Plano Sewer Toloche DWG Plan for AutoCAD

Plan details of a sewer toloche

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 dewatering 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, section, section, on land, on land, on land, on land, Ground channel, Will not be executed, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi

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;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;93.78371833° 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;4.00 \A1;9.89 0,000.000 \A1;54°3'3" \A1;4.50 \A1;4.00 \A1;6.00 \A1;0.50 \A1;2.30 \A1;4.96 \A1;3.79 \A1;8.75 \A1;28.25 \A1;44°31'11" \A1;R4.00 \A1;1.65 \A1;0.60 \A1;0.25 \A1;0.15 \A1;0.50 \A1;1.00 \A1;0.50 \A1;6.00 \A1;6.00 \A1;2.00 \A1;0.25 \A1;0.90 \A1;1.00 \A1;0.40 \A1;0.60 \A1;1.80 \A1;0.225 \A1;81°23'52" \A1;3.79 \A1;2.15 \A1;6.00 \A1;0.25 \A1;1.15 \A1;0.25 \A1;1.60 \A1;1.00 \A1;1.15 \A1;0.25 1.60 \A1;1.15 \A1;0.25 \A1;1.60 \A1;3.00 \A1;3.00 \A1;2.00 \A1;54°0'0" \A1;6.00 \A1;6.00 \A1;1.00 \A1;0.40 \A1;5.00 \A1;0.50 \A1;1.00 \A1;20.00 \A1;9.50 \A1;6.00 \A1;3.50 \A1;6.00 \A1;2.91 \A1;4.00 \A1;1.00 \A1;0.50 \A1;6.00 \A1;1.00 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\A1;0.30 \A1;0.30 \A1;0.55 \A1;0.55 \A1;1.60 \A1;0.20 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.20 \A1;5.50 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.30 \A1;5.50 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.30 \A1;69°0'0" \A1;111°0'0" \A1;R2.50 \A1;R1.00 \A1;1.11 \A1;0.78 \A1;2.60 \A1;5.96 \A1;3.50 \A1;0.25 \A1;0.25 \A1;47.77 \A1;34.08 \A1;3.50 \A1;58.67 \A1;0.40 \A1;1.00 \A1;6.00 \A1;3.50 \A1;37.77 \A1;10.00 \A1;47.77 \A1;10.90 \A1;1.20 \A1;2.00 \A1;1.50 \A1;1.50 \A1;0.40 \A1;1.00 \A1;2.20 \A1;0.25 \A1;0.50 \A1;2.50 \A1;5.00 \A1;2.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.50 \A1;1.50 \A1;0.30 \A1;0.30 \A1;3.50 \A1;0.30 \A1;3.50 \A1;2.20 \A1;0.30 \A1;0.30 \A1;5.00 \A1;0.60 \A1;2.00 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.80 \A1;0.30 \A1;3.50 \A1;2.20 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.50 \A1;0.40 \A1;0.30 \A1;2.60 \A1;2.20 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.64 \A1;0.50 \A1;0.20 \A1;0.25 \A1;1.00 \A1;4.00 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.80 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.80 \A1;0.90 \A1;0.40 \A1;0.55 \A1;0.55 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.80 \A1;0.90 \A1;2.40 \A1;1.60 \A1;1.60 \A1;0.40 \A1;0.60 \A1;0.35 \A1;6.00 \A1;0.60 \A1;0.40 \A1;0.25 \A1;5.50 \A1;0.20 \A1;5.50 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.55 \A1;0.55 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.25 \A1;0.80 \A1;0.90 \A1;2.40 \A1;1.60 \A1;1.60 \A1;0.40 \A1;0.60 \A1;0.45 \A1;1.00 \A1;1.00 \A1;0.60 \A1;0.25 \A1;0.60 \A1;1.10 \A1;0.85 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.60 \A1;2.75 \A1;0.55 \A1;0.55 \A1;2.60 \A1;3.00 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.25 \A1;5.50 \A1;0.20 \A1;0.45 \A1;1.00 \A1;1.00 \A1;0.60 \A1;0.25 \A1;0.60 \A1;1.10 \A1;0.85 \A1;0.20 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.20 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.60 \A1;54°0'0" \A1;1.80 \A1;5.00 \A1;4.00 \A1;4.00 \A1;R2.00 \A1;R2.00 \A1;1.00 \A1;4.00 \A1;5.10 \A1;1.00 \A1;1.65 \A1;0.75 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;3.60 \A1;6.00 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.00 \A1;6.40 \A1;2.70 \A1;2.70 \A1;1.00 \A1;0.25 \A1;0.25 \A1;4.00 \A1;19.83 \A1;10.65 \A1;12.80 \A1;\L23.52 \A1;2.00 \A1;2.00 \A1;0.25 \A1;0.25 \A1;3.00 \A1;9.60 \A1;10.00 \A1;11.40 \A1;4.20 \A1;4.20 \A1;0.60 \A1;12.70 \A1;0.25 \A1;0.25 \A1;0.25 \A1;9.60 \A1;10.00 \A1;11.40 \A1;4.20 \A1;4.20 \A1;0.60 \A1;12.70 \A1;0.25 \A1;0.25 \A1;0.25 \A1;3.00 \A1;3.15 \A1;2.10 \A1;1.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.70 \A1;1.80 \A1;0.25 \A1;4.80 \A1;1.80 \A1;0.25 \A1;0.25 \A1;0.25 \A1;Var. \A1;1.80 \A1;Var. \A1;1.80 0.0762 0.0762 0.0762 0.0762 0.0762 0.0762 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;21.08 \A1;1.00 \A1;0.90 \A1;0.90 \A1;0.20 \A1;0.60 \A1;0.33 \A1;0.26 \A1;0.60 \A1;1.15 \A1;1.00 \A1;29.46 \A1;29.46 \A1;10.00 \A1;10.00 SECCIÓN \A1;3.00 \A1;0.25 SECCIÓN \A1;2.00 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;2.00 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.80 \A1;0.40 \A1;0.20 \A1;0.50 \A1;0.50 \A1;2.00 \A1;0.40 \A1;0.60 \A1;1.00 \A1;1.00 \A1;canal en tierra \A1;0.60 \A1;0.25 \A1;0.35 \A1;0.10 \A1;2.39 \A1;0.35 \A1;1.00 \A1;canal en tierra \A1;1.00 \A1;canal en tierra \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.00 \A1;1.00 \A1;0.60 \A1;canal en tierra \A1;0.25 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.35 \A1;2.39 \A1;0.35 \A1;1.00 \A1;0.60 \A1;0.25 \A1;0.60 \A1;1.10 \A1;0.85 \A1;0.25 \A1;0.60 \A1;0.20 \A1;0.25 \A1;0.50 \A1;0.50 \A1;0.20 \A1;60° \A1;6.00 \A1;Inicio tramo canal en tierra \A1;0.75 \A1;0.25 \A1;1.46 \A1;3.00 \A1;0.25 \A1;1.00 \A1;5.00 \A1;6.00 \A1;4.00 \A1;4.00 \A1;R2.00 \A1;0.80 \A1;1.15 \A1;0.25 \A1;6.00 \A1;R2.