Manholes And Drains, Sewer System, Villa El Carmen, Bolivia DWG Block for AutoCAD

Sewerage System Villa El Carmen

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

Esc., Cut c ‘esc., T.f.g., Holes, Duct of, Profile cm, Bolts, license plate, Anchor mensula, Cut b ‘, Hatch cover frames iron, Chamber of esc. Esc., Removable basket, grid, Duct of, Pumping frame, grid, T. C., Basket, grid, Stairs, Cut to ‘, Hoao duct, support for, Roof slab esc., Slab bottom esc., Slab hatch, Columns esc., column, hatch, Hatch beam, chain, Hatch beams. Esc., see detail, Bridge crane, beam, Plant esc., Waterproofing, Bridge crane profile, Gate s, ventilation, Similar lowara submersible pumps, Cut b ‘, hatch, Columns of, Bridge crane cm, metallic fence, Processing facilities, T.fg. Mm, Submersible pumps, screen, Plaster, Guides, ventilation, Cut to ‘esc., Clamping chains, Esc., Similar armor, hatch, plant, Metal plate sujesion metal beam, .detalle mensula esc., Bridge crane esc., Profile cm, Bolts, license plate, Anchor mensula, Sanitary sewer system villa el carmen, surveyor:, drawing:, flat:, design:, date:, management:, sheet:, scale:, draft:, Carcamo pumping chamber, Indicated, sewerage, sanitary, Idv, June

Raw text data extracted from CAD file:

