Sewage Type Ii DWG Block for AutoCAD

TYPE II FOR SEWAGE TROCHA carrozable WITH WIDE 4M WITH STONE mapostería

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

Concrete e.g., Tread surface, Filling min., Stuffed with, Own material, Reinforced concrete slab, Concrete floor wall p.g., Nozzle, Stuffed with own material, Large stone concrete, scale, scale, Of steel in slab, Faith of m., Type ii

Raw text data extracted from CAD file:

0 00 .71 .20 4.50 .20 .50 .30 1.00 .30 1.01 1.00 1.01 .70 .18 .82 .30 .70 1.00 .30 2.50 .50 .54 .85 1.00 .30 .20 1.00 .30 .30 1.00 .30 1.60 .20 4.50 .20 .20 45° 1.20 .50 .50 .50 B B Ø1/2″@0.20 \LCORTE A – A Concreto 140 + 30% P.G. Superficie de Rodadura Relleno min. 0.30 Ø1/2″@0.20 h Relleno con material propio LOSA DE CONCRETO ARMADO F’c=210 Kg/Cm2 MURO Y PISO DE CONCRETO 1:10 + 30% P.G. 5 5 5 5 5 5 5 A A \A1;PISO EMBOQUILLADO Relleno con material propio \LCORTE B – B Ø1/2″@0.20 Ø1/2″@0.20 S>2% Concreto 140 + 30% de Piedra Grande 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 ESCALA : 1/50 5 5 5 5 5 5 5 5 5 5 5 \W4.48797; \LPLANTA ESCALA : 1/50 \LDETALLE DE ACERO EN LOSA Fe de 1/2″ @ 0.20 m. Fe de 1/2″ @ 0.20 m. \LALCANTARILLA TIPO II 5 5 5 5 5 5

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

Concrete e.g., Tread surface, Filling min., Stuffed with, Own material, Reinforced concrete slab, Concrete floor wall p.g., Nozzle, Stuffed with own material, Large stone concrete, scale, scale, Of steel in slab, Faith of m., Type ii

Raw text data extracted from CAD file:

0 00 .71 .20 4.50 .20 .50 .30 1.00 .30 1.01 1.00 1.01 .70 .18 .82 .30 .70 1.00 .30 2.50 .50 .54 .85 1.00 .30 .20 1.00 .30 .30 1.00 .30 1.60 .20 4.50 .20 .20 45° 1.20 .50 .50 .50 B B Ø1/2″@0.20 \LCORTE A – A Concreto 140 + 30% P.G. Superficie de Rodadura Relleno min. 0.30 Ø1/2″@0.20 h Relleno con material propio LOSA DE CONCRETO ARMADO F’c=210 Kg/Cm2 MURO Y PISO DE CONCRETO 1:10 + 30% P.G. 5 5 5 5 5 5 5 A A \A1;PISO EMBOQUILLADO Relleno con material propio \LCORTE B – B Ø1/2″@0.20 Ø1/2″@0.20 S>2% Concreto 140 + 30% de Piedra Grande 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 ESCALA : 1/50 5 5 5 5 5 5 5 5 5 5 5 \W4.48797; \LPLANTA ESCALA : 1/50 \LDETALLE DE ACERO EN LOSA Fe de 1/2″ @ 0.20 m. Fe de 1/2″ @ 0.20 m. \LALCANTARILLA TIPO II 5 5 5 5 5 5