Installation Detail Geoweb DWG Detail for AutoCAD

Installation Detail Geoweb DWG Detail for AutoCAD

Detail of installation of channels geoweb

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

yam, Pbase, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, yam, Xfg, Xeg, Xfgt, Xegt, Xgrid, Xgridt, Rev., flat, Minsur s.a., Inst geoweb.dwg, Customer plan, area, scale, draft, activity, engineering manager, Chief of discipline, check, design, drawing, item, flat, Reference planes, references, description, Rev., date, drawing, design, check, discipline, engineering, draft, boss, manager, project manager, Plans for execution, Rev .:, …………………………………., Approved, …………………………………., date:, …………………………………., Tower shaft, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Pegct, Pvgrid, Pegct, Pfgct, Pegc, Pegl, Peg, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Fo. co., Clip atra, high density polyethylene., Similary, Similar geoweb constraint tensions., Two arms for transfer of, Perforated textured surface, Black color for tendons, polyethylene., Hrs, Approx., lampblack., class, Specifications, Geoweb, kind, By exposure to the environment, kind, Resist. To cracking, environment, Filter geotextile, Clip atra, detail, height, Stake opening, characteristics, stabilizer, Band hours, kind, height, Textured, density, Wall thickness, dimensions, material, Resist. Long-term partnerships, Bottom of the channel, Similar stuffing, Similar geoweb detail, Clip stake, Nonwoven, Similary, Properties of the perforated texture of the geoweb similar description: surface-density rhomboid textures textured by thickness of strip including textured astm perforations in rows. Horizontal spacing between centers vertical spacing between centers capacity: the polyethylene girdles shall be perforated in such a way that the maximum friction angle of the siliceous sand with a relative density is not greater than that of the maximum friction angle of the siliceous sand tested with Direct cutting method under norm astm the perforations will be subtracted from the area of ​​the cell walls., With atra key, Techniques, The stake, Typical main channel, surface, Indented, Tendons, Step to, Perforated., Bands, resistance, Of union, hours, Similar geoweb, Nonwoven, resistance, Atra key, Similary, Dimensions levels in meters. For dimensions see design drawings, Issued for construction, nov, Amec, Amec, Flat issued for construction, sea, Amec, Amec, Flat issued for construction, apr, Plans for execution, Rev .:, …………………………………., Approved, …………………………………., date:, …………………………………., Rev., flat, Inst geoweb.dwg, Customer plan, area, scale, draft, activity, engineering manager, Chief of discipline, check, design, drawing, item, flat, Reference planes, references, description, Rev., date, drawing, design, check, discipline, engineering, draft, boss, manager, project manager

Raw text data extracted from CAD file:

