Retaining Walls, Steel Reinforced DWG Detail for AutoCAD

Retaining Walls, Steel Reinforced DWG Detail for AutoCAD

Detail of retaining walls, reinforcing steel, flat walls.

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

iirsa, north, ministry of transport communications, mtc, transverse discharge, shoe, geotextile, filling with filter material, wall section, soles area, perforated drain pipe, kind, total pieces, unitary, total, cloth length, steel castings, long, weight, abstract steel cloth, total, waste, total steel, reinforcing steel, waterproof material, var., area, soles area, wall section, perforated drain pipe, filling with filter material, geotextile, waterproof material, reinforcing steel, var., geotextile, filling with filter material, wall section, sole, drainpipe, waterproof material, wall section, var., c.c: var., c.f: var., Perforated, var., filling with filter material, sole, waterproof material, var., c.c: var., c.f: var., filling with filter material, sole, waterproof material, var., c.c: var., c.f: var., filling with filter material, sole, waterproof material, var., c.c: var., c.f: var., filling with filter material, sole, waterproof material, var., c.c: var., c.f: var., filling with filter material, sole, waterproof material, var., c.c: var., c.f: var., filling with filter material, sole, waterproof material, var., c.c: var., c.f: var., filling with filter material, sole, waterproof material, var., c.c: var., c.f: var., filling with filter material, sole, waterproof material, var., c.c: var., c.f: var., geotextile, drainpipe, Perforated, var., geotextile, drainpipe, Perforated, var., geotextile, var., drainpipe, Perforated, geotextile, var., drainpipe, Perforated, geotextile, var., drainpipe, Perforated, geotextile, var., drainpipe, Perforated, geotextile, var., drainpipe, Perforated, geotextile, var., drainpipe, Perforated, current land., without drilling for the body of the wall, perforated for the heel of the wall, will be from pvc sap heavy class of diameter, material selected for filter, Technical specifications, diameter, tube, filter filler, nonwoven, geotextile mt, reinforced concrete, concrete for flooring, Technical specifications, reinforcing steel, shoe: cm, minimal coatings, screen: cm, translate: mt, track shaft, kind, total pieces, unitary, total, cloth length, steel castings, long, weight, abstract steel cloth, total, waste, total steel, rim, wall crown, flush line, Wall, wall start, end of wall, projected wall, culvert, mca km, progressive, quota, background, foundation, crown, presented:, design:, revised:, drawing:, approved, designer, code:, date:, scale:, description, date, river corral section burned, multimodal axis of the northern Amazon iirsa, engineering detail project, epp, rev., epp, rmll, December, geometric design cross-sections, modification of the layout of the sawmill variant, km stretch to the collapse sector, modification of, c., c., c., c., c., c., presented:, design:, revised:, drawing:, approved, designer, code:, date:, scale:, description, date, river corral section burned, multimodal axis of the northern Amazon iirsa, engineering detail project, epp, rev., epp, rmll, December, geometric design

Raw text data extracted from CAD file:

W S E N IIRSA IIRSA NORTE MInisterio de Transportes y Comunicaciones MTC \A1;3.00 \A1;.65 \A1;3.40 \A1;.65 \A1;4.50 \A1;.75 \A1;4.92 \A1;.75 \A1;2.00 \A1;.55 \A1;2.50 \A1;.60 \A1;2.40 \A1;.55 \A1;2.92 \A1;.60 \A1;(2 - 2.5) \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;.20 \A1;2.675 \A1;.30 \A1;.30 \A1;.20 \A1;2.675 \A1;1.80 \A1;.30 \A1;.40 \A1;.55 \A1;.10 \A1;1.95 \A1;.50 \A1;.65 \A1;.80 \A1;VAR. \A1;.30 \A1;4.85 \A1;3.90 \A1;.70 \A1;3.50 \A1;.70 \A1;6.00 \A1;.90 \A1;6.40 \A1;.90 \A1;7.00 \A1;.90 \A1;7.47 \A1;.90 \A1;3.00 \A1;.65 \A1;3.40 \A1;.65 \A1;(2.5 - 3.0) \A1;.30 \A1;.40 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.30 \A1;.20 \A1;3.35 \A1;2.15 \A1;.20 \A1;3.35 \A1;.30 \A1;.30 \A1;.60 \A1;.10 \A1;2.30 \A1;.60 \A1;.55 \A1;1.15 \A1;VAR. \A1;(2 - 2.5) \A1;(2.5 - 3.0) \A1;1.95 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.40 \A1;VAR. \A1;.30 \A1;.30 \A1;VAR. \A1;VAR. \A1;.30 \A1;VAR. \A1;.30 \A1;VAR. \A1;.30 \A1;VAR. \A1;.30 \A1;VAR. \A1;.30 \A1;VAR. \A1;.30 \A1;VAR. \A1;.30 \A1;VAR. \A1;.30 \A1;2.30 \A1;.40 \A1;VAR. \A1;2.55 \A1;.50 \A1;VAR. \A1;2.85 \A1;.50 \A1;VAR. \A1;3.00 \A1;.60 \A1;VAR. \A1;3.35 \A1;.50 \A1;VAR. \A1;3.70 \A1;.50 \A1;VAR. \A1;4.50 \A1;.50 \A1;VAR. \A1;5.20 \A1;.50 \A1;VAR. \A1;.90 \A1;.90 \A1;.80 \A1;.75 \A1;.70 \A1;.70 \A1;.65 \A1;.60 \A1;.55 \A1;.30 \A1;4.85 \A1;4.85 \A1;4.85 \A1;4.85 \A1;4.85 \A1;4.85 \A1;4.85 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;.45 \A1;0.40 \A1;.45 \A1;0.40 \A1;1.80 \A1;2.15 \A1;2.00 \A1;.30 \A1;.30 \A1;6.00 \A1;7.42 \A1;7.00 \A1;7.42 \A1;7.00 \A1;7.42 \A1;7.00 \A1;6.42 \A1;6.00 \A1;6.42 \A1;6.00 \A1;5.42 \A1;5.00 \A1;4.93 \A1;4.50 \A1;4.43 \A1;4.00 \A1;3.86 \A1;3.50 \A1;3.84 \A1;3.50 \A1;6.37 36°24'23" \A1;3.00 \A1;.65 \A1;3.40 \A1;.65 \A1;4.50 \A1;.75 \A1;4.92 \A1;.75 \A1;2.00 \A1;.55 \A1;2.50 \A1;.60 \A1;2.40 \A1;.55 \A1;2.92 \A1;.60 \A1;(2 - 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5.5) \A1;(6.0 - 6.5) \A1;(7.0 - 7.5) \A1;5.20 \A1;0.65 \A1;0.65 \A1;7.275 \A1;0.75 \A1;0.75 \A1;(4.0 - 4.5) \A1;.90 \A1;.10 \A1;VAR. \A1;VAR. \A1;VAR. \A1;(3.0 - 3.5) \A1;(3.5 - 4.0) \A1;(4.0 - 4.5) \A1;(4.5 - 5.0) \A1;(5.0 - 5.5) \A1;(6.0 - 6.5) \A1;(7.0 - 7.5) \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;4.85 \A1;4.85 \A1;4.85 \A1;4.85 \A1;9.85 \A1;9.85 \A1;990 \A1;9.90 \A1;9.85 \A1;9.85 \A1;9.90 \A1;9.90 \A1;4.85 \A1;4.85 \A1;4.85 \A1;4.85 \A1;9.85 \A1;9.85 \A1;9.90 \A1;9.90 \A1;9.85 \A1;9.85 \A1;9.90 \A1;9.90 \A1;9.85 \A1;9.85 \A1;9.90 \A1;9.