 35.999 -0.038% 36.11 36.09 36.07 36.05 36.03 36.02 PVI STA = 7+786.43 PVI ELEV = 35.894 -0.036% 36.00 35.98 35.96 35.94 35.93 35.91 -0.007% 35.89 35.89 35.89 PUENTE TABLAS CANAL SOLTIN CANAL COLOCHE CANAL TOTORAL CANAL CARPINTERO CANAL CAVA A CANAL TRAPICHE CANAL CHUCHICOL COLOCHE_CANAL COLOCHE CANAL AURICH PUENTE DE PALOS PTE EN CANAL TAYMI ANTIGUO 5 TOMA TOTORAL, 2+608 TOMA COLOCHE, 2+872 PUENTE TABLAS, 5+308 TOMA SOLTIN, 5+700 TOMA CARPINTERO, 6+905 TOMA CAVA B, 7+204 TOMA TRAPICHE, 7+208 7+900 8+000 8+100 8+200 8+300 8+334 7+900 8+000 8+100 8+200 8+300 8+334 TOMA CAVA A, 7+978 TRANSICION DE ENTRADA A ACUEDUCTO CRUCE CON DREN 1,000 TOMA TOTORAL, 2+608 TOMA COLOCHE, 2+872 PUENTE TABLAS, 5+308 TOMA SOLTIN, 5+700 TOMA CARPINTERO, 6+905 TOMA CAVA B, 7+204 TOMA TRAPICHE, 7+208 TOMA CAVA A, 7+978 TRANSICION DE ENTRADA A ACUEDUCTO CRUCE CON DREN 1,000 SALIDA DEL CULVERT 8 334 0+393.13 5 0+380.00 5 5 5 5 5 0,000.00 57.24 57.1806 57.24 0+360.00 length: 59.397 S=0.001 length: 50.770 INICIO DE PY Km 0+376.036 40 30.000 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 1+040 1+080 1+120 1+160 1+200 1+240 1+280 1+320 1+360 1+400 1+440 1+480 1+520 1+560 1+600 1+640 1+680 1+720 1+760 1+800 1+840 1+880 1+920 1+960 2+000 2+040 2+080 2+120 2+160 2+200 2+240 2+280 2+320 2+360 2+400 2+440 2+480 2+520 2+560 2+600 2+640 2+680 2+720 2+760 2+800 2+840 2+880 2+920 2+960 3+000 3+040 3+080 3+120 3+160 3+200 3+240 3+280 3+320 3+360 3+400 3+440 3+480 3+520 3+560 3+600 3+640 3+680 3+720 3+760 3+800 3+840 3+880 3+920 3+960 4+000 4+040 4+080 4+120 4+160 4+200 4+240 4+280 4+320 4+360 4+400 4+440 4+480 4+520 4+560 4+600 4+640 4+680 4+720 4+760 4+800 4+840 4+880 4+920 4+960 5+000 5+040 5+080 5+120 5+160 5+200 5+240 5+280 5+320 5+360 5+400 5+440 5+480 5+520 5+560 5+600 5+640 5+680 5+720 5+760 5+800 5+840 5+880 5+920 5+960 6+000 6+040 6+080 6+120 6+160 6+200 6+240 6+280 6+320 6+360 6+400 6+440 6+480 6+520 6+560 6+600 6+640 6+680 6+720 6+760 6+800 6+840 6+880 6+920 6+960 7+000 7+040 7+080 7+120 7+160 7+200 7+240 7+280 7+320 7+360 7+400 7+440 7+480 7+520 7+560 7+600 7+640 7+680 7+720 7+760 7+800 7+840 7+880 7+920 7+960 8+000 8+040 8+080 8+120 8+160 8+200 8+240 57.46 57.39 59.52 58.77 58.56 54.60 54.37 54.38 54.16 54.16 54.10 54.04 53.98 53.93 53.89 53.82 53.73 53.63 53.54 53.44 53.34 53.10 53.11 53.07 52.97 52.90 52.73 52.64 52.63 52.59 52.32 52.43 52.40 52.63 52.23 52.08 52.13 52.42 51.76 51.67 51.66 51.72 51.75 51.58 51.51 51.45 51.37 51.39 51.54 51.41 51.47 51.47 51.10 51.04 50.97 50.83 50.75 50.67 50.52 50.36 50.20 50.07 50.02 49.98 50.02 49.78 49.84 49.66 49.68 49.63 49.54 49.46 49.45 50.21 49.60 49.43 49.59 49.51 49.68 49.22 49.05 49.25 49.20 49.41 49.56 49.67 49.53 49.45 49.07 48.60 48.47 48.48 48.60 48.73 48.56 48.61 48.63 48.63 48.55 48.32 48.55 48.55 48.43 48.40 48.36 48.23 48.30 48.09 48.10 48.43 49.19 47.37 46.93 47.23 47.03 47.13 47.03 47.04 46.84 46.87 46.89 46.81 46.82 47.36 45.93 45.85 45.88 45.77 45.93 45.95 47.94 46.37 46.12 45.63 44.99 45.44 45.25 45.20 46.27 47.53 43.87 44.35 44.05 44.13 44.05 43.90 43.62 43.26 43.11 43.38 43.05 42.80 42.99 44.54 43.44 43.24 42.80 42.91 43.00 42.85 42.61 42.56 43.03 42.69 42.28 42.52 42.35 42.25 42.28 42.10 42.08 42.17 41.80 41.66 41.54 41.81 41.85 41.65 41.68 41.70 41.59 41.37 41.42 41.56 41.38 41.16 41.03 41.13 41.26 41.19 41.15 41.25 41.08 40.97 41.00 41.00 40.71 40.78 40.71 40.77 40.82 40.53 40.45 40.57 40.48 40.40 40.50 40.39 40.96 40.56 40.26 39.70 40.34 40.25 40.49 40.22 40.06 39.98 39.98 39.98 39.88 39.92 39.88 39.69 39.67 39.79 39.88 39.66 39.86 39.87 39.81 39.91 39.69 40.07 39.84 39.58 39.47 39.56 39.72 39.74 39.72 39.52 39.66 39.83 40.05 39.77 40.53 39.54 39.31 39.57 39.50 39.50 39.31 38.96 39.27 39.35 39.25 39.27 39.32 39.21 39.15 39.16 39.13 39.03 39.48 39.13 39.29 39.00 39.10 39.04 39.01 39.17 39.17 39.05 39.05 39.08 39.01 38.99 38.98 38.98 39.05 39.00 38.85 38.82 38.83 38.82 38.81 38.80 38.80 38.79 38.77 38.75 38.74 38.69 38.69 38.64 38.69 38.62 38.53 38.51 38.51 38.49 38.48 38.43 38.52 38.50 38.42 38.40 38.50 40.20 39.37 39.00 38.32 38.32 38.33 39.26 38.47 38.48 38.80 38.73 38.40 38.15 38.13 38.15 38.11 38.06 37.98 37.87 37.91 38.51 37.81 37.75 37.72 37.72 37.70 37.74 37.48 37.57 37.52 37.53 37.26 37.11 37.10 37.05 37.08 37.11 37.10 37.13 37.05 37.02 36.97 36.96 36.94 36.93 36.88 36.80 36.86 37.05 36.52 36.12 36.22 35.85 36.16 36.52 36.67 37.34 38.37 38.98 38.60 38.23 37.96 37.88 38.24 38.08 38.15 38.14 36.00 35.97 36.01 36.07 36.01 36.02 36.03 36.00 35.92 35.81 35.86 35.82 35.92 35.86 35.96 35.80 35.75 35.81 36.05 36.40 36.12 EJE 16_02 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 6.403216116208954E+005 9.281507143207425E+006 30.00000000000000 376.0360000000000 8261.559576785527 LEFT PEGLT PEGRT PDGL PDGR 32 36 40 44 48 52 56 60 30.000 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 1+040 1+080 1+120 1+160 1+200 1+240 1+280 1+320 1+360 1+400 1+440 1+480 1+520 1+560 1+600 1+640 1+680 1+720 1+760 1+800 1+840 1+880 1+920 1+960 2+000 2+040 2+080 2+120 2+160 2+200 2+240 2+280 2+320 2+360 2+400 2+440 2+480 2+520 2+560 2+600 2+640 2+680 2+720 2+760 2+800 2+840 2+880 2+920 2+960 3+000 3+040 3+080 3+120 3+160 3+200 3+240 3+280 3+320 3+360 3+400 3+440 3+480 3+520 3+560 3+600 3+640 3+680 3+720 3+760 3+800 3+840 3+880 3+920 3+960 4+000 4+040 4+080 4+120 4+160 4+200 4+240 4+280 4+320 4+360 4+400 4+440 4+480 4+520 4+560 4+600 4+640 4+680 4+720 4+760 4+800 4+840 4+880 4+920 4+960 5+000 5+040 5+080 5+120 5+160 5+200 5+240 5+280 5+320 5+360 5+400 5+440 5+480 5+520 5+560 5+600 5+640 5+680 5+720 5+760 5+800 5+840 5+880 5+920 5+960 6+000 6+040 6+080 6+120 6+160 6+200 6+240 6+280 6+320 6+360 6+400 6+440 6+480 6+520 6+560 6+600 6+640 6+680 6+720 6+760 6+800 6+840 6+880 6+920 6+960 7+000 7+040 7+080 7+120 7+160 7+200 7+240 7+280 7+320 7+360 7+400 7+440 7+480 7+520 7+560 7+600 7+640 7+680 7+720 7+760 7+800 7+840 7+880 7+920 7+960 8+000 8+040 8+080 8+120 8+160 8+200 8+240 57.46 57.39 59.52 58.77 58.56 54.60 54.37 54.38 54.16 54.16 54.10 54.04 53.98 53.93 53.89 53.82 53.73 53.63 53.54 53.44 53.34 53.10 53.11 53.07 52.97 52.90 52.73 52.64 52.63 52.59 52.32 52.43 52.40 52.63 52.23 52.08 52.13 52.42 51.76 51.67 51.66 51.72 51.75 51.58 51.51 51.45 51.37 51.39 51.54 51.41 51.47 51.47 51.10 51.04 50.97 50.83 50.75 50.67 50.52 50.36 50.20 50.07 50.02 49.98 50.02 49.78 49.84 49.66 49.68 49.63 49.54 49.46 49.45 50.21 49.60 49.43 49.59 49.51 49.68 49.22 49.05 49.25 49.20 49.41 49.56 49.67 49.53 49.45 49.07 48.60 48.47 48.48 48.60 48.73 48.56 48.61 48.63 48.63 48.55 48.32 48.55 48.55 48.43 48.40 48.36 48.23 48.30 48.09 48.10 48.43 49.19 47.37 46.93 47.23 47.03 47.13 47.03 47.04 46.84 46.87 46.89 46.81 46.82 47.36 45.93 45.85 45.88 45.77 45.93 45.95 47.94 46.37 46.12 45.63 44.99 45.44 45.25 45.20 46.27 47.53 43.87 44.35 44.05 44.13 44.05 43.90 43.62 43.26 43.11 43.38 43.05 42.80 42.99 44.54 43.44 43.24 42.80 42.91 43.00 42.85 42.61 42.56 43.03 42.69 42.28 42.52 42.35 42.25 42.28 42.10 42.08 42.17 41.80 41.66 41.54 41.81 41.85 41.65 41.68 41.70 41.59 41.37 41.42 41.56 41.38 41.16 41.03 41.13 41.26 41.19 41.15 41.25 41.08 40.97 41.00 41.00 40.71 40.78 40.71 40.77 40.82 40.53 40.45 40.57 40.48 40.40 40.50 40.39 40.96 40.56 40.26 39.70 40.34 40.25 40.49 40.22 40.06 39.98 39.98 39.98 39.88 39.92 39.88 39.69 39.67 39.79 39.88 39.66 39.86 39.87 39.81 39.91 39.69 40.07 39.84 39.58 39.47 39.56 39.72 39.74 39.72 39.52 39.66 39.83 40.05 39.77 40.53 39.54 39.31 39.57 39.50 39.50 39.31 38.96 39.27 39.35 39.25 39.27 39.32 39.21 39.15 39.16 39.13 39.03 39.48 39.13 39.29 39.00 39.10 39.04 39.01 39.17 39.17 39.05 39.05 39.08 39.01 38.99 38.98 38.98 39.05 39.00 38.85 38.82 38.83 38.82 38.81 38.80 38.80 38.79 38.77 38.75 38.74 38.69 38.69 38.64 38.69 38.62 38.53 38.51 38.51 38.49 38.48 38.43 38.52 38.50 38.42 38.40 38.50 40.20 39.37 39.00 38.32 38.32 38.33 39.26 38.47 38.48 38.80 38.73 38.40 38.15 38.13 38.15 38.11 38.06 37.98 37.87 37.91 38.51 37.81 37.75 37.72 37.72 37.70 37.74 37.48 37.57 37.52 37.53 37.26 37.11 37.10 37.05 37.08 37.11 37.10 37.13 37.05 37.02 36.97 36.96 36.94 36.93 36.88 36.80 36.86 37.05 36.52 36.12 36.22 35.85 36.16 36.52 36.67 37.34 38.37 38.98 38.60 38.23 37.96 37.88 38.24 38.08 38.15 38.14 36.00 35.97 36.01 36.07 36.01 36.02 36.03 36.00 35.92 35.81 35.86 35.82 35.92 35.86 35.96 35.80 35.75 35.81 36.05 36.40 36.12 EJE 16_02 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 6.403216116208954E+005 9.282352559263937E+006 30.00000000000000 376.0360000000000 8261.559576785527 LEFT PEGLT PEGRT PDGL PDGR 53.70 DH=2.9806 57.1806 57.24 0+360.00 length: 59.397 S=0.001 length: 50.770 54.20 DH=2.9806 58 54 57.24 57.1806 S=0.001 0+400 0+440 0+480 0+520 0+560 0+600 0+460 57 55 53 54 55 53 54.20 53.70 PROLONGACION GRAU PASAJE ALCANTARA PROLONGACION LIBERTAD TUPAC AMARU PROLONGACION SANTA CLARA AREQUIPA SUCRE NICANOR CARMONA BOLIVAR AVENIDA VICTOR MURO SAN MARTIN TRES MARIAS SANTA ROSA AVENIDA TACNA 24 DE MARZO ACEQUIA CARPINTERO AVENIDA PERU PTE EN CANAL TAYMI ANTIGUO 5 5 5 54.20 0.50 53.70 50 49 49.20 TOMA TOTORAL-COLOCHE L=242.921 TOMA COLOCHE 46.50 5+233.5 PUENTE TABLAS Elev=35.86 8+256.90 35 34 35.85 2+556 2+815 48.20 DH=0.6643 S=0.0027 L=640.334 DH=2.0680 S=0.0032 L=1196.213 DH=2.2571 S=0.0019 L=944.973 DH=4.2869 S=0.004536 L=860.255 DH=2.0934 S=0.002433 L=873.538 DH= 0.8196 S=0.000938 TOMA CABA B TOMA CABA A TRAPICHE MD TRAPICHE MI CANAL CAVA B CANAL TOTORAL PUENTE PEATONAL DE PALOS, EST DE CONC, PASAJE ALCANTARA PUENTE PEATONAL, DE CONC, ANCHO 2 M, TUPAC AMARU PUENTE PEATONAL, DE CONC, ANCHO 1.4 M, SUCRE PUENTE PEATONAL, DE CONC, ANCHO 1.4 M, BOLIVAR PUENTE 2 OJITOS, NICANOR CARMONA - AV VICTOR MURO TOMA CARPINTERO PUENTE PEATONAL SANTA ROSA PUENTE AV. TACNA 47.20 40 5+629 TOMA SOLTIN 39 39.20 6+545 38 38.40 PUENTE DOS OJITOS PUENTE BOLIVAR 6+625 PUENTE SAN MARTIN 6+409 39.50 L=916.066 DH= 1.10 S=0.00120 L=366.030 DH= 0.47 S=0.00128 6+869 37 TOMA CARPINTERO 7+130 TOMA TRAPICHE-AURICH 37.60 L=324.023 DH= 0.3891 S=0.001200 PUENTE SAN MARTIN PUENTE DOS OJITOS TOMA CARPINTERO 7+508 TOMA CAVA B TOMA TRAPICHE AURICH L=261.032 DH= 0.4109 S=0.001574 7+900 TOMA CAVA A 36.21 37.40 37.10 35.85 FIN D1000, KM. 8+265.90 L=356.918 DH= 0.36 S=0.001008 L=378.021 DH= 0.4 S=0.00106 TOMA CAVA B 36.50 TOMA CAVA A L=392.025 DH= 0.44 S=0.001122 TOMA TOTORAL-COLOCHE 3+500 3+500 4+360 PUENTE TABLAS TOMA SOLTIN PUENTE TABLAS PUENTES CARROZABLES A PROYECTAR 1.