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.25 \A1;1.15 \A1;5.10 \A1;6.00 \A1;1.10 \A1;0.35 \A1;1.10 \A1;0.35 \A1;1.10 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.40 \A1;0.15 \A1;0.40 \A1;1.65 \A1;0.75 \A1;3.60 \A1;1.50 \A1;0.00 \A1;4.00 \A1;0.80 \A1;1.00 \A1;1.00 \A1;0.20 \A1;1.00 \A1;2.70 \A1;1.00 \A1;2.70 \A1;1.00 \A1;0.25 \A1;0.25 \A1;6.00 \A1;4.00 \A1;90°0'0" \A1;34°6'37" \A1;47°35'41" \A1;30°14'8" \A1;30°11'40" \A1;40°20'39" \A1;6.00 \A1;2.25 \A1;2.98 \A1;2.98 \A1;3.25 N \A1;3.59 \A1;0.45 \A1;0.36 \A1;1.39 \A1;0.09 \A1;0.34 \A1;0.07 \A1;3.17 \A1;1.25 \A1;3.57 \A1;0.45 \A1;1.53 \A1;0.48 \A1;0.98 \A1;0.17 \A1;2.98 \A1;0.19 \A1;1.00 \A1;1.00 \A1;0.25 \A1;1.00 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.20 \A1;0.13 \A1;0.55 \A1;2.68 \A1;0.25 \A1;0.78 \A1;0.58 \A1;3.48 \A1;0.96 \A1;1.95 \A1;0.17 \A1;1.80 \A1;0.48 \A1;0.45 \A1;0.27 \A1;0.59 \A1;1.45 \A1;1.84 \A1;0.60 \A1;0.47 \A1;0.50 \A1;0.50 \A1;6.00 \A1;2.15 \A1;0.32 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.20 \A1;2.53 \A1;36°17'16" \A1;R4.00 \A1;R1.00 \A1;1.19 \A1;68°23'48" \A1;R1.00 \A1;90°0'0" \A1;1.57 \A1;R1.00 \A1;1.03 \A1;59°6'57" \A1;0.25 \A1;1.28 \A1;2.35 \A1;33°41' \A1;0.20 \A1;R4.00 \A1;0.23 \A1;0.40 \A1;0.75 \A1;0.25 \A1;3.14 \A1;R2.00 \A1;90°0'0" \A1;R4.00 \A1;56°29'1" \A1;3.94 \A1;0.40 \A1;0.60 \A1;0.60 \A1;1.08 \A1;VAR. \A1;VAR. \A1;1.50 \A1;2.70 \A1;0.40 \A1;1.80 \A1;3.00 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.25 .15 \A1;1.10 \A1;1.13 \A1;0.60 \A1;1.13 \A1;0.14 \A1;1.13 \A1;0.60 \A1;1.13 \A1;0.14 \A1;3.48 \A1;1.12 \A1;0.60 \A1;1.13 \A1;0.63 \A1;0.39 \A1;0.71 \A1;1.13 \A1;0.60 \A1;1.13 \A1;0.14 \A1;4.27 \A1;0.30 \A1;0.31 \A1;0.48 \A1;PROYECTADO, NO SERÁ EJECUTADO \A1;EXISTENTE \A1;3.18 \A1;17.00 \A1;3.00 \A1;3.00 \A1;1.13 \A1;0.60 \A1;1.13 \A1;0.14 0,000.000 \A1;1,40 \A1;,20 \A1;1,00 \A1;,20 \A1;,50 \A1;,50 \A1;,20 \A1;,80 \A1;,20 \A1;,20 \A1;,40 \A1;,80 \A1;,20 \A1;,20 \A1;9.00 \A1;,80 \A1;,20 \A1;,20 \A1;,40 \A1;,80 \A1;,20 \A1;,20 \A1;9.00 \A1;,80 \A1;,20 \A1;,20 \A1;,20 \A1;\W0.7;1/2" \A1;1" \A1;e = 0.20 m. \A1;11°6'58" \A1;30° \A1;34°6'19" \A1;47°35'41" \A1;30° \A1;S=0,0015 \A1;1.00 \A1;1.00 \A1;1,00 \A1;,20 \A1;,20 \A1;,12 \A1;,60 \A1;,08 \A1;,07 0 000 0 100 0 200 0 300 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 30 40 20.000 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 54.9 54.6 54.4 54.1 54.0 53.9 53.6 53.4 53.1 53.0 52.6 52.4 52.4 52.1 52.4 51.6 51.6 51.4 51.4 51.4 51.1 50.9 50.7 50.3 50.0 49.9 49.7 49.6 49.5 49.4 51.1 49.2 49.2 49.5 49.4 48.6 48.7 48.5 48.7 48.4 48.6 48.3 48.2 48.3 47.1 47.5 47.1 46.9 46.8 45.9 45.9 46.0 46.0 45.2 45.3 47.2 44.1 44.2 43.7 43.4 44.4 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 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+500 PVI ELEV = 54.343 -2.053% 54.34 PVI STA = 1+847.28 PVI ELEV = 49.279 -0.376% 54.34 54.16 53.97 53.78 53.59 53.40 53.22 53.03 52.84 52.65 52.46 52.28 52.09 51.90 51.71 51.52 51.34 51.15 50.96 50.77 50.58 50.40 50.21 50.02 49.83 49.64 49.46 PVI STA = 2+581.90 PVI ELEV = 47.909 -0.186% 49.27 49.18 49.09 48.99 48.90 48.81 48.71 48.62 48.53 48.43 48.34 48.25 48.16 48.06 47.97 PVI STA = 2+638.92 PVI ELEV = 47.136 -1.357% 47.66 PVI STA = 2+875.96 PVI ELEV = 46.643 -0.208% 47.11 47.01 46.90 46.80 46.70 PVI STA = 2+888.20 PVI ELEV = 45.699 -7.721% PVI STA = 3+187.65 PVI ELEV = 45.081 -0.206% 45.67 45.57 45.47 45.36 45.26 45.16 PVI STA = 3+216.33 PVI ELEV = 43.985 -3.821% 44.61 PVI STA = 3+339.15 PVI ELEV = 43.702 -0.230% 43.91 43.79 -1.079% 43.59 43.05 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 EL PUEBLO CANAL TOTORAL CANAL CARPINTERO CANAL CAVA A CANAL TRAPICHE TOMA 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 5 5 5 5 57.108 57.24 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 57.1806 57.24 0+360.00 length: 59.397 S=0.001 length: 50.770 54.20 PC = 0+398.45 PT = 0+419.40 PC = 0+450.50 PT = 0+467.17 DH=2.9806 58 54 57.24 57.108 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 PT = 0+467.17 PT = 0+419.40 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 53.70 50 49 49.20 TOMA TOTORAL-COLOCHE L=242.921 TOMA COLOCHE 46.50 5+233.5 PUENTE TABLAS Elev=35.85 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 5 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 A-1 E:1/100 MS CORTE 1-1 PLOT TXT 4 MM 1 1 5 5 2 2 5 1 1 5 5 3+500 4+360 46.00 47.00 47.20 49.