Establishment Of Collectors DWG Block for AutoCAD

Location of collectors

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

Current foundation for uniform dry terrain, Compact protor trench bottom normal protor, natural ground, Pavement, Manually or mechanically finished lower face, Foundation for rocky terrain or hard lands, Min., natural ground, Pavement, Material of the trench very well compacted in several after clean compact clumps of roots. Between the normal proctor assay between the normal proctor assay, Sand that must pass in the sieve be retained in the exempt of very well compacted of the trial proctor, Compacted material in layers of cm by manual or mechanical processes, Settling of collectors

Raw text data extracted from CAD file:

\A1;H \A1;0.30 \A1;MIN. 0.20 \A1;H \A1;90° \A1;0.30 H FUNDAÇÃO CORRENTE PARA TERRENOS SECOS E UNIFORMES 5 FUNDO DA VALA COMPACTA A 95% DO ENSAIO PROTOR NORMAL 0.30 (a TERRENO NATURAL PAVIMENTO H FACE INFERIOR ACABADA MANUAL OU MECÂNICAMENTE FUNDAÇÃO PARA TERRENOS HUMIDOS, ROCHOSOS OU TERRAS DURAS (b 180° 0.30 MIN. 0.20 TERRENO NATURAL PAVIMENTO MATERIAL DA PROPIA VALA MUITO BEM COMPACTADA EM VARIAS CAMADAS, DEPOIS DE LIMPO DE PEDRAS, TORRÕES COMPACTOS E RAIZES. a) -COMPACTAÇÃO ENTRE 85% E 100% DO ENSAIO PROCTOR NORMAL b) -COMPACTAÇÃO ENTRE 95% E 100% DO ENSAIO PROCTOR NORMAL AREIA QUE DEVE PASSAR NO PENEIRO 1/2″ E SER RETIDA NO Nº4 ASTM, ISENTA DE ARGILAS, MUITO BEM COMPACTADA (95% A 100% DO ENSAIO PROCTOR NORMAL) MATERIAL DA PROPIA VALA, COMPACTADO EM CAMADAS DE 15 A 25 CM POR PROCESSOS MANUAIS OU MECÂNICOS H³1.40m ASSENTAMENTO DE COLECTORES