Terramesh DWG Block for AutoCAD

Terramesh DWG Block for AutoCAD

Design of a wall Gavion!

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

mtc, ministry of transport communications, tmc, ing. fredy vilcahuaman perez, ing. eded crowned, public transport infrastructure, supervisory body for investment in, intersur, concessions s.a., verified:, drawing:, r. d. and. p., design:, definitive study of the interoceanic road corridor south section azangaro inambari bridge, approved:, date, revisions, description, contract, scale, date, km to km, gabions: sections, indicated, ministry of transport, communications, natural soil, gavion, gabion, gavion, of gabions, mooring wire, each two cocadas of, the mooring wire, mesh, note:, of superior rupture, make a double turn, thick opening, coating: zinc aluminum, tie detail, detail, meeting of edges of gabions according to, the seams will be made throughout, the size of the recommended stone will be between, healthy without defects that affect its structure., the stone must be of good dense, the seams will be made throughout, meeting of edges of gabions according to, detail, dimensions, kind, mesh opening, retraction: mm, pvc additional coating, Technical specifications, pvc box gabion, covering, mooring wire diameter, diameter wire edge: mm, diameter wire mesh: mm, detail of the mechanical joint of the mesh with the edge wire, inclination, structural filler, excavation line, nozzle, typical section of gavion, asphalted, rolling, surface, berm, collapse, collapse, constructive, unscaled, non-woven geotextile mactex, quantities, Material description, gavion type, detail, meeting of edges of gabions according to, the seams will be made throughout, the size of the recommended stone will be between, healthy without defects that affect its structure., the stone must be of good dense, the seams will be made throughout, meeting of edges of gabions according to, detail, dimensions, kind, mesh opening, retraction: mm, pvc additional coating, Technical specifications, pvc box gabion, covering, mooring wire diameter, diameter wire edge: mm, diameter wire mesh: mm, detail of the seam, tensor detail, tensors, typical section of gavion, geotextile, communications, ministry of transport, indicated, gabions: plant, date, scale, contract, description, revisions, date, approved:, definitive study of the interoceanic road corridor south section azangaro inambari bridge, design:, r. d. and. p., drawing:, verified:, concessions s.a., intersur, supervisory body for investment in, public transport infrastructure, ing. eded crowned, ing. fredy vilcahuaman perez, km to km, runway edge, fringe, axis, legend

Raw text data extracted from CAD file:

