Sewer Grates DWG Block for AutoCAD

Types of sewer

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

Detail of plant grid, Of lb., Hinges, Hinges, angle of, Profiles, Type iii #, Esc., Lbs rail, Detail of plant grid, Of lb., Hinges, Hinges, angle of, meeting, Soles c: h, cut, Drain drain, Profiles, Type ii #, Esc., Lbs rail, Hinges, Hinges, angle of, meeting, Soles c: h, cross section, cut, Drain drain, Detail of plant grid, Type nº, Esc., Storm drainage network, Section type, Of lb., Profiles, meeting, Structural detail, meeting, Sole, cross section, Esc., Storm drainage network, Section type, meeting, meeting, C: h, Soles c: h, meeting, Lbs rail

Raw text data extracted from CAD file:

0.30m 0.30m 0.15m 0.50 0.15m 0.05m 0.15m 0.60m 0.20m 0.60m 0.50 0.60m 0.2 0.5 0.15 0.05 0.15 0.4 0.15 0.30m 0.30m 0.15m 0.45m 0.15m 0.05m 0.15m 0.50m 0.20m 0.60m 0.45m 0.60m 0.25 0.25 \A1;.60 \A1;.20 \A1;.20 \A1;.20 \A1;.60 \A1;.30 \A1;.30 \A1;.20 \A1;.05 0.30m \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.80 \A1;0.15 \A1;0.05 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.1500 \A1;0.30 0.43 0.43 0.89 A DETALLE DE REJILLA – PLANTA 3″ x 3″ DE 30 lb. 0.3 6.40 0.18 0.18 0.58 0.68 m Fº BISAGRAS A 0.3 3″ X 3″ Fº BISAGRAS 0.82 ANGULO DE 3″ X 3″ X 1/4″ ANGULO DE 3″ x 3″ 3″ X 3″ X 1/4″ PERFILES ” I ” 0.89 0.89 0.89 0.89 0.89 0.82 0.82 0.82 0.82 0.82 TIPO III – Nº 07 ESC. 1/40 5 5 ø 1/2 @ 0.20 m ø 3/8 @ 0.20 m RIEL DE 30 LBS 5 0.50 5 5 5 5 5 5 0.50 F´C=175KG/CM2 0.43 0.43 0.79 A DETALLE DE REJILLA – PLANTA 2 1/2″ x 2 1/2″ DE 30 lb. 0.3 L 0.18 0.18 0.58 0.50 m Fº BISAGRAS A 0.3 2 1/2″ X 2 1/2″ Fº BISAGRAS 0.73 ANGULO DE 2 1/2″ X 2 1/2″ X 1/4″ ANGULO DE 2 1/2″ x 2 1/2″ 2 1/2″ X 2 1/2″ X 1/4″ 5 JUNTA 1″ SOLADO C:H 1:12 CORTE A-A DREN COLECTOR PERFILES ” I ” 0.79 0.79 0.79 0.73 0.73 0.73 TIPO II – Nº 03 ESC. 1/15 ESC. 1/15 5 5 5 5 5 5 5 D=3/8″ @ 0.25 D=3/8″ @ 0.25 5 5 ø 1/2 @ 0.25 m ø 3/8 @ 0.25 m RIEL DE 25 LBS 5 5 5 5 5 5 5 5 5 F´C=175KG/CM2 0.43 0.43 0.70 A 0.3 L 0.18 0.18 0.58 0,45 m Fº BISAGRAS A 0.3 2″ X 2″ Fº BISAGRAS 0.64 ANGULO DE 2″ X 2″ X 1/4″ ANGULO DE 2″ x 2″ 2″ X 2″ X 1/4″ 5 JUNTA 1″ SOLADO C:H 1:12 SOLADO C:H 1:12 SECCION TRANSVERSAL CORTE A-A DREN COLECTOR F´C=175KG/CM2 5 5 DETALLE DE REJILLA – PLANTA TIPO I – Nº 01, 02, 04, 06 ESC. 1/15 ESC. 1/15 ESC. 1/15 RED DE ALCANTARILLADO PLUVIAL SECCION TIPO 0.40 x 0.50 m 2 1/2″ x 2 1/2″ DE 25 lb. PERFILES ” I ” 0.70 0.70 0.64 0.64 JUNTA 1″ JUNTA 1″ DETALLE ESTRUCTURAL JUNTA 1″ JUNTA 1″ SOLADO SECCIÓN TRANSVERSAL F´C=175KG/CM2 ESC. 1/15 RED DE ALCANTARILLADO PLUVIAL SECCIÓN TIPO 0.60 x 0.60 m JUNTA 1″ d1/2″ @ 0.25 d1/2″ @ 0.25 5 5 5 5 5 5 5 5 5 d1/2″ @ 0.25 JUNTA 1″ C:H 1:12 5 F´C=175KG/CM2 SOLADO C:H 1:12 JUNTA 1″ RIEL DE 30 LBS ø 1/2 @ 0.20 m ø 3/8 @ 0.20 m 5 5 5 5 5 5 5 5 5 5 5