Water Catchment DWG Section for AutoCAD

PLANOS FLOOR OF A WATER HARVESTING; CUTS; SECTIONS; ELEVACION; STRUCTURES AND DETAILS

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

Penne, net, Format, Cyan, Yellow, green, Blue, magenta, Plot., rest, Sedapal, scale:, catchment, catchment, scale:, cut, Goes tank, Hr mm, valve, gate, entry, to channel, Income to, channel, grid, large stone, Soles cm, entry, to channel, valve, gate, valve, gate, Soles cm, N. Water, Goes tank, scale:, cut, scale:, cut, Goes tank, Penne, net, Format, Cyan, Yellow, green, magenta, Plot., scale:, catchment, scale:, cut, Cyclopean stone, Soles cm, Soles cm, scale:, cut, scale:, cut, large stone, Iron, Iron, Iron, Iron, rest, Hr mm, scale:, Canal plant, Iron, concrete ……., concrete …., concrete……, concrete …., diameter…, Details, Pipe type, rectangular

Raw text data extracted from CAD file:

\A1;1.89 \A1;6.70 \A1;45° \A1;8.21 \A1;0.25 \A1;8.00 \A1;0.25 \A1;0.15 \A1;2.10 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.50 \A1;1.00 \A1;2.00 \A1;1.80 \A1;1.00 \A1;1.00 \A1;2.41 \A1;0.20 \A1;0.20 \A1;4.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;45° \A1;32° \A1;1.50 \A1;0.40 \A1;8.21 \A1;0.30 \A1;0.30 \A1;1.41 \A1;0.20 \A1;0.20 \A1;1.50 \A1;1.00 \A1;2.00 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.70 \A1;0.30 \A1;0.15 \A1;0.25 \A1;8.00 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.50 \A1;8.00 \A1;0.50 \A1;0.20 \A1;0.20 \A1;2.25 \A1;0.20 \A1;0.80 \A1;0.15 \A1;2.10 \A1;0.15 \A1;1.00 0.20 PENNE RED FORMATO A-1 0.20 CYAN 0.25 0.25 YELLOW GREEN 0.80 0.60 BLUE MAGENTA 0.00 PLOT. = 1:1500 8 0.30 20 0.09 RESTO \A1;8.21 \A1;1.00 \A1;0.40 \A1;8.21 \A1;2.00 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.70 \A1;0.50 \A1;8.00 \A1;0.50 \A1;1.89 \A1;6.70 \A1;45° \A1;0.25 \A1;8.00 \A1;0.25 \A1;0.15 \A1;2.10 \A1;0.15 \A1;2.00 \A1;1.80 \A1;1.00 \A1;2.41 \A1;2.00 \A1;1.80 \A1;1.00 \A1;1.00 \A1;2.41 \A1;0.20 \A1;0.20 \A1;4.00 \A1;0.20 \A1;0.20 \A1;45° \A1;1.50 \A1;1.41 \A1;0.20 \A1;0.20 \A1;1.50 \A1;0.25 \A1;8.00 \A1;0.25 \A1;0.25 \A1;2.25 \A1;0.15 \A1;2.10 \A1;0.15 \A1;1.00 \A1;0.35 \A1;0.35 \A1;0.30 \A1;0.45 \A1;0.25 \A1;0.40 \A1;0.15 \A1;2.10 \A1;0.45 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.25 sedapal \A1;1.00 \A1;1.00 \A1;1.80 \A1;2.00 \A1;2.41 ESCALA: 1/50 P L A N T A – CAPTACION B B CAPTACION 5 5 5 5 5 5 5 ESCALA: 1/50 CORTE B-B 5 5 5 5 5 VA A CISTERNA DE 2.50 m3 H.D d 250 mm VALVULA COMPUERTA INGRESO AL CANAL INGRESO AL CANAL REJA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PIEDRA GRANDE 8″ PIEDRA GRANDE 8″ PIEDRA GRANDE 8″ 5 5 5 5 SOLADO E=10 cm \A1; 5 5 5 5 5 5 INGRESO AL CANAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VALVULA COMPUERTA VALVULA COMPUERTA A A SOLADO E=10 cm 5 5 N. AGUA +1.20 N. AGUA +1.20 C C 5 5 5 5 5 5 5 VA A CISTERNA DE 2.50 m3 ESCALA: 1/50 CORTE C-C ESCALA: 1/50 CORTE A-A VA A CISTERNA DE 2.50 m3 0.20 PENNE RED FORMATO A-2 0.35 CYAN 0.20 0.20 YELLOW GREEN 0.60 MAGENTA 0.20 PLOT. = 1:50 8 0.40 42 0.15 43 ESCALA: 1/50 P L A N T A B B CAPTACION 5 5 5 5 5 5 5 ESCALA: 1/50 CORTE B-B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PIEDRA CICLOPEO PIEDRA CICLOPEO 5 5 SOLADO E=10 cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A SOLADO E=10 cm C C 5 5 5 5 5 ESCALA: 1/50 CORTE C-C ESCALA: 1/50 CORTE A-A PIEDRA GRANDE 8″ 5 5 \W1.17795; FIERRO DE \W1.17795; 1/2″ @ 0.20m \A1; \A1; \W1.17795; FIERRO DE \W1.17795; 1/2″ @ 0.20m \A1; \A1; \A1; \A1; \W1.32151; FIERRO DE \W1.32151; 3/8″ @ 0.20m \W1.17795; FIERRO DE \W1.17795; 1/2″ @ 0.20m \W1.17795; FIERRO DE \W1.17795; 1/2″ @ 0.20m 5 5 \W1.32151; FIERRO DE \W1.32151; 3/8″ @ 0.20m \W1.32151; FIERRO DE \W1.32151; 3/8″ @ 0.20m 5 0.10 RESTO 0.40 H.D d 250 mm H.D d 250 mm 5 5 5 5 5 ESCALA: 1/50 PLANTA DE CANAL \W1.32151; FIERRO DE \W1.32151; 3/8″ @ 0.20m 5 5 CONCRETO ……. CONCRETO …. CONCRETO…… CONCRETO …. DIAMETRO… DETALLES TIPO DE TUBERIA RECTANGULAR 5 5 5 5 5