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 NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 \A1;0.6 \A1;1.3 \A1;0.5 \A1;B \A1;H \A1;Y \A1;0.50 \A1;0.508 \A1;0.075 \A1;475 mm \A1;508 mm \A1;75 mm +/- 5% \A1;500 mm REV. PLANO N° MINSUR S.A. C:\Users\wladimir\Desktop\Detalle Inst GeoWeb.dwg PLANO N° CLIENTE AREA ESCALA N° PROYECTO ACTIVIDAD N° GERENTE DE INGENIERIA JEFE DE DISCIPLINA CHEQUEO DISEÑO DIBUJO ITEM N° PLANO PLANOS DE REFERENCIA REFERENCIAS DESCRIPCION REV. FECHA DIBUJO DISEÑO CHEQUEO DISCIPLINA INGENIERIA PROYECTO JEFE GERENTE GERENTE GERENTE DE PROYECTO A A PLANOS PARA EJECUCION REV.: ........................................ APROB.: ........................................ FECHA: ........................................ 06-ABR.-2012 EJE TORRE PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 10.00000000000000 10.00000000000000 10.00000000000000 3.737916441381038E+005 9.704896732827798E+006 200.0000000000000 0.000000000000000 71.12844387493615 LEFT PEGLT PEGRT PDGL PDGR EJE TORRE 0.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 25.000000 30.000000 193.000000 0.000000 EJE TORRE 5.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 25.000000 31.000000 193.000000 0.000000 EJE TORRE 10.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 25.000000 31.000000 194.000000 0.000000 EJE TORRE 15.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 25.000000 31.000000 195.000000 0.000000 EJE TORRE 20.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 25.000000 31.000000 197.000000 0.000000 EJE TORRE 25.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 29.000000 200.000000 0.000000 EJE TORRE 30.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 27.000000 202.000000 0.000000 EJE TORRE 35.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 27.000000 202.000000 0.000000 EJE TORRE 40.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 25.000000 28.000000 201.000000 0.000000 EJE TORRE 45.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 25.000000 28.000000 201.000000 0.000000 EJE TORRE 50.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 25.000000 28.000000 200.000000 0.000000 EJE TORRE 55.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 28.000000 199.000000 0.000000 EJE TORRE 60.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 28.000000 198.000000 0.000000 EJE TORRE 65.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 29.000000 196.000000 0.000000 EJE TORRE 70.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 29.000000 196.000000 0.000000 EJE TORRE 71.127444 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 29.000000 196.000000 0.000000 EJE TORRE 18 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 10.00000000000000 10.00000000000000 10.00000000000000 3.720718699558342E+005 9.702829195493139E+006 225.0000000000000 0.000000000000000 68.49502499610585 LEFT PEGLT PEGRT PDGL PDGR EJE TORRE 18 0.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 23.000000 219.000000 0.000000 EJE TORRE 18 5.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 23.000000 219.000000 0.000000 EJE TORRE 18 10.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 22.000000 219.000000 0.000000 EJE TORRE 18 15.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 23.000000 220.000000 0.000000 EJE TORRE 18 20.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 35.000000 24.000000 220.000000 0.000000 EJE TORRE 18 25.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 35.000000 25.000000 220.000000 0.000000 EJE TORRE 18 30.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 35.000000 24.000000 220.000000 0.000000 EJE TORRE 18 35.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 24.000000 220.000000 0.000000 EJE TORRE 18 40.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 24.000000 220.000000 0.000000 EJE TORRE 18 45.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 25.000000 219.000000 0.000000 EJE TORRE 18 50.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 24.000000 219.000000 0.000000 EJE TORRE 18 55.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 26.000000 218.000000 0.000000 EJE TORRE 18 60.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 27.000000 217.000000 0.000000 EJE TORRE 18 65.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 27.000000 217.000000 0.000000 EJE TORRE 18 68.494025 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 27.000000 217.000000 0.000000 Fo. Co. 12.7mm Clip Atra : 1.52mm ± 0.15mm (ASTM D-5199) : 0.935 - 0.965 g/cm3 (ASTM D-1505) : Polietileno de Alta Densidad. : GW40V3 O SIMILAR tensiones y restricción de geoweb ó similar. : Dos brazos para transferencia de : Superficie texturada y perforada color negro y paso para tendones : 12.7mm : Polietileno. : 3000 hrs (ASTM D-1693). : 50mm aprox. : 1.5%-2% negro de humo. : 75 mm : 95 kg (ASTM D-2990). : 475mm x 508mm : CLASE 2 ESPECIFICACIONES GEOWEB TIPO POR EXPOSICION AL MEDIO TIPO RESIST. AL AGRIETAMIENTO AMBIENTE GEOTEXTIL DE FILTRO (*) CLIP ATRA DETALLE ALTURA ABERTURA PARA ESTACA CARACTERISTICAS ESTABILIZADOR BANDA 100mm@10,000 Horas TIPO ALTURA TEXTURADA DENSIDAD ESPESOR DE PARED DIMENSIONES (A x L) MATERIAL RESIST. UNIONES a LARGO PLAZO 5 5 5 B H Y \A1;BORDE INFERIOR BASE DEL CANAL \A1;BORDE INFERIOR BASE DEL CANAL \A1;GEOWEB Ó SIMILAR + Relleno DETALLE DE GEOWEB Ó SIMILAR 1 1 \A1;Atra Clip + Estaca \W6.76954; \A1;Geotextil no tejido \W6.76954; \A1;Clase 2 \W2.33675; \A1;Relleno \A1;GEOWEB Ó SIMILAR 0.075 0.50 0.508 PROPIEDADES DEL TEXTURADO Y PERFORADO DEL GEOWEB O SIMILAR Descripción: Texturaciones romboidales (forma de diamante). Densidad superficial 22-31 texturaciones por cm2. Espesor de faja incluyendo texturado 1.52mm±0.15mm ASTM D5199. Perforaciones de 10mm en hileras. Separación horizontal entre centros 19mm. Separación vertical entre centros 12mm. Capacidad: Las fajas de polietileno estarán texturadas y perforadas en forma tal que el ángulo de fricción máximo de la arena silícea #40 con 100% de densidad relativa no sea mayor del 85% del ángulo de fricción máximo de la arena silícea aislada, ensayada con el método del corte directo bajo norma ASTM D5321. Las perforaciones restarán 16% ±1% del área de las paredes de la celdas. \A1;\W0.9;\LDETALLE DE UNIÓN CON ATRA KEY \A1;\W0.9;\LESPECIFICACIONES TÉCNICAS \A1;\W0.9;\LCLIP ATRA + ESTACA (500mm) \A1;\W0.9;\LSECCIÓN TÍPICA CANAL PRINCIPAL S/E Superficie indentado Tendones Paso para perforadas. Bandas Resistencia de unión a las 10,000 horas 475 mm 508 mm GW40V3 75 mm +/- 5% \A1;\W0.9;\LVISTA DEL GEOWEB O SIMILAR 500 mm \A1;Geotextil no tejido \A1;(Clase 2) RESISTENCIA ATRA KEY : 1.20 KN O SIMILAR \LNOTAS: 1. DIMENSIONES Y NIVELES EN METROS. 2. PARA LAS DIMENSIONES "H, B y Y", VER LOS PLANOS DE DISEÑO A1-168611-0000-C-0123 Y A1-168611-0000-C-0124. HV EMITIDO PARA CONSTRUCCION NOV 11 0 AMEC AMEC LP LP AMEC HV PLANO EMITIDO PARA CONSTRUCCION MAR 12 1 AMEC AMEC LP LP AMEC HV PLANO EMITIDO PARA CONSTRUCCION ABR 12 2 PLANOS PARA EJECUCION REV.: ........................................ APROB.: ........................................ FECHA: ........................................ REV. PLANO N° C:\Users\wladimir\Desktop\Detalle Inst GeoWeb.dwg PLANO N° CLIENTE AREA ESCALA N° PROYECTO ACTIVIDAD N° GERENTE DE INGENIERIA JEFE DE DISCIPLINA CHEQUEO DISEÑO DIBUJO ITEM N° PLANO PLANOS DE REFERENCIA REFERENCIAS DESCRIPCION REV. FECHA DIBUJO DISEÑO CHEQUEO DISCIPLINA INGENIERIA PROYECTO JEFE GERENTE GERENTE GERENTE DE PROYECTO A