MTC Ministerio de Transportes y Comunicaciones BM \A1;3.00 \A1;4.00 11.7151921351558 11.7151921351558 000 KM 10.5m (P) 36" TMC 000+000 \A1;.50 \A1;.30 \A1;H \A1;6° \A1;1.20 \A1;0.25 \A1;0.75 \A1;0.50 \A1;.10 \A1;.10 \A1;.10 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.00 \A1;3.00 \A1;3.00 \A1;2.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;0.50m \A1;1.00 \A1;0.50 \A1;3.00 \A1;0.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.50 \A1;5.00 \A1;20.00 cm \A1;.50 \A1;.50 \A1;1.00 \A1;.50 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;3.00 ING. FREDY VILCAHUAMAN PEREZ ING. EDUARDO CORONADO T4-HIDRO-GV-10 ABR.-2007 O S I T R A N Infraestructura de Transporte de Uso Público Organismo Supervisor de la Inversión en INTERSUR CONCESIONES S.A. Verificó: Dibujó: R. D. E. P. Diseñó: ESTUDIO DEFINITIVO DEL CORREDOR VIAL INTEROCEANICO SUR TRAMO AZANGARO - PUENTE INAMBARI Aprobó: N° FECHA REVISIONES DESCRIPCION CONTRATO N° -------------------------- ESCALA : FECHA : KM 208+480 AL KM 208+540 GAVIONES: SECCIONES INDICADA MINISTERIO DE TRANSPORTES Y COMUNICACIONES \A1;32° AR = 0.35 AC = 47.71 AR = 0.35 AC = 48.51 AR = 0.35 AC = 46.57 AR = 0.35 AC = 42.99 AR = 0.35 AC = 40.90 AR = 0.35 AC = 28.12 AR = 0.35 AC = 40.88 AR = 0.35 AC = 37.55 AR = 0.35 AC = 37.14 AR = 0.35 AC = 10.91 AR = 0.35 AC = 22.75 AR = 0.35 AC = 15.93 AR = 0.35 AC = 23.39 Suelo natural Gavion de 5.0x1.5x1.0m Gavión de 5.0x1.0x1.0m B A \LLeyenda C155 C154 4005 3995 4000 3950 3950 3945 3940 4000 3935 3995 3990 3990 3940 3995 208+500 208+300 208+400 4306 ST SC CS TS BM 336800E 8462800N 8463000N 3940 3945 3950 3955 3960 3965 3975 3970 3995 3990 3985 3980 3975 3970 3960 3955 3950 3945 3940 3965 208+600 GAVION GAVION C L CT= 3965.06 CSR=3963.61 KM 208+480 CT= 3964.82 CSR=3963.47 KM 208+490 CT= 3964.73 CSR=3963.36 KM 208+500 CT= 3964.75 CSR=3963.27 KM 208+510 CT= 3964.86 CSR=3963.20 KM 208+520 CT= 3964.93 CSR=3963.16 KM 208+530 A B A A B A C C C A B A A B A C C C A B A A B A C C C A B A A B A C C C A B A A B A C C C A B A A B A C C C CT= 3964.98 CSR=3963.13 KM 208+540 A B A A B A C C C DE GAVIONES ALAMBRE DE AMARRE CADA DOS COCADAS DE EL ALAMBRE DE AMARRE MALLA NOTA: DE ROTURA SUPERIOR A 5000 Kg./m. EFECTUA UNA VUELTA DOBLE ABERTURA DE 10x12cm Y 2.70mm. DE ESPESOR RECUBRIMIENTO: ZINC + ALUMINIO DETALLE DE AMARRE DETALLE ENCUENTRO DE ARISTAS DE GAVIONES SEGUN - LAS COSTURAS SE REALIZARAN EN TODO - El TAMAÑO DE LA PIEDRA RECOMENDADA ESTARA ENTRE 6" Y 12" SANA Y SIN DEFECTOS QUE AFECTEN SU ESTRUCTURA. - LA PIEDRA DEBERA SER DE BUENA CALIDAD, DENSA - LAS COSTURAS SE REALIZARAN EN TODO ENCUENTRO DE ARISTAS DE GAVIONES SEGUN DETALLE - DIMENSIONES TIPO B : 5 X 1.5 X 1 TIPO A : 5 X 1 X 1 - ABERTURA DE MALLA 10x12cm ATIRANTAMIENTO: 2.20 mm - RECUBRIMIENTO ADICIONAL : PVC ESPECIFICACIONES TECNICAS GAVION TIPO CAJA PVC - RECUBRIMIENTO : Zn+Al (ASTM A856) - DIAMETRO DE ALAMBRE DE AMARRE Y - DIAMETRO ALAMBRE DE BORDE: 3.40 mm (PVC) - DIAMETRO ALAMBRE DE MALLA: 2.70 mm (PVC) Detalle de la unión mecánica de la malla con el alambre de borde Inclinación Relleno estructural 5 LINEA DE EXCAVCION Emboquillado e = 0.15m DETALLE SECION TIPICA DE GAVION 5 H 5 1.20 0.25 0.75 0.50 5 5 5 2.5% ASFALTADA ASFALTADA DE RODADURA SUPERFICIE BERMA B A A A B B 5 5 5 5 5 5 DERRUMBE 5 5 DERRUMBE \LDetalles Constructivos Sin Escala 5 A A B 0.50m 5 5 B A B A A B A C C C 5 5 5 5 5 5 5 5 5 5 5 Geotextil no Tejido MacTex MT300 AE= 8.50 AE= 8.50 AE= 8.50 AE= 8.50 AE= 8.50 AE= 8.50 AE= 8.50 AC= 30.70 AC= 26.17 AC= 17.51 AC= 7.20 AC= 11.63 AC= 29.90 CANTIDADES DESCRIPCION DEL MATERIAL GAVION Tipo A de 5.0x1.0x1.0 GAVION Tipo B de 5.0x1.5x1.0 GAVION Tipo C de 5.0x1.0x0.5 GAVION Tipo E de 5.0x1.5x0.5 DETALLE ENCUENTRO DE ARISTAS DE GAVIONES SEGUN - LAS COSTURAS SE REALIZARAN EN TODO - El TAMAÑO DE LA PIEDRA RECOMENDADA ESTARA ENTRE 6" Y 12" SANA Y SIN DEFECTOS QUE AFECTEN SU ESTRUCTURA. - LA PIEDRA DEBERA SER DE BUENA CALIDAD, DENSA - LAS COSTURAS SE REALIZARAN EN TODO ENCUENTRO DE ARISTAS DE GAVIONES SEGUN DETALLE - DIMENSIONES TIPO B : 5 X 1.5 X 1 TIPO A : 5 X 1 X 1 - ABERTURA DE MALLA 10x12cm ATIRANTAMIENTO: 2.20 mm - RECUBRIMIENTO ADICIONAL : PVC ESPECIFICACIONES TECNICAS GAVION TIPO CAJA PVC - RECUBRIMIENTO : Zn+Al (ASTM A856) - DIAMETRO DE ALAMBRE DE AMARRE Y - DIAMETRO ALAMBRE DE BORDE: 3.40 mm (PVC) - DIAMETRO ALAMBRE DE MALLA: 2.70 mm (PVC) Detalle de la Costura Detalle del Tensor Tensores 4 x m² 5 20.00 cm DETALLE SECION TIPICA DE GAVION H= 4.50m A B A A B A C C C 5 5 5 5 5 5 5 5 5 5 6º Geotextil 5 Y COMUNICACIONES MINISTERIO DE TRANSPORTES INDICADA GAVIONES: PLANTA FECHA : ESCALA : CONTRATO N° -------------------------- DESCRIPCION REVISIONES FECHA N° Aprobó: ESTUDIO DEFINITIVO DEL CORREDOR VIAL INTEROCEANICO SUR TRAMO AZANGARO - PUENTE INAMBARI Diseñó: R. D. E. P. Dibujó: Verificó: CONCESIONES S.A. INTERSUR Organismo Supervisor de la Inversión en Infraestructura de Transporte de Uso Público O S I T R A N ABR.-2007 T4-HIDRO-GV-09 ING. EDUARDO CORONADO ING. FREDY VILCAHUAMAN PEREZ KM 208+480 AL KM 208+540 BORDE DE PISTA ARISTA DE GAVIO EJE LEYENDA

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Aluminum
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, constructive details, Design, DWG, mur de pierre, panel, parede de pedra, partition wall, steinmauer, stone walls, wall