Take Lateral Of A River 4 DWG Block for AutoCAD

Takes lateral channel of irrigatiom taken from a river

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

Inf., Sup, Specifications, Concrete f’c, Level of slope, Progressive, Esc, cut, W. S., Sup, Inf., Inf., Sup, Inf., Inf., Sup, Inf., Inf., Sup, Inf., Sup, Inf., look, Esc, plant, Esc, cut, For irrigation, Structures, Sup, Inf., Side shots

Raw text data extracted from CAD file:

\A1;y \A1;h \A1;0.15 \A1;.075 \A1;W \A1;C \A1;A \A1;2/3 A \A1;0.15 \A1;h. \A1;h. \A1;1.5 \A1;D \A1;0.2 \A1;0.2 \A1;b \A1;1.65 \A1;0.2 \A1;0.2 \A1;B’ \A1;G \A1;F \A1;5.2 \A1; 1.0 \A1;1.6 \A1;0.2 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.45 \A1;0.15 \A1;B’ \A1;G \A1;F \A1;.20 5 -17.14642392358689 INF. d 1/2″ @ .20 SUP. d 1/2″ @ .20 0.0 0.0 0.0 2 2 1 2 1 5 -1.0 5 5 -1.0 1.111086154163473 0.7348219625208969 0.5621830413834346 .30 .30 .15 .15 -17.11461956739683 -16.74385510464691 ESPECIFICACIONES Concreto f’c = 100 kg/cm2 Concreto f’c = 210 kg/cm2 COTA DE RASANTE PROGRESIVA ESC 1 : 25 CORTE 2 – 2 6.748287559584668 6.748287559584668 6.748287559584668 d 1/2″ @ .20 d 1/2″ @ .20 6.427346419939823 6.600160862672453 6.624848682489414 W. S. 6″ W. S. 6″ d 3/8″ @ .20 d 1/2″ @ .20 SUP. d 3/8″ @ .20 INF. d 3/8″ @ .20 d 1/2″ @ .20 d 1/2″ @ .20 INF. d 3/8″ @ .20 SUP. d 3/8″ @ .20 SUP. d 1/2″ @ .20 INF. d 1/2″ @ .20 d 1/2″ @ .20 d 3/8″ @ .20 INF. d 3/8″ @ .20 SUP. d 3/8″ @ .20 SUP. d O 3/8″ @ .20 INF. d 3/8″ @ .20 d 1/2″ @ .20 d 1/2″ @ .20 d 3/8″ @ .20 d 1/2″ @ .20 d 1/2″ @ .20 INF. d 1/2″ @ .20 SUP. d 1/2″ @ .20 d 1/2″ @ .20 d 1/2″ @ .20 d 1/2″ @ .20 INF. d 3/8″ @ .20 SUP. d 3/8″ @ .20 SUP. d 1/2″ @ .20 INF. d 1/2″ @ .20 0.0 MIRA ESC 1 : 25 PLANTA 0.0 0.0 1 1 0.0 0.0 1 4 ESC 1 : 25 s = 0.001 CORTE 1 – 1 0.0 0.0 1 1 1 1 0.0 0.0 para riego 1 ESTRUCTURAS 5 5 5 5 d 1/2″ @ .20 SUP. d 1/2″ @ .20 INF. d 1/2″ @ .20 .05 .50 .40 0.70 1 2 0.0 TOMAS LATERALES