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

yam, Pbase, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, yam, Xfg, Xeg, Xfgt, Xegt, Xgrid, Xgridt, Rev., flat, Minsur s.a., Inst geoweb.dwg, Customer plan, area, scale, draft, activity, engineering manager, Chief of discipline, check, design, drawing, item, flat, Reference planes, references, description, Rev., date, drawing, design, check, discipline, engineering, draft, boss, manager, project manager, Plans for execution, Rev .:, …………………………………., Approved, …………………………………., date:, …………………………………., Tower shaft, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Tower shaft, Xfg, Xeg, Xgrid, Xgridt, Fo. co., Clip atra, high density polyethylene., Similary, Similar geoweb constraint tensions., Two arms for transfer of, Perforated textured surface, Black color for tendons, polyethylene., Hrs, Approx., lampblack., class, Specifications, Geoweb, kind, By exposure to the environment, kind, Resist. To cracking, environment, Filter geotextile, Clip atra, detail, height, Stake opening, characteristics, stabilizer, Band hours, kind, height, Textured, density, Wall thickness, dimensions, material, Resist. Long-term partnerships, Bottom of the channel, Similar stuffing, Similar geoweb detail, Clip stake, Nonwoven, Similary, Properties of the perforated texture of the geoweb similar description: surface-density rhomboid textures textured by thickness of strip including textured astm perforations in rows. Horizontal spacing between centers vertical spacing between centers capacity: the polyethylene girdles shall be perforated in such a way that the maximum friction angle of the siliceous sand with a relative density is not greater than that of the maximum friction angle of the siliceous sand tested with Direct cutting method under norm astm the perforations will be subtracted from the area of ​​the cell walls., With atra key, Techniques, The stake, Typical main channel, surface, Indented, Tendons, Step to, Perforated., Bands, resistance, Of union, hours, Similar geoweb, Nonwoven, resistance, Atra key, Similary, Dimensions levels in meters. For dimensions see design drawings, Issued for construction, nov, Amec, Amec, Flat issued for construction, sea, Amec, Amec, Flat issued for construction, apr, Plans for execution, Rev .:, …………………………………., Approved, …………………………………., date:, …………………………………., Rev., flat, Inst geoweb.dwg, Customer plan, area, scale, draft, activity, engineering manager, Chief of discipline, check, design, drawing, item, flat, Reference planes, references, description, Rev., date, drawing, design, check, discipline, engineering, draft, boss, manager, project manager

