Detail Dock DWG Detail for AutoCAD

DETAIL DOCK

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

maximum level of projected final reservoir, the. of the final crest of the tailings dam, foundations, surface of the. of final crest of the boot dam, waterproofing system of the ncd plant, access, river ladder, reinforced soil wall with, current terrain, reinforcement with geogrid

Raw text data extracted from CAD file:

W GV D H Y D O S W S D Y H WV TP D 5,00 4,352 msnm NIVEL DE EMBALSE 1RA ETAPA 4,360 msnm NIVEL MAXIMO DE EMBALSE FINAL PROYECTADO 4,361 msnm EL. DE CRESTA FINAL DEL DIQUE DE RELAVES CIMENTACION SUPERFICIE DE 2.5 1.0 1.7 1.0 4,353 msnm EL. DE CRESTA FINAL DEL DIQUE DE ARRANQUE 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00 260.00 VASO CON GEOMEMBRANA LLDPE 2mm SISTEMA DE IMPERMEABILIZACIÓN DEL 4325.00 4330.00 4335.00 4340.00 4345.00 4350.00 4355.00 4360.00 4365.00 4370.00 4,356 msnm NIVEL DE EMBALSE 2DA ETAPA 4,357 msnm EL. DE CRESTA 2DA ETAPA 1.0 4320.00 1.0 .30 1.5 1.0 2.0 4325.00 4330.00 4335.00 4340.00 4345.00 4350.00 4355.00 4360.00 4365.00 4370.00 4320.00 PLANTA NCD ACCESO RIO ESCALERA 5 GEOMALLA UNIAXIAL DE 120KN/m MURO DE SUELO REFORZADO CON TERRENO ACTUAL SUPERFICIE DE UNIAXIAL 80KN/m REFUERZO CON GEOMALLA UNIAXIAL DE 80KN/m REFUERZO CON GEOMALLA 2.0 1.0 2.5 1.0