- PUENTE TRES TOMAS 2.- PUENTE SUCRE, 6+260 3.- PUENTE BOLIVAR, 6+400 4.- PUENTE TRES MARIAS, 6+730 PUENTE SAN MARTIN, 6+625 5+263 5+263 5+233.5 5+629 6+400 PUENTE BOLIVAR 6+620 6+625 6+869 7+130 3+500 4+360 6+545 6+553 6+553 6+615.30 6+615.30 7+508 7+900 8+256.90 2+556 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 PTE 2 OJITOS GUILLERMO LA FLOR 1 1 1 1 1 1 1 1 PLANO A-1 ST 5mm CORTE 1-1 1 1 1 1 1 1 1 1 PLANO A-1 ST 4mm CORTE 1-1 1 1 1 1 1 1 1 1 A-1 E:1/50 MS CORTE 1-1 PLOT TXT 5 MM 1 1 1 1 1 1 1 1 A-1 E:1/100 MS CORTE 1-1 PLOT TXT 5 MM 1 1 1 1 1 1 1 1 A-1 E:1/50 MS CORTE 1-1 PLOT TXT 4 MM 1 1 1 1 1 1 1 1 A-1 E:1/100 MS CORTE 1-1 PLOT TXT 4 MM 1 1 1 1 1 1 1 1 A-1 E:1/200 MS CORTE 1-1 PLOT TXT 5 MM 1 1 1 1 1 1 1 1 A-1 E:1/200 MS CORTE 1-1 PLOT TXT 4 MM 1 1 1 1 1 1 1 1 A-1 E:1/500 MS CORTE 1-1 PLOT TXT 5 MM 1 1 1 1 1 1 1 1 A-1 E:1/500 MS CORTE 1-1 PLOT TXT 4 MM 1 1 1 1 1 1 1 1 A-1 E:1/250 MS CORTE 1-1 PLOT TXT 5 MM 1 1 1 1 1 1 1 1 A-1 E:1/250 MS CORTE 1-1 PLOT TXT 4 MM 1 1 1 1 1 1 1 1 A-1 E:1/25 MS CORTE 1-1 PLOT TXT 5 MM 1 1 1 1 1 1 1 1 A-1 E:1/25 MS CORTE 1-1 PLOT TXT 4 MM 1 1 1 1 1 1 1 1 A-1 E:1/20 MS CORTE 1-1 PLOT TXT 5 MM 1 1 1 1 1 1 1 1 A-1 E:1/20 MS CORTE 1-1 PLOT TXT 4 MM 1 1 2 2 Baranda de tubos de F°G° d=2" Baranda de tubos de F°G° d=2" 5 5 5 5 Fe d = 1/2" @ .25 Fe d = 3/8" @ .25 Fe d=1/2" @ .25 Fe d=3/8" @ .25 Baranda de tubos de F°G° d=2" En ambos sentidos Fe d = 1" @ 0.30 Fe d = 3/4" @ 0.24 Fe d = 1 3/8" @ 0.17 En ambos sentidos Fe d = 1" @ 0.30 Fe d = 1 3/8" @ 0.17 Fe d = 3/4" @ 0.24 Fe d = 1/2" @ .25 Fe d = 3/8" @ .25 Bruña interceptora de escurrimiento superficial Bruña interceptora de escurrimiento superficial 5 5 5 5 5 5 5 5 1 1 1 1 5 5 5 5 5 5 5 5 1 1 2 2 1 1 5 5 SECCION TIPO ST-I 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 SECCION TIPO ST-II 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 SECCION TIPO ST-III 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 SECCION TIPO ST-VII 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 SECCION TIPO ST-iV 5 5 5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 SECCION TIPO ST-V 5 5 5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 SECCION TIPO ST-VI 5 5 CANAL EL PUEBLO-FERREÑAFE, TRAMO TOMA TOTORAL-COLOCHE - DREN MIL Tipo de sección PROGRESIVA C. GEOMÉTRICAS CARACTERISTICAS HIDRÁULICAS Desde Hasta B b H Z Q y V E S n A R N °F bl Km ID Km ID m m m adim m3/s m m/s m m/m m2 m adim m ST-I 2+556.00 TOMA_Totoral-Coloche 3+500.00 3+500.00 6.40 1.00 1.80 1.50 9.70 1.16 3.04 1.63 0.00454 0.016 3.19 0.61 1.15 0.64 ST-II 3+500.00 3+500.00 4+360.00 4+360.00 6.90 1.50 1.80 1.50 9.70 1.22 2.40 1.51 0.00243 0.016 4.04 0.69 0.86 0.58 ST-III 4+360.00 4+360.00 5+233.5 ENT PUENTE TABLAS 8.40 3.00 1.80 1.50 9.70 1.22 1.65 1.36 0.00094 0.016 5.90 0.80 0.56 0.58 ST-IV 5+263.00 SAL PUENTE TABLAS 5+629.00 TOMA SOLTIN 4.50 4.50 1.80 0.00 9.70 1.15 1.87 1.33 0.00128 0.016 5.20 0.76 0.55 0.65 ST-V 5+629.00 TOMA SOLTIN 6+400.00 PUENTE BOLIVAR 4.00 4.00 1.80 0.00 7.50 1.09 1.72 1.24 0.00120 0.016 4.37 0.71 0.52 0.71 ST-V 6+625.00 SAL PTE SAN MARTIN 6+869.00 TOMA CARPINTERO 4.00 4.00 1.80 0.00 7.50 1.09 1.72 1.24 0.00120 0.016 4.37 0.71 0.52 0.71 ST-VI 6+869.00 TOMA CARPINTERO 7+130.00 TOMA TRAPICHE 3.00 3.00 1.80 0.00 5.50 1.03 1.78 1.19 0.00157 0.016 3.08 0.61 0.56 0.77 ST-VII 7+130.00 TOMA TRAPICHE 7+508.00 TOMA CAVA B 6.80 2.00 1.60 1.50 5.50 1.03 1.51 1.14 0.00106 0.016 3.65 0.64 0.57 0.57 ST-VII 7+508.00 TOMA CAVA B 7+900.00 TOMA CAVA A 6.80 2.00 1.60 1.50 5.50 1.01 1.54 1.13 0.00112 0.016 3.57 0.63 0.58 0.59 ST-VII 7+900.00 TOMA CAVA A 8+265.90 FIN KM. 8+265.90 6.80 2.00 1.60 1.50 5.50 1.04 1.48 1.15 0.00101 0.016 3.71 0.64 0.56 0.56 5 5 5 5 5 5 5 5 5 5 1:0.5 1:0.5 1:0.5 1:0.5 1:0.5 1:0.5 SECCION TIPO ST-I 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 SECCION TIPO ST-II 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 SECCION TIPO ST-III 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 SECCION TIPO ST-VII 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 5 CANAL EL PUEBLO-FERREÑAFE, TRAMO TOMA TOTORAL-COLOCHE - DREN MIL Tipo de sección PROGRESIVA C. GEOMÉTRICAS CARACTERISTICAS HIDRÁULICAS Desde Hasta B b H Z Q y V E S n A R N °F bl Km ID Km ID m m m adim m3/s m m/s m m/m m2 m adim m ST-I 2+556.00 TOMA_Totoral-Coloche 3+500.00 3+500.00 6.40 1.00 1.80 1.50 9.70 1.16 3.04 1.63 0.00454 0.016 3.19 0.61 1.15 0.64 ST-II 3+500.00 3+500.00 4+360.00 4+360.00 6.90 1.50 1.80 1.50 9.70 1.22 2.40 1.51 0.00243 0.016 4.04 0.69 0.86 0.58 ST-III 4+360.00 4+360.00 5+233.5 ENT PUENTE TABLAS 8.40 3.00 1.80 1.50 9.70 1.22 1.65 1.36 0.00094 0.016 5.90 0.80 0.56 0.58 ST-IV 5+263.00 SAL PUENTE TABLAS 5+629.00 TOMA SOLTIN 4.50 4.50 1.80 0.00 9.70 1.15 1.87 1.33 0.00128 0.016 5.20 0.76 0.55 0.65 ST-V 5+629.00 TOMA SOLTIN 6+400.00 PUENTE BOLIVAR 4.00 4.00 1.80 0.00 7.50 1.09 1.72 1.24 0.00120 0.016 4.37 0.71 0.52 0.71 ST-V 6+625.00 SAL PTE SAN MARTIN 6+869.00 TOMA CARPINTERO 4.00 4.00 1.80 0.00 7.50 1.09 1.72 1.24 0.00120 0.016 4.37 0.71 0.52 0.71 ST-VI 6+869.00 TOMA CARPINTERO 7+130.00 TOMA TRAPICHE 3.00 3.00 1.80 0.00 5.50 1.03 1.78 1.19 0.00157 0.016 3.08 0.61 0.56 0.77 ST-VII 7+130.00 TOMA TRAPICHE 7+508.00 TOMA CAVA B 6.80 2.00 1.60 1.50 5.50 1.03 1.51 1.14 0.00106 0.016 3.65 0.64 0.57 0.57 ST-VII 7+508.00 TOMA CAVA B 7+900.00 TOMA CAVA A 6.80 2.00 1.60 1.50 5.50 1.01 1.54 1.13 0.00112 0.016 3.57 0.63 0.58 0.59 ST-VII 7+900.00 TOMA CAVA A 8+265.90 FIN KM. 8+265.90 6.80 2.00 1.60 1.50 5.50 1.04 1.48 1.15 0.00101 0.016 3.71 0.64 0.56 0.56 5 5 5 5 5 5 5 1:0.5 1:0.5 1:0.5 1:0.5 EJE CANAL PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 6.516392051922850E+005 9.282352559263937E+006 30.00000000000000 376.0400000000000 8261.563576785524 LEFT PEGLT PEGRT PDGL PDGR EJE CANAL 2556.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 48.000000 0.000000 EJE CANAL 2560.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 47.000000 0.000000 EJE CANAL 2580.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2600.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2620.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2640.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2660.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2680.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2700.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2720.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2740.000000 XFG XEG XGRID XGRIDT 3 2 15.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2760.000000 XFG XEG XGRID XGRIDT 3 2 15.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2780.000000 XFG XEG XGRID XGRIDT 3 2 15.000000 20.000000 5.000000 46.000000 0.000000 EJE CANAL 2800.000000 XFG XEG XGRID XGRIDT 3 2 15.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2820.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2840.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2880.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2900.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2920.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2940.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2960.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 2980.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 45.000000 0.000000 EJE CANAL 3000.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 45.000000 0.000000 EJE CANAL 3020.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3040.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3060.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3080.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3100.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3120.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3140.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3160.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 43.000000 0.000000 EJE CANAL 3180.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3200.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 44.000000 0.000000 EJE CANAL 3220.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 43.000000 0.000000 EJE CANAL 3240.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 43.000000 0.000000 EJE CANAL 3260.