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.60 \A1;0.60 \A1;0.65 \A1;0.65 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.50 \A1;0.75 \A1;0.75 \A1;0.65 \A1;0.60 \A1;0.55 \A1;0.55 \A1;0.75 \A1;0.75 \A1;0.65 \A1;0.60 \A1;0.55 \A1;0.55 \A1;0.50 \A1;2.40 \A1;2.70 \A1;3.20 \A1;3.55 \A1;4.35 \A1;5.05 \A1;2.85 \A1;(3.0 - 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4.5) \A1;(5.0 - 5.5) \A1;(6.0 - 6.5) \A1;(7.0 - 7.5) \A1;5.20 \A1;(3.0 - 3.5) \A1;(3.5 - 4.0) \A1;(4.5 - 5.0) \A1;.90 \A1;.10 \A1;VAR. \A1;VAR. \A1;VAR. \A1;(3.0 - 3.5) \A1;(3.5 - 4.0) \A1;(4.0 - 4.5) \A1;(4.5 - 5.0) \A1;(5.0 - 5.5) \A1;(6.0 - 6.5) \A1;(7.0 - 7.5) \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;9.85 \A1;9.85 \A1;990 \A1;9.90 \A1;4.85 \A1;4.85 \A1;4.85 \A1;4.85 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.55 \A1;0.55 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.55 \A1;0.60 \A1;0.55 \A1;2.70 \A1;3.20 \A1;0.55 \A1;0.55 \A1;0.60 \A1;0.60 \A1;.30 \A1;.40 \A1;.65 \A1;.10 \A1;VAR. \A1;.65 \A1;.60 \A1;1.30 \A1;2.55 \A1;.70 \A1;.10 \A1;2.85 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.50 \A1;3.70 \A1;4.50 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.65 \A1;.65 \A1;1.55 \A1;VAR. \A1;.70 \A1;.10 \A1;3.00 \A1;.70 \A1;.70 \A1;1.60 \A1;.30 \A1;.30 \A1;3.35 \A1;.75 \A1;.75 \A1;1.85 \A1;.75 \A1;.10 \A1;.80 \A1;.10 \A1;3.70 \A1;.80 \A1;.80 \A1;2.10 \A1;VAR. \A1;.30 \A1;.90 \A1;.90 \A1;2.70 \A1;.90 \A1;.10 \A1;4.50 \A1;VAR. \A1;.61 \A1;.41 \A1;.46 \A1;.66 \A1;.51 \A1;.71 \A1;.56 \A1;.76 \A1;.56 \A1;5.20 \A1;1.00 \A1;.90 \A1;3.30 \A1;.20 \A1;4.075 \A1;.30 \A1;.30 \A1;.20 \A1;4.075 \A1;2.70 \A1;.20 \A1;5.375 \A1;.30 \A1;.30 \A1;.20 \A1;5.375 \A1;3.20 \A1;0.50 \A1;0.50 \A1;.30 \A1;4.85 \A1;4.85 \A1;4.85 \A1;4.85 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;2.40 \A1;.30 \A1;.20 \A1;3.775 \A1;2.40 \A1;.20 \A1;3.775 \A1;4.85 \A1;4.85 \A1;4.90 \A1;4.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.55 \A1;0.55 \A1;2.85 \A1;.20 \A1;4.795 \A1;.30 \A1;.30 \A1;.20 \A1;4.795 \A1;2.85 \A1;0.65 \A1;0.65 \A1;4.85 \A1;4.85 \A1;4.90 \A1;4.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.65 \A1;0.65 \A1;0.65 \A1;0.65 \A1;3.55 \A1;.20 \A1;5.885 \A1;.30 \A1;.30 \A1;.20 \A1;5.885 \A1;3.55 \A1;6.985 \A1;0.75 \A1;0.75 \A1;4.85 \A1;4.85 \A1;4.90 \A1;4.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;4.35 \A1;.20 \A1;.30 \A1;.30 \A1;.20 \A1;6.985 \A1;4.35 \A1;4.85 \A1;4.85 \A1;4.90 \A1;4.90 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;5.05 \A1;.20 \A1;7.985 \A1;.30 \A1;.30 \A1;.20 \A1;7.985 \A1;5.05 DESCARGA TRANSVERSAL ZAPATA 5 5 5 5 784.674 784.674 784.674 784.674 5 5 784.674 784.674 5 5 784.674 784.674 5 5 5 5 784.674 784.674 784.674 784.674 5 5 2.92 5 784.674 784.674 784.674 784.674 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 SR GEOTEXTIL \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO SECCION MURO H=( 2.00 ) Ø 1/2" @ 0.20 D Ø 1/2" @ 0.20 C Ø 1/2" @ 0.20 A Ø 1/2" @ 0.20 B H Ø 1/2" @ 0.25 G Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 F Ø 1/2" @ 0.25 E Area Solado = 0.20 m2 \W6.57143; Tubo de desague \W6.50000; perforado D=4" 26 Ø 1/2" @ 0.20 de 3.175 m A 5 2.675 5 12 Ø 1/2" @ 0.20 de 5.25m B 26 Ø 1/2" @ 0.20 de 3.175 m C 5 5 2.675 12 Ø 1/2" @ 0.20 de 5.25m D 20 Ø 1/2" @ 0.25 de 1.80m E 1.80 8 Ø 1/2" @ 0.25 de 5.65m F 8 Ø 1/2" @ 0.25 de 5.65m G H 20 Ø 1/2" @ 0.25 de 2.60m C E D F A B 1/2" 1/2" 1/2" 1/2 " 1/2" G H 88.11 66.75 63.00 36.00 45.20 45.20 52.00 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 52.50 3.175 3.175 5.25 1.80 5.65 5.65 2.60 5.25 26 26 12 20 8 8 20 12 1/2 " 0.99 448.76 444.272 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 466.486 TOTAL ACERO 22.214 444.272 ACERO DE REFUERZO MATERIAL IMPERMEABLE A=0.12 (2 - 2.5) 5 5 5 5 5 5 5 5 VAR. 5 0.20 0.20 0.40 0.40 4.85 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 784.674 AREA = 2.44 m2 Area Solado = 0.23 m2 SR SECCION MURO H=2.50 Ø 1/2" @ 0.20 C D Ø 5/8" @ 0.20 A B Ø 1/2" @ 0.25 H Ø 1/2" @ 0.25 G Ø 1/2" @ 0.25 F Ø 1/2" @ 0.25 E \W6.57143; Tubo de desague \W6.50000; perforado D=4" \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL MATERIAL IMPERMEABLE A=0.12 (2.5 - 3.0) 5 5 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 26 Ø 5/8" @ 0.20 de 3.85 m A 14 Ø 1/2" @ 0.20 de 5.25m B 26 Ø 1/2" @ 0.20 de 3.85 m C 5 5 3.35 14 Ø 1/2" @ 0.20 de 5.25m D 20 Ø 1/2" @ 0.25 de 2.15m E 2.15 9 Ø 1/2" @ 0.25 de 5.75m F 9 Ø 1/2" @ 0.25 de 5.75m G H 20 Ø 1/2" @ 0.25 de 3.05m ACERO DE REFUERZO 5 5 5 5 2.50 - 300 2.00 - 2.50 5 3.35 5 5 5 5 5 5 5 5 VAR. (2 - 2.5) (2.5 - 3.0) 5 2% 5 GEOTEXTIL \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO SECCION MURO H=( 2.00 ) Solado e:0.10 m \W9.22595; Tubo de desague MATERIAL IMPERMEABLE 5 5 SR SECCION MURO H=2.50 5 3.00 - 3.50 3.50 - 4.00 4.50 - 500 5 5 5 5 5 5 2.50 - 300 2.00 - 2.50 1 10 5.00 - 5.50 6.00 - 6.50 5 5 5 5 5 4.00 - 4.50 5 5 7.00 - 7.50 VAR. 5 C.C: VAR. C.F: VAR. \W8.10825; \W8.01546; Perforado D=4" C R 5 VAR. \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO Solado e:0.10 m MATERIAL IMPERMEABLE VAR. 5 C.C: VAR. C.F: VAR. \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO Solado e:0.10 m MATERIAL IMPERMEABLE VAR. 5 C.C: VAR. C.F: VAR. \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO Solado e:0.10 m MATERIAL IMPERMEABLE VAR. 5 C.C: VAR. C.F: VAR. \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO Solado e:0.10 m MATERIAL IMPERMEABLE VAR. 5 C.C: VAR. C.F: VAR. \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO Solado e:0.10 m MATERIAL IMPERMEABLE VAR. 5 C.C: VAR. C.F: VAR. \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO Solado e:0.10 m MATERIAL IMPERMEABLE VAR. 5 C.C: VAR. C.F: VAR. \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO Solado e:0.10 m MATERIAL IMPERMEABLE VAR. 5 C.C: VAR. C.F: VAR. \W9.26740; RELLENO CON \W9.27126; MATERIAL DE FILTRO Solado e:0.10 m MATERIAL IMPERMEABLE VAR. 5 C.C: VAR. C.F: VAR. 5 5 GEOTEXTIL \W9.22595; Tubo de desague \W8.10825; \W8.01546; Perforado D=4" C R VAR. 5 5 GEOTEXTIL \W9.22595; Tubo de desague \W8.10825; \W8.01546; Perforado D=4" VAR. 5 5 GEOTEXTIL VAR. \W9.22595; Tubo de desague \W8.10825; \W8.01546; Perforado D=4" 5 5 GEOTEXTIL VAR. \W9.22595; Tubo de desague \W8.10825; \W8.01546; Perforado D=4" 5 5 GEOTEXTIL VAR. \W9.22595; Tubo de desague \W8.10825; \W8.01546; Perforado D=4" 5 5 GEOTEXTIL VAR. \W9.22595; Tubo de desague \W8.10825; \W8.01546; Perforado D=4" 5 5 GEOTEXTIL VAR. \W9.22595; Tubo de desague \W8.10825; \W8.01546; Perforado D=4" 5 5 GEOTEXTIL VAR. \W9.22595; Tubo de desague \W8.10825; \W8.01546; Perforado D=4" 2% 2% 2% 2% 2% 2% 2% 2% C R C R C R C R C R C R C R TERRENO ACTUAL. TERRENO ACTUAL. TERRENO ACTUAL. TERRENO ACTUAL. TERRENO ACTUAL. TERRENO ACTUAL. TERRENO ACTUAL. TERRENO ACTUAL. TERRENO ACTUAL. 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 5 5 5 5 5 5 5 5 5 sin perforar para el cuerpo del muro de 3" perforado para el talon del muro Seran de PVC SAP Clase 10, pesado de 4" de diametro Material seleccionado para filtro f'c=210 kg/cm² ESPECIFICACIONES TECNICAS de diámetro TUBO RELLENO DE FILTRO No tejido GEOTEXTIL MT 270 CONCRETO ARMADO 1.- 2.- f'c=100 kg/cm² CONCRETO PARA SOLADO f'y=4200 kg/cm² ESPECIFICACIONES TECNICAS ACERO DE REFUERZO 1.- 2.- Zapata: 7.5 cm RECUBRIMIENTOS MINIMOS Pantalla: 5.0 cm 3.