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 de izaje HPB-24, HYDROGATE o similar modelo 10-00, con mecanismo 3 Compuertas de guillotina 1.10x0.60 m de izaje CPE 2, HYDROGATE o similar modelo 10-00, con mecanismo Compuerta de guillotina 1.0x0.6 5 5 5 5 5 5 2+566 2+566, Elev=49.18 5 5 5 1 1 2 2 5 X = 6.32000000E+05 Y = 9.27000000E+06 5 5 5 5 5 5 5 5 5 5 BTCA BTC BT BC BCAM BCAN PTE TUPAC AMARU 5 0 376.04 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 8 255.04 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+655.70 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+157.55 PC = 5+209.87 PT = 5+215.38 PC = 5+280.02 PT = 5+328.43 PC = 5+489.94 PT = 5+499.70 PC = 5+564.19 PT = 5+600.46 PC = 5+638.83 PT = 5+670.06 PC = 5+835.67 PT = 5+876.45 PC = 5+942.04 PT = 6+002.92 PC = 6+147.91 PT = 6+153.94 PC = 6+235.77 PT = 6+245.14 PC = 6+414.03 PT = 6+439.41 PC = 6+504.51 PT = 6+532.61 PC = 6+600.32 PT = 6+608.10 PC = 6+627.70 PT = 6+635.47 PC = 6+674.53 PT = 6+699.95 PC = 6+809.71 PT = 6+820.75 PC = 6+909.30 PT = 6+941.78 PC = 6+999.02 PT = 7+006.50 PC = 7+058.10 PT = 7+082.49 PC = 7+240.08 PT = 7+273 PC = 7+322.48 PT = 7+343.57 PC = 7+479.07 PT = 7+492.84 PC = 7+551.79 PT = 7+589.11 PC = 7+618.71 PT = 7+663.81 PC = 7+711.39 PT = 7+726.40 PC = 7+772.17 PT = 7+798.05 PC = 7+836.19 PT = 7+857.04 PC = 7+914.82 PT = 7+940.04 PC = 7+993.86 PT = 8+009.76 PC = 8+082.69 PT = 8+109.65 PC = 8+158.99 PT = 8+169.68 5 2+552.94 2+581.19 0+483.92 5+261.14 5+221.66 5+231.66 5+271.14 5+611.37 5+621.37 5+631.02 5+930.34 5+941.73 0+092.70 0+114.89 0+069.30 0+200.00 0+300.00 0+100.00 6+257.78 6+274.01 6+036.72 6+393.54 6+721.78 6+736.50 6+809.18 6+795.10 6+860.07 6+874.22 6+851.79 6+845.14 6+198.74 6+212.42 6+054.20 6+411.00 6+414.00 6+855.79 6+951.75 7+124.059 7+139.30 7+502.86 7+509.09 7+895.16 7+901.39 6+540.00 6+557.00 6+612.00 6+623.00 6+983.11 0+362.26 0+380.00 0+720.00 1+360.00 2+556.00 3+500.00 4+360.00 5+263.00 5+273.50 0+720.00 0+720.00 0+720.00 0+720.00 0+720.00 0+720.00 0+720.00 0+720.00 0+720.00 1+360.00 0+360.00 0+360.00 0+483.67 57.224 0+467.17 5 5 5 5 5 5 5 5 5 5 5 5 54.271 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 Var. 5 5 5 5 Fe d=1/2" @ .40 Fe d=1/2" @ .25 5 5 0 383.62 0 389.58 PUENTE ALCANTARA PUENTE TUPAC AMARU PUENTE AREQUIPA PUENTE SUCRE TOMA SOLTIN PUENTE TRES MARIAS PUENTE SANTA ROSA PUENTE GUILLERMO LA FLOR CORTE 1-1 CORTE 2-2 TOMA CHUCHICOL TOMA COLOCHE PUENTE TABLAS TOMA SOLTIN TOMA CARPINTERO TOMA AURICH TOMA TRAPICHE TOMA CAVA B TOMA CAVA A DREN 1,000 TRANSICION DE ENTRADA 5 5 5 5 5 5 5 5 5 5 5 Fe d=1/2" @ .25 CORTE 3-3 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Compuerta de guillotina 1.10x0.60 modelo 10-00, con mecanismo de izaje CPE 2, HYDROGATE o similar 5 5 5 5 5 5 5 CORTE 4-4 Fe d=1/2" @ .25 5 Fe D=1/2" @ .25 de izaje CPE 2, ARMCO o similar modelo 10-00, con mecanismo Compuerta de guillotina 0.90x0.60 5 5 5 5 5 5 Fe d=1/2" @ .25 CORTE 4-4 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 5 5 5 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=3/8" @ .30 5 de izaje CPE 2, ARMCO o similar modelo 10-00, con mecanismo Compuerta de guillotina 1.00x0.60 5 Fe d=1/2" @ .24 Rejilla metálica 1.0x0.60 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=3/8" @ .25 Fe d=1/2" @ .25 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto+ f'c=100 kg/cm² Concreto f'c=100 kg/cm² C° f'c=100 kg/cm², solado e=0.05 m Var. 5 5 5 5 Fe d=1/2" @ .40 Fe d=1/2" @ .25 CORTE 2-2 5 5 5 5 Fe d=1/2" @ .25 CORTE 3-3 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Compuerta de guillotina 1.10x0.60 modelo 10-00, con mecanismo de izaje CPE 2, HYDROGATE o similar 5 5 5 5 5 CORTE 2-2 Fe d=1/2" @ .25 5 5 5 5 5 5 Fe d=1/2" @ .25 CORTE 4-4 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 5 5 5 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Rejilla metálica 1.0x0.60 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=3/8" @ .25 Fe d=1/2" @ .25 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² C° f'c=100 kg/cm², solado e=0.05 m C° f'c=100 kg/cm², solado e=0.05 m C° f'c=100 kg/cm², solado e=0.05 m 1 1 1 1 1 1 1 1 E:1/50 PS MS 0.20 PS 4 MM 1 1 1 1 1 1 1 1 E:1/100 PS MS 0.40 PS 4 MM 1 1 1 1 1 1 1 1 E:1/25 PS MS 0.10 PS 4 MM 1 1 1 1 1 1 1 1 E:1/20 PS MS 0.08 PS 4 MM 5 5 5 CORTE 1-1 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 Var. 5 5 5 5 Fe d=1/2" @ .40 Fe d=1/2" @ .25 CORTE 2-2 5 5 5 Fe d=1/2" @ .25 CORTE 3-3 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Compuerta de guillotina 1.10x0.60 modelo 10-00, con mecanismo de izaje CPE 2, HYDROGATE o similar 5 5 5 5 5 CORTE 2-2 Fe d=1/2" @ .25 5 5 5 5 5 Fe d=1/2" @ .25 CORTE 4-4 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 5 5 5 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .18 Rejilla metálica 1.60x0.90 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 5 5 Fe d=1/2" @ .18 Fe d=1/2" @ .25 Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² solado e=0.05 m Concreto f'c=100 kg/cm² C° f'c=100 kg/cm², solado e=0.05 m CORTE 1-1 5 5 5 5 5 5 5 5 5 5 1 1 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 DETALLE DE RANURA PARA STOP LOGS 5 ESC: 1/10 5 5 DETALLE DE RANURA PARA STOP LOGS 5 E:/1/10 en A1 Var. 5 5 5 5 Fe