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 43.000000 0.000000 EJE CANAL 3280.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 43.000000 0.000000 EJE CANAL 3300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 43.000000 0.000000 EJE CANAL 3320.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 43.000000 0.000000 EJE CANAL 3340.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 43.000000 0.000000 EJE CANAL 3360.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 42.000000 0.000000 EJE CANAL 3380.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 42.000000 0.000000 EJE CANAL 3400.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 42.000000 0.000000 EJE CANAL 3420.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3440.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 43.000000 0.000000 EJE CANAL 3460.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3480.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3500.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3500.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3520.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3540.000000 XFG XEG XGRID XGRIDT 3 2 15.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3560.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3580.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3600.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 7.000000 42.000000 0.000000 EJE CANAL 3620.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3640.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3660.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3680.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 42.000000 0.000000 EJE CANAL 3700.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 42.000000 0.000000 EJE CANAL 3720.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 41.000000 0.000000 EJE CANAL 3740.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 42.000000 0.000000 EJE CANAL 3760.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 42.000000 0.000000 EJE CANAL 3780.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 42.000000 0.000000 EJE CANAL 3800.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3820.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3840.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3880.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3900.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3920.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3940.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3960.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 41.000000 0.000000 EJE CANAL 3980.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4000.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4020.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4040.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4060.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4080.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4100.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 40.000000 0.000000 EJE CANAL 4120.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4140.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4160.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4180.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 41.000000 0.000000 EJE CANAL 4200.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 41.000000 0.000000 EJE CANAL 4220.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 40.000000 0.000000 EJE CANAL 4240.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4260.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 40.000000 0.000000 EJE CANAL 4280.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 40.000000 0.000000 EJE CANAL 4300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4320.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 40.000000 0.000000 EJE CANAL 4340.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 40.000000 0.000000 EJE CANAL 4360.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 40.000000 0.000000 EJE CANAL 4360.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 40.000000 0.000000 EJE CANAL 4380.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4400.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4420.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4440.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4460.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4480.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4500.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4520.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4540.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4560.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4580.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 4600.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4620.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4640.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 40.000000 0.000000 EJE CANAL 4660.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 4680.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 4700.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 4720.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 4740.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4760.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 4780.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4800.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4820.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4840.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4880.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4900.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4920.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4940.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4960.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 4980.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5000.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5020.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 5040.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 5060.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5080.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5100.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5120.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5140.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5160.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5180.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5200.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5220.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5233.500000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5263.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5280.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 39.000000 0.000000 EJE CANAL 5300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5320.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 5.000000 39.000000 0.000000 EJE CANAL 5340.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 5.000000 39.000000 0.000000 EJE CANAL 5360.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 4.000000 39.000000 0.000000 EJE CANAL 5380.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5400.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5420.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 38.000000 0.000000 EJE CANAL 5440.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5460.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5480.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5500.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5520.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5540.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5560.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5580.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5600.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 39.000000 0.000000 EJE CANAL 5620.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5629.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 39.000000 0.000000 EJE CANAL 5629.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 39.000000 0.000000 EJE CANAL 5640.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 39.000000 0.000000 EJE CANAL 5660.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 39.000000 0.000000 EJE CANAL 5680.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 38.000000 0.000000 EJE CANAL 5700.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 38.000000 0.000000 EJE CANAL 5720.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5740.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5760.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5780.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5800.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5820.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5840.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5880.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5900.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5920.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5940.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5960.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 5980.