- TRANSLAPES: 0.60 mt 5 EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA 770 4.85 4.85 4.85 4.85 4.85 4.85 4.85 0.20 0.20 0.20 0.20 0.20 0.20 0.40 0.40 5 0.40 5 0.40 1.80 2.15 C E D F A B 5/8" 1/2" 1/2" 1/2 " 1/2" G H 123.75 93.750 78.750 43.000 51.750 51.750 61.000 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 63.000 3.85 3.85 5.25 2.15 5.75 5.75 3.05 5.25 26 26 14 20 9 9 20 14 1/2 " 0.99 433.00 428.670 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 651.507 TOTAL ACERO 31.024 620.483 BORDE RASANTE 766.651 CORONA DE MURO LINEA DE RASANTE 2.00 5 5 MURO INICIO DE MURO PK 273+725 FINAL DE MURO PK 273+780 MURO PROYECTADO ALCANTARILLA PROYECTADA MCA 1*1 KM 273+730 5/8 " 1.55 123.75 191.813 762 764 766 768 770 760 758 756 754 PROGRESIVA COTA COTA 273+725 892.686 889.195 FONDO CIMIENTO CORONA 273+730 892.295 889.195 273+735 891.905 888.255 273+740 891.514 887.864 273+745 891.124 887.474 273+750 890.733 886.533 273+755 890.343 886.143 273+760 889.950 885.752 273+765 889.560 885.362 273+770 889.171 884.971 273+775 888.774 884.471 273+780 888.374 883.574 888.255 887.864 887.474 886.533 886.143 885.752 885.362 884.971 884.471 883.574 5 PRESENTÓ: DISEÑÓ: REVISÓ: DIBUJÓ: APROBÓ : PROYECTISTA : CÓDIGO: FECHA: ESCALA: DESCRIPCIÓN R E V I S I O N E S N° FECHA 1/200 TRAMO 3: RIOJA - CORRAL QUEMADO EJE MULTIMODAL DEL AMAZONAS NORTE - IIRSA PROYECTO DE INGENIERIA DE DETALLE EPP EPP REV. EPP RMLL DICIEMBRE 2010 DISEÑO GEOMÉTRICO - SECCIONES TRANSVERSALES MODIFICACIÓN DEL TRAZO DE LA VARIANTE ASERRADERO TRAMO Km. 273+400 AL 275+082 - SECTOR DERRUMBE 1 Km.273+400.00 AL Km.273+410.00 DG-MTVA-ST-01 0 10/12/2010 MODIFICACION DEL TRAZO_Km. 273+400 - 275+075 C L C L 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 C L C L 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 764.00 764.00 762.00 762.00 760.00 760.00 758.00 758.00 273+720.000 C.T.=763.214 C.R. =766.335 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 762.00 762.00 760.00 760.00 758.00 758.00 756.00 756.00 273+725.000 C.T.=762.463 C.R. =765.992 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 273+730.000 AT C.T.=761.807 C.R. =765.649 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 273+730.000 AD C.T.=761.807 C.R. =765.649 273+735.000 AT C.T.=761.347 C.R. =765.306 273+735.000 AD C.T.=761.347 C.R. =765.306 PRESENTÓ: DISEÑÓ: REVISÓ: DIBUJÓ: APROBÓ : PROYECTISTA : CÓDIGO: FECHA: ESCALA: DESCRIPCIÓN R E V I S I O N E S N° FECHA 1/200 TRAMO 3: RIOJA - CORRAL QUEMADO EJE MULTIMODAL DEL AMAZONAS NORTE - IIRSA PROYECTO DE INGENIERIA DE DETALLE EPP EPP REV. EPP RMLL DICIEMBRE 2010 DISEÑO GEOMÉTRICO - SECCIONES TRANSVERSALES MODIFICACIÓN DEL TRAZO DE LA VARIANTE ASERRADERO TRAMO Km. 273+400 AL 275+082 - SECTOR DERRUMBE 1 Km.273+400.00 AL Km.273+410.00 DG-MTVA-ST-01 0 10/12/2010 MODIFICACION DEL TRAZO_Km. 273+400 - 275+075 C L C L 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 C L C L 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 764.00 764.00 762.00 762.00 760.00 760.00 758.00 758.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 762.00 762.00 760.00 760.00 758.00 758.00 756.00 756.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 273+740.000 AT C.T.=761.222 C.R. =764.963 273+740.000 AD C.T.=761.222 C.R. =764.963 273+745.000 AT C.T.=761.297 C.R. =764.620 273+745.000 AD C.T.=761.297 C.R. =764.620 754.00 752.00 750.00 754.00 752.00 750.00 748.00 746.00 748.00 746.00 748.00 746.00 748.00 746.00 756.00 754.00 752.00 750.00 756.00 754.00 752.00 750.00 273+750.000 AT C.T.=761.213 C.R. =764.277 273+750.000 AD C.T.=761.213 C.R. =764.277 PRESENTÓ: DISEÑÓ: REVISÓ: DIBUJÓ: APROBÓ : PROYECTISTA : CÓDIGO: FECHA: ESCALA: DESCRIPCIÓN R E V I S I O N E S N° FECHA 1/200 TRAMO 3: RIOJA - CORRAL QUEMADO EJE MULTIMODAL DEL AMAZONAS NORTE - IIRSA PROYECTO DE INGENIERIA DE DETALLE EPP EPP REV. EPP RMLL DICIEMBRE 2010 DISEÑO GEOMÉTRICO - SECCIONES TRANSVERSALES MODIFICACIÓN DEL TRAZO DE LA VARIANTE ASERRADERO TRAMO Km. 273+400 AL 275+082 - SECTOR DERRUMBE 1 Km.273+400.00 AL Km.273+410.00 DG-MTVA-ST-01 0 10/12/2010 MODIFICACION DEL TRAZO_Km. 273+400 - 275+075 C L C L 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 C L C L 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 273+755.000 AD C.T.=761.419 C.R. =763.934 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 273+760.000 AT C.T.=761.744 C.R. =763.591 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 774.00 774.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 774.00 774.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 273+755.000 AT C.T.=761.419 C.R. =763.934 273+765.000 AT C.T.=761.727 C.R. =763.248 273+765.000 AD C.T.=761.727 C.R. =763.248 762.00 764.00 766.00 768.00 770.00 772.00 760.00 758.00 756.00 754.00 752.00 750.00 762.00 764.00 766.00 768.00 770.00 772.00 760.00 758.00 756.00 754.00 752.00 750.00 273+760.000 AD C.T.=761.744 C.R. =763.591 PRESENTÓ: DISEÑÓ: REVISÓ: DIBUJÓ: APROBÓ : PROYECTISTA : CÓDIGO: FECHA: ESCALA: DESCRIPCIÓN R E V I S I O N E S N° FECHA 1/200 TRAMO 3: RIOJA - CORRAL QUEMADO EJE MULTIMODAL DEL AMAZONAS NORTE - IIRSA PROYECTO DE INGENIERIA DE DETALLE EPP EPP REV. EPP RMLL DICIEMBRE 2010 DISEÑO GEOMÉTRICO - SECCIONES TRANSVERSALES MODIFICACIÓN DEL TRAZO DE LA VARIANTE ASERRADERO TRAMO Km. 273+400 AL 275+082 - SECTOR DERRUMBE 1 Km.273+400.00 AL Km.273+410.00 DG-MTVA-ST-01 0 10/12/2010 MODIFICACION DEL TRAZO_Km. 273+400 - 275+075 C L C L 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 C L C L 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 2 2 4 4 6 6 8 8 10 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 26 26 28 28 30 30 32 32 34 34 36 36 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 774.00 774.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 750.00 750.00 762.00 762.00 764.00 764.00 766.00 766.00 768.00 768.00 770.00 770.00 772.00 772.00 774.00 774.00 760.00 760.00 758.00 758.00 756.00 756.00 754.00 754.00 752.00 752.00 273+770.000 AT C.T.=761.683 C.R. =762.905 273+770.000 AD C.T.=761.683 C.R. =762.905 273+775.000 AT C.T.=761.492 C.R. =762.562 273+775.000 AD C.T.=761.492 C.R. =762.562 273+780.000 C.T.