Well Sewer Inspection DWG Detail for AutoCAD

Details of Pozos inspection and reinforcing steel

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

cut, Waterproof concrete, Integral f’c, Poor concrete, Fc, Top plate, Bottom plate, Waterproof concrete, Integral f’c, variable, variable, Esc., Typical well plant, cut, Esc., Poor concrete, Fc, Top plate, Bottom plate, Typical well plant, Esc., variable, Waterproof concrete, Integral f’c, Reinforcement in court, Esc., variable, variable, top, Typical well plant, Esc., Esc., Typical well plant

Raw text data extracted from CAD file:

P M A D U I T A l c a n t a r i l l a d o S a n i t a r o S A M A P M A D U I T A l c a n t a r i l l a d o S a n i t a r o S A M A i \A1;67 \A1;r=30cm. \A1;r=60cm. 0,5 0,5 \A1;12 0,5 0,5 0,2 0,2 0,2 0,5 0,5 \A1;r=30cm. \A1;r=60cm. \A1;12 0,2 0,2 0,2 0,2 1 0,8 0,67 0,12 0,1 0,2 0,32 0,5 d 1.20 0,8 0,2 0,8 0,92 0,6 0,2 0,5 0,5 0,12 0,1 3,66 0,32 0,2 0,8 0,92 0,6 0,32 \A1;d 100 – 130 \A1;e\H0.025;1 e\H0.025;1 0,2 0,05 3,26 0,5 d 120 \A1;r=30cm. \A1;r=60cm. \A1;12 0,5 0,5 \A1;Variable 0,12 \A1;variable=Ex 0,8 \A1;r=30cm. \A1;r=60cm. 0,5 0,5 \A1;12 0,5 0,5 60° 135° 20 0,2 e\H0.025;1 e\H0.025;2 0,2 D\H0.025;2 e\H0.025;2 e\H0.025;2 0,2 0,2 0,2 0,2 B\H0.025;2 \A1;B\H0.025;1 D\H0.025;1 e\H0.025;1 e\H0.025;2 0,2 0,2 B\H0.025;1 D\H0.025;1 0,2 0,2 L\H0.025;3 L\H0.025;2 D\H0.025;2 e\H0.025;2 e\H0.025;2 0,2 0,2 L\H0.025;1 45° L\H0.025;4 B\H0.025;2 60 79.99729586212499 79.99729586212499 79.99729586212499 CORTE 1-1 79.99729586212499 Concreto Impermeabilzado Integral f’c = 245 Kg./cm2 Concreto Pobre f’c = 140 Kg./cm2 79.99729586212499 79.99729586212499 PLACA SUPERIOR PLACA INFERIOR Concreto Impermeabilzado Integral f’c = 245 Kg./cm2 79.99729586212499 variable H C D 1 L 1 e e D 2 = variable H x 20+e H TP 79.99729586212499 f’c=245 Kg./cm2 f’c=245 Kg./cm2 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 ESC. 1:25 ESC. 1:25 PLANTA TIPICA POZO T2 79.99729586212499 79.99729586212499 1 2 3 1 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 CORTE 1-1 ESC. 1:25 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 Concreto Pobre f’c = 140 Kg./cm2 79.99729586212499 79.99729586212499 79.99729586212499 PLACA SUPERIOR PLACA INFERIOR 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 3 2 79.99729586212499 2 3 79.99729586212499 79.99729586212499 PLANTA TIPICA POZO T2 ESC. 1:25 4 79.99729586212499 79.99729586212499 79.99729586212499 4 3 2 79.99729586212499 4 2 3 4 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 d 1.00-1.30 1 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 d 1.00-1.30 3 2 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 2 2 1 1 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 Variable Concreto Impermeabilzado Integral f’c = 245 Kg./cm2 79.99729586212499 1#3 a 25 (Circular) REFUERZO EN CORTE 4-4 ESC. 1:25 2#3 110 2#439E a 30 110 170 25 25 variable 10 1#5 a 30 1#5 a 30 variable 10 2#3 110 2#439E a 30 110 170 1#330 a 25 13#320E a 25 110 110 170 2#439E a 25 1#324 a 25 13#320E a 25 TAPA 5 r=30cm. r=60cm. 5 5 3 2 5 2 3 5 5 PLANTA TIPICA POZO T2 ESC. 1:25 4 3 2 2 3 4 L 1 L 2 D 2 D 1 B 1 B 2 e e 5 5 5 1 1 e 2 e 2 d 90 – 130 ESC. 1:25 PLANTA TIPICA POZO T2 5 5 1 2 3 1 r=30cm. r=60cm. 5 L 1 L 2 D 2 B 1 e 1 3 2 B 2 e 1 C 2 C 1 5 5 5 5 5 e e D 1 1 1 2 2 5