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6000.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6020.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 38.000000 0.000000 EJE CANAL 6040.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 38.000000 0.000000 EJE CANAL 6060.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 38.000000 0.000000 EJE CANAL 6080.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 3.000000 38.000000 0.000000 EJE CANAL 6100.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 3.000000 38.000000 0.000000 EJE CANAL 6120.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 3.000000 38.000000 0.000000 EJE CANAL 6140.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 3.000000 38.000000 0.000000 EJE CANAL 6160.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 38.000000 0.000000 EJE CANAL 6180.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6200.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 38.000000 0.000000 EJE CANAL 6220.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6240.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 38.000000 0.000000 EJE CANAL 6260.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6280.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6320.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6340.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6360.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 38.000000 0.000000 EJE CANAL 6380.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 38.000000 0.000000 EJE CANAL 6400.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 38.000000 0.000000 EJE CANAL 6625.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 6640.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 6660.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 6680.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 6700.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 6720.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6740.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6760.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 4.000000 37.000000 0.000000 EJE CANAL 6780.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 3.000000 37.000000 0.000000 EJE CANAL 6800.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 3.000000 37.000000 0.000000 EJE CANAL 6820.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6840.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6869.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6869.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6880.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6900.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 6920.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 6940.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 6960.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 6980.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7000.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 7020.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 7040.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 7060.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7080.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7100.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7120.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7130.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 7130.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 7140.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 7160.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 7180.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7200.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 6.000000 37.000000 0.000000 EJE CANAL 7220.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7240.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7260.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 37.000000 0.000000 EJE CANAL 7280.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7320.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 37.000000 0.000000 EJE CANAL 7340.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 36.000000 0.000000 EJE CANAL 7360.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 36.000000 0.000000 EJE CANAL 7380.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 36.000000 0.000000 EJE CANAL 7400.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 36.000000 0.000000 EJE CANAL 7420.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 36.000000 0.000000 EJE CANAL 7440.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 36.000000 0.000000 EJE CANAL 7460.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 36.000000 0.000000 EJE CANAL 7480.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 36.000000 0.000000 EJE CANAL 7500.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 36.000000 0.000000 EJE CANAL 7508.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 36.000000 0.000000 EJE CANAL 7508.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 36.000000 0.000000 EJE CANAL 7520.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 36.000000 0.000000 EJE CANAL 7540.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 35.000000 0.000000 EJE CANAL 7560.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 35.000000 0.000000 EJE CANAL 7580.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 35.000000 0.000000 EJE CANAL 7600.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 36.000000 0.000000 EJE CANAL 7620.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 36.000000 0.000000 EJE CANAL 7640.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 36.000000 0.000000 EJE CANAL 7660.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 36.000000 0.000000 EJE CANAL 7680.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 36.000000 0.000000 EJE CANAL 7700.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 36.000000 0.000000 EJE CANAL 7720.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 36.000000 0.000000 EJE CANAL 7740.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 3.000000 36.000000 0.000000 EJE CANAL 7760.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 3.000000 36.000000 0.000000 EJE CANAL 7780.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 3.000000 36.000000 0.000000 EJE CANAL 7800.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 3.000000 36.000000 0.000000 EJE CANAL 7820.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 36.000000 0.000000 EJE CANAL 7840.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 36.000000 0.000000 EJE CANAL 7860.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 36.000000 0.000000 EJE CANAL 7880.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 35.000000 0.000000 EJE CANAL 7900.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 35.000000 0.000000 EJE CANAL 7900.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 35.000000 0.000000 EJE CANAL 7920.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 5.000000 35.000000 0.000000 EJE CANAL 7940.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 36.000000 0.000000 EJE CANAL 7960.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 5.000000 35.000000 0.000000 EJE CANAL 7980.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 5.000000 35.000000 0.000000 EJE CANAL 8000.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 36.000000 0.000000 EJE CANAL 8020.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 5.000000 35.000000 0.000000 EJE CANAL 8040.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 5.000000 35.000000 0.000000 EJE CANAL 8060.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 5.000000 35.000000 0.000000 EJE CANAL 8080.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 6.000000 35.000000 0.000000 EJE CANAL 8100.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 6.000000 35.000000 0.000000 EJE CANAL 8120.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 5.000000 35.000000 0.000000 EJE CANAL 8140.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 5.000000 35.000000 0.000000 EJE CANAL 8160.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 4.000000 35.000000 0.000000 EJE CANAL 8180.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 15.000000 4.000000 35.000000 0.000000 EJE CANAL 8200.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 35.000000 0.000000 EJE CANAL 8220.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 4.000000 35.000000 0.000000 EJE CANAL 8240.