Stormwater Discharge Pipe Head DWG Section for AutoCAD

Plan, section and structural details of a typical head for discharge pipes 33 to 48 inches.

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

until, until, until, until, Discharge, see detail, Beam goes, On both sides, until, Beam, see detail, On both sides, reinforcement, Both ways, see detail, Beam goes, until, Reinforced, see detail, Beam, both senses, Stirrups, Stirrups, Beam goes, Beam, reinforcement, On both sides, reinforcement, On both sides, Enrocado, Enrocado, Variable wall, Discharge head, until, natural terrain, tube, tube, Fill thick coarse compacted layers to the modified proctor, tube, Replantillo h.s., until, Replantillo h.s., Reinforced, plant, cut, front view, cut, front view, Structural detail

Raw text data extracted from CAD file:

0.80 0.25 0.81 1.81 0.60 0.25 1.25 0.25 H=Variable hasta 1.00m 1.31 0.25 0.80 0.25 1.25 0.25 0.60 0.80 0.25 0.81 1.81 H=Variable hasta 1.00m 0.25 0.40 0.25 1.05 0.65 1.31 H/2 H/2 0.25 0.60 H=Variable hasta 1.00m 1.81 0.81 0.25 0.80 1.00 0.60 0.25 1.50 0.50 1.62 0.50 1.50 0.25 0.60 0.25 0.60 0.60 0.25 1.50 0.60 0.25 1.50 0.50 1.62 0.50 1.50 0.60 0.25 2.00 45° 0.35 0.40 0.40 H=Variable hasta 1.00m \LCABEZAL DE DESCARGA 5 5 5 5 5 5 <> 5 d 12mm c/0.20 Ver detalle Viga VA d 10mm c/0.20 d 10mm c/0.20 d 12mm en ambas caras H=Variable hasta 1.00m 5 5 5 Viga VB Ver detalle en ambas caras Refuerzo d 16mm c/0.20 en ambas sentidos d 12mm c/0.20 Ver detalle Viga VA 5 5 5 5 5 5 5 5 H=Variable hasta 1.00m Refuerzod 16mm c/0.20 Ver detalle Viga VB d 12mm c/0.20 ambos sentidos 6 d 16mm Estribos d 8mm c/0.15 6 d 16mm Estribos d 8mm c/0.15 8 d 12mm 2 d 12mm 5 5 5 5 VIGA VA VIGA VB Refuerzo d 16mm c/0.20 en ambas caras en ambas caras d 10mm c/0.20 d 12mm c/0.20 Refuerzo d 16mm c/0.20 en ambas caras en ambas caras d 10mm c/0.20 d 12mm c/0.20 Enrocado piedra base 3 capas 0.65 5 H/2 H/2 Enrocado piedra base 3 capas Muro variable Cabezal de descarga 0.25 0.60 H=Variable hasta 1.00m 5 5 5 5 5 0.60 0.25 5 5 5 5 5 0.25 0.60 5 5 5 5 5 5 5 5 5 5 5 5 c’ c 0.60 0.25 5 5 Terreno natural 5 Tubo Ø 33″ – d 48″ Ø 33″ – d 48″ 5 Tubo Ø 33″ – d 48″ Tubo Ø 33″ – d 48″ Relleno cascajo grueso compactado a 2 capas al 90 % del proctor modificado 5 Tubo Ø 33″ – d 48″ Replantillo H.S. e=0.05m H=Variable hasta 1.00m Replantillo H.S. f’y=140 Kg/cm² e=0.05m Refuerzod 16mm c/0.20 PLANTA CORTE C-C’ VISTA FRONTAL CORTE C-C’ VISTA FRONTAL DETALLE ESTRUCTURAL DETALLE ESTRUCTURAL