Settlers DWG Section for AutoCAD

Section type of settlers – Anchorages

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

variable, variable, variable, variable, variable, variable, variable, Selected fill, Maximum size mm, Compacted to p.m., Filled with products of, The excavation every mm, Compacted to p.m., In mm, Sand bed, sand, Tritube, Plastic band for, Channel notice, Cables, Trench type sections, Selected fill, Maximum size mm, Compacted to p.m., Filled with products of, The excavation every mm, Compacted to p.m., Trench type sections, Trapezoid, Granular base, Road junction, pipeline, Concrete tube, concrete, Sand filling, Tread layer, Road junction, pipeline, Concrete tube, concrete, Sand filling, Compacted earth, Compacted earth, Sand filling, concrete, Concrete tube