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 4.000000 35.000000 0.000000 EJE CANAL 8256.900000 XFG XEG XGRID XGRIDT 3 2 20.000000 20.000000 3.000000 35.000000 0.000000 0 376.04 0 380 0 400 0 420 0 440 0 460 0 480 0 500 0 520 0 540 0 560 0 580 0 600 0 620 0 640 0 660 0 680 0 700 0 720 0 740 0 760 0 780 0 800 0 820 0 840 0 860 0 880 0 900 0 920 0 940 0 960 0 980 1 000 1 020 1 040 1 060 1 080 1 100 1 120 1 140 1 160 1 180 1 200 1 220 1 240 1 260 1 280 1 300 1 320 1 340 1 360 1 380 1 400 1 420 1 440 1 460 1 480 1 500 1 520 1 540 1 560 1 580 1 600 1 620 1 640 1 660 1 680 1 700 1 720 1 740 1 760 1 780 1 800 1 820 1 840 1 860 1 880 1 900 1 920 1 940 1 960 1 980 2 000 2 020 2 040 2 060 2 080 2 100 2 120 2 140 2 160 2 180 2 200 2 220 2 240 2 260 2 280 2 300 2 320 2 340 2 360 2 380 2 400 2 420 2 440 2 460 2 480 2 500 2 520 2 540 2 560 2 580 2 600 2 620 2 640 2 660 2 680 2 700 2 720 2 740 2 760 2 780 2 800 2 820 2 840 2 860 2 880 2 900 2 920 2 940 2 960 2 980 3 000 3 020 3 040 3 060 3 080 3 100 3 120 3 140 3 160 3 180 3 200 3 220 3 240 3 260 3 280 3 300 3 320 3 340 3 360 3 380 3 400 3 420 3 440 3 460 3 480 3 500 3 520 3 540 3 560 3 580 3 600 3 620 3 640 3 660 3 680 3 700 3 720 3 740 3 760 3 780 3 800 3 820 3 840 3 860 3 880 3 900 3 920 3 940 3 960 3 980 4 000 4 020 4 040 4 060 4 080 4 100 4 120 4 140 4 160 4 180 4 200 4 220 4 240 4 260 4 280 4 300 4 320 4 340 4 360 4 380 4 400 4 420 4 440 4 460 4 480 4 500 4 520 4 540 4 560 4 580 4 600 4 620 4 640 4 660 4 680 4 700 4 720 4 740 4 760 4 780 4 800 4 820 4 840 4 860 4 880 4 900 4 920 4 940 4 960 4 980 5 000 5 020 5 040 5 060 5 080 5 100 5 120 5 140 5 160 5 180 5 200 5 220 5 240 5 260 5 280 5 300 5 320 5 340 5 360 5 380 5 400 5 420 5 440 5 460 5 480 5 500 5 520 5 540 5 560 5 580 5 600 5 620 5 640 5 660 5 680 5 700 5 720 5 740 5 760 5 780 5 800 5 820 5 840 5 860 5 880 5 900 5 920 5 940 5 960 5 980 6 000 6 020 6 040 6 060 6 080 6 100 6 120 6 140 6 160 6 180 6 200 6 220 6 240 6 260 6 280 6 300 6 320 6 340 6 360 6 380 6 400 6 420 6 440 6 460 6 480 6 500 6 520 6 540 6 560 6 580 6 600 6 620 6 640 6 660 6 680 6 700 6 720 6 740 6 760 6 780 6 800 6 820 6 840 6 860 6 880 6 900 6 920 6 940 6 960 6 980 7 000 7 020 7 040 7 060 7 080 7 100 7 120 7 140 7 160 7 180 7 200 7 220 7 240 7 260 7 280 7 300 7 320 7 340 7 360 7 380 7 400 7 420 7 440 7 460 7 480 7 500 7 520 7 540 7 560 7 580 7 600 7 620 7 640 7 660 7 680 7 700 7 720 7 740 7 760 7 780 7 800 7 820 7 840 7 860 7 880 7 900 7 920 7 940 7 960 7 980 8 000 8 020 8 040 8 060 8 080 8 100 8 120 8 140 8 160 8 180 8 200 8 220 8 240 8 251.36 PC = 0+398.46 PT = 0+419.40 PC = 0+450.51 PT = 0+467.17 PC = 0+777.23 PT = 0+784.48 PC = 0+891.44 PT = 0+915.40 PC = 0+999.82 PT = 1+066.22 PC = 1+078.36 PT = 1+093.64 PC = 1+119.20 PT = 1+154.36 PC = 1+190.12 PT = 1+210.74 PC = 1+244.98 PT = 1+265.42 PC = 1+312.56 PT = 1+327.53 PC = 1+406.49 PT = 1+418.91 PC = 1+608.78 PT = 1+640.86 PC = 1+711.99 PT = 1+728.91 PC = 1+866.62 PT = 1+923.46 PC = 1+959.53 PT = 1+979.48 PC = 2+041 PT = 2+064.83 PC = 2+094.20 PT = 2+115.46 PC = 2+144.11 PT = 2+149.44 PC = 2+180 PT = 2+217.48 PC = 2+224.76 PT = 2+252.32 PC = 2+308.52 PT = 2+324.81 PC = 2+379.60 PT = 2+394.10 PC = 2+408.73 PT = 2+438.71 PC = 2+451.15 PT = 2+464.77 PC = 2+486.44 PT = 2+529.33 PC = 2+537.73 PT = 2+548.83 PC = 2+581.57 PT = 2+605.38 PC = 2+605.86 PT = 2+655.70 PC = 2+661.36 PT = 2+682.47 PC = 2+693.69 PT = 2+716.97 PC = 2+801.81 PT = 2+820.93 PC = 2+829.09 PT = 2+834.90 PC = 2+861.21 PT = 2+882.79 PC = 2+913.44 PT = 2+925.10 PC = 2+934.91 PT = 2+944.99 PC = 2+984.44 PT = 3+005.72 PC = 3+029.93 PT = 3+051.44 PC = 3+056.39 PT = 3+081.06 PC = 3+088.50 PT = 3+097.61 PC = 3+152.76 PT = 3+170.72 PC = 3+172.28 PT = 3+192.95 PC = 3+230.90 PT = 3+239 PC = 3+245.42 PT = 3+264.41 PC = 3+292.85 PT = 3+308.05 PC = 3+366.84 PT = 3+379.88 PC = 3+415.81 PT = 3+431.20 PC = 3+463.29 PT = 3+472.66 PC = 3+530.81 PT = 3+548.89 PC = 3+576.66 PT = 3+593.13 PC = 3+604.16 PT = 3+639.59 PC = 3+674.21 PT = 3+686.47 PC = 3+696.11 PT = 3+724.26 PC = 3+780.49 PT = 3+804.86 PC = 3+825.99 PT = 3+834.77 PC = 3+896.66 PT = 3+935.45 PC = 3+959.30 PT = 3+982.98 PC = 4+025.26 PT = 4+040.27 PC = 4+067.53 PT = 4+076.43 PC = 4+091.46 PT = 4+120.60 PC = 4+192.30 PT = 4+212 PC = 4+241.70 PT = 4+254.42 PC = 4+262.45 PT = 4+296.88 PC = 4+312.88 PT = 4+351.96 PC = 4+398.50 PT = 4+409.26 PC = 4+432.67 PT = 4+442.95 PC = 4+495.25 PT = 4+512.25 PC = 4+587.46 PT = 4+607.30 PC = 4+650.92 PT = 4+659.13 PC = 4+674.07 PT = 4+686.46 PC = 4+725.69 PT = 4+742.30 PC = 4+838.78 PT = 4+861.51 PC = 4+873.04 PT = 4+892.32 PC = 4+903.64 PT = 4+928.60 PC = 4+958.83 PT = 4+978.44 PC = 5+021.74 PT = 5+042.20 PC = 5+069.43 PT = 5+079.08 PC = 5+126.84 PT = 5+157.58 PC = 5+209.91 PT = 5+215.41 PC = 5+280.05 PT = 5+328.46 PC = 5+489.94 PT = 5+499.70 PC = 5+564.23 PT = 5+600.49 PC = 5+638.86 PT = 5+670.10 PC = 5+835.72 PT = 5+876.48 PC = 5+942.04 PT = 6+002.92 PC = 6+147.91 PT = 6+153.94 PC = 6+235.77 PT = 6+245.12 PC = 6+413.96 PT = 6+439.40 PC = 6+504.07 PT = 6+532.96 PC = 6+600.28 PT = 6+608.05 PC = 6+627.65 PT = 6+635.42 PC = 6+674.48 PT = 6+699.90 PC = 6+809.67 PT = 6+820.70 PC = 6+909.28 PT = 6+941.70 PC = 6+998.99 PT = 7+006.48 PC = 7+058.06 PT = 7+082.45 PC = 7+240.04 PT = 7+272.96 PC = 7+322.44 PT = 7+343.53 PC = 7+479.02 PT = 7+492.79 PC = 7+551.74 PT = 7+589.06 PC = 7+618.67 PT = 7+663.77 PC = 7+711.35 PT = 7+726.36 PC = 7+772.12 PT = 7+798.00 PC = 7+836.14 PT = 7+857.00 PC = 7+914.77 PT = 7+939.99 PC = 7+993.82 PT = 8+009.71 PC = 8+082.65 PT = 8+109.61 PC = 8+158.94 PT = 8+169.63 57.196 57.151 57.066 55.639 54.212 54.192 54.138 54.083 54.028 53.973 53.919 53.864 53.809 53.755 53.700 53.645 53.590 53.536 53.471 53.406 53.342 53.277 53.213 53.148 53.083 53.019 52.954 52.889 52.825 52.760 52.696 52.631 52.566 52.502 52.437 52.372 52.308 52.243 52.179 52.114 52.049 51.985 51.920 51.855 51.791 51.726 51.662 51.597 51.532 51.468 51.430 51.392 51.354 51.316 51.278 51.240 51.202 51.164 51.126 51.088 51.051 51.013 50.975 50.937 50.899 50.861 50.823 50.785 50.747 50.709 50.671 50.633 50.596 50.558 50.520 50.482 50.444 50.406 50.368 50.330 50.292 50.254 50.216 50.178 50.140 50.103 50.065 50.027 49.989 49.951 49.913 49.875 49.837 49.799 49.761 49.723 49.685 49.647 49.610 49.572 49.534 49.496 49.458 49.420 49.382 49.344 49.306 49.268 49.230 47.182 47.091 47.000 46.909 46.819 46.728 46.637 46.546 46.455 46.364 46.274 46.183 46.092 46.001 45.910 45.819 45.729 45.638 45.547 45.456 45.365 45.274 45.184 45.093 45.002 44.911 44.820 44.730 44.639 44.548 44.457 44.366 44.275 44.185 44.094 44.003 43.912 43.821 43.730 43.640 43.549 43.458 43.367 43.276 43.186 43.095 43.004 42.913 42.864 42.816 42.767 42.718 42.670 42.621 42.572 42.524 42.475 42.426 42.378 42.329 42.280 42.231 42.183 42.134 42.085 42.037 41.988 41.939 41.891 41.842 41.793 41.745 41.696 41.647 41.599 41.550 41.501 41.453 41.404 41.355 41.306 41.258 41.209 41.160 41.112 41.063 41.014 40.966 40.917 40.868 40.820 40.801 40.782 40.763 40.745 40.726 40.707 40.688 40.670 40.651 40.632 40.613 40.594 40.576 40.557 40.538 40.519 40.501 40.482 40.463 40.444 40.426 40.407 40.388 40.369 40.350 40.332 40.313 40.294 40.275 40.257 40.238 40.219 40.205 40.186 40.168 40.149 40.131 40.112 39.871 39.846 39.821 39.796 39.771 39.746 39.721 39.695 39.670 39.645 39.620 39.595 39.570 39.545 39.520 39.495 39.471 39.447 39.423 39.399 39.375 39.351 39.327 39.303 39.279 39.255 39.231 39.207 39.183 39.159 39.135 39.111 39.087 39.063 39.039 39.015 38.991 38.967 38.943 38.919 38.895 38.871 38.847 38.823 38.799 38.775 38.751 38.727 38.703 38.679 38.655 38.631 38.607 38.583 38.559 38.535 38.511 38.487 38.463 38.439 38.415 38.391 38.367 38.343 38.319 38.295 38.271 38.247 38.223 38.199 38.175 38.151 38.127 38.103 38.079 38.055 38.031 38.005 37.974 37.943 37.912 37.881 37.850 37.819 37.788 37.757 37.726 37.695 37.664 37.633 37.413 37.391 37.369 37.347 37.325 37.303 37.281 37.259 37.237 37.215 37.193 37.171 37.149 37.127 37.105 37.083 37.061 37.039 37.017 36.652 36.630 36.608 36.586 36.564 36.542 36.520 36.498 36.476 36.454 36.432 36.410 36.388 36.366 36.344 36.322 36.300 36.278 36.256 36.234 36.214 36.194 36.174 36.154 36.134 36.114 36.094 36.074 36.054 36.034 35.014 35.994 35.974 35.954 35.934 35.914 35.894 32 36 40 44 48 52 56 60 0+400 0+440 0+480 0+520 0+560 0+600 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 1+040 1+080 1+120 1+160 1+200 1+240 1+280 1+320 1+360 1+400 1+440 1+480 1+520 1+560 1+600 1+640 1+680 1+720 1+760 1+800 1+840 1+880 1+920 1+960 2+000 2+040 2+080 2+120 2+160 2+200 2+240 2+280 2+320 2+360 2+400 2+440 2+480 2+520 2+560 2+600 2+640 2+680 2+720 2+760 2+800 2+840 2+880 2+920 2+960 3+000 3+040 3+080 3+120 3+160 3+200 3+240 3+280 3+320 3+360 3+400 3+440 3+480 3+520 3+560 3+600 3+640 3+680 3+720 3+760 3+800 3+840 3+880 3+920 3+960 4+000 4+040 4+080 4+120 4+160 4+200 4+240 4+280 4+320 4+360 4+400 4+440 4+480 4+520 4+560 4+600 4+640 4+680 4+720 4+760 4+800 4+840 4+880 4+920 4+960 5+000 5+040 5+080 5+120 5+160 5+200 5+240 5+280 5+320 5+360 5+400 5+440 5+480 5+520 5+560 5+600 5+640 5+680 5+720 5+760 5+800 5+840 5+880 5+920 5+960 6+000 6+040 6+080 6+120 6+160 6+200 6+240 6+280 6+320 6+360 6+400 6+440 6+480 6+520 6+560 6+600 6+640 6+680 6+720 6+760 6+800 6+840 6+880 6+920 6+960 7+000 7+040 7+080 7+120 7+160 7+200 7+240 7+280 7+320 7+360 7+400 7+440 7+480 7+520 7+560 7+600 7+640 7+680 7+720 7+760 7+800 7+840 7+880 7+920 7+960 8+000 8+040 8+080 8+120 8+160 8+200 8+240 57.46 57.39 59.52 58.80 58.56 55.42 54.41 54.43 54.15 54.16 54.10 54.04 53.98 53.93 53.89 53.82 53.73 53.63 53.54 53.44 53.34 53.10 53.11 53.07 52.97 52.90 52.73 52.64 52.63 52.59 52.32 52.43 52.40 52.62 52.21 52.09 52.05 52.42 51.76 51.67 51.66 51.72 51.75 51.58 51.47 51.45 51.43 51.39 51.53 51.42 51.58 51.47 51.08 51.04 50.97 50.82 50.67 50.52 50.56 50.64 50.71 50.07 50.02 49.98 50.02 49.78 49.84 49.66 50.31 50.29 49.92 49.69 49.62 49.54 49.47 49.43 49.59 49.51 49.67 49.29 49.49 49.07 49.20 49.41 49.51 49.68 49.53 49.45 49.07 48.60 48.47 48.48 48.59 48.76 48.56 48.61 48.67 48.64 48.54 48.32 48.59 48.54 48.43 48.40 48.36 