=761.307 C.R. =762.219 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 766.651 766.286 765.869 765.453 765.035 764.620 764.202 763.778 763.350 762.915 762.550 762.208 DETALLE 01 759.386 757.969 757.552 757.135 757.718 757.301 757.978 758.215 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 \A1;1 \A1;2 759.386 759.386 757.969 757.969 757.552 757.552 757.135 757.135 757.718 757.718 757.301 757.301 757.978 757.978 758.100 758.100 758.215 758.215 758.350 758.350 758.007 758.007 766.286 766.286 765.869 765.869 765.453 765.453 765.035 765.035 764.620 764.620 764.202 764.202 763.778 763.778 763.350 763.350 762.915 762.915 762.550 762.550 762.208 5 Tubo de desague Perforado D=4" CORONA DE MURO 5 765 760 755 770 765 760 755 750 750 755 760 765 770 CUNETA DE CORONACION N=9348100 N=9348125 N=9348150 N=9348175 N=9348200 E=150850 E=150875 E=150900 E=150925 E=150950 E=150975 E=151000 E=150975 E=150950 E=150925 E=150900 N=9348125 N=9348150 N=9348175 N=9348200 N=9348100 P1 P2 DESCARGA DE ALCANTARILLA CON PIEDRA EMBOQUILLADA BOP=273+400.000 BOP=273+400.000 A H G I J M L N K TS=273+424.503 SC=273+444.503 CS=273+481.660 ST= 273+501.660 TS=273+515.843 SC=273+535.843 CS=273+559.056 ST= 273+579.056 TS=273+584.557 SC=273+604.557 CS=273+626.802 ST= 273+646.802 TS=273+647.615 SC=273+667.615 PT Sta = 273+703.110 PC Sta = 273+703.314 CS=273+728.360 ST= 273+748.360 TS=273+751.155 SC=273+771.155 CS=273+805.572 ST= 273+825.572 TS=273+875.850 SC=273+895.850 PT Sta = 273+932.970 PC Sta = 273+933.108 CS=273+965.191 ST= 273+985.191 TS=274+058.804 SC=274+078.804 PT Sta = 274+115.082 PC Sta = 274+115.662 CS=274+147.565 ST= 274+167.565 TS=274+239.642 SC=274+259.642 PT Sta = 274+294.858 PC Sta = 274+295.042 CS=274+329.575 ST= 274+349.575 TS=274+415.648 SC=274+440.648 PT Sta = 274+474.094 PC Sta = 274+474.273 CS=274+504.825 ST= 274+529.825 TS=274+576.738 SC=274+601.738 PT Sta = 274+635.115 PC Sta = 274+635.279 CS=274+668.384 ST= 274+693.384 TS=274+763.279 SC=274+788.279 CS=274+841.419 ST= 274+866.419 TS=274+894.181 SC=274+919.181 CS=274+959.566 ST= 274+984.566 PC Sta = 275+002.233 PT Sta = 275+048.057 EOP=275+073.260 273+420 273+440 273+460 273+480 273+500 273+520 273+540 273+560 273+580 273+600 273+620 273+640 273+660 273+680 273+700 273+720 273+740 273+760 273+780 273+800 273+820 273+840 273+860 273+880 273+900 273+920 273+940 273+960 273+980 274+000 274+020 274+040 274+060 274+080 274+100 274+120 274+140 274+160 274+180 274+200 274+220 274+240 274+260 274+280 274+300 274+320 274+340 274+360 274+380 274+400 274+420 274+440 274+460 274+480 274+500 274+520 274+540 274+560 274+580 274+600 274+620 274+640 274+660 274+680 274+700 274+720 274+740 274+760 274+780 274+800 274+820 274+840 274+860 274+880 274+900 274+920 274+940 274+960 274+980 275+000 275+020 275+040 275+060 o P2 CANAL DE DESCARGA A E CUNETA DE CORONACION A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.92 5 SR GEOTEXTIL \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO SECCION MURO H=( 2.00 ) Ø 1/2" @ 0.20 D Ø 1/2" @ 0.20 C Ø 1/2" @ 0.20 A Ø 1/2" @ 0.20 B H Ø 1/2" @ 0.25 G Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 F Ø 1/2" @ 0.25 E Area Solado = 0.20 m2 \W6.57143; Tubo de desague \W6.50000; perforado D=4" 26 Ø 1/2" @ 0.20 de 3.175 m A 5 2.675 5 12 Ø 1/2" @ 0.20 de 5.25m B 26 Ø 1/2" @ 0.20 de 3.175 m C 5 5 2.675 12 Ø 1/2" @ 0.20 de 5.25m D 20 Ø 1/2" @ 0.25 de 1.80m E 1.80 8 Ø 1/2" @ 0.25 de 5.65m F 8 Ø 1/2" @ 0.25 de 5.65m G H 20 Ø 1/2" @ 0.25 de 2.60m C E D F A B 1/2" 1/2" 1/2" 1/2 " 1/2" G H 88.11 66.75 63.00 36.00 45.20 45.20 52.00 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 52.50 3.175 3.175 5.25 1.80 5.65 5.65 2.60 5.25 26 26 12 20 8 8 20 12 1/2 " 0.99 448.76 444.272 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 466.486 TOTAL ACERO 22.214 444.272 ACERO DE REFUERZO MATERIAL IMPERMEABLE A=0.12 (2 - 2.5) 5 5 5 5 5 5 5 5 VAR. 5 0.20 0.20 0.40 0.40 4.85 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA = 2.44 m2 Area Solado = 0.23 m2 SR SECCION MURO H=2.50 Ø 1/2" @ 0.20 C D Ø 5/8" @ 0.20 A B Ø 1/2" @ 0.25 H Ø 1/2" @ 0.25 G Ø 1/2" @ 0.25 F Ø 1/2" @ 0.25 E \W6.57143; Tubo de desague \W6.50000; perforado D=4" \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL MATERIAL IMPERMEABLE A=0.12 (2.5 - 3.0) 5 5 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 AREA = 3.01 m2 AREA = 3.66 m2 Area Solado = 0.29 m2 Area Solado = 0.26 m2 SR SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL GEOTEXTIL SECCION MURO H=3.00 SECCION MURO H=3.50 D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 1/2" @ 0.25 E B D Ø 1/2" @ 0.15 C Ø 1/2" @ 0.25 H Ø 1/2" @ 0.25 G Ø 1/2" @ 0.25 F Ø 5/8" @ 0.225 E Ø 5/8" @ 0.225 H Ø 1/2" @ 0.25 G Ø 5/8" @ 0.20 A \W6.57143; Tubo de desague \W6.50000; perforado D=4" \W6.57143; Tubo de desague \W6.50000; perforado D=4" AREA = 4.50 m2 Area Solado = 0.34 m2 SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 1/2" @ 0.175 E Ø 1/2" @ 0.175 H Ø 1/2" @ 0.25 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" 3.00 - 3.50 3.50 - 4.00 4.50 - 500 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 (3.0 - 3.5) (3.5 - 4.0) (4.5 - 5.0) 5 5 5 5 5 5 SECCION MURO H=4.50 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 26 Ø 5/8" @ 0.20 de 3.85 m A 14 Ø 1/2" @ 0.20 de 5.25m B 26 Ø 1/2" @ 0.20 de 3.85 m C 5 5 3.35 14 Ø 1/2" @ 0.20 de 5.25m D 20 Ø 1/2" @ 0.25 de 2.15m E 2.15 9 Ø 1/2" @ 0.25 de 5.75m F 9 Ø 1/2" @ 0.25 de 5.75m G H 20 Ø 1/2" @ 0.25 de 3.05m ACERO DE REFUERZO 5 5 5 5 26 Ø 5/8" @ 0.20 de 4.275 m A 17 Ø 1/2" @ 0.20 de 5.25m B 34 Ø 1/2" @ 0.15 de 4.275 m C 5 5 3.775 17 Ø 1/2" @ 0.20 de 5.25m D 23 Ø 5/8" @ 0.225 de 2.40m E 2.40 10 Ø 1/2" @ 0.25 de 5.85m F 10 Ø 1/2" @ 0.25 de 5.85m G H 23 Ø 5/8" @ 0.225 de 3.40m ACERO DE REFUERZO 0.50 0.50 34 Ø 5/8" @ 0.15 de 4.575 m A 5 4.075 5 19 Ø 1/2" @ 0.20 de 10.30m B 34 Ø 1/2" @ 0.15 de 4.575 m C 5 5 4.075 19 Ø 1/2" @ 0.20 de 10.30m D 20 Ø 1/2" @ 0.25 de 2.70m E 2.70 11 Ø 1/2" @ 0.25 de 10.95m F 11 Ø 1/2" @ 0.25 de 10.95m G H 20 Ø 1/2" @ 0.25 de 3.80m ACERO DE REFUERZO 0.55 0.55 34 Ø 5/8" @ 0.15 de 5.875 m A 5 5.375 5 24 Ø 1/2" @ 0.20 de 5.25m B 34 Ø 1/2" @ 0.15 de 5.875 m C 5 5 5.375 24 Ø 1/2" @ 0.20 de 5.25m D 29 Ø 1/2" @ 0.175 de 3.20m E 3.20 13 Ø 1/2" @ 0.25 de 6.05m F 13 Ø 1/2" @ 0.25 de 6.05m G H 29 Ø 1/2" @ 0.175 de 4.40m ACERO DE REFUERZO 0.60 0.60 2.50 - 300 2.00 - 2.50 5 3.35 5 5 3.775 5 AREA = 5.23 m2 Area Solado = 0.37 m2 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL 1 SECCION MURO H=5.00 D Ø 1/2" @ 0.10 C B Ø 5/8" @ 0.15 A F Ø 3/4" @ 0.25 E Ø 3/4" @ 0.25 H Ø 1/2" @ 0.20 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" Ø 1/2" 1@0.05,12@.15, R@.20 10 Ø 1/2" 1@0.05,12@.15, R@.20 Area Solado = 0.45 m2 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL SECCION MURO H=6.00 D Ø 1/2" @ 0.10 C B Ø 5/8" @ 0.10 A F Ø 3/4" @ 0.225 E Ø 3/4" @ 0.225 H Ø 1/2" @ 0.20 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" SR SR \W6.57143; Tubo de desague \W6.50000; perforado D=4" Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 5.00 - 5.50 6.00 - 6.50 MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 (5.0 - 5.5) (6.0 - 6.5) 5 5 5 5 AREA = 6.85 m2 5 5 Ø 1/2" @ 0.15 Ø 1/2" @ 0.15 Ø 5/8" @ 0.10 A B Ø 1/2" @ 