d=1/2" @ .40 Fe d=1/X" @ .25 CORTE 2-2 5 5 5 5 Fe d=1/2" @ .40 CORTE 3-3 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Compuerta de guillotina 1.10x0.60 modelo 10-00, con mecanismo de izaje CPE 2, HYDROGATE o similar 5 5 5 5 5 CORTE 2-2 Fe d=1/X" @ .25 5 5 5 5 5 5 Fe d=1/2" @ .25 CORTE 4-4 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 5 5 5 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/X" @ .25 Fe d=1/X" @ .25 Rejilla metálica 1.0x0.60 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=3/8" @ .25 Fe d=1/X" @ .25 5 5 Fe d=1/X" @ .25 Fe d=1/X" @ .25 Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² C° f'c=100 kg/cm², solado e=0.05 m Concreto f'c=100 kg/cm² C° f'c=100 kg/cm², solado e=0.05 m CORTE 1-1 5 5 5 5 5 5 .25 .42 TRAPICHE TRAPICHE 5 5 5 5 5 5 5 DETALLE DE RANURA PARA STOP LOGS 5 Esc: 1/10 5 5 DETALLE DE RANURA PARA STOP LOGS 5 E:/1/10 en A1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE 2-2 Fe d=1/2" @ .25 5 5 Fe d=1/2" @ .25 5 de izaje CPE 2, ARMCO o similar modelo 10-00, con mecanismo Compuerta de guillotina 1.00x0.60 5 Fe d=1/5" @ .25 Rejilla metálica 1.0x0.60 5 5 Fe d=1/2" @ .25 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Concreto f'c=210 kg/cm² C° f'c=100 kg/cm², solado e=0.05 m 5 5 de izaje CPE 2, HYDROGATE o similar modelo 10-00, con mecanismo Compuerta de guillotina 1.0x0.6 5 5 5 5 5 de izaje CPE 2, HYDROGATE o similar modelo 10-00, con mecanismo Compuerta de guillotina 1.0x0.6 5 5 1 1 1 1 1 1 1 1 E:1/50 PS MS 0.20 PS 4 MM 1 1 1 1 1 1 1 1 E:1/100 PS MS 0.40 PS 4 MM 1 1 1 1 1 1 1 1 E:1/25 PS MS 0.10 PS 4 MM 1 1 1 1 1 1 1 1 E:1/20 PS MS 0.08 PS 4 MM 5 5 5 5 5 5 5 5 TOMA SOLTIN TRAPICHE 7+124.06 7+136.86 1 1 1 1 1 1 1 1 E:1/50 PS MS 0.20 PS 4 MM 1 1 1 1 1 1 1 1 E:1/100 PS MS 0.40 PS 4 MM 1 1 1 1 1 1 1 1 E:1/25 PS MS 0.10 PS 4 MM 1 1 1 1 1 1 1 1 E:1/20 PS MS 0.08 PS 4 MM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 de izaje CPE 2, ARMCO o similar modelo 10-00, con mecanismo Compuerta de guillotina 0.60x0.60 de izaje CPE 2, ARMCO o similar modelo 10-00, con mecanismo Compuerta de guillotina 0.6x0.60 5 5 5 5 5 5 5 5 5 5 5 5 1:1.5 1:1.5 5 5 5 5 5 1:1.5 1:1.5 5 5 5 5 5 5 5 5 5 5 5 0+389.58 0+383.62 0+339.13 PT=0+419.40 PC=0+398.46 PC=0+450.51 PT=0+467.17 PT=0+483.92 0+389.58 0+383.62 0+376.04 0+360.00 0+362.20 SHUTE 3T 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 5 CORTE 2-2 CORTE 3-3 5 CORTE 2-2 5 5 5 5 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 C° f'c=100 kg/cm², solado e=0.05 m C° f'c=100 kg/cm², solado e=0.05 m C° f'c=100 kg/cm², solado e=0.05 m Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² 5 5 Relleno compactado con material propio seleccionado Relleno compactado con material seleccionado Relleno compactado con material propio seleccionado Enrocado Rip Rap 5 5 5 5 5 CORTE 1-1 5 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .25 C° f'c=100 kg/cm², solado e=0.05 m Relleno compactado con material propio seleccionado 5 5 5 5 5 5 5 CORTE 2-2 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 C° f'c=100 kg/cm², solado e=0.05 m Concreto f'c=210 kg/cm² Relleno compactado con material propio seleccionado 5 5 5 5 5 Concreto f'c=210 kg/cm² 49.20 47.20 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Relleno compactado con material seleccionado 5 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Relleno compactado con material seleccionado Relleno compactado con material seleccionado Relleno compactado con material seleccionado Relleno compactado con material seleccionado de izaje CPE 2, HYDROGATE o similar modelo 10-00, con mecanismo 3 Compuertas de guillotina 1.10x0.90 de izaje CPE 2, HYDROGATE o similar modelo 10-00, con mecanismo Compuerta de guillotina 1.60x0.90 TOMA CARPINTERO 5 de izaje CPE 2, HYDROGATE o similar modelo 10-00, con mecanismo 3 Compuertas de guillotina 1.10x0.90 de izaje CPE 2, HYDROGATE o similar modelo 10-00, con mecanismo Compuerta de guillotina 1.60x0.90 5 Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=3/8" @ .24 Fe d=3/8" @ .24 C° f'c=100 kg/cm², CANAL TOTORAL Relleno compactado con material seleccionado Relleno compactado con material seleccionado Relleno compactado con material seleccionado CANAL TRAPICHE de izaje CPE 2, HYDROGATE o similar modelo 10-00, con mecanismo Compuerta de guillotina 1.10x0.6 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 1 1 1 E:1/50 PS MS 0.20 PS 4 MM 1 1 1 1 1 1 1 1 E:1/100 PS MS 0.40 PS 4 MM 1 1 1 1 1 1 1 1 E:1/25 PS MS 0.10 PS 4 MM 1 1 1 1 1 1 1 1 E:1/20 PS MS 0.08 PS 4 MM 1 1 1 1 1 1 1 1 E:1/75 PS MS 0.30 PS 4 MM 5 5 5 5 5 5 5 5 5 5 de izaje CPE 2, ARMCO o similar modelo 10-00, con mecanismo Compuerta de guillotina WxH de izaje CPE 2, ARMCO o similar modelo 10-00, con mecanismo Compuerta de guillotina WxH 5 5 5 5 5 5 5 5 5 5 5 1:1.5 1:1.5 5 5 5 5 5 1:1.5 1:1.5 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 CANAL CAVA A