Raw text data extracted from CAD file:

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 NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 \A1;0.6 \A1;1.3 \A1;0.5 \A1;B \A1;H \A1;Y \A1;0.50 \A1;0.508 \A1;0.075 \A1;475 mm \A1;508 mm \A1;75 mm +/- 5% \A1;500 mm REV. PLANO N° MINSUR S.A. C:\Users\wladimir\Desktop\Detalle Inst GeoWeb.dwg PLANO N° CLIENTE AREA ESCALA N° PROYECTO ACTIVIDAD N° GERENTE DE INGENIERIA JEFE DE DISCIPLINA CHEQUEO DISEÑO DIBUJO ITEM N° PLANO PLANOS DE REFERENCIA REFERENCIAS DESCRIPCION REV. FECHA DIBUJO DISEÑO CHEQUEO DISCIPLINA INGENIERIA PROYECTO JEFE GERENTE GERENTE GERENTE DE PROYECTO A A PLANOS PARA EJECUCION REV.: ........................................ APROB.: ........................................ FECHA: ........................................ 06-ABR.-2012 EJE TORRE PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 10.00000000000000 10.00000000000000 10.00000000000000 3.737916441381038E+005 9.704896732827798E+006 200.0000000000000 0.000000000000000 71.12844387493615 LEFT PEGLT PEGRT PDGL PDGR EJE TORRE 0.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 25.000000 30.000000 193.000000 0.000000 EJE TORRE 5.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 25.000000 31.000000 193.000000 0.000000 EJE TORRE 10.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 25.000000 31.000000 194.000000 0.000000 EJE TORRE 15.000000 XFG XEG XGRID XGRIDT 3 2 30.000000 25.000000 31.000000 195.000000 0.000000 EJE TORRE 20.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 25.000000 31.000000 197.000000 0.000000 EJE TORRE 25.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 29.000000 200.000000 0.000000 EJE TORRE 30.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 27.000000 202.000000 0.000000 EJE TORRE 35.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 27.000000 202.000000 0.000000 EJE TORRE 40.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 25.000000 28.000000 201.000000 0.000000 EJE TORRE 45.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 25.000000 28.000000 201.000000 0.000000 EJE TORRE 50.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 25.000000 28.000000 200.000000 0.000000 EJE TORRE 55.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 28.000000 199.000000 0.000000 EJE TORRE 60.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 28.000000 198.000000 0.000000 EJE TORRE 65.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 29.000000 196.000000 0.000000 EJE TORRE 70.000000 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 29.000000 196.000000 0.000000 EJE TORRE 71.127444 XFG XEG XGRID XGRIDT 3 2 35.000000 20.000000 29.000000 196.000000 0.000000 EJE TORRE 18 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 10.00000000000000 10.00000000000000 10.00000000000000 3.720718699558342E+005 9.702829195493139E+006 225.0000000000000 0.000000000000000 68.49502499610585 LEFT PEGLT PEGRT PDGL PDGR EJE TORRE 18 0.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 23.000000 219.000000 0.000000 EJE TORRE 18 5.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 23.000000 219.000000 0.000000 EJE TORRE 18 10.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 22.000000 219.000000 0.000000 EJE TORRE 18 15.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 23.000000 220.000000 0.000000 EJE TORRE 18 20.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 35.000000 24.000000 220.000000 0.000000 EJE TORRE 18 25.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 35.000000 25.000000 220.000000 0.000000 EJE TORRE 18 30.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 35.000000 24.000000 220.000000 0.000000 EJE TORRE 18 35.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 24.000000 220.000000 0.000000 EJE TORRE 18 40.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 24.000000 220.000000 0.000000 EJE TORRE 18 45.