0.15 Ø 1/2" @ 0.10 C D Ø 1/2" @ 0.15 Ø 3/4" @ 0.175 H Ø 1/2" @ 0.20 G 5 5 (7.0 - 7.5) SR MATERIAL IMPERMEABLE A=0.12 5 5 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO SECCION MURO H=7.00 \W6.57143; Tubo de desague \W6.50000; perforado D=4" 5 ESC: 1/25 ESC: 1/25 34 Ø 5/8" @ 0.15 de 6.675 m A 5 6.175 5 01 Ø 1/2" @ 0.05 de 10.30m B 50 Ø 1/2" @ 0.10 de 6.675 m C 5 5 6.175 D 20 Ø 3/4" @ 0.25 de 3.55m E 3.55 14 Ø 1/2" @ 0.25 de 11.15m F 14 Ø 1/2" @ 0.25 de 11.15m G H 20 Ø 3/4" @ 0.25 de 4.85m ACERO DE REFUERZO 0.65 0.65 50 Ø 5/8" @ 0.10 de 7.775 m A 5 7.275 5 42 Ø 1/2" @ 0.15 de 10.30m B 50 Ø 1/2" @ 0.20 de 7.775 m C 5 5 7.275 42 Ø 1/2" @ 0.20 de 10.30m D 23 Ø 3/4" @ 0.225 de 4.35m E 4.35 18 Ø 1/2" @ 0.25 de 11.35m F 18 Ø 1/2" @ 0.25 de 11.35m G H 23 Ø 3/4" @ 0.225 de 5.85m ACERO DE REFUERZO 0.75 0.75 50 Ø 5/8" @ 0.10 de 8.275 m A 5 7.775 5 49 Ø 1/2" @ 0.15 de 10.30m B 50 Ø 1/2" @ 0.10 de 8.275 m C 5 5 7.775 49 Ø 1/2" @ 0.15 de 10.30m D 23 Ø 3/4" @ 0.225 de 5.05m E 5.05 20 Ø 1/2" @ 0.25 de 11.35m F 20 Ø 1/2" @ 0.25 de 11.35m G H 29 Ø 3/4" @ 0.175 de 6.55m ACERO DE REFUERZO AREA = 4.10 m2 Area Solado = 0.30 m2 SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL SECCION MURO H=4.00 D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 5/8" @ 0.20 E Ø 5/8" @ 0.20 H Ø 1/2" @ 0.25 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" 4.00 - 4.50 MATERIAL IMPERMEABLE A=0.12 (4.0 - 4.5) 5 5 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 34 Ø 5/8" @ 0.15 de 5.575 m A 5 5.075 5 22 Ø 1/2" @ 0.20 de 10.30m B 34 Ø 1/2" @ 0.15 de 5.575 m C 5 5 5.075 22 Ø 1/2" @ 0.20 de 10.30m D 25 Ø 5/8" @ 0.20 de 2.85m E 2.85 12 Ø 1/2" @ 0.25 de 10.95m F 12 Ø 1/2" @ 0.25 de 10.95m G H 25 Ø 5/8" @ 0.20 de 3.95m ACERO DE REFUERZO 7.00 - 7.50 5 5 5 5 5 5 5 VAR. 5 5 VAR. 5 5 5 5 5 5 5 5 5 5 VAR. 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 5 5 5 VAR. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. S=2% min. Dren d3"@ 2.50m. S=2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. Dren d3"@ 2.50m. 2% min. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. Dren d3"@ 2.50m. 2% min. (2 - 2.5) VAR. VAR. VAR. (3.0 - 3.5) (2.5 - 3.0) (3.5 - 4.0) (4.0 - 4.5) (4.5 - 5.0) (5.0 - 5.5) (6.0 - 6.5) (7.0 - 7.5) 5 5 5 5 4.85 4.85 4.85 4.85 4.85 4.85 4.85 4.85 4.85 4.85 4.85 9.85 9.85 990 9.90 9.85 9.85 9.90 9.90 4.85 4.85 4.85 4.85 9.85 9.85 9.90 9.90 9.85 9.85 9.90 9.90 9.85 9.85 9.90 9.90 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.40 0.40 0.50 0.50 0.55 0.55 0.55 0.55 0.55 0.55 0.60 0.60 0.65 0.65 0.75 0.75 0.75 0.75 0.75 0.75 5 0.40 0.50 0.75 0.75 0.65 0.60 0.55 0.55 0.75 0.75 0.65 0.60 0.55 0.55 0.50 5 0.40 1.80 2.15 2.40 2.70 3.20 3.55 4.35 5.05 2.85 C E D F A B 5/8" 1/2" 1/2" 1/2 " 1/2" G H 123.75 93.750 78.750 43.000 51.750 51.750 61.000 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 63.000 3.85 3.85 5.25 2.15 5.75 5.75 3.05 5.25 26 26 14 20 9 9 20 14 1/2 " 0.99 433.00 428.670 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 651.507 TOTAL ACERO 31.024 620.483 C E D F A B 5/8" 1/2" 1/2" 1/2 " 5/8" G H 141.900 107.50 89.250 55.200 58.500 58.500 78.20 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 73.500 4.275 4.275 5.25 2.40 5.85 5.85 3.40 5.25 26 34 17 23 10 10 17 1/2 " 0.99 387.25 383.38 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 850.61 TOTAL ACERO 40.51 810.10 C E D F A B 5/8" 1/2" 1/2" 1/2 " 1/2" G H 306.525 306.525 185.4 108 131.4 131.4 152 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 185.4 4.575 4.575 10.30 2.70 10.95 10.95 3.80 10.30 67 67 18 40 12 12 40 18 1/2 " 0.99 1200.125 1188.123 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 1746.398 TOTAL ACERO 83.161 1663.237 C E D F A B 5/8" 1/2" 1/2" 1/2 " 5/8" G H 373.525 373.525 236.9 71.25 131 131 98.75 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 5/8" 236.9 5.575 5.575 10.30 2.85 10.95 10.95 3.95 10.30 67 67 23 25 12 12 25 23 1/2 " 0.99 1381.325 1098.23 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 237.73 TOTAL ACERO 97.03 1940.70 C E D F A B 5/8" 1/2" 1/2" 1/2 " 1/2" G H 194.70 147.50 120.75 64.000 78.650 78.650 88.000 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 105.00 5.875 5.875 5.25 3.20 6.05 6.05 4.40 5.25 34 34 24 29 13 13 29 24 1/2 " 0.99 682.550 675.725 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 1026.386 TOTAL ACERO 48.876 977.510 C E D F A B 5/8" 1/2" 1/2" 1/2 " 3/4" G H 447.225 667.5 288.4 71.00 167.25 167.25 97.00 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 288.4 6.675 6.675 10.30 3.55 11.15 11.15 4.85 10.30 67 100 28 20 15 15 20 28 1/2 " 0.99 1578.8 1563.01 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 2764.16 TOTAL ACERO 131.63 2632.53 C E D F A B 5/8" 1/2" 1/2" 1/2 " 3/4" G H 777.5 777.5 453.2 100.05 204.3 204.3 100.05 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 453.2 7.775 7.775 10.30 4.35 11.35 11.35 5.85 10.30 100 100 44 23 18 18 23 44 0.99 2092.50 2071.58 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 3911.18 TOTAL ACERO 186.25 3724.93 C E D F A B 5/8" 1/2" 1/2" 1/2 " 3/4" G H 827.5 827.5 484.1 116.15 238.35 238.35 189.95 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 484.1 8.275 8.275 10.30 5.05 11.35 11.35 6.55 10.30 100 100 47 23 21 21 29 47 1/2 " 0.99 2272.40 2249.68 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 4428.87 TOTAL ACERO 210.90 4217.97 F Ø 3/4" @ 0.225 E Ø 1/2" @ 0.20 5/8 " 1.55 123.75 191.813 5/8 " 1.55 275.30 426.72 5/8 " 1.55 306.525 475.114 5/8 " 1.55 373.525 842.46 5/8 " 1.55 194.70 301.785 3/4 " 2.24 168.00 376.32 3/4 " 2.24 200.10 448.22 5/8 " 1.55 827.5 1282.625 12 Ø 1/2" @ 0.15 de 10.30m 17 Ø 1/2" @ 0.25 de 10.30m 01 Ø 1/2" @ 0.05 de 10.30m 12 Ø 1/2" @ 0.15 de 10.30m 17 Ø 1/2" @ 0.25 de 10.30m 5/8 " 1.55 447.225 693.198 5/8 " 1.55 777.5 1205.125 1/2 " 3/4 " 2.24 306.10 685.66 5/8" 23 AREA = 3.01 m2 AREA = 3.66 m2 Area Solado = 0.29 m2 Area Solado = 0.26 m2 SR SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL GEOTEXTIL SECCION MURO H=3.00 SECCION MURO H=3.50 D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 1/2" @ 0.25 E B D Ø 1/2" @ 0.15 C Ø 1/2" @ 0.25 H Ø 1/2" @ 0.25 G Ø 1/2" @ 0.25 F Ø 5/8" @ 0.225 E Ø 5/8" @ 0.225 H Ø 1/2" @ 0.25 G Ø 5/8" @ 0.20 A \W6.57143; Tubo de desague \W6.50000; perforado D=4" \W6.57143; Tubo de desague \W6.50000; perforado D=4" AREA = 4.50 m2 Area Solado = 0.34 m2 SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 1/2" @ 0.175 E Ø 1/2" @ 0.175 H Ø 1/2" @ 0.25 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" 3.00 - 3.50 3.50 - 4.00 4.50 - 500 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 (3.0 - 3.5) (3.5 - 4.0) (4.5 - 5.0) 5 5 5 5 5 5 SECCION MURO H=4.50 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 26 Ø 5/8" @ 0.20 de 4.275 m A 17 Ø 1/2" @ 0.20 de 5.25m B 34 Ø 1/2" @ 0.15 de 4.275 m C 5 5 3.775 17 Ø 1/2" @ 0.20 de 5.25m D 23 Ø 5/8" @ 0.225 de 2.40m E 2.40 10 Ø 1/2" @ 0.25 de 5.85m F 10 Ø 1/2" @ 0.25 de 5.85m G H 23 Ø 5/8" @ 0.225 de 3.40m ACERO DE REFUERZO 0.50 0.50 34 Ø 5/8" @ 0.15 de 4.575 m A 5 4.075 5 19 Ø 1/2" @ 0.20 de 10.30m B 34 Ø 1/2" @ 0.15 de 4.575 m C 5 5 4.075 19 Ø 1/2" @ 0.20 de 10.30m D 20 Ø 1/2" @ 0.25 de 2.70m E 2.70 11 Ø 1/2" @ 0.25 de 10.95m F 11 Ø 1/2" @ 0.25 de 10.95m G H 20 Ø 1/2" @ 0.25 de 3.80m ACERO DE REFUERZO 0.55 0.55 34 Ø 5/8" @ 0.15 de 5.875 m A 5 5.375 5 24 Ø 1/2" @ 0.20 de 5.25m B 34 Ø 1/2" @ 0.15 de 5.875 m C 5 5 5.375 24 Ø 1/2" @ 0.20 de 5.25m D 29 Ø 1/2" @ 0.175 de 3.20m E 3.20 13 Ø 1/2" @ 0.25 de 6.05m F 13 Ø 1/2" @ 0.25 de 6.05m G H 29 Ø 1/2" @ 0.175 de 4.40m ACERO DE REFUERZO 0.60 0.60 5 3.775 5 AREA = 5.23 m2 Area Solado = 0.37 m2 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL 1 SECCION MURO H=5.00 D Ø 1/2" @ 0.10 C B Ø 5/8" @ 0.15 A F Ø 3/4" @ 0.25 E Ø 3/4" @ 0.25 H Ø 1/2" @ 0.20 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" Ø 1/2" 1@0.05,12@.15, R@.20 10 Ø 1/2" 1@0.05,12@.15, R@.20 Area Solado = 0.45 m2 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL SECCION MURO H=6.00 D Ø 1/2" @ 0.10 C B Ø 5/8" @ 0.10 A F Ø 3/4" @ 0.225 E Ø 3/4" @ 0.225 H Ø 1/2" @ 0.20 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" SR SR \W6.57143; Tubo de desague \W6.50000; perforado D=4" Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 5.00 - 5.50 6.00 - 6.50 MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 (5.0 - 5.5) (6.0 - 6.5) 5 5 5 5 AREA = 6.85 m2 5 5 Ø 1/2" @ 0.15 Ø 1/2" @ 0.15 Ø 5/8" @ 0.10 A B Ø 1/2" @ 0.15 Ø 1/2" @ 0.10 C D Ø 1/2" @ 0.15 Ø 3/4" @ 0.175 H Ø 1/2" @ 0.20 G 5 5 (7.0 - 7.5) SR MATERIAL IMPERMEABLE A=0.12 5 5 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO SECCION MURO H=7.00 \W6.57143; Tubo de desague \W6.50000; perforado D=4" 5 ESC: 1/25 ESC: 1/25 34 Ø 5/8" @ 0.15 de 6.675 m A 5 6.175 5 01 Ø 1/2" @ 0.05 de 10.30m B 50 Ø 1/2" @ 0.10 de 6.675 m C 5 5 6.175 D 20 Ø 3/4" @ 0.25 de 3.55m E 3.55 14 Ø 1/2" @ 0.25 de 11.15m F 14 Ø 1/2" @ 0.25 de 11.15m G H 20 Ø 3/4" @ 0.25 de 4.85m ACERO DE REFUERZO 0.65 0.65 50 Ø 5/8" @ 0.10 de 7.775 m A 5 7.275 5 42 Ø 1/2" @ 0.15 de 10.30m B 50 Ø 1/2" @ 0.20 de 7.775 m C 5 5 7.275 42 Ø 1/2" @ 0.20 de 10.30m D 23 Ø 3/4" @ 0.225 de 4.35m E 4.35 18 Ø 1/2" @ 0.25 de 11.35m F 18 Ø 1/2" @ 0.25 de 11.35m G H 23 Ø 3/4" @ 0.225 de 5.85m ACERO DE REFUERZO 0.75 0.75 50 Ø 5/8" @ 0.10 de 8.275 m A 5 7.775 5 49 Ø 1/2" @ 0.15 de 10.30m B 50 Ø 1/2" @ 0.10 de 8.275 m C 5 5 7.775 49 Ø 1/2" @ 0.15 de 10.30m D 23 Ø 3/4" @ 0.225 de 5.05m E 5.05 20 Ø 1/2" @ 0.25 de 11.35m F 20 Ø 1/2" @ 0.25 de 11.35m G H 29 Ø 3/4" @ 0.175 de 6.55m ACERO DE REFUERZO AREA = 4.10 m2 Area Solado = 0.30 m2 SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL SECCION MURO H=4.00 D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 5/8" @ 0.20 E Ø 5/8" @ 0.20 H Ø 1/2" @ 0.25 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" 4.00 - 4.50 MATERIAL IMPERMEABLE A=0.12 (4.0 - 4.5) 5 5 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 34 Ø 5/8" @ 0.15 de 5.575 m A 5 5.075 5 22 Ø 1/2" @ 0.20 de 10.30m B 34 Ø 1/2" @ 0.15 de 5.575 m C 5 5 5.075 22 Ø 1/2" @ 0.20 de 10.30m D 25 Ø 5/8" @ 0.20 de 2.85m E 2.85 12 Ø 1/2" @ 0.25 de 10.95m F 12 Ø 1/2" @ 0.25 de 10.95m G H 25 Ø 5/8" @ 0.20 de 3.95m ACERO DE REFUERZO 7.00 - 7.50 5 5 VAR. 5 5 5 5 5 5 5 5 5 5 VAR. 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 5 5 5 VAR. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. S=2% min. Dren d3"@ 2.50m. S=2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. Dren d3"@ 2.50m. 2% min. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. Dren d3"@ 2.50m. 2% min. VAR. VAR. VAR. (3.0 - 3.5) (3.5 - 4.0) (4.0 - 4.5) (4.5 - 5.0) (5.0 - 5.5) (6.0 - 6.5) (7.0 - 7.5) 5 5 5 5 4.85 4.85 4.85 4.85 9.85 9.85 990 9.90 9.85 9.85 9.90 9.90 4.85 4.85 4.85 4.85 9.85 9.85 9.90 9.90 9.85 9.85 9.90 9.90 9.85 9.85 9.90 9.90 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.50 0.50 0.55 0.55 0.55 0.55 0.55 0.55 0.60 0.60 0.65 0.65 0.75 0.75 0.75 0.75 0.75 0.75 0.50 0.75 0.75 0.65 0.60 0.55 0.55 0.75 0.75 0.65 0.60 0.55 0.55 0.50 2.40 2.70 3.20 3.55 4.35 5.05 2.85 C E D F A B 5/8" 1/2" 1/2" 1/2 " 5/8" G H 141.900 107.50 89.250 55.200 58.500 58.500 78.20 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 73.500 4.275 4.275 5.25 2.40 5.85 5.85 3.40 5.25 26 34 17 23 10 10 17 1/2 " 0.99 387.25 383.38 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 850.61 TOTAL ACERO 40.51 810.10 C E D F A B 5/8" 1/2" 1/2" 1/2 " 1/2" G H 306.525 306.525 185.4 108 131.4 131.4 152 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 185.4 4.575 4.575 10.30 2.70 10.95 10.95 3.80 10.30 67 67 18 40 12 12 40 18 1/2 " 0.99 1200.125 1188.123 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 1746.398 TOTAL ACERO 83.161 1663.237 C E D F A B 5/8" 1/2" 1/2" 1/2 " 5/8" G H 373.525 373.525 236.9 71.25 131 131 98.75 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 5/8" 236.9 5.575 5.575 10.30 2.85 10.95 10.95 3.95 10.30 67 67 23 25 12 12 25 23 1/2 " 0.99 1381.325 1098.23 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 237.73 TOTAL ACERO 97.03 1940.70 C E D F A B 5/8" 1/2" 1/2" 1/2 " 1/2" G H 194.70 147.50 120.75 64.000 78.650 78.650 88.000 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 105.00 5.875 5.875 5.25 3.20 6.05 6.05 4.40 5.25 34 34 24 29 13 13 29 24 1/2 " 0.99 682.550 675.725 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 1026.386 TOTAL ACERO 48.876 977.510 C E D F A B 5/8" 1/2" 1/2" 1/2 " 3/4" G H 447.225 667.5 288.4 71.00 167.25 167.25 97.00 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 288.4 6.675 6.675 10.30 3.55 11.15 11.15 4.85 10.30 67 100 28 20 15 15 20 28 1/2 " 0.99 1578.8 1563.01 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 2764.16 TOTAL ACERO 131.63 2632.53 C E D F A B 5/8" 1/2" 1/2" 1/2 " 3/4" G H 777.5 777.5 453.2 100.05 204.3 204.3 100.05 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 453.2 7.775 7.775 10.30 4.35 11.35 11.35 5.85 10.30 100 100 44 23 18 18 23 44 0.99 2092.50 2071.58 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 3911.18 TOTAL ACERO 186.25 3724.93 C E D F A B 5/8" 1/2" 1/2" 1/2 " 3/4" G H 827.5 827.5 484.1 116.15 238.35 238.35 189.95 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 484.1 8.275 8.275 10.30 5.05 11.35 11.35 6.55 10.30 100 