CORTE 1-1 CORTE 2-2 CORTE 3-3 CORTE 1-1 CORTE 2-2 CORTE 3-3 5 5 5 5 5 5 5 5 5 5 5 de izaje CPE 2, ARMCO o similar modelo 10-00, con mecanismo Compuerta de guillotina 0.60x0.60 5 5 5 5 5 5 5 5 5 5 5 1:1.5 1:1.5 CORTE 1-1 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=3/8" @ .25 Fe d=1/2" @ .25 5 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 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 5 51.00 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 0+400 CORTE 0+400 RELLENO 0+420 0+420 0+440 0+440 0+460 0+460 0+477.50 0+477.50 18.97470107 CORTE 13.55552768 24.65513061 4.99033849 3.92329454 5.06812499 RELLENO 5.06812499 3.24000000 5.06812499 5.01572500 0+419.40 0+420 0+440 0+460 0+480 0+477.50 0+400 0+420 0+440 0+460 5.01572500 CORTE 2-2 CORTE 3-3 10.65745138 3.58193946 8.62351182 4.65277795 2.85811380 5.30597061 6.21056171 3.75127894 4.15288711 5 8.22527053 3.27381507 2.41119812 5 7+120 3.57229071 3.30562501 8.04394531 5 7+508 4.91257501 23.52 5 5 5 5 CORTE 4-4 CANAL CAVA B Fe d=3/8" @ .25 0+500 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 CORTE 1-1 (Entrada) 5 5 5 5 5 CORTE 1-1 (Salida) 5 5 5 CORTE 2-2 (Entrada) Var. 5 CORTE 2-2 (Salida) Var. 5 Válvula de compuerta d = 6" Baranda de tubos de F°G° d=1y1/2" Contacto con pintura bituminosa C° f'c=100 kg/cm², solado e=0.075 m C° f'c=100 kg/cm², solado e=0.10 m Relleno compactado con material propio seleccionado Compuerta de guillotina 0.90x0.60 modelo 10-00, con mecanismo de izaje CPE 2, ARMCO o similar E:1/50 0.1 EN MS 2 EN PS I I 5 Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Eje planta 5 Water stop PVC de 6" Water stop PVC de 6" Eje de río Eje de canal Water stop PVC de 6" Water stop PVC de 6" con material de lecho de río Defensa con gaviones Tuberia de ventilacion d=4" Dique de defenza conformada Defensa rústica Toma rústica existente Camino de vigilancia Puente carrozable Conducto cubierto Canal proyectado Canal existente Bocal de captación Dique de protección material propio seleccionado Compuerta de regulación Bordo de canal Canal sin revestir con especies resistentes Area vegetada natural a la erosión fluvial Area forestada Lecho de río Orilla de rio Playa de río Terreno eriazo Terreno de cultivo Water stop PVC de 6" D D 5 Water stop PVC de 6" Water stop PVC de 6" Tubería de asbesto cemento d=150 mm. Filtro de grava Tubería PVC-U d = 6" 0,000.000 Junta de construccion Transicion de entrada Relleno con afirmado Ranura para stop logs Transicion de salida Water stop PVC de 9" CT=873.60 Km 0+000 de A° de 0.60 x 0.30 m. CR=872.50 Rejilla de protección 0,000.000 0,000.000 Ranura para stop logs Tuberia de ventilacion d=4" Water stop PVC de 6" de lecho de rio seleccionado Relleno compactado con material Mamposteria de piedra e=0.30 m. asentada en concreto f'c=175 kg/cm², con emboquillado @ 0.30 m. entre ejes Rieles de acero de 60 lb/yd de mortero C-A, mezcla 1:3 Tubos de drenaje d=3" Ver detalle A angulada, dmin=0.60 m. Enrocado con piedra Escala: 1/Ind. CORTE 1-1 Eje corte Water stop PVC de 6" Filtro geotextil Concreto f'c=240 kg/cm² Concreto f'c=175 kg/cm²+25 % P.M. Concreto f'c=210 kg/cm² Concreto f'c=175 kg/cm² Relleno compactado con material propio seleccionado Concreto de 2da fase # Fe d=1/2" @ .25 Perfil actual del terreno Concreto poroso Est Fe d=1/2" @ .20 Fe d=1/2" @ .25 Válvula de compuerta d = 6" Baranda de tubos de F°G° d=1y1/2" Contacto con pintura bituminosa C° f'c=100 kg/cm², solado e=0.075 m C° f'c=100 kg/cm², solado e=0.10 m solado e=0.05 m Relleno compactado con material propio seleccionado Compuerta de guillotina 0.90x0.60 modelo 10-00, con mecanismo de izaje CPE 2, ARMCO o similar E:1/50 0.1 EN MS 2 EN PS I I 5 Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Eje planta 5 Water stop PVC de 6" Water stop PVC de 6" Eje de río Eje de canal Water stop PVC de 6" Water stop PVC de 6" con material de lecho de río Defensa con gaviones Tuberia de ventilacion d=4" Dique de defenza conformada Defensa rústica Toma rústica existente Camino de vigilancia Puente carrozable Conducto cubierto Canal proyectado Canal existente Bocal de captación Dique de protección material propio seleccionado Compuerta de regulación Bordo de canal Canal sin revestir con especies resistentes Area vegetada natural a la erosión fluvial Area forestada Lecho de río Orilla de rio Playa de río Terreno eriazo Terreno de cultivo Water stop PVC de 6" D D 5 Water stop PVC de 6" Water stop PVC de 6" Tubería de asbesto cemento d=150 mm. Filtro de grava Tubería PVC-U d = 6" 0,000.000 Junta de construccion Transicion de entrada Relleno con afirmado Ranura para stop logs Transicion de salida Water stop PVC de 9" CT=873.60 Km 0+000 de A° de 0.60 x 0.30 m. CR=872.50 Rejilla de protección 0,000.000 0,000.000 Ranura para stop logs Tuberia de ventilacion d=4" Water stop PVC de 6" de lecho de rio seleccionado Relleno compactado con material