48.23 48.30 48.35 48.14 48.41 49.36 47.28 46.95 47.21 47.03 47.20 47.01 47.02 46.84 46.88 46.89 46.81 46.86 47.77 45.95 45.84 45.90 45.81 45.95 45.93 45.81 45.99 46.20 45.55 45.07 45.49 45.32 45.20 47.64 45.94 44.04 44.58 44.08 44.23 43.96 44.00 43.49 43.31 43.19 43.35 42.84 42.74 42.90 44.79 43.43 43.25 42.79 42.93 42.95 42.80 42.63 42.56 43.27 42.72 42.30 42.51 42.33 42.24 42.30 42.08 42.08 42.13 41.80 41.70 41.51 41.81 41.86 41.63 41.70 41.70 41.59 41.35 41.37 41.55 41.36 41.15 41.02 41.21 41.25 41.19 41.15 41.26 41.10 40.97 41.01 41.01 40.72 40.79 40.73 40.79 40.82 40.47 40.48 40.59 40.46 40.41 40.48 40.41 40.63 40.49 40.37 40.42 40.40 40.26 40.52 40.18 40.07 39.93 39.97 40.02 39.88 39.92 39.90 39.67 39.70 39.77 39.85 39.64 39.85 39.84 39.84 39.88 39.68 40.05 39.80 39.55 39.49 39.55 39.60 39.74 39.69 39.53 39.67 39.87 39.65 39.58 39.48 39.55 39.30 39.57 39.51 39.50 39.27 39.03 39.27 39.36 39.24 39.29 39.32 39.20 39.14 39.16 39.13 39.17 39.54 39.16 39.28 38.98 39.10 39.03 39.01 39.20 39.15 39.05 39.05 39.08 39.01 39.00 38.97 39.10 39.05 38.96 38.85 38.81 38.83 38.82 38.81 38.80 38.79 38.79 38.77 38.75 38.74 38.69 38.70 38.63 38.71 38.60 38.52 38.51 38.51 38.48 38.49 38.44 38.52 38.49 38.41 38.40 38.40 38.47 38.39 38.33 38.36 38.43 38.38 38.31 38.24 38.51 38.83 38.70 38.37 38.15 38.12 38.15 38.16 38.14 37.99 37.88 37.91 37.92 37.94 37.75 37.72 37.72 37.71 37.74 37.39 37.57 37.52 37.40 37.25 37.11 37.09 37.04 37.09 37.10 37.10 37.13 37.04 37.02 36.97 36.96 36.94 36.93 36.88 36.78 36.88 37.15 36.01 36.09 35.65 35.88 36.19 36.55 36.71 37.37 37.34 37.30 37.24 37.83 38.06 37.90 38.29 38.07 37.75 38.01 36.08 35.99 36.04 36.06 36.01 36.02 36.04 35.99 35.91 35.80 35.86 36.46 35.91 35.85 35.94 35.78 35.75 35.82 35.88 35.86 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 0.0000 0.000000 PVI STA = 0+419.40 PVI ELEV = 57.11 -0.2221% 57.1956 57.1512 PVI STA = 0+467.17 PVI ELEV = 53.70 -7.1343% 57.0655 55.6387 54.2118 PVI STA = 0+475.17 PVI ELEV = 53.70 0.0000% PVI STA = 0+477.17 PVI ELEV = 54.20 25.0000% PVI STA = 0+720 PVI ELEV = 53.54 -0.2736% 54.1923 54.1376 54.0828 54.0281 53.9734 53.9187 53.8640 53.8093 53.7546 53.6999 53.6451 53.5904 53.5357 PVI STA = 1+360 PVI ELEV = 51.47 -0.3231% 53.4711 53.4065 53.3418 53.2772 53.2126 53.1480 53.0833 53.0187 52.9541 52.8895 52.8248 52.7602 52.6956 52.6310 52.5663 52.5017 52.4371 52.3725 52.3078 52.2432 52.1786 52.1140 52.0493 51.9847 51.9201 51.8555 51.7908 51.7262 51.6616 51.5970 51.5323 51.4677 PVI STA = 2+556 PVI ELEV = 49.20 -0.1896% 51.4298 51.3919 51.3539 51.3160 51.2781 51.2402 51.2022 51.1643 51.1264 51.0885 51.0506 51.0126 50.9747 50.9368 50.8989 50.8610 50.8230 50.7851 50.7472 50.7093 50.6714 50.6334 50.5955 50.5576 50.5197 50.4817 50.4438 50.4059 50.3680 50.3301 50.2921 50.2542 50.2163 50.1784 50.1405 50.1025 50.0646 50.0267 49.9888 49.9508 49.9129 49.8750 49.8371 49.7992 49.7612 49.7233 49.6854 49.6475 49.6096 49.5716 49.5337 49.4958 49.4579 49.4200 49.3820 49.3441 49.3062 49.2683 49.2303 PVI STA = 2+556 PVI ELEV = 47.20 -1718025746080.0049% PVI STA = 3+500 PVI ELEV = 42.91 -0.4541% 47.1818 47.0910 47.0002 46.9093 46.8185 46.7277 46.6369 46.5460 46.4552 46.3644 46.2736 46.1827 46.0919 46.0011 45.9103 45.8194 45.7286 45.6378 45.5470 45.4561 45.3653 45.2745 45.1837 45.0928 45.0020 44.9112 44.8204 44.7295 44.6387 44.5479 44.4571 44.3662 44.2754 44.1846 44.0938 44.0030 43.9121 43.8213 43.7305 43.6397 43.5488 43.4580 43.3672 43.2764 43.1855 43.0947 43.0039 42.9131 PVI STA = 4+360 PVI ELEV = 40.82 -0.2434% 42.8644 42.8157 42.7670 42.7183 42.6696 42.6209 42.5723 42.5236 42.4749 42.4262 42.3775 42.3288 42.2802 42.2315 42.1828 42.1341 42.0854 42.0367 41.9881 41.9394 41.8907 41.8420 41.7933 41.7446 41.6960 41.6473 41.5986 41.5499 41.5012 41.4525 41.4039 41.3552 41.3065 41.2578 41.2091 41.1604 41.1117 41.0631 41.0144 40.9657 40.9170 40.8683 40.8196 -0.0938% 40.8009 40.7821 40.7633 40.7446 40.7258 40.7070 40.6883 40.6695 40.6507 40.6320 40.6132 40.5944 40.5757 40.5569 40.5381 40.5194 40.5006 40.4818 40.4631 40.4443 40.4255 40.4068 40.3880 40.3692 40.3505 40.3317 40.3129 40.2942 40.2754 40.2566 40.2379 40.2191 40.2003 40.1816 40.1628 40.1440 40.1253 40.1065 40.0877 40.0690 40.0502 40.0314 40.0127 39.9934 39.9731 PVI ELEV = 39.50 39.9482 39.9225 39.8968 39.8711 39.8454 39.8198 39.7941 39.7684 39.7427 39.7170 39.6913 39.6657 39.6400 39.6143 39.5886 39.5629 39.5372 39.5116 39.4868 39.4628 39.4388 39.4147 39.3907 39.3667 39.3427 39.3187 39.2947 39.2706 39.2466 39.2226 39.1986 39.1746 39.1506 39.1265 39.1025 39.0785 39.0545 39.0305 39.0064 38.9824 38.9584 38.9344 38.9104 38.8864 38.8623 38.8383 38.8143 38.7903 38.7663 38.7423 38.7182 38.6942 38.6702 38.6462 38.6222 38.5981 38.5741 38.5501 38.5261 38.5021 38.4781 38.4540 38.4300 38.4060 38.3820 38.3580 38.3340 38.3099 38.2859 38.2619 38.2379 38.2139 38.1899 38.1658 38.1418 38.1178 38.0938 38.0698 38.0457 38.0217 PVI ELEV = 37.616 -0.1574% 37.9936 37.9621 37.9306 37.8991 37.8677 37.8362 37.8047 37.7732 37.7417 37.7102 37.6787 37.6472 37.6158 PVI ELEV = 37.416 0.0000% PVI STA = 7+508 PVI ELEV = 37.00 37.3894 37.3683 37.3471 37.3259 37.3048 37.2836 37.2624 37.2413 37.2201 37.1989 37.1778 37.1566 37.1355 37.1143 37.0931 37.0720 37.0508 37.0296 37.0085 PVI STA = 7+508 PVI ELEV = 36.65 36.6365 36.6141 36.5916 36.5692 36.5467 36.5243 36.5018 36.4794 36.4569 36.4345 36.4120 36.3896 36.3671 36.3447 36.3222 36.2998 36.2774 36.2549 36.2325 36.2100 36.1898 36.1697 36.1495 36.1293 36.1091 36.0890 36.0688 36.0486 36.0284 36.0083 35.9881 35.9679 35.9477 35.9276 35.9074 35.8872 35.8671 35.8519 57.46 57.39 59.52 58.80 58.56 55.42 54.41 54.43 54.15 54.16 54.10 54.04 53.98 53.93 53.89 53.82 53.73 53.63 53.54 53.44 53.34 53.10 53.11 53.07 52.97 52.90 52.73 52.64 52.63 52.59 52.32 52.43 52.40 52.62 52.21 52.09 52.05 52.42 51.76 51.67 51.66 51.72 51.75 51.58 51.47 51.45 51.43 51.39 51.53 51.42 51.58 51.47 51.08 51.04 50.97 50.82 50.67 50.52 50.56 50.64 50.71 50.07 50.02 49.98 50.02 49.78 49.84 49.66 50.31 50.29 49.92 49.69 49.62 49.54 49.47 49.43 49.59 49.51 49.67 49.29 49.49 49.07 49.20 49.41 49.51 49.68 49.53 49.45 49.07 48.60 48.47 48.48 48.59 48.76 48.56 48.61 48.67 48.64 48.54 48.32 48.59 48.54 48.43 48.40 48.36 48.23 48.30 48.35 48.14 48.41 49.36 47.28 46.95 47.21 47.03 47.20 47.01 47.02 46.84 46.88 46.89 46.81 46.86 47.77 45.95 45.84 45.90 45.81 45.95 45.93 45.81 45.99 46.20 45.55 45.07 45.49 45.32 45.20 47.64 45.94 44.04 44.58 44.08 44.23 43.96 44.00 43.49 43.31 43.19 43.35 42.84 42.74 42.90 44.79 43.43 43.25 42.79 42.93 42.95 42.80 42.63 42.56 43.27 42.72 42.30 42.51 42.33 42.24 42.30 42.08 42.08 42.13 41.80 41.70 41.51 41.81 41.86 41.63 41.70 41.70 41.59 41.35 41.37 41.55 41.36 41.15 41.02 41.21 41.25 41.19 41.15 41.26 41.10 40.97 41.01 41.01 40.72 40.79 40.73 40.79 40.82 40.47 40.48 40.59 40.46 40.41 40.48 40.41 40.63 40.49 40.37 40.42 40.40 40.26 40.52 40.18 40.07 39.93 39.97 40.02 39.88 39.92 39.90 39.67 39.70 39.77 39.85 39.64 39.85 39.84 39.84 39.88 39.68 40.05 39.80 39.55 39.49 39.55 39.60 39.74 39.69 39.53 39.67 39.87 39.65 39.58 39.48 39.55 39.30 39.57 39.51 39.50 39.27 39.03 39.27 39.36 39.24 39.29 39.32 39.20 39.14 39.16 39.13 39.17 39.54 39.16 39.28 38.98 39.10 39.03 39.01 39.20 39.15 39.05 39.05 39.08 39.01 39.00 38.97 39.10 39.05 38.96 38.85 38.81 38.83 38.82 38.81 38.80 38.79 38.79 38.77 38.75 38.74 38.69 38.70 38.63 38.71 38.60 38.52 38.51 38.51 38.48 38.49 38.44 38.52 38.49 38.41 38.40 38.40 38.47 38.39 38.33 38.36 38.43 38.38 38.31 38.24 38.51 38.83 38.70 38.37 38.15 38.12 38.15 38.16 38.14 37.99 37.88 37.91 37.92 37.94 37.75 37.72 37.72 37.71 37.74 37.39 37.57 37.52 37.40 37.25 37.11 37.09 37.04 37.09 37.10 37.10 37.13 37.04 37.02 36.97 36.96 36.94 36.93 36.88 36.78 36.88 37.15 36.01 36.09 35.65 35.88 36.19 36.55 36.71 37.37 37.34 37.30 37.24 37.83 38.06 37.90 38.29 38.07 37.75 38.01 36.08 35.99 36.04 36.06 36.01 36.02 36.04 35.99 35.91 35.80 35.86 36.46 35.91 35.85 35.94 35.78 35.75 35.82 35.88 35.86 40 44 48 52 56 60 32 36 32 36 40 44 48 52 56 60 40 44 48 52 56 60 32 36 32 36 40 44 48 52 56 60 40 44 48 52 56 60 32 36 32 36 40 44 48 52 56 60 40 44 48 52 56 60 32 36 32 36 40 44 48 52 56 60 40 44 48 52 56 60 32 36 32 36 40 44 48 52 56 60 40 44 48 52 56 60 32 36 32 36 40 44 48 52 56 60 52 56 60 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 48 52 56 60 32 36 40 44 48 52 56 60 40 44 48 52 56 60 32 36 Salida Pte Chuchicol Entrada Toma Chuchicol, 0+383.62 Ent. TOMA TOTORAL-COLOCHE, 2+552.94 CAIDA, H=2 m. INICIO PUENTE TABLAS, 5+231.66-40+008 FIN PUENTE TABLAS, 5+261.14 INICIO TRANSICION TOMA SOLTIN, 5+611.37 Sal. TOMA TOTORAL-COLOCHE, 2+581.19 ENT. TOMA CARPINTERO, 6+845.14 SALIDA TOMA CARPINTERO, 6+855.79 ENT. TOMA TRAPICHE-AURICH, 7+124.06 FIN GRADA TRAPICHE-AURICH 7+136.86 COTA 37.416 SAL. TOMA CAVA B, 7+508.09 COTA 37,009 ENT. TOMA CAVA A. 7+895.18 COTA 36,239 SAL. TOMA CAVA A. 7+899.86 COTA 36,234 Entrada Rapida, 0+419.40 Salida Rapida, 0+483.92 0+376.04 Salida Toma Chuchicol, 0+389.58 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960 1+980 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+140 2+160 2+180 2+200 2+220 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 2+400 2+420 2+440 2+460 2+480 2+500 2+520 2+540 2+560 2+580 2+600 2+620 2+640 2+660 2+680 2+700 2+720 2+740 