Culverts; Sink (Boca Wolf; Sink) DWG Block for AutoCAD

System to drain water through culverts. System dissipar to water through pitch black.

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

Descent of water, Steel ratio, ladder, steel, Diam, Unit, C.total, Steel summary, steel, Diam, C.total, total weight, Vol. Of total concrete, Total area, section, Esc, Steel ratio, steel, Diam, Unit, C.total, Steel summary, steel, Diam, C.total, total weight, Vol. Of total concrete, Total area, Marinated stone ballast, Detail structure sink, Esc, Sink detail, Esc, Soft brick cm, Cut bb wolf mouth esc., of concrete, Cm or block, Soft brick, Or block of, concrete, Plaster, cover, Spacing bars, Solid brick, lean concrete, Simple concrete, Cut to the mouth of wolf esc., Plaster, gutter, Half wire, cover, gutter, Half wire, Mesh mf, Cap esc., Special steel, Esc., Cap cut aa, Low plant wolf mouth esc., Half wire, Concrete beam, gutter, Half wire, Wolf mouth

Raw text data extracted from CAD file:

d 200mm C= 10.00 m 5 5 5 5 5 5 14.99999999998973 149.9999999998966 14.99999999998973 99.99999999954098 100.0000000002741 100.0000000000168 99.9999999997597 99.99999999988815 100.00000000066 399.9231012046673 999.9231012047684 01 02 03 04 05 06 Descida de Água \A1;94 \A1;104 \A1;20 \A1;94 \A1;104 \A1;20 \A1;15 \A1;150 \A1;15 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;400 \A1;1000 14 100 50 100 50 100 50 100 50 100 50 94 47 15 N3 ø8.0 c/10 C=905 14 14 100 50 100 50 100 50 100 50 100 50 66 15 N4 ø8.0 c/10 C=888 14 14 14 144 85 N1ø8.0 c/10 C=172 14 14 144 85 N2 ø8.0 c/10 C=172 RELAÇÃO DO AÇO ESCADA AÇO N DIAM Q UNIT C.TOTAL (cm) (cm) 60 1 5.0 172 85 14620 50 2 5.0 172 85 14620 3 8.0 15 905 13575 4 8.0 15 888 13320 RESUMO DO AÇO AÇO DIAM C.TOTAL PESO+10% (m) (kg) CA50 8.0 268.9 123.6 CA60 5.0 292.4 52.3 PESO TOTAL CA50 CA60 Vol. de concreto total (C-25) =3.16 m³ 123.6 52.3 Área de forma total = 32.40 m² 64 537 59 422 57 64 506 76 412 57 3 N2ø12.5 C=1115 3 N4ø12.5 C=1138 521 67 2 N3ø12.5 C=1005 417 SEÇÃO A-A ESC 1:25 15 9 94 63 N1 ø5.0 C=206 100 RELAÇÃO DO AÇO PAR01 PAR02 AÇO N DIAM Q UNIT C.TOTAL (cm) (cm) 60 1 5.0 63 206 25956 50 2 12.5 3 1115 6690 3 12.5 2 1005 4020 4 12.5 3 1138 6828 RESUMO DO AÇO AÇO DIAM C.TOTAL PESO+10% (m) (kg) CA50 12.5 175.2 196.6 CA60 5.0 259.4 46.43 PESO TOTAL CA50 CA60 Vol. de concreto total (C-25) =3.64 m³ Área de forma total = 55.22 m² PAR1=PAR2 (15 x 120) 541 34 N1 c/16 425 27 N1 c/16 196.6 46.4 Lastro de pedra maroada DETALHE ESTRUTURA – DISSIPADOR ESC 1:75 DETALHE – DISSIPADOR ESC 1:75 TIJOLO MACIO 15 cm CORTE BB BOCA DE LOBO – ESC. 1:20 150 > h > 100 \A1;.20 \A1;.20 DE CONCRETO 20 cm OU BLOCO TIJOLO MACIO OU BLOCO DE CONCRETO REBOCO 2cm 6 TAMPA BARRAS DE 12mm ESPAÇAMENTO DE 20mm TIJOLO MACIÇO 15cm CONCRETO MAGRO CONCRETO SIMPLES 20 CORTE AA BOCA DE LOBO – ESC. 1:20 20 5 5 d 20 REBOCO 2cm 14 SARJETA SARJETA 13 MEIO FIO 8 TAMPA 6 SARJETA MEIO FIO MALHA MF – 159 B TAMPA ( 50x100x6 ) – ESC. 1:10 \A1;50 AÇO ESPECIAL ESC. 1:20 CORTE AA DA TAMPA A PLANTA BAIXA BOCA DE LOBO – ESC. 1:20 \A1;25 B \A1;20 \A1;5 \A1;12 MEIO FIO \A1;7 \A1;5 A VIGA DE CONCRETO \A1;12 \A1;5 \A1;7 \A1;46 \A1;91 \A1;101 \A1;115 SARJETA MEIO FIO A BOCA DE LOBO d 20 A \A1;100