Mamposteria de piedra e=0.30 m. asentada en concreto f'c=175 kg/cm², con emboquillado @ 0.30 m. entre ejes Rieles de acero de 60 lb/yd de mortero C-A, mezcla 1:3 Tubos de drenaje d=3" Ver detalle A angulada, dmin=0.60 m. Enrocado con piedra Escala: 1/Ind. CORTE 1-1 Eje corte Water stop PVC de 6" Filtro geotextil Concreto f'c=240 kg/cm² Concreto f'c=175 kg/cm²+25 % P.M. Concreto f'c=210 kg/cm² Concreto f'c=175 kg/cm² Relleno compactado con material propio seleccionado Concreto de 2da fase # Fe d=1/2" @ .25 Perfil actual del terreno Concreto poroso Est Fe d=1/2" @ .20 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=1/2" @ .25 5+231.66 5+261.14 5+271.14 5+221.66 Fe d=1/2" @ .40 Fe d=1/2" @ .40 Fe d=1/2" @ .40 Fe d=1/2" @ .40 C° f'c=100 kg/cm², solado e=0.05 m C° f'c=100 kg/cm², solado e=0.05 m C° f'c=100 kg/cm², solado e=0.05 m C° f'c=100 kg/cm², solado e=0.05 m C° f'c=100 kg/cm², Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² Concreto f'c=210 kg/cm² LC LC Relleno compactado con material propio seleccionado Relleno compactado con material propio seleccionado Relleno compactado con material propio seleccionado 5 5 5 5 5 40 41 42 40 Z=1:1.5 Z=1:1.5 Z=1:1.5 Area:3.28334392 Area:2.82289143 Area:57.07348355 Area:58.85863647 Area:129.07984273 Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" 5 Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" 2+552.94 Water stop PVC de 6" Water stop PVC de 6" 5+611.37 5+621.37 5+631.02 Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" 5 5 5 5 5 5 5 5 5 5 Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" Fe d=1/2" @ .25 Fe d=1/2" @ .40 Fe d=1/2" @ .40 Fe d=1/2" @ .25 Fe d=1/2" @ .25 4 Fe d=1/2" Est Fe d=1/4" @ .20 C° f'c=100 kg/cm², solado e=0.05 m Concreto f'c=210 kg/cm² Area:1.16 5 Pista asfaltada 5 5 5 Area:9.00 8+255.04 59 41 42 40 41 41 40 40 42 41 40 39 41 40 39 39 38 39 39 39 38 38 39 39 39 38 39 38 39 38 39 39 38 38 39 7+509.09 7+502.86 TOMA CAVA B 38 38 37 38 37 37 37 36 38 37 36 38 36 37 38 36 37 42 42 41 42 42 41 42 Fe d=1/2" @ .25 Fe d=3/8" @ .25 Fe d=3/8" @ .25 Fe d=3/8" @ .25 n = 0.019 57.108 53.70 0+467.17 54.20 49.218 5 Fe d=1/2" @ .25 El revestimiento con enrocado se acondicionará a a la forma de sección existente 4 4 Estructuras a demoler 6 Camino de servicio 5 Ver detalle de rejilla 1.00 x 6.00 m Canal en tierra 2+552.94 49.218 52.00 Det. D Det. A Det. B Det. C Det. E 49.50 Canal Trapezoidal B B B B 39.519 5+611.37 Water stop PVC de 6" 3 3 4 Estructura a demoler CORTE 1-1 Ver detalle de rejilla 1.00 x 6.00 m Det. D Det. A Det. B Det. C Det. E 1 3 41.511 ESC. 1/50 CORTE 2-2 (ESTRUCTURAS) ESC. 1/50 Perfil de terreno existente ESC. 1/50 ESC. 1/50 CORTE 4-4 (ESTRUCTURAS) ESC. 1/50 CORTE 3-3 (ESTRUCTURAS) ESC. 1/50 Concreto f'c=100 kg/cm² 5 0.5:1 1:1 solado e=0.05 m 5 Re Re: 0.5:1 5 Re Relleno compactado con material seleccionado Re: Concreto f'c=100 kg/cm² solado e=0.05 m Perfil de terreno existente Esc: 1/50 Esc: 1/50 CORTE 4-4 (ESTRUCTURAS) Esc: 1/50 Relleno compactado con material seleccionado 0.5:1 Re: Re 5 1:1 solado e=0.05 m 49.50 PLANTA Esc: 1/100 Esc: 1/100 ESC: 1/50 ESC: 1/50 solado e=0.05 m Perfil de terreno existente CORTE 3-3 (ESTRUCTURA) ESC: 1/50 CORTE 4-4 (ESTRUCTURA) ESC: 1/50 PLANTA ESC: 1/150 ESC: 1/150 CORTE 2-2 (ESTRUCTURAS) ESC: 1/50 ESC: 1/50 ESC: 1/50 solado e=0.05 m Relleno compactado con material seleccionado 0.5:1 Re Re: Re 0.5:1 CORTE 3-3 (ESTRUCTURAS) ESC: 1/50 Perfil de terreno existente ESC: 1/50 CORTE 4-4 (ESTRUCTURAS) ESC: 1/50 ESC: 1/50 ESC: 1/50 ESC: 1/50 Perfil de terreno existente ESC: 1/50 ESC: 1/50 ESC: 1/50 ESC: 1/50 CORTE 1-1 (ESTRUCTURAS) ESC: 1/50 CORTE 4-4 (ESTRUCTURAS) ESC: 1/50 CORTE 2-2 (ESTRUCTURAS) ESC: 1/50 0.5:1 Re 5 CD° solado e=0.05 m 5 1:1 0.5:1 Re 0.5:1 Re ESC: 1/50 ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 EN A1 ESCALA: 1/50 EN A1 ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 3 5 5 5 5 5 5 5 5 5 5 5 5 5 Afirmado e=0.20 36.239 7+825.16 7+901.41 Junta de dilatación 36.237 Junta de dilatación q Junta de dilatación Junta de dilatación Q 5 canal en tierra \W0.8;\T0.9;enrocado con concreto f'c= 175Kg/cm Dp=0.20 e=0.25m Afirmado e=0.20 5 5 5 5 5 5 5 canal en tierra 1:1 1:1 Relleno Compactado c/ Ret prestamo concreto f'c=210kg/cm² c/ Ret prestamo Enrocado c/concreto c/ Ret prestamo q 5 canal en tierra \W0.8;\T0.9;enrocado con concreto f'c= 175Kg/cm Dp=0.20 e=0.25m 5 Q Junta con water stop Junta de dilatación 5 5 5 5 Afirmado e=0.20 5 Fe d=1/2" @ .25 CORTE 2-2 (ESTRUCTURAS) ESC: 1/50 38.037 36.037 5 5 5 5 5 5 5 5 5 5 5 Fe d=1/2" @ .25 Fe d=1/2" @ .25 Fe d=3/8" @ .25 5 CORTE 4-4 Fe d=3/8" @ .25 ESC: 1/50 CORTE 1-1 (ESTRUCTURAS) ESC: 1/50 CORTE 4-4 (ESTRUCTURAS) ESC: 1/50 5 5 Afirmado e=0.20 5 5 5 5 5 5 canal en tierra 1:1 1:1 Relleno Compactado c/ Ret prestamo concreto f'c=210kg/cm² c/ Ret prestamo Enrocado c/concreto c/ Ret prestamo 0,000.000 - 5 Junta de dilatación