100 47 23 21 21 29 47 1/2 " 0.99 2272.40 2249.68 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 4428.87 TOTAL ACERO 210.90 4217.97 F Ø 3/4" @ 0.225 E Ø 1/2" @ 0.20 5/8 " 1.55 275.30 426.72 5/8 " 1.55 306.525 475.114 5/8 " 1.55 373.525 842.46 5/8 " 1.55 194.70 301.785 3/4 " 2.24 168.00 376.32 3/4 " 2.24 200.10 448.22 5/8 " 1.55 827.5 1282.625 12 Ø 1/2" @ 0.15 de 10.30m 17 Ø 1/2" @ 0.25 de 10.30m 01 Ø 1/2" @ 0.05 de 10.30m 12 Ø 1/2" @ 0.15 de 10.30m 17 Ø 1/2" @ 0.25 de 10.30m 5/8 " 1.55 447.225 693.198 5/8 " 1.55 777.5 1205.125 1/2 " 3/4 " 2.24 306.10 685.66 5/8" 23 AREA = 3.01 m2 AREA = 3.66 m2 Area Solado = 0.29 m2 Area Solado = 0.26 m2 SR SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL GEOTEXTIL SECCION MURO H=3.00 SECCION MURO H=3.50 D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 1/2" @ 0.25 E B D Ø 1/2" @ 0.15 C Ø 1/2" @ 0.25 H Ø 1/2" @ 0.25 G Ø 1/2" @ 0.25 F Ø 5/8" @ 0.225 E Ø 5/8" @ 0.225 H Ø 1/2" @ 0.25 G Ø 5/8" @ 0.20 A \W6.57143; Tubo de desague \W6.50000; perforado D=4" \W6.57143; Tubo de desague \W6.50000; perforado D=4" AREA = 4.50 m2 Area Solado = 0.34 m2 SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 1/2" @ 0.175 E Ø 1/2" @ 0.175 H Ø 1/2" @ 0.25 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" 3.00 - 3.50 3.50 - 4.00 4.50 - 500 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 (3.0 - 3.5) (3.5 - 4.0) (4.5 - 5.0) 5 5 5 5 5 5 SECCION MURO H=4.50 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 34 Ø 5/8" @ 0.15 de 4.575 m A 5 4.075 5 19 Ø 1/2" @ 0.20 de 10.30m B 34 Ø 1/2" @ 0.15 de 4.575 m C 5 5 4.075 19 Ø 1/2" @ 0.20 de 10.30m D 20 Ø 1/2" @ 0.25 de 2.70m E 2.70 11 Ø 1/2" @ 0.25 de 10.95m F 11 Ø 1/2" @ 0.25 de 10.95m G H 20 Ø 1/2" @ 0.25 de 3.80m ACERO DE REFUERZO 0.55 0.55 34 Ø 5/8" @ 0.15 de 5.875 m A 5 5.375 5 24 Ø 1/2" @ 0.20 de 5.25m B 34 Ø 1/2" @ 0.15 de 5.875 m C 5 5 5.375 24 Ø 1/2" @ 0.20 de 5.25m D 29 Ø 1/2" @ 0.175 de 3.20m E 3.20 13 Ø 1/2" @ 0.25 de 6.05m F 13 Ø 1/2" @ 0.25 de 6.05m G H 29 Ø 1/2" @ 0.175 de 4.40m ACERO DE REFUERZO 0.60 0.60 AREA = 5.23 m2 Area Solado = 0.37 m2 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL 1 SECCION MURO H=5.00 D Ø 1/2" @ 0.10 C B Ø 5/8" @ 0.15 A F Ø 3/4" @ 0.25 E Ø 3/4" @ 0.25 H Ø 1/2" @ 0.20 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" Ø 1/2" 1@0.05,12@.15, R@.20 10 Ø 1/2" 1@0.05,12@.15, R@.20 Area Solado = 0.45 m2 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL SECCION MURO H=6.00 D Ø 1/2" @ 0.10 C B Ø 5/8" @ 0.10 A F Ø 3/4" @ 0.225 E Ø 3/4" @ 0.225 H Ø 1/2" @ 0.20 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" SR SR \W6.57143; Tubo de desague \W6.50000; perforado D=4" Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 5.00 - 5.50 6.00 - 6.50 MATERIAL IMPERMEABLE A=0.12 MATERIAL IMPERMEABLE A=0.12 (5.0 - 5.5) (6.0 - 6.5) 5 5 5 5 AREA = 6.85 m2 5 5 Ø 1/2" @ 0.15 Ø 1/2" @ 0.15 Ø 3/4" @ 0.10 A B Ø 1/2" @ 0.15 Ø 1/2" @ 0.10 C D Ø 1/2" @ 0.15 Ø 3/4" @ 0.225 H Ø 1/2" @ 0.20 G 5 5 (7.0 - 7.5) SR MATERIAL IMPERMEABLE A=0.12 5 5 \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO SECCION MURO H=7.00 \W6.57143; Tubo de desague \W6.50000; perforado D=4" 5 ESC: 1/25 ESC: 1/25 AREA = 4.10 m2 Area Solado = 0.30 m2 SR \W7.47619; RELLENO CON \W7.47619; MATERIAL DE FILTRO GEOTEXTIL SECCION MURO H=4.00 D Ø 1/2" @ 0.15 C B Ø 5/8" @ 0.15 A Ø 1/2" @ 0.25 F Ø 5/8" @ 0.20 E Ø 5/8" @ 0.20 H Ø 1/2" @ 0.25 G \W6.57143; Tubo de desague \W6.50000; perforado D=4" 4.00 - 4.50 MATERIAL IMPERMEABLE A=0.12 (4.0 - 4.5) 5 5 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 7.00 - 7.50 5 5 VAR. 5 5 5 5 5 5 5 5 5 5 VAR. 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 5 5 5 VAR. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. S=2% min. Dren d3"@ 2.50m. S=2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. Dren d3"@ 2.50m. 2% min. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2% min. Dren d3"@ 2.50m. 2% min. Dren d3"@ 2.50m. Dren d3"@ 2.50m. 2% min. VAR. VAR. VAR. (3.0 - 3.5) (3.5 - 4.0) (4.0 - 4.5) (4.5 - 5.0) (5.0 - 5.5) (6.0 - 6.5) (7.0 - 7.5) 5 5 5 5 9.85 9.85 990 9.90 4.85 4.85 4.85 4.85 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.55 0.55 0.60 0.60 0.60 0.55 0.60 0.55 2.70 3.20 C E D F A B 5/8" 1/2" 1/2" 1/2 " 1/2" G H 306.525 306.525 185.4 108 131.4 131.4 152 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 185.4 4.575 4.575 10.30 2.70 10.95 10.95 3.80 10.30 67 67 18 40 12 12 40 18 1/2 " 0.99 1200.125 1188.123 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 1746.398 TOTAL ACERO 83.161 1663.237 C E D F A B 5/8" 1/2" 1/2" 1/2 " 1/2" G H 194.70 147.50 120.75 64.000 78.650 78.650 88.000 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 1/2" 105.00 5.875 5.875 5.25 3.20 6.05 6.05 4.40 5.25 34 34 24 29 13 13 29 24 1/2 " 0.99 682.550 675.725 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 1026.386 TOTAL ACERO 48.876 977.510 F Ø 3/4" @ 0.175 E Ø 1/2" @ 0.20 5/8 " 1.55 306.525 475.114 5/8 " 1.55 194.70 301.785 26 Ø 5/8" @ 0.20 de 4.275 m A 17 Ø 1/2" @ 0.20 de 5.25m B 34 Ø 1/2" @ 0.15 de 4.275 m C 5 5 3.775 17 Ø 1/2" @ 0.20 de 5.25m D 23 Ø 5/8" @ 0.225 de 2.40m E 2.40 10 Ø 1/2" @ 0.25 de 5.85m F 10 Ø 1/2" @ 0.25 de 5.85m G H 23 Ø 5/8" @ 0.225 de 3.40m ACERO DE REFUERZO 0.50 0.50 5 3.775 5 4.85 4.85 4.85 4.85 0.20 0.20 0.20 0.20 0.50 0.50 0.50 0.50 2.40 C E D F A B 5/8" 1/2" 1/2" 1/2 " 5/8" G H 111.150 145.35 89.250 55.200 58.500 58.500 78.20 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 89.250 4.275 4.275 5.25 2.40 5.85 5.85 3.40 5.25 26 34 17 23 10 10 17 1/2 " 0.99 440.85 436.44 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 856.26 TOTAL ACERO 40.77 815.49 5/8 " 1.55 244.55 379.05 5/8" 23 34 Ø 5/8" @ 0.15 de 5.295 m A 5 4.795 5 22 Ø 1/2" @ 0.20 de 5.30m B 34 Ø 1/2" @ 0.15 de 5.295 m C 5 5 4.795 22 Ø 1/2" @ 0.20 de 5.30m D 25 Ø 5/8" @ 0.20 de 2.85m E 2.85 12 Ø 1/2" @ 0.25 de 5.95m F 12 Ø 1/2" @ 0.25 de 5.95m G H 25 Ø 5/8" @ 0.20 de 3.95m ACERO DE REFUERZO 4.85 4.85 4.90 4.90 0.20 0.20 0.20 0.20 0.55 0.55 0.55 0.55 0.55 0.55 2.85 C E D F A B 5/8" 1/2" 1/2" 1/2 " 5/8" G H 180.03 180.03 116.6 71.25 71.40 71.40 98.75 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 5/8" 116.6 5.295 5.295 5.30 2.85 5.95 5.95 3.95 5.30 34 34 22 25 12 12 25 22 1/2 " 0.99 556.03 550.47 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 1147.67 TOTAL ACERO 54.65 1093.02 5/8 " 1.55 350.03 542.55 34 Ø 5/8" @ 0.15 de 6.385 m A 5 5.885 5 01 Ø 1/2" @ 0.05 de 5.30m B 50 Ø 1/2" @ 0.10 de 6.385 m C 5 5 5.885 D 20 Ø 3/4" @ 0.25 de 3.55m E 3.55 19 Ø 1/2" @ 0.20 de 6.15m F 19 Ø 1/2" @ 0.20 de 6.15m G H 20 Ø 3/4" @ 0.25 de 4.85m ACERO