Typical Section Of Gutters DWG Section for AutoCAD

Typical gutter section according to the land

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

Figure nº typical section of the trench according to the terrain, Min., Min., Typical slope section, Area of ​​circulation, Area of ​​fillings, Material remains, Trench excavation, pending, Area of ​​fillings, Slopes protected erosion, Drainage channel, Detail in this plane, Drainage channel, Detail in this plane, Without rock, filling, floor, right of way, Surface of, Ground without rock, detail, Minimum dimensions, Natural soil, Variable slope, Lined with cement floor, note, Area without dismantling, Typical section of trench in cuts, Drainage channel, See detail in this map, detail, Minimum dimensions, Natural soil, Variable slope, Lined with cement floor, note, Area of ​​circulation, Material remains, Trench excavation, pending, Drainage channel, Detail in this plane, note, Typical section of ditch flat ground, Area of ​​circulation, Material remains, Trench excavation, pending, Fragment of rock., Placed every mts., Filler with soil without, bag of, Min., Without rock, filling, Rock soil, floor, right of way, Surface of, Fragment of rock., Placed every mts., Filler with soil without, bag of, Min., Rocky ground, Area without dismantling, Typical section of the trench depending on the terrain

Raw text data extracted from CAD file:

FIGURA Nº 10 SECCIÓN TÍPICA DE LA ZANJA SEGUN EL TERRENO \A1;11.50 \A1;DDV=15.00 \A1;3.50 \A1;0.40m \A1;q £ 20° \A1;0.25m \A1;0.30m \A1;0.40m \A1;q £ 20° \A1;0.25m \A1;0.30m \A1;11.50 \A1;DDV=15.00 \A1;3.50 \A1;11.50 \A1;DDV=15.00 \A1;3.50 \A1;0.10 \A1;0.60 MIN. \A1;0.10 \A1;0.90 \A1;1.10 \A1;0.10 \A1;1.00 MIN. \A1;0.10 \A1;0.90 \A1;1.10 \A1;0.50 \A1;0.50 SECCION TIPICA DE ZANJA SOBRE TALUD AREA DE CIRCULACION 11.50 DDV=15.00 3.50 AREA DE RELLENOS RESTOS DE MATERIAL DE EXCAVACION DE ZANJAS PENDIENTE 3% PENDIENTE 3% AREA DE RELLENOS TALUDES PROTEGIDOS A LA EROSION TALUDES PROTEGIDOS A LA EROSION CANAL DE DRENAJES DETALLE 1; EN ESTE PLANO CANAL DE DRENAJES DETALLE 1; EN ESTE PLANO SIN ROCA RELLENO SUELTO, SUELO APISONADO, DERECHO DE VIA SUPERFICIE DE SUELO SIN ROCA 0.40m q £ 20° DETALLE 2 DIMENSIONES MINIMAS 0.25m SUELO NATURAL 0.30m 3% PENDIENTE VARIABLE REVESTIDO CON SUELO CEMENTO NOTA 3 NOTA 4 AREA SIN DESMONTAR AREA SIN DESMONTAR SECCION TIPICA DE ZANJA EN CORTES CANAL DE DRENAJES VER DETALLE 2, EN ESTE PLANO 0.40m q £ 20° DETALLE 1 DIMENSIONES MINIMAS 0.25m SUELO NATURAL 0.30m 3% PENDIENTE VARIABLE REVESTIDO CON SUELO CEMENTO NOTA 3 AREA DE CIRCULACION 11.50 DDV=15.00 3.50 RESTOS DE MATERIAL DE EXCAVACION DE ZANJAS PENDIENTE 3% PENDIENTE 3% CANAL DE DRENAJES DETALLE 1; EN ESTE PLANO NOTA 4 SECCION TIPICA DE ZANJA TERRENO PLANO AREA DE CIRCULACION 11.50 DDV=15.00 3.50 RESTOS DE MATERIAL DE EXCAVACION DE ZANJAS PENDIENTE 3% PENDIENTE 3% FRAGMENTO DE ROCA. COLOCADO CADA 5 mts. RELLENO CON SUELO SIN BOLSA DE POLIPROPILENO, 0.10 1.00 MIN. 0.10 \U+2104 d6″ \U+2104 d10″ 0.90 1.10 0.50 SIN ROCA RELLENO SUELTO, ROCA Y SUELO SUELO APISONADO, DERECHO DE VIA SUPERFICIE DE FRAGMENTO DE ROCA. COLOCADO CADA 5 mts. RELLENO CON SUELO SIN BOLSA DE POLIPROPILENO, 0.10 0.60 MIN. 0.10 \U+2104 d6″ \U+2104 d10″ 0.90 1.10 0.50 SUELO ROCOSO AREA SIN DESMONTAR AREA SIN DESMONTAR SECCIÓN TÍPICA DE LA ZANJA SEGUN EL TERRENO