0.1m 0.4m 0.1m 0.15m 1m 0.1m 0.35m 0.1m 0.05m 0.15m 0.2m 0.4m 1.5m 1m 0.2m 0.2m 0.3m 0.1m \A1;0.15m \A1;0.45m \A1;0.3m \A1;0.45m \A1;0.15m \A1;0.1m \A1;0.1m 0.40 0.2m 0.25m 1.75m 1.75m 0.25m 0.2m 1 ø 6 C/14 2 ø 6 C/14 1 ø 6 C/14 2 ø 6 C/14 3 ø 6 C/14 4 E ø 6 C/20 2 2 ø 12 3 S 1ø 12 \A1;0.1m \A1;0.3m \A1;2.00 m \A1;0.1m \A1;0.3m 1 3 ø 12 2 2 ø 12 3 3 ø 12 1 3 ø 12 2 2 ø 12 3 3 ø 12 4 E ø 6 C/12 2 2 ø 12 4 E ø 6 C/12 1 3 ø 12 1 3 ø 12 0.25m 0.25m 2 2 ø 12 4 E ø 6 C/20 2 2 ø 12 4 E ø 6 C/20 4 E ø 6 C/20 3 S 1ø 12 4 E ø 6 C/20 4 E ø 6 C/20 3 S 1ø 12 2 2 ø 12 ___ . CADENA . ___ ESC. 1:50 – 1:10 0.1m 0.3m \A1;2.00 m 0.1m 0.6m 0.3m 0.8m 0.5m 0.25m 0.25m 1.45m 0.6m 1.45m 0.25m 4m \A1;0.2m \A1;0.25m \A1;1.75m 1.75m 0.25m 0.2m \A1;0.2m \A1;0.3m 0.6m 0.1m 2.3m 0.1m 0.25m 0.25m \A1;4m 0.4m 0.8m 0.1m 1.2m 1.7m B’ A ___ . CORTE C – C’ . ___ ESC. 1:50 B A’ T.F.G. ø 150mm 3 ORIFICIOS 20 x 30 DUCTO DE H° A° 4 E ø 6 c/12 4 E ø 6 c/12 6 E ø 6 c/10 0.12m 0.101m 1″ 5 5 PERFIL I 10 x 12 x 1 cm 2 PERNOS ø 10mm PLACA 15 x 25 x 1cm ANCLAJE A MENSULA ø 10mm \A1;0.25m \A1;0.25m \A1;0.1m \A1;1m \A1;0.1m \A1;0.15m \A1;0.15m \A1;0.15m \A1;0.3m \A1;0.6m \A1;0.3m \A1;0.15m \A1;1.5m \A1;1.5m \A1;0.1m \A1;0.1m \A1;0.4m \A1;0.1m \A1;0.2m \A1;0.15m \A1;0.12m \A1;0.101m \A1;0.2m \A1;0.2m ____ . CORTE B – B’ . ____ B’ TAPA DE ESCOTILLA MARCOS L 1 1/2″ x 1/8″ PLANCHA e = 1/8″ ____ . CAMARA DE REJAS . ____ ESC. 1:20 i = 2% i = 2% CANASTILLO REMOVIBLE REJA B DUCTO DE H° A° CARCAMO DE BOMBEO REJA A T. C. 6″ A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CANASTILLO REJA B REJA A 45° ESCALINES 3.40m 5 TC ø 6″ ____ . CORTE A – A’ . ____ DUCTO HoAo ø 0.35 m 4.00m 5 5 5 5 5 5 5 5 5 3.00 m 3.80 m APOYO L 1 1/2″ x 1/8″ 0.30 0.20m ___ . LOSA DE TECHO (e= 0.10 cm). ___ ESC. 1:50 LOSA DE FONDO (e= 0.25 cm) ESC. 1:50 ___ . LOSA ESCOTILLA (e= 0.10 cm). ___ ESC. 1:50 ___ . COLUMNAS . ___ ESC. 1:50 – 1:10 1 ø 8 C/15 2 ø 8 C/15 2 ø 8 C/15 5 5 5 5 5 5 1 ø 6 C/20 1 ø 6 C/20 2 S ø 6 C/20 2 S ø 6 C/20 Columna 20 x20 3 ø 6 C/14 4 ø 6 C/14 4 ø 6 C/14 ESCOTILLA VIGA ESCOTILLA 20 x 40 0.40m 1 3 ø 12 5 5 2.00 m 5 5 CADENA 25 0.40m 1 3 ø 12 0.40m 1 3 ø 12 ___ . VIGAS ESCOTILLA. ___ ESC. 1:50 – 1:25 1 3 ø 12 4 E ø 6 C/18 3 2 ø 12 0.40m 1 – 1 1 2 ø 12 2 2 ø 12 VER DETALLE 1 1′ MENSULA DE PUENTE GRUA 1 2 ø 12 VIGA 25 x 20 3 2 ø 12 2 2 ø 12 0.20m 0.20m 1 ø 8 C/15 0.20m 0.20m 4 E ø 6 C/12 0.70 m ___ . PLANTA . ___ ESC. 1:50 8.05m 5 5 2.00 m 5 5 3.10m 5 5 5 5 IMPERMEABILIZACION PUENTE GRUA PERFIL \lI 6″ x 1″ PUERTA REJA VANO 2.1 X2.00 m MARCO L 1 1/2” X 1/8” BARRAS D=10mm ARRIOSTRADAS VENTILACION BOMBAS SUMERGIBLES MODELO LOWARA O SIMILAR 5 5 5 5 5 5 ___ . CORTE B – B’ . ___ 5 5 5 5 5 5 ESCOTILLA COLUMNAS DE H° A° 0.20 x 0.20 5 5 5 5 5 5 5 5 5 5 5 PUENTE GRUA PEFIL\l I 10 x 12 x 1 cm REJA METALICA A PLANTA DE TRATAMIENTO T.FG. ø 150 mm 2 BOMBAS SUMERGIBLES C C’ PANTALLA REVOQUE ENLUCIDO GUIAS VENTILACION 0.20 x 0.60 ___ . CORTE A – A’ . ___ ESC. 1:50 5 5 5 CADENAS DE SUJECION 0.10 m 0.50 m 0.25m 4.20 m 5 5 ___ . CILINDRO . ___ ESC. 1:25 D M ø 8C/15 D M ø 8C/10 1 2 D M ø 8C/15 5 ø 8C/15 3 4 D M ø 8C/15 ARMADURA SIMILAR 0.20 m 0.20 m A’ 5 5 5 5 5 5 5 5 5 5 ESCOTILLA ___ . PLANTA . ___ 5 5 5 5 5 5 5 5 PLACA DE METAL SUJESION VIGA METALICA 5 3 ø 12 3 ø 12 2 ø 12 3 ø 12 ___ .DETALLE MENSULA . ___ ESC. 1:10 0.20 ___ . PUENTE GRUA . ___ ESC. 1:10 1″ 5 5 PERFIL H 10 x 12 x 1 cm 2 PERNOS ø 10mm PLACA 15 x 25 x 1cm ANCLAJE A MENSULA ø 10mm 5 5 SISTEMA DE ALCANTARILLADO SANITARIO VILLA EL CARMEN TOPOGRAFO: DIBUJO: PLANO: DISEÑO: FECHA: GESTION: LAMINA: ESCALA: PROYECTO: CAMARA DE REJAS Y CARCAMO DE BOMBEO INDICADA 8 de 10 ALCANTARILLADO SANITARIO “VILLA CARMEN” IDV Junio 2010