DE REFUERZO 0.65 0.65 4.85 4.85 4.90 4.90 0.20 0.20 0.20 0.20 0.65 0.65 0.65 0.65 3.55 12 Ø 1/2" @ 0.15 de 5.30m 17 Ø 1/2" @ 0.20 de 5.30m 01 Ø 1/2" @ 0.05 de 5.30m 12 Ø 1/2" @ 0.15 de 5.30m 17 Ø 1/2" @ 0.20 de 5.30m C E D F A B 5/8" 1/2" 1/2" 1/2 " 3/4" G H 217.09 319.25 159.00 71.00 116.85 116.85 97.00 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 159.00 6.385 6.385 5.30 3.55 6.15 6.15 4.85 5.30 34 50 30 20 19 19 20 30 1/2 " 0.99 870.95 862.24 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 1653.66 TOTAL ACERO 78.75 1574.91 3/4 " 2.24 168.00 376.32 5/8 " 1.55 217.09 336.35 50 Ø 5/8" @ 0.10 de 7.485 m A 5 6.985 5 42 Ø 1/2" @ 0.15 de 5.30m B 50 Ø 1/2" @ 0.20 de 7.485 m C 5 5 6.985 42 Ø 1/2" @ 0.20 de 5.30m D 23 Ø 3/4" @ 0.225 de 4.35m E 4.35 23 Ø 1/2" @ 0.20 de 6.35m F 23 Ø 1/2" @ 0.20 de 6.35m G H 23 Ø 3/4" @ 0.225 de 5.85m ACERO DE REFUERZO 0.75 0.75 4.85 4.85 4.90 4.90 0.20 0.20 0.20 0.20 0.75 0.75 0.75 0.75 4.35 C E D F A B 5/8" 1/2" 1/2" 1/2 " 3/4" G H 374.25 374.25 222.60 100.05 146.05 146.05 134.55 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 222.60 7.485 7.485 5.30 4.35 6.35 6.35 5.85 5.30 50 50 42 23 23 23 23 42 0.99 1111.55 1100.43 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 2316.32 TOTAL ACERO 110.30 2206.02 3/4 " 2.24 234.60 525.50 5/8 " 1.55 374.25 580.09 1/2 " 50 Ø 3/4" @ 0.10 de 8.485 m A 5 7.985 5 49 Ø 1/2" @ 0.15 de 5.30m B 50 Ø 1/2" @ 0.10 de 8.485 m C 5 5 7.985 49 Ø 1/2" @ 0.15 de 5.30m D 29 Ø 3/4" @ 0.175 de 5.05m E 5.05 26 Ø 1/2" @ 0.20 de 6.35m F 26 Ø 1/2" @ 0.25 de 6.35m G H 23 Ø 3/4" @ 0.225 de 6.55m ACERO DE REFUERZO 4.85 4.85 4.90 4.90 0.20 0.20 0.20 0.20 0.75 0.75 0.75 0.75 0.75 0.75 5.05 C E D F A B 3/4" 1/2" 1/2" 1/2 " 3/4" G H 424.25 424.25 259.70 146.45 165.10 165.10 150.65 TIPO Ø TOTAL PIEZAS UNITARIO TOTAL LONGITUD (m) x Paño (5 mt) METRADOS DE ACERO 1/2" 1/2" 3/4" 259.70 8.485 8.485 5.30 5.05 6.35 6.35 6.55 5.30 50 50 49 29 26 26 23 49 1/2 " 0.99 1273.85 1261.11 KG/M LONG. (m) PESO (kg) RESUMEN DE ACERO x Paño (5 mt) TOTAL (Kg) Ø DESPERDICIO 5 % (kg) 3020.78 TOTAL ACERO 143.85 2876.93 5/8 " 1.55 - - 3/4 " 2.24 721.35 1615.82 758.100 758.350 758.007 PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : CODIGO: FECHA: ESCALA: DESCRIPCION R E V I S I O N E S N° FECHA INDICADA PROYECTO DE INGENIERIA DE DETALLE ENERO - 2011 1 REV. MCA1-MTVA-PP-01 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO PLANO DE PLANTA ESCALA: 1/500 PERFIL LONGITUDINAL ESCALA: 1/400 MURO DE CONTENSION ALCANTARILLA CURVA NIVEL MADRE CURVA NIVEL SIMPLE HOMBRO DE CORTE PIE DE TALUD CERCO LEYENDA EJE DE REPLANTEO ANCHO DE CALZADA EJE DE CAUCE SECCION TIPO H = 5.0 MT ESCALA: 1/100 sin perforar para el cuerpo del muro de 3" perforado para el talon del muro Seran de PVC SAP Clase 10, pesado de 4" de diametro Material seleccionado para filtro f'c=210 kg/cm² ESPECIFICACIONES TECNICAS de diámetro TUBO RELLENO DE FILTRO No tejido GEOTEXTIL MT 270 CONCRETO ARMADO 1.- 2.- f'c=100 kg/cm² CONCRETO PARA SOLADO SECCION TIPO H = 3.0 MT ESCALA: 1/100 DETALLES DISTRIBUCION ACERO DE REFUERZO ESCALA: 1/50 SECCION TIPO - DISTRIBUCION DE ACERO ESCALA: 1/50 SECCION TIPO - DIMENCIONES ESCALA: 1/50 CUADRO DE METRADOS ESCALA: 1/50 DETALLE 01 ESCALA: 1/50 SECCION TIPO H = 6.0 MT ESCALA: 1/100 DETALLES DISTRIBUCION ACERO DE REFUERZO ESCALA: 1/50 SECCION TIPO - DISTRIBUCION DE ACERO ESCALA: 1/50 SECCION TIPO - DIMENCIONES ESCALA: 1/50 CUADRO DE METRADOS ESCALA: 1/50 3.- JUNTAS DE DILATACION CADA 20 METROS DETALLES DISTRIBUCION ACERO DE REFUERZO ESCALA: 1/50 SECCION TIPO - DISTRIBUCION DE ACERO ESCALA: 1/50 SECCION TIPO - DIMENCIONES ESCALA: 1/50 DETALLES DISTRIBUCION ACERO DE REFUERZO ESCALA: 1/50 SECCION TIPO - DISTRIBUCION DE ACERO ESCALA: 1/50 SECCION TIPO - DIMENSIONES ESCALA: 1/50 DETALLES DISTRIBUCION ACERO DE REFUERZO ESCALA: 1/50 SECCION TIPO - DISTRIBUCION DE ACERO ESCALA: 1/50 SECCION TIPO - DIMENCIONES ESCALA: 1/50 SECCION TIPO H = 4.0 MT ESCALA: 1/100 SECCION TIPO H = 7.0 MT ESCALA: 1/100 PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : CODIGO: FECHA: ESCALA: DESCRIPCION R E V I S I O N E S N° FECHA INDICADA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE ENERO - 2011 1 REV. MCA1-MTVA-ST-01 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO MURO DE CONCRETO ARMADO 01 - SECCIONES TRANSVERSALES-LAM 1/4 Km. 273+720.000 - Km 273+735.000 CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-ST-02 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO MURO DE CONCRETO ARMADO 01 - SECCIONES TRANSVERSALES-LAM 2/4 Km. 273+740.000 - Km 273+750.000 CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-ST-03 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO MURO DE CONCRETO ARMADO 01 - SECCIONES TRANSVERSALES-LAM 3/4 Km. 273+755.000 - Km 273+765.000 CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-ST-04 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO MURO DE CONCRETO ARMADO 01 - SECCIONES TRANSVERSALES-LAM 4/4 Km. 273+770.000 - Km 273+780.000 CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-DT-01 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO MURO DE CONCRETO ARMADO 01 - DETALLES TIPICOS-LAM 1/1 Km. 273+725.000 - Km 273+780.000 PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-ES-01 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO Km. 273+725.000 - Km 273+780.000 PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-ES-02 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO MURO DE CONCRETO ARMADO 01 - ESTRUCTURAS-LAM 2/5 Km. 273+725.000 - Km 273+780.000 PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-ES-03 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO Km. 273+725.000 - Km 273+780.000 PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-ES-04 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO MURO DE CONCRETO ARMADO 01 - ESTRUCTURAS-LAM 4/5 Km. 273+725.000 - Km 273+780.000 PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE CODIGO: FECHA: ESCALA: INDICADA ENERO - 2011 1 REV. MCA1-MTVA-ES-05 MODIFICACION DEL TRAZO DE LA VARIANTE ASERRADERO PROYECTO GEOTECNICO MURO DE CONCRETO ARMADO 01 - ESTRUCTURAS-LAM 5/5 Km. 273+725.000 - Km 273+780.000 PRESENTO: DISENO: VERIFICO: DIBUJO: APROBO : PROYECTISTA : DESCRIPCION R E V I S I O N E S N° FECHA TRAMO 3 : RIOJA - CORRAL QUEMADO PROYECTO DE INGENIERIA DE DETALLE CUADRO DE METRADOS ESCALA: 1/50 CUADRO DE METRADOS ESCALA: 1/50 CUADRO DE METRADOS ESCALA: 1/50

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Tags	autocad, betonsteine, concrete block, DETAIL, DWG, flat, reinforced, reinforcing, retaining, retaining wall, steel, walls