2+760 2+780 2+800 2+820 2+840 2+860 2+880 2+900 2+920 2+940 2+960 2+980 3+000 3+020 3+040 3+060 3+080 3+100 3+120 3+140 3+160 3+180 3+200 3+220 3+240 3+260 3+280 3+300 3+320 3+340 3+360 3+380 3+400 3+420 3+440 3+460 3+480 3+500 3+520 3+540 3+560 3+580 3+600 3+620 3+640 3+660 3+680 3+700 3+720 3+740 3+760 3+780 3+800 3+820 3+840 3+860 3+880 3+900 3+920 3+940 3+960 3+980 4+000 4+020 4+040 4+060 4+080 4+100 4+120 4+140 4+160 4+180 4+200 4+220 4+240 4+260 4+280 4+300 4+320 4+340 4+360 4+380 4+400 4+420 4+440 4+460 4+480 4+500 4+520 4+540 4+560 4+580 4+600 4+620 4+640 4+660 4+680 4+700 4+720 4+740 4+760 4+780 4+800 4+820 4+840 4+860 4+880 4+900 4+920 4+940 4+960 4+980 5+000 5+020 5+040 5+060 5+080 5+100 5+120 5+140 5+160 5+180 5+200 5+220 5+240 5+260 5+280 5+300 5+320 5+340 5+360 5+380 5+400 5+420 5+440 5+460 5+480 5+500 5+520 5+540 5+560 5+580 5+600 5+620 5+640 5+660 5+680 5+700 5+720 5+740 5+760 5+780 5+800 5+820 5+840 5+860 5+880 5+900 5+920 5+940 5+960 5+980 6+000 6+020 6+040 6+060 6+080 6+100 6+120 6+140 6+160 6+180 6+200 6+220 6+240 6+260 6+280 6+300 6+320 6+340 6+360 6+380 6+400 6+420 6+440 6+460 6+480 6+500 6+520 6+540 6+560 6+580 6+600 6+620 6+640 6+660 6+680 6+700 6+720 6+740 6+760 6+780 6+800 6+820 6+840 6+860 6+880 6+900 6+920 6+940 6+960 6+980 7+000 7+020 7+040 7+060 7+080 7+100 7+120 7+140 7+160 7+180 7+200 7+220 7+240 7+260 7+280 7+300 7+320 7+340 7+360 7+380 7+400 7+420 7+440 7+460 7+480 7+500 7+520 7+540 7+560 7+580 7+600 7+620 7+640 7+660 7+680 7+700 7+720 7+740 7+760 7+780 7+800 7+820 7+840 7+860 7+880 7+900 7+920 7+940 7+960 7+980 8+000 8+020 8+040 8+060 8+080 8+100 8+120 8+140 8+160 8+180 8+200 8+220 8+240 8+260 0+376.04 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960 1+980 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+140 2+160 2+180 2+200 2+220 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 2+400 2+420 2+440 2+460 2+480 2+500 2+520 2+540 2+560 2+580 2+600 2+620 2+640 2+660 2+680 2+700 2+720 2+740 2+760 2+780 2+800 2+820 2+840 2+860 2+880 2+900 2+920 2+940 2+960 2+980 3+000 3+020 3+040 3+060 3+080 3+100 3+120 3+140 3+160 3+180 3+200 3+220 3+240 3+260 3+280 3+300 3+320 3+340 3+360 3+380 3+400 3+420 3+440 3+460 3+480 3+500 3+520 3+540 3+560 3+580 3+600 3+620 3+640 3+660 3+680 3+700 3+720 3+740 3+760 3+780 3+800 3+820 3+840 3+860 3+880 3+900 3+920 3+940 3+960 3+980 4+000 4+020 4+040 4+060 4+080 4+100 4+120 4+140 4+160 4+180 4+200 4+220 4+240 4+260 4+280 4+300 4+320 4+340 4+360 4+380 4+400 4+420 4+440 4+460 4+480 4+500 4+520 4+540 4+560 4+580 4+600 4+620 4+640 4+660 4+680 4+700 4+720 4+740 4+760 4+780 4+800 4+820 4+840 4+860 4+880 4+900 4+920 4+940 4+960 4+980 5+000 5+020 5+040 5+060 5+080 5+100 5+120 5+140 5+160 5+180 5+200 5+220 5+240 5+260 5+280 5+300 5+320 5+340 5+360 5+380 5+400 5+420 5+440 5+460 5+480 5+500 5+520 5+540 5+560 5+580 5+600 5+620 5+640 5+660 5+680 5+700 5+720 5+740 5+760 5+780 5+800 5+820 5+840 5+860 5+880 5+900 5+920 5+940 5+960 5+980 6+000 6+020 6+040 6+060 6+080 6+100 6+120 6+140 6+160 6+180 6+200 6+220 6+240 6+260 6+280 6+300 6+320 6+340 6+360 6+380 6+400 6+420 6+440 6+460 6+480 6+500 6+520 6+540 6+560 6+580 6+600 6+620 6+640 6+660 6+680 6+700 6+720 6+740 6+760 6+780 6+800 6+820 6+840 6+860 6+880 6+900 6+920 6+940 6+960 6+980 7+000 7+020 7+040 7+060 7+080 7+100 7+120 7+140 7+160 7+180 7+200 7+220 7+240 7+260 7+280 7+300 7+320 7+340 7+360 7+380 7+400 7+420 7+440 7+460 7+480 7+500 7+520 7+540 7+560 7+580 7+600 7+620 7+640 7+660 7+680 7+700 7+720 7+740 7+760 7+780 7+800 7+820 7+840 7+860 7+880 7+900 7+920 7+940 7+960 7+980 8+000 8+020 8+040 8+060 8+080 8+100 8+120 8+140 8+160 8+180 8+200 8+220 8+240 0+376.04 45 45 45 45 45 45 45 45 50 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 44 44 43 43 43 42 43 43 43 43 43 44 44 44 44 43 43 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 38 38 37 39 37 38 39 39 37 40 38 38 38 39 35 35 35 35 35 35 35 38 36 37 38 39 TOMA CHUCHICOL TOMA TOTORAL TOMA COLOCHE TOMA SOLTIN TOMA CARPINTERO TOMA TRAPICHE TOMA CAVA A DREN 1,000 TRANSICION DE ENTRADA (EXISTENTE) 5 5 5 Sellado con elastomero de poliuretano DETALLE DE JUNTA DE CONTRACCION con C° f'c=175 Kg/cm2 Revestrimiento de talud 5 5 Sellado con elastomero de poliuretano DETALLE DE JUNTA DE EXPANSION con C° f'c=175 Kg/cm2 Revestrimiento de talud 5 Separación con teknopor e=1" Sellado con elastomero de poliuretano DETALLE DE JUNTA LONGITUDINAL 5 5 5 con C° f'c=175 Kg/cm2 Revestimiento de talud Junta longitudinal a 0.7 m. en la vertical, sobre el solado del canal INICIO DE TRANSICIÓN, 5+221.66 FIN DE TRANSICIÓN, 5+271.14 Ent Toma Soltin, 5+611.37 FIN PUENTE ALCANTARA, 5+941.73 INICIO PUENTE ALCANTARA, 5+930.34 FIN PUENTE TUPAC AMARU, 6+054.20 INICIO PUENTE TUPAC AMARU, 6+036.72 FIN PUENTE AREQUIPA, 6+212.42 INICIO PUENTE AREQUIPA, 6+198.74 FIN PUENTE SUCRE, 6+274.01 INICIO PUENTE SUCRE, 6+257.78 FIN PUENTE BOLIVAR, 6+411.00 INICIO PUENTE BOLIVAR, 6+393.54 INICIO PUENTE PEATONAL TRES MARÍAS, 6+721.78 FIN PUENTE SANTA ROSA, 6+809.18 INICIO PUENTE SANTA ROSA, 6+795.10 44 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 1 1.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.5:1 1.5:1 1.5:1 1 1.5 5 5 5 5 5 5 5 5 5 5 5 5 1 1.5 5 5 5 5 1:1.5 1:1.5 1:1.5 1:1.5 5 5 5 5 Junta de contracción longitudinal 5 ESC. 1:75 SECCIÓN TIPO ST-I PERFIL DE TERRENO NATURAL ESC. 1:75 PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL SECCION TIPO ST-II 9 265 800 N 9 266 000 N 9 266 200 N 635 400 E 635 200 E 635 000 E 635 000 E 9 266 200 N 9 266 400 N 634 800 E 634 600 E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.5:1 1.5:1 1 1.5 5 PERFIL DE TERRENO NATURAL PERFIL DE TERRENO NATURAL 634 600 E 634 400 E 9 266 600 N 9 266 800 N 9 267 000 N 634 200 E 634 200 E 9 267 200 N 634 200 E 633 800 E 9 267 400 N 9 267 600 N PERFIL DE TERRENO NATURAL Perfil de Terreno Natural TOMA AURICH 9 267 800 N 9 268 000 N 633 800 E 633 600 E TOMA CAVA B 634 400 E 9 267 600 N 633 200 E 633 400 E 9 268 200 N 9 268 000 N 9 268 400 N COTA 39,970 COTA 39,957 VIVIENDAS CARRETERA ASFALTADA A FERREÑAFE PUENTE TABLAS CRUZA TUBO F°G° DE AGUA ESC. 1:75 PROGRESIVA 5+020 - 5+500 SECCION TIPO III FIN TOMA SOLTIN, 5+631.02 COTA 39,506 39.531 5+611.37 39.511 5+627.37 5+631.02 COTA 39,147 COTA 39,133 39.147 5+930.34 ESC. 1:75 PROGRESIVA 5+500 - 5+611.37 SECCION TIPO III 5+941.73 COLOCHE EXISTENTE COTA 39.019 COTA 38.998 COTA 38,825 COTA 38,803 COTA 38,825 COTA 38,734 COTA 38,591 38.315 6+623 COTA 38,109 COTA 38,092 COTA 38,049 COTA 38,040 INICIO PUENTE TACNA EXISTENTE 6+951.75 FIN PUENTE TACNA EXISTENTE 6+983.11 5 5 5 5 5 5 5 5 EJE TOMA TRAPICHE 7+127.06 COTA 37,622 FIN TOMA TRAPICHE AURICH FIN TOMA TRAPICHE-AURICH, 7+130.86 COTA 37.616 INICIO TOMA CAVA B. 7+502.86 COTA 37,014 FINAL DE RAMPA 7+514.09 COTA 36,659 INICIO DE RAMPA 35.877 8+251.36 CONCRETO f'c=210kg/cm² ESC. 1:5 DETALLE DE JUNTA WATER STOP 6" (cada 9 metros) POLIURETANO DE 1"x1/2" 0.20 \W0.7;1/2" 1" \A1;R,02 TECKNOPOR WATER STOP 6" REVESTIMIENTO f'c=210kg/cm2 MATERIAL AISLANTE (MASKINTAPE) Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 DETALLE DE REFUERZO Esc: 1/50 5 5 CONCRETO f'c=210kg/cm² Afirmado de camino de servicio Revestimiento de canal f'c=175 kg/cm2 e=0.10 m Limpieza y desbroce de terreno Afirmado de camino de servicio Limpieza y desbroce de terreno Revestimiento de canal f'c=175 kg/cm2 e=0.10 m Limpieza y desbroce PI ESTE NORTE PC PT R Ln Ta Angulo 5+074.27 635366.22 9265898.86 5+069.43 5+079.08 50 9.65 4.84 11 3 10 5+126.84 635319.4692 9265922.961 5+142.72 5+142.72 635305.3199 9265930.18 5+126.84 5+157.55 48.6959 30.7099 15.88 0 0.5 54 5+157.55 635298.1496 9265944.355 5+212.63 635272.60 9265993.15 5+209.87 5+215.38 50 5.50 2.75 6 18 24 5+304.71 635221.19 9266069.55 5+280.02 5+328.43 100 48.41 24.69 27 44 14 5+494.82 635052.98 9266160.20 5+489.94 5+499.70 200 9.77 4.88 2 47 51 5+582.37 634973.97 9266197.93 5+564.19 5+600.46 200 36.26 18.18 10 23 19 PI ESTE NORTE PC PT R Ln Ta Angulo 6+240.46 634525.5756 9266670.591 6+235.77 6+245.14 200 9.37 4.68 2 41 1 6+245.14 634523.2029 9266674.631 6+245.14 6+414.03 634437.5357 9266820.184 6+426.74 6+426.74 634430.6046 9266830.832 6+414.03 6+439.41 210.0309 25.3801 12.71 0 0.3 40 6+439.41 634422.4404 9266840.567 6+518.59 634371.4425 9266901.131 6+504.51 6+532.61 200 28.11 14.08 8 3 6 PI ESTE NORTE PC PT R Ln Ta Angulo 7+058.10 634026.5201 9267311.249 7+070.31 634020.1102 9267321.639 7+058.10 7+082.49 200 24.3868 12.21 0 0.3 23 7+256.58 633903.74 9267467.12 7+240.08 7+273 200 32.92 16.50 9 25 52 7+333.03 633866.37 9267533.91 7+322.48 7+343.57 200 21.09 10.55 6 2 27 7+486.08 633778.00 9267658.88 7+479.07 7+492.84 30 13.77 7.01 26 18 29 7+570.51 633764.81 9267742.52 7+551.79 7+589.11 200 37.32 18.71 10 41 26 PI ESTE NORTE PC PT R Ln Ta Angulo 8+097.65 633457.19 9268163.25 8+082.69 8+109.65 25 26.96 14.96 61 46 58 8+164.39 633387.50 9268163.52 8+158.99 8+169.68 30 10.69 5.40 20 25 5 8+255.04 633302.56 9268195.52 0 0 0 0 0 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 DETALLE DE REFUERZO Esc: 1/50 5 5 Sección tipo IV Sección tipo V Junta contracción \W4.83892; longitudinal PVI STA 5+631.02 PVI STA = 7+130.86 PVI STA = 7+136.86 40.219 40.201 40.182 40.164 40.146 40.128 40.110 40.091 40.073 40.055 40.037 40.015 39.990 39.964 39.939 39.913 39.506 40.093 40.075 