Purge Camera DWG Detail for AutoCAD

Purge camera of Ho Co – Details

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

level, note:, The cameras were designed without vehicular traffic. In case of construction on roadway,, Puller, Pvc pipe, gravel, To the broken sewer, Sanitary cover camara esc., Puller, Hinges, Puller, Pvc pipe, gravel, Pvc pipe, To the broken sewer, Sanitary cover camara esc., Puller, Hinges, Puller, Plant esc, Cut cut, Plant esc, Accessories sheet, Pza, Pvc adapter, Universal union fg, Hexagonal nipple fg, Bronze stopcock, Cant, Unid., description, Ref., code, Materials sheet, cement, Stone bolón, Common sand, gravel, Cant, Unid., description, code, Metric form, Cant, Unid., description, Pza, Interior plaster, Metal sanitary cover, Pza, Ref., Tee pvc, Pza, Accessories sheet, Pza, Pvc adapter, Universal union fg, Hexagonal nipple fg, Bronze stopcock, Cant, Unid., description, Ref., code, Materials sheet, cement, Stone bolón, Common sand, gravel, Cant, Unid., description, code, Metric form, Cant, Unid., description, Pza, Interior plaster, Metal sanitary cover, Pza, Ref., Tee pvc, Pza, Diam., Excavation for structures, Excavation for structure, padlock, Pza, padlock, Pza, note:, The cameras were designed without vehicular traffic. In case of construction on the roadway,, note:, The cameras were designed without vehicular traffic. In case of construction on the roadway,, Hoc, Bolivian republic, of the, code:, scale:, Plan n., reviewed:, date:, designer:, cartoonist:, Indicated, location:, Purge chamber, Of cyclopean concrete, To mm, Bolivian republic, of the, code:, scale:, Plan n., reviewed:, date:, designer:, cartoonist:, Indicated, location:, Purge chamber, Of cyclopean concrete, To mm

Raw text data extracted from CAD file:

NIVEL 2 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.90 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.90 \A1;0.05-0.10 \A1;0.80 \A1;0.50 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.90 \A1;0.80 \A1;0.05 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.40 \A1;0.65 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.40 \A1;0.70 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.05-0.10 \A1;0.53 \A1;0.53 \A1;0.03 \A1;0.47 \A1;0.03 \A1;0.47 \A1;0.03 \A1;0.40 \A1;0.03 \A1;0.03 \A1;0.47 \A1;0.70 \A1;0.03 \A1;0.12 NOTA: * LAS CÁMARAS FUERON DISEÑADAS SIN TRÁFICO \W5.41463; VEHICULAR. EN CASO DE CONSTRUIR EN CALZADA \W5.41463; DEBEN COLOCARSE TAPAS DE H°A° Jalador 5 5 5 5 Tubería PVC 8 1 2 4 3 1 3 6 A 5 5 5 5 9 Grava 0.05-0.10 5 5 8 5 5 5 Al alcantarillado o quebrada 3 4 1 2 1 5 A TAPA SANITARIA – CAMARA ESC. 1:10 0.80 0.80 5 5 5 5 5 Jalador Bisagras Bisagras Jalador 5 5 5 5 5 5 5 5 5 5 Tubería PVC 5 A 5 5 5 5 5 5 5 5 5 5 5 8 8 Grava 0.05-0.10 4 3 6 1 1 2 3 Tubería PVC Al alcantarillado o quebrada 3 4 1 2 1 A TAPA SANITARIA – CAMARA ESC. 1:10 0.53 0.53 5 5 5 5 5 Jalador Bisagras Bisagras Jalador 5 5 5 5 5 5 5 5 5 5 PLANTA ESC 1 : 10 CORTE A-A ESC 1 : 10 CORTE A-A ESC 1 : 10 PLANTA ESC 1 : 10 PLANILLA DE ACCESORIOS Pza Adaptador PVC E-40 Unión universal FG Niple hexagonal FG Llave de paso Bronce 1 CANT. UNID. DESCRIPCION REF. 2 3 4 CODIGO PLANILLA DE MATERIALES Kg m3 m3 m3 Cemento Piedra Bolón Arena común Grava CANT. UNID. DESCRIPCION CODIGO PLANILLA DE COMPUTOS METRICOS m3 CANT. UNID. DESCRIPCION 3.0 2.0 3.0 1.0 48 ET-MP-01 0.11 ET-MP-02-03-02 0.12 ET-MP-02-01 0.10 ET-MP-02-02 0.22 ET-CO-09-05 Pza Pza Pza m2 Revoque interior 1:3 1.54 ET-CO-12-01 Tapa Sanitaria metálica 1/8″ 5 1.0 Pza 8 REF. 9 Tee PVC 6 1.0 Pza PLANILLA DE ACCESORIOS Pza Adaptador PVC E-40 Unión universal FG Niple hexagonal FG Llave de paso Bronce 1 CANT. UNID. DESCRIPCION REF. 2 3 4 CODIGO PLANILLA DE MATERIALES Kg m3 m3 m3 Cemento Piedra Bolón Arena común Grava CANT. UNID. DESCRIPCION CODIGO PLANILLA DE COMPUTOS METRICOS m3 CANT. UNID. DESCRIPCION 3.0 2.0 3.0 1.0 84.93 ET-MP-01 0.18 ET-MP-02-03-02 0.21 ET-MP-02-01 0.17 ET-MP-02-02 0.36 ET-CO-09-05 Pza Pza Pza m2 Revoque interior 1:3 3.33 ET-CO-12-01 Tapa Sanitaria metálica 1/8″ 5 1.0 Pza 8 REF. 9 Tee PVC 6 1.0 Pza 7 7 7 7 9 DIAM. DIAM. m3 Excavación para estructuras 0.32 ET-CO-04-01-02 10 m3 Excavación para estructura 0.65 ET-CO-04-01-02 10 Candado 7 1.0 Pza Candado 7 1.0 Pza 25,38 y 50 75 y 100 m3 H°S° 0.002 11 m3 H°S° 0.002 11 7 11 7 11 ET-CO-09-01 NOTA: * LAS CÁMARAS FUERON DISEÑADAS SIN TRÁFICO \W5.41463; VEHICULAR. EN CASO DE CONSTRUIRSE EN CALZADA \W5.41463; DEBEN COLOCARSE TAPAS DE H°A° NOTA: * LAS CÁMARAS FUERON DISEÑADAS SIN TRÁFICO \W5.41463; VEHICULAR. EN CASO DE CONSTRUIRSE EN CALZADA \W5.41463; DEBEN COLOCARSE TAPAS DE H°A° HºCº 1:3:3; 50% P.D. HºCº 1:3:3; 50% P.D. REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: PLANO N. 2 DE 2 REVISADO: FECHA: PROYECTISTA: DIBUJANTE: INDICADA LOCALIDAD: CAMARA DE PURGA DE HORMIGON CICLOPEO PARA 75 Y 100 MM PL-AP-16-01 REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: ESCALA: PLANO N. 1 DE 2 REVISADO: FECHA: PROYECTISTA: DIBUJANTE: INDICADA LOCALIDAD: CAMARA DE PURGA DE HORMIGON CICLOPEO PARA 25, 38 Y 50 MM PL-AP-16-01