Wide Aerial Crossing Quebrada Piedras DWG Detail for AutoCAD

Civil works, for passage of hydrocarbons on fluvial step; Torres built metal pipe 6 inches, in half-inch guaya; facades and details of construction and anchoring them.

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

tee sanit, oscar javier mora pinto, architect, bedroom, dinning room, cable detail, inch tube, air crossing main facade, air crossing plant, tower, foundation towers, anchor dead, base strip of the towers, tower base mooring columns

Raw text data extracted from CAD file:

N-0.15 TEE SANIT 3X4″ \W2.85044; OSCAR JAVIER MORA PINTO \W8.94568; ARQUITECTO ALCOBA COMEDOR 73,48 6,7 10 10 10 10 10 10 6.7 11,7 11,73 1,04 9,77 9,59 1,04 10 10 10 10 10 10 6.7 6.7 \A1;3.00 \A1;8.00 \A1;0.46 \A1;1.46 \A1;0.46 \A1;1.80 \A1;5.27 \A1;0.70 \A1;2.50 \A1;2.85 \A1;2.69 \A1;1.20 \A1;1.00 \A1;0.60 \A1;0.50 \A1;1.50 \A1;1.00 \A1;1.20 \A1;0.30 \A1;1.04 \A1;1.00 \A1;1.00 \A1;2.50 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.40 \A1;0.10 \A1;0.15 \A1;2.50 \A1;0.30 \A1;0.30 \A1;1.50 \A1;2.50 \A1;0.15 \A1;0.08 \A1;2.36 \A1;37° \A1;0.60 \A1;1.20 \A1;3.60 \A1;0.60 \A1;0.30 \A1;1.20 \A1;0.25 \A1;0.25 \A1;3.45 \A1;0.28 \A1;0.28 \A1;3.45 \A1;1.05 \A1;0.28 \A1;0.28 \A1;1.05 \A1;1.05 \A1;1.05 \A1;0.85 \A1;0.30 \A1;1.80 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.30 \A1;1.80 DETALLE DE CABLE 5 5 5 5 10 5 5 5 6.7 5 5 5 5 5 5 5 5 5 5 5 5 6.7 6.7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBO DE 6 PULGADAS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.25 0.25 CRUCE AEREO FACHADA PRINCIPAL CRUCE AEREO PLANTA TORRE A Y B TORRE A TORRE B CIMENTACION TORRES A Y B MUERTOS DE ANCLAJE 5 5 5 5 5 5 5 5 1.05 1.05 0.85 5 FLEJE BASE DE LAS TORRES FLEJE BASE DE LAS TORRES FLEJE BASE DE LAS TORRES COLUMNAS DE AMARRE BASE TORRE 5 0.40 5 5 0.30 1.80