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 25.000000 219.000000 0.000000 EJE TORRE 18 50.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 24.000000 219.000000 0.000000 EJE TORRE 18 55.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 30.000000 26.000000 218.000000 0.000000 EJE TORRE 18 60.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 27.000000 217.000000 0.000000 EJE TORRE 18 65.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 27.000000 217.000000 0.000000 EJE TORRE 18 68.494025 XFG XEG XGRID XGRIDT 3 2 20.000000 30.000000 27.000000 217.000000 0.000000 Fo. Co. 12.7mm Clip Atra : 1.52mm ± 0.15mm (ASTM D-5199) : 0.935 - 0.965 g/cm3 (ASTM D-1505) : Polietileno de Alta Densidad. : GW40V3 O SIMILAR tensiones y restricción de geoweb ó similar. : Dos brazos para transferencia de : Superficie texturada y perforada color negro y paso para tendones : 12.7mm : Polietileno. : 3000 hrs (ASTM D-1693). : 50mm aprox. : 1.5%-2% negro de humo. : 75 mm : 95 kg (ASTM D-2990). : 475mm x 508mm : CLASE 2 ESPECIFICACIONES GEOWEB TIPO POR EXPOSICION AL MEDIO TIPO RESIST. AL AGRIETAMIENTO AMBIENTE GEOTEXTIL DE FILTRO (*) CLIP ATRA DETALLE ALTURA ABERTURA PARA ESTACA CARACTERISTICAS ESTABILIZADOR BANDA 100mm@10,000 Horas TIPO ALTURA TEXTURADA DENSIDAD ESPESOR DE PARED DIMENSIONES (A x L) MATERIAL RESIST. UNIONES a LARGO PLAZO 5 5 5 B H Y \A1;BORDE INFERIOR BASE DEL CANAL \A1;BORDE INFERIOR BASE DEL CANAL \A1;GEOWEB Ó SIMILAR + Relleno DETALLE DE GEOWEB Ó SIMILAR 1 1 \A1;Atra Clip + Estaca \W6.76954; \A1;Geotextil no tejido \W6.76954; \A1;Clase 2 \W2.33675; \A1;Relleno \A1;GEOWEB Ó SIMILAR 0.075 0.50 0.508 PROPIEDADES DEL TEXTURADO Y PERFORADO DEL GEOWEB O SIMILAR Descripción: Texturaciones romboidales (forma de diamante). Densidad superficial 22-31 texturaciones por cm2. Espesor de faja incluyendo texturado 1.52mm±0.15mm ASTM D5199. Perforaciones de 10mm en hileras. Separación horizontal entre centros 19mm. Separación vertical entre centros 12mm. Capacidad: Las fajas de polietileno estarán texturadas y perforadas en forma tal que el ángulo de fricción máximo de la arena silícea #40 con 100% de densidad relativa no sea mayor del 85% del ángulo de fricción máximo de la arena silícea aislada, ensayada con el método del corte directo bajo norma ASTM D5321. Las perforaciones restarán 16% ±1% del área de las paredes de la celdas. \A1;\W0.9;\LDETALLE DE UNIÓN CON ATRA KEY \A1;\W0.9;\LESPECIFICACIONES TÉCNICAS \A1;\W0.9;\LCLIP ATRA + ESTACA (500mm) \A1;\W0.9;\LSECCIÓN TÍPICA CANAL PRINCIPAL S/E Superficie indentado Tendones Paso para perforadas. Bandas Resistencia de unión a las 10,000 horas 475 mm 508 mm GW40V3 75 mm +/- 5% \A1;\W0.9;\LVISTA DEL GEOWEB O SIMILAR 500 mm \A1;Geotextil no tejido \A1;(Clase 2) RESISTENCIA ATRA KEY : 1.20 KN O SIMILAR \LNOTAS: 1. DIMENSIONES Y NIVELES EN METROS. 2. PARA LAS DIMENSIONES "H, B y Y", VER LOS PLANOS DE DISEÑO A1-168611-0000-C-0123 Y A1-168611-0000-C-0124. HV EMITIDO PARA CONSTRUCCION NOV 11 0 AMEC AMEC LP LP AMEC HV PLANO EMITIDO PARA CONSTRUCCION MAR 12 1 AMEC AMEC LP LP AMEC HV PLANO EMITIDO PARA CONSTRUCCION ABR 12 2 PLANOS PARA EJECUCION REV.: ........................................ APROB.: ........................................ FECHA: ........................................ REV. PLANO N° C:\Users\wladimir\Desktop\Detalle Inst GeoWeb.dwg PLANO N° CLIENTE AREA ESCALA N° PROYECTO ACTIVIDAD N° GERENTE DE INGENIERIA JEFE DE DISCIPLINA CHEQUEO DISEÑO DIBUJO ITEM N° PLANO PLANOS DE REFERENCIA REFERENCIAS DESCRIPCION REV. FECHA DIBUJO DISEÑO CHEQUEO DISCIPLINA INGENIERIA PROYECTO JEFE GERENTE GERENTE GERENTE DE PROYECTO A

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
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File Type	dwg
Materials	Other
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Footprint Area
Building Features	Car Parking Lot
Tags	autocad, channels, DETAIL, DWG, installation, kläranlage, treatment plant