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

cut, Waterproof concrete, Integral f’c, Poor concrete, Fc, Top plate, Bottom plate, Waterproof concrete, Integral f’c, variable, variable, Esc., Typical well plant, cut, Esc., Poor concrete, Fc, Top plate, Bottom plate, Typical well plant, Esc., variable, Waterproof concrete, Integral f’c, Reinforcement in court, Esc., variable, variable, top, Typical well plant, Esc., Esc., Typical well plant

Raw text data extracted from CAD file:

P M A D U I T A l c a n t a r i l l a d o S a n i t a r o S A M A P M A D U I T A l c a n t a r i l l a d o S a n i t a r o S A M A i \A1;67 \A1;r=30cm. \A1;r=60cm. 0,5 0,5 \A1;12 0,5 0,5 0,2 0,2 0,2 0,5 0,5 \A1;r=30cm. \A1;r=60cm. \A1;12 0,2 0,2 0,2 0,2 1 0,8 0,67 0,12 0,1 0,2 0,32 0,5 d 1.20 0,8 0,2 0,8 0,92 0,6 0,2 0,5 0,5 0,12 0,1 3,66 0,32 0,2 0,8 0,92 0,6 0,32 \A1;d 100 – 130 \A1;e\H0.025;1 e\H0.025;1 0,2 0,05 3,26 0,5 d 120 \A1;r=30cm. \A1;r=60cm. \A1;12 0,5 0,5 \A1;Variable 0,12 \A1;variable=Ex 0,8 \A1;r=30cm. \A1;r=60cm. 0,5 0,5 \A1;12 0,5 0,5 60° 135° 20 0,2 e\H0.025;1 e\H0.025;2 0,2 D\H0.025;2 e\H0.025;2 e\H0.025;2 0,2 0,2 0,2 0,2 B\H0.025;2 \A1;B\H0.025;1 D\H0.025;1 e\H0.025;1 e\H0.025;2 0,2 0,2 B\H0.025;1 D\H0.025;1 0,2 0,2 L\H0.025;3 L\H0.025;2 D\H0.025;2 e\H0.025;2 e\H0.025;2 0,2 0,2 L\H0.025;1 45° L\H0.025;4 B\H0.025;2 60 79.99729586212499 79.99729586212499 79.99729586212499 CORTE 1-1 79.99729586212499 Concreto Impermeabilzado Integral f’c = 245 Kg./cm2 Concreto Pobre f’c = 140 Kg./cm2 79.99729586212499 79.99729586212499 PLACA SUPERIOR PLACA INFERIOR Concreto Impermeabilzado Integral f’c = 245 Kg./cm2 79.99729586212499 variable H C D 1 L 1 e e D 2 = variable H x 20+e H TP 79.99729586212499 f’c=245 Kg./cm2 f’c=245 Kg./cm2 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 ESC. 1:25 ESC. 1:25 PLANTA TIPICA POZO T2 79.99729586212499 79.99729586212499 1 2 3 1 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 CORTE 1-1 ESC. 1:25 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 Concreto Pobre f’c = 140 Kg./cm2 79.99729586212499 79.99729586212499 79.99729586212499 PLACA SUPERIOR PLACA INFERIOR 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 3 2 79.99729586212499 2 3 79.99729586212499 79.99729586212499 PLANTA TIPICA POZO T2 ESC. 1:25 4 79.99729586212499 79.99729586212499 79.99729586212499 4 3 2 79.99729586212499 4 2 3 4 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 d 1.00-1.30 1 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 d 1.00-1.30 3 2 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 2 2 1 1 79.99729586212499 79.99729586212499 79.99729586212499 79.99729586212499 Variable Concreto Impermeabilzado Integral f’c = 245 Kg./cm2 79.99729586212499 1#3 a 25 (Circular) REFUERZO EN CORTE 4-4 ESC. 1:25 2#3 110 2#439E a 30 110 170 25 25 variable 10 1#5 a 30 1#5 a 30 variable 10 2#3 110 2#439E a 30 110 170 1#330 a 25 13#320E a 25 110 110 170 2#439E a 25 1#324 a 25 13#320E a 25 TAPA 5 r=30cm. r=60cm. 5 5 3 2 5 2 3 5 5 PLANTA TIPICA POZO T2 ESC. 1:25 4 3 2 2 3 4 L 1 L 2 D 2 D 1 B 1 B 2 e e 5 5 5 1 1 e 2 e 2 d 90 – 130 ESC. 1:25 PLANTA TIPICA POZO T2 5 5 1 2 3 1 r=30cm. r=60cm. 5 L 1 L 2 D 2 B 1 e 1 3 2 B 2 e 1 C 2 C 1 5 5 5 5 5 e e D 1 1 1 2 2 5