40.056 40.037 40.019 5+231.66 40.008 39.997 39.971 5+261.14 39.970 5+221.66 40.017 5+271.14 39.957 39.946 39.921 39.896 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 TECNOPOR DETALLE JUNTA DE DILATACIÓN C/ 14.00m MATERIAL AISLANTE (Rodon de espuma de Polyolefina D=5/8") DETALLE DE JUNTA CONTRACCIÓN C/ 3.50 m 1" REVESTIMIENTO f'c= 175kg/cm² MATERIAL AISLANTE (Rodon de espuma de Polyolefina D=1 1/4") 0.10 0.10 5 \W0.7;" 1" REVESTIMIENTO f'c= 175kg/cm² ELASTOMERICO DE POLIURETANO de 1"x1/2" DETALLE DE JUNTA CONTRACCIÓN LONGITUDINAL REVESTIMIENTO f'c= 175kg/cm² Rodón de espuma 0.10 ELASTOMERICO DE POLIURETANO de 1/2"x1/2" \W0.7;1/2" 1" 1/2" \W0.7;1/2" S/E S/E S/E DETALLE DE JUNTA WATER STOP 9" CADA 9.00 m. ELASTOMÉRICO POLIURETANO DE 1"x1/2" e=0.25 \A1;\W0.7;1/2" R,02 TECKNOPOR WATER STOP 9" REVESTIMIENTO f'c=210kg/cm2 \W0.7;1" S/E 5 5 5 5 5 5 39.133 39.019 6+036.72 38.998 6+054.20 38.825 6+198.74 38.808 6+212.42 38.754 6+257.78 38.734 6+274.01 38.591 6+393.54 38.570 6+411.00 Limpieza y desbroce de terreno 38.189 6+721.08 38.187 6+722.48 FIN PUENTE PEATONAL TRES MARÍAS, 6+722.48 38.109 6+795.10 38.092 6+809.18 38.049 6+845.14 38.040 6+855.79 38.014 6+874.22 37.627 7+124.06 37.416 7+136.86 37.616 7+130.86 37.014 7+502.86 37.009 7+509.09 36.659 7+514.09 36.239 7+895.18 ELASTOMERICO DE POLIURETANO DE 1/2"x1/2" Junta contracción Longitudinal 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .08 .08 Junta de dilatación sellado con elastomérico de poliuretano Junta de Dilatación sellado con 5 5 5 5 5 .40 5 elastomérico de poliuretano Fierro corrugado d3/4" pintado con anticorrosivo epóxico 0.10 0.15 Nro Progresiva (km) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 0+021.00 0+497.00 0+997.50 1+498.00 1+995.00 2+495.50 2+996.00 3+496.50 3+997.00 4+497.50 4+998.00 5+495.00 5+995.50 5+995.50 6+496.00 6+996.50 7+497.00 7+997.50 8+498.00 8+995.00 9+495.50 9+996.00 9+996.00 10+496.50 10+997.00 11+497.50 11+800.00 UBICACIÓN DE ESCALINES .40 5 5 5 5 5 5 Junta de Dilatación sellado con elastomérico de poliuretano TIPO III .40 5 5 5 5 5 5 Junta de Dilatación sellado con elastomérico de poliuretano 1.5:1 1.5:1 .40 5 5 5 5 5 5 Junta de Dilatación sellado con elastomérico de poliuretano 1.5:1 1.5:1 .40 5 5 5 5 5 5 Junta de Dilatación sellado con elastomérico de poliuretano 1.5:1 1.5:1 .40 5 6+772.50 5 5 5 5 5 Junta de Dilatación sellado con elastomérico de poliuretano 1.5:1 1.5:1 5 5 5 5 5 5 0.20 Fierro corrugado Ø 3/4" epóxico rico en zinc con base anticorrosiva Fierro liso galvanizado \U+22053/4" epóxico de zinc con base anticorrosiva Fierro liso galvanizado \U+22053/4" epóxico rico en zinc con base anticorrosiva Fierro corrugado Ø 3/4" epóxico rico en zinc con base anticorrosiva Fierro corrugado Ø 3/4" epóxico rico en zinc con base anticorrosiva Fierro corrugado Ø 3/4" epóxico de zinc con base anticorrosiva Fierro corrugado Ø 3/4" epóxico rico en zinc con base anticorrosiva 5 5 5 5 5 Fierro corrugado Ø 3/4" epóxico rico en zinc con base anticorrosiva 5 5 BM-1 BM-2 BM-3 BM-4 BM-5 BM-6 BM-7 BM-8 BM-9 BM-10 BM-11 BM-12 BM-13 BM-14 BM-15 BM-16 BM-17 5 5 \A1;2.78 5 5 \A1;6.01 5 38 37 37 39 40 Capa de Material Granular Ø 1/2" a 2", e= 0.30 m. Linea de Relleno Compactado 5 Capa de Material Granular Ø 1/2" a 2", e= 0.30 m. 5 Linea de Relleno Compactado Filtro de Material Granular Ø 1/2" a 2", e= 0.30 m. Filtro de Material Granular Ø 1/2" a 2", e= 0.30 m. SECCION TIPO ST-VI 5 5 5 5 5 5 5 5 5 5 5 5 5 1.5:1 1 1.5 5 Revestimiento de canal f'c=175 kg/cm2 e=0.10 m Limpieza y desbroce de terreno Junta contracción longitudinal 5 Filtro de Material Granular Ø 1/2" a 2", e= 0.30 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 1.5:1 1 1.5 5 ESC. 1:75 PROGRESIVA 5+500 - 5+611.37 SECCION TIPO III Limpieza y desbroce de terreno Revestimiento de canal f'c=175 kg/cm2 e=0.10 m Junta contracción \W4.83892; longitudinal 5 5 Filtro de Material Granular Ø 1/2" a 2", e= 0.30 m. 5 Linea de Relleno Compactado PERFIL DE TERRENO NATURAL CAMINO PEATONAL CAMINO PEATONAL CAMINO DE SERVICIO 5 5 5 5 5 5 5 5 5 5 1.5:1 1 1.5 5 ESC. 1:75 PROGRESIVA 5+271.14 - 5+500 SECCION TIPO III Revestimiento de canal f'c=175 kg/cm2 e=0.10 m Limpieza y desbroce de terreno Junta contracción Longitudinal 5 5 Filtro de Material Granular Ø 1/2" a 2", e= 0.30 m. 5 Perfil de Terreno Natural CAMINO DE SERVICIO CAMINO PEATONAL CAMINO DE SERVICIO BERMA BERMA CAMINO DE SERVICIO BERMA CAMINO DE SERVICIO CAMINO PEATONAL Berma afirmado, e = 0.10 m. 1.5:1 Camino Peatonal Afirmado, e = 0.10 m. Camino Peatonal Afirmado, e = 0.10 m. 5 MATERIAL AISLANTE RODÓN DE ESPUMA DE POLYOLEFINA D= 1 1/4" \A1;1/2 " \A1;1/2 CAMINO DE SERVICIO BERMA CAMINO DE SERVICIO BERMA FIN DEL PROYECTO 8+251.36 MATERIAL AISLANTE de Polyolefina D=5/8" FIN DEL PROYECTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.5:1 1.5:1 1 1.5 5 Perfil de Terreno Natural ESC. 1:75 PROGRESIVA 5+000 - 5+221.66 SECCION TIPO II Afirmado de camino de servicio Revestimiento de canal f'c=175 kg/cm2 e=0.10 m Limpieza y desbroce de terreno Junta de contracción \W7.33892; longitudinal 5 5 5 Filtro de Material Granular Ø 1/2" a 2", e= 0.30 m. CAMINO DE SERVICIO 5 Berma afirmado, e=0.10 m 5 5 5 5 5 5 5 5 BERMA 5 5 5 5 5 5 5 5 5 5 1.5:1 1 1.5 5 Perfil de Terreno Natural ESC. 1:75 PROGRESIVA 5+500.00 - 5+611.37 SECCION TIPO III Revestimiento de canal f'c=175 kg/cm2 e=0.10 m Limpieza y desbroce de terreno Junta contracción Longitudinal 5 5 Filtro de Material Granular Ø 1/2" a 2", e= 0.30 m. 5 Berma afirmado, e = 0.10 m. 1.5:1 5 5 5 5 5 5 BERMA BERMA 5 5 5 Solado, f'c=100 kg/cm2 e = 0.05 m. Vereda, concreto f'c= 175 kg/cm2 e = 0.10 m. 5 5 5 5 Solado, f'c=100 kg/cm2 e = 0.05 m. (CANAL RECTANGULAR) Perfil de Terreno Natural 5 5 Solado, f'c= 100 kg/cm2 e = 0.05 m. de terreno Nivel Calle, Zona Urbana Vereda, concreto f'c= 175 kg/cm2 e = 0.10 m. 5 5 5 5 5 Afirmado de Camino de Servicio, e = 0.20 m. 42 42 42 41 42 41 42 41 42 43 42 EJE PUENTE BOLIVAR, 6+402.27 \A1;PUENTE BOLIVAR \A1;6+402.27 6+629 INICIO TRANSICIÓN DE EMPALME FIN TRANSICIÓN DE EMPALME 6+951.75 6+983.11 PUENTE TACNA EXISTENTE 6+721.78 634 220 E 2 40 40,5 39,5 39 39 39,5 634 230 E 38,197 Q=7,5m/s 5 Progresiva 6+721.78 Progresiva 6+723.18 Losa de Concreto f'c=210 kg/cm2 ´A 5.50 B PUENTE PEATONAL - TRES MARIAS 3+366.64 4.60 5 5 5 5 5 DETALLE A ´A Baranda FºGº Ø 2" PUENTE PEATONAL TRES MARIAS 6+721.78 38.300 38.42 38.43 POTABLE d 4" Berma afirmado, e = 0.10 m. Berma afirmado, e = 0.10 m. EJE TOMA SOLTIN EJE PUENTE ALCANTARA, 5+936.04 38.71 5+936.04 39.131 Vereda, concreto f'c= 175 kg/cm2 e = 0.10 m. EJE PUENTE TUPAC AMARU, 6+045.46 6+045.46 COTA 38.570 Vereda, concreto f'c= 175 kg/cm2 e = 0.10 m. Fierro corrugado Ø 3/4" epóxico rico en zinc con base anticorrosiva 5 5 5 5 5 5 5 5 (Ver Detalle) 37.96 37.74 Berma, e = 0.10 m. NOTA: EL FIN DEL CANAL DEBE EMPALMAR CON LA TRANSICION EXISTENTE, CONSIDERANDO UNA JUNTA DE DILATACION. BERMA KM 5+000 - KM 5+500 COTA DE TERRENO COTA DE RASANTE PROGRESIVA MINISTERIO DE AGRICULTURA PROGRAMA SUBSECTORIAL DE IRRIGACIONES SUBSECTORIAL DE IRRIGACIONES PROGRAMA MODIFICACION DESCRIPCION A ITEM B FECHA C APR. REV. FECHA FIRMA/OFICIO APROBACION PENDIENTE TIPO DE SECCIÓN S=0,000931 TIPO II PERFIL LONGITUDINAL ESC. HORIZONTAL 1:1000 S=0,00129 S=0,001254 TIPO III PERFIL DEL TERRENO PERFIL DE RASANTE DEL CANAL PLANTA ESC. 1:1000 40 44 48 32 36 32 36 40 44 48 46 42 38 34 34 38 42 46 CANAL EL PUEBLO-FERREÑAFE Tipo de sección PROGRESIVA C. GEOMETRICAS CARACTERISTICAS HIDRAULICAS Desde Hasta B b H Z Q y V E n A R N °F bl Km Km m m m adim m3/s m m/s m m/m m2 m adim m S II 5+000.00 5+221.66 8.40 3.00 1.80 1.50 9.70 1.18 1.72 1.33 0.000931 0.015 5.64 0.78 0.59 0.62 III 5+271.14 5+500.00 8.40 3.00 1.80 1.50 9.70 1.09 1.91 1.28 0.001254 0.015 5.07 0.73 0.68 0.71 5+000 39.68 40.224 LINEA DE BORDO ESC. VERTICAL 1:100 PI-52 PI-53 PI-54 PI-55 PI-56 CUADRO DE ELEMENTOS DE CURVA PUNTO FLECHA CUERDA EXTERNA LONG.CURV. TANGENTE RADIO ANGULO DIST.ACUM. m. m. m. m. m. m. m. S M G m. PI PT PC m. m. PI-56 PI-55 PI-54 PI-53 PI-52 635052.97 635221.19 635272.60 635305.32 635366.22 9266160.20 9266069.55 9265993.15 9265930.18 9265898.86 3065.63 2874.54 2782.45 2711.49 2643.01 2 27 6 35 11 47 44 18 19 3 51.40 14.10 24.40 56.10 10.00 200.00 100.00 50.00 49.87 50.00 4.884 24.689 2.755 15.884 4.838 9.766 48.411 5.504 30.755 9.645 0.06 3.00 0.08 2.47 0.23 9.76 47.94 5.50 30.27 9.63 0.06 2.92 0.08 2.35 0.23 5+489.94 5+280.05 5+209.91 5+126.84 5+069.43 5+499.70 5+328.46 5+215.41 5+157.58 5+079.08 5+494.85 5+304.74 5+212.66 5+142.71 5+074.26 NORTE 42.000 635 040.578 9 266 180.095 12 41.000 635 258.605 11 COTA ESTE BMS 9 265 963.977 CUADRO DE BMs TRANSICIONES Y PUENTE L = 49.48 m. CUADRO DE ESCALINES Nº ESCALIN 3 3+600 D 4 4+080 I 5 4+580 D 6 5+100 I 7 5+520 D 8 6+020 I 9 6+390 D 10 6+890 I 2 3+100 I UBICACION MARGEN 1 2+580 D 11 7+390 D 12 7+508 D 13 7+900.50 D 14 8+240 D

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
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File Type	dwg
Materials	Concrete, Steel, Wood, Other
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Building Features	Pool, Car Parking Lot
Tags	autocad, canal, channel, details, DWG, full, kläranlage, plan, plant, profile, Project, sizing, specifications, treatment plant