Junta con water stop 0+376.04 0+376.036 Water stop PVC de 6" Water stop PVC de 6" 60° TERRENO DE CULTIVO CORTE 1-1 ESCALA: 1/150 0+483.92 5 Inicio tramo canal en tierra 46.70 5 5 5 2+575.19 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 5 5 5 3 3 5 5 47.20 47.172 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 265 600 N L1 L1 L2 L3 L4 L5 L6 L7 L8 L2 L3 L4 L5 L6 L7 5 2.9500 R1: 90º 2 a1: R2: 34º6'37" a2: R3: 53.05 a3: R4: 33.05 a4: R1: 36.95 a1: R1: 3 a1: 2m 5 20.2500 0.4782 5.6528 23.5791 97.1908 3.8979 46.95 5 47º35'41" 30º14'08" 5 L8 6.00 5 30º11'40" 5 40º20'39" 5 5 5 5 5 CORTE 2-2 (ESTRUCTURAS) ESCALA: 1/50 CORTE 4-4 ESCALA: 1/50 CORTE 3-3 (ESTRUCTURAS) ESCALA: 1/50 CORTE 4-4 (ESTRUCTURAS) ESCALA: 1/50 ESC. 1/100 Perfil de terreno existente 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 5 5 5 5 5 5 5 Relleno compactado con material seleccionado Re: Fe d=1/2" @ .25 CORTE 2-2 (ESTRUCTURAS) Esc: 1/50 ESC. 1/50 ESC. 1/50 CORTE 3-3 (ESTRUCTURAS) CORTE 4-4 (ESTRUCTURAS) ESC. 1/50 ESC. 1/50 Relleno compactado con material seleccionado 0.5:1 5 Re 0.5:1 5 Re Q 2 2 3 3 4 4 1 1 5 5 5 5 5 5 5 5 5 4 4 3 2 2 1 1 CORTE 1-1 (ESTRUCTURAS) ESC: 1/150 Water stop PVC de 6" 59 59 58 57 56 55 55 56 57 58 58 59 1 1 2 2 46.70 49.200 49.207 49.208 47.172 2+558.94 2+562.73 2+560.00 2+567.69 2+581.19 2+580.00 47.172 49.207 49.207 49.205 Canal trapezoide sección tipo I Junta con elastomérica Estructura a demoler ESC: 1/50 5 a a: R: Lc: 1.00 1.19 68.40° 1 1 3 3 2 2 4 4 a a: R: Lc: 4.00 2.53 23.29° 5 5 5 5 5 5 a 5 5 5 a: R: Lc: 1.00 1.57 90.00° 5 5 5 a: R: Lc: 1.00 1.03 59.12° a Water stop PVC de 6" Water stop PVC de 6" Water stop PVC de 6" 6+860.07 6+851.79 6+845.14 6+855.79 6+848.14 1 1 4 4 3 3 2 2 5 Det. C 5 5 5 5 5 1:1 5 5 5 5 Junta con water stop 6" a a: R: Lc: 2.00 3.14 90.00° 5 5 5 5 5 5 a: R: Lc: 4.00 3.94 56.48° a Junta con water stop Junta con sellado elastomérico 36.659 A A 1 1 2 2 5 Re Fe d 3/8" @ 0.2 Fe d 3/8"@0.2 36.659 37.009 39.011 37.014 fe d 3/8 @ 0.2 37.001 36.811 37.009 37.011 37.014 38.811 Junta con water stop 5 5 Eje del Canal Geotextil NT. 5 54.20 Perfil del terreno 37.416 37.616 40.416 37.622 37.627 7+1330.86 7+126.06 7+136.86 7+180.86 7+127.06 7+124.06 37.416 37.616 37.622 37.627 S:0.00108 S:0.00106 36.682 39.622 40.416 37.616 37.616 40.416 Junta con water stop 6" 38 39 39 39 Compuertas S:0.0012 38.036 38.040 40.084 38.049 38.045 S:0.0012 6+581.99 40.84 38.040 CORTE 2-2 (ESTRUCTURAS) ESC: 1/50 40.84 38.040 38.040 X1 X2 X4 X5 Y2 Y3 Y4 Y5 X3 Y1 .161 .301 .490 .671 .079 1.123 1.522 1.919 2.218 .793 X Y 49.20 49.20 52.00 51.007 51.007 Water stop PVC de 6" Water stop PVC de 6" 36.235 7+899.86 7+897.61 Q 36.239 7+895.18 36.237 7+897.58 36.235 7+895.53 S=0.001 36.237 36.635 Junta elastomérica S=0.00127 Water stop PVC de 6" 5 5 39.532 39.519 39.511 5+627.37 39.506 S=0.0012 39.511 39.506 39.532 39.511 39.506 42.306 5+621.37 5+627.37 5+631.02 VAR. VAR. 5 5 5 Fe d=1/2" @ .20 5 Malla Fe d1/2 @ 0.20 CORTE 5-5 ESC. 1/50 3.00 S=0.019 5 DETALLE DE STOP LOG Esc: 1/25 Esc: 1/10 Esc: 1/25 5 DETALLE DE STOP LOG Esc: 1/25 Esc: 1/10 Esc: 1/25 Ver detalle de Stop logs 41.311 Nivel de relleno 5 5 Ver detalle de Stop logs Ver detalle de Stop Logs Ver detalle de stop Logs Ver detalle de stop log 49.50 471.30 5 Compuerta tipo ARMCO 0.80x0.80m 5 0+393.13 PC = 0+777.23 PT = 0+784.48 5 5 5 5 PROGRESIVA DE PARTIDA: 0+393.13 0+500 ECUACION DE EM PALME: 0+490.11=0+500 0+500 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0+393.13 Progresiva de inicio PROYECTADO, NO SERÁ EJECUTADO EXISTENTE 5 17.00 Tramo a mejorar con Tramo enrocado Rip Rap enrocado Existente 5 54.274 54.337 S=0.27% 1.5 1 5 1.5:1 1.5:1 0+393.13 PC = 0+777.23 PT = 0+784.48 5 5 5 5 PROGRESIVA DE PARTIDA: 0+393.13 0+500 ECUACION DE EM PALME: 0+490.11=0+500 0+500 \A1;8.00 1 0,5 VAR. 5 5 5 5 C° f'c= 210 Kg/cm² Concreto armado 1 0,5 Re 5 5 CORTE TÍPICO Escala: 1/50 5 5 5 Solado de concreto, f'c=100 Kg/cm², e=0.05 m. VAR. (ESTRUCTURAL) Escala: 1/50 Fe d=1/2" @ .24 Fe d=3/8" @ .30 Fe d=3/8" @ .30 Fe d=1/2" @ .24 Fe d=3/8" @ .30 Fe d=1/2" @ .24 5 5 5 5 5 9.00 5 5 5 5 5 5 5 5 9.00 5 5 5 ELASTOMERICO DE POLIURETANO DE 1"x1/2" TECKNOPOR CONCRETO f`c=210 kg/cm2 DETALLE DE JUNTA WATER STOP 9"/cada 9 m. ESCALA: 1/5 e = 0.20 m. WATER STOP 9" \A1;R,02 \W0.7;1/2" 1" \A1;R,02 MATERIAL AISLANTE (Rodon de espuma de Polyolefina D=1 1/4") PAÑOS DE ALCANTARILLA COLOCHE Escala: 1/30 PAÑOS DE ALCANTARILLA COLOCHE (ARMADURA) Escala: 1/30 Fe d=1/2" @ .24 Fe d=3/8" @ .30 Fe d=3/8" @ .30 Fe d=1/2" @ .24 Fe d=1/2" @ .24 Fe d=3/8" @ .30 Solado de concreto, f'c=100 Kg/cm², e=0.05 m. C° f'c= 210 Kg/cm² Concreto armado A A CORTE TÍPICO 5 P1 P2 P3 P4 P5 P6 P7 5 5 5 5 PC=0+002.95 PT=0+006.09 PC=0+026.72 PT=0+054.67 PC=0+055.15 PT=0+099.22 PC=0+104.87 PT=0+122.31 PC=0+143.94 PC=0+147.82 PC=0+244.23 PT=0+263.71 PC=0+266.62 PT=0+268.63 PE=0+274.73 PLANTA ESC. 1/500 50.00 49.00 48.00 47.00 47.00 48.00 49.00 50.00 49.00 48.00 50.00 48.00 49.00 50.00 50.00 51.00 50.00 51.00 50.00 637 200 E 637 000 Junta Water Stop 9" Junta Water Stop 9" 48 0+000 0+040 0+080 0+120 0+160 0+200 0+240 48.92 48.00 50.00 50.00 49.91 50.00 50.00 50.00 49.75 49.76 50.00 49.75 49.85 49.00 49.00 47 49 50 51 48 47 49 50 51 Camino de servicio Camino de servicio COTA DE TERRENO COTA DE RASANTE PROGRESIVA PENDIENTE 48.92 48.912 48.909 48.906 48.903 48.900 48.897 48.895 48.892 48.889 48.885 48.883 48.879 48.876 48.875 0+020 0+060 0+100 0+140 0+180 0+220 0+260 0+270.7 S=0,0015 S=0.0015 S=0.0015 S=0.0015 PERFIL LONGITUDINAL ESC. HORIZONTAL 1:600 ESC. VERTICAL 1:60 1.00 1.00 Tapa de inspección Tapa de inspección Tapa de inspección Tapa de inspección \A1;6.95 \A1;6.95 5 5 5 DETALLE TAPA c/60m Escala: 1/50 5 5 Fe d=3/8" @ .15 5 5 de C° f'c= 210 Kg/cm², colocar Tapa pre fabricada de 0.60x0.60x0.12 dos asas con Fe d3/8" Topografía : Escala: Dibujo Fecha: Distrito: Aprobación: Diseño : Departamento: Revisión: Provincia: MODIFICACION DESCRIPCION A ITEM B FECHA C APROBACION REVISADO FECHA FIRMA/OFICIO APROBACION CONCRETO Estructura de las alcantarillas: (con espesor de revestimiento indicado en cada detalle). Concreto f'c=210 kg/cm² Cemento Portland Tipo I Solado: f'c=100 kg/cm² e = 0.05m El acabado de la superficie de concreto será tipo F4, según especificaciones técnicas, en las formas que lleven encofrado. El curado se llevará a cabo con aditivo, el cual se aplicará con un equipo pulverizador. La aplicación se llevará a cabo inmediatamente después que el agua superficial haya desaparecido, teniendo cuidado de lograr una pelicula de protección contínua y consistente. Contacto con agua = 5 cm Contacto con terreno = 4 cm 1.98 kg/cm² la cual será verificada por el Ejecutor en obra, en caso de considerarlo necesario. Los sellos de las juntas serán de elastomérico de poliuretano y con water stop de 9", tal como se indican en el detalle de juntas. RESISTENCIA DEL TERRENO JUNTAS RECUBRIMIENTOS MINIMOS Antes de iniciar los trabajos de movimiento de tierras para el trazo de las obras de arte se deberá llevar a cabo el levantamiento topográfico de la zona del eje del canal cuyo plano deberá ser aprobado por el Supervisor. El material de relleno será colocado en capas horizontales de espesor compactado no mayor de 0.20m La compactación se realizará cuando el material presente la humedad adecuada hasta alcanzar una densidad no menor de 95% de la densidad máxima obtenida por el método Proctor Modificado. MOVIMIENTO DE TIERRAS ESPECIFICACIONES TECNICAS NOTA: 1) LAS ESPECIFICACIONES TÉCNICAS CORRESPONDIENTES A ESTE PLANO SON LAS MISMAS QUE LAS ESPECIFICACIONES DE LAS TOMAS VER PLANO DE TOMA TOTORAL - COLOCHE N° 24/46 CANAL LATERAL COLOCHE 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 Alcantarilla 0+000.00 0+274.73 1.00 1.00 0.80 0.00 0.20 0.25 0.79 0.286 0.0015 0.015 0.25 0.17 0.50 0.55 S \LCUADRO DE ELEMENTOS DE CURVA PUNTO DIST.ACUM. ANGULO RADIO TANGENTE LONG.CURV. EXTERNA CUERDA FLECHA PC PT PI m. G M S m. m. m. m. m. m. m. m. m. PI-0 0+000.00 0+000.00 PI-1 4.95 90 0.00 0.00 2.00 2.00 3.14 0.83 2.83 0.59 0+002.95 0+006.09 0+004.95 PI-2 41.98 34 06 37.00 46.95 14.40 27.95 2.16 27.54 2.06 0+026.72 0+054.67 0+041.12 PI-3 80.26 47 35 41.00 53.05 23.40 44.07 4.93 42.81 4.51 0+055.15 0+099.22 0+078.54 PI-4 118.24 30 14 08.00 33.05 8.93 17.44 1.18 17.24 1.14 0+104.87 0+122.31 0+113.80 PI-5 150.74 11 06 58.00 20.00 1.95 3.88 0.09 3.87 0.09 0+143.94 0+147.82 0+145.89 PI-6 259.07 30 11 40.00 36.95 9.97 19.47 1.32 19.25 1.28 0+244.23 0+263.71 0+254.20 PI-7 273.05 40 20 39.00 3.00 1.10 2.11 0.20 2.07 0.18 0+266.62 0+268.73 0+267.72 PI-8 280.15 00 00 00.00 30.00 0.00 0.00 0.00 0.00 0+274.73 0+274.73 0+274.73 0.00 Linea de Bordo Perfil de Rasante Perfil del Terreno 2) A LA ALCANTARILLA SE LE COLOCARAN TAPAS DE INSPECCION DE 1.00X0.30 e=0.10m, DE CONCRETO f'c= 210kg/cm2, CADA 60m DE DISTANCIA

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, Peg, Pegl, Pegr, 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, Carriageway, 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 dewatering on another channel, Fast falls, Power dissipators, measurement, Parshall with limnimeter, Tipping 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 Blossom, 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 the 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 Blossom, 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, section, section, on land, on land, on land, on land, Ground channel, Will not be executed, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi elev, Pavia, Pvi

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Wood, Other
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	autocad, details, DWG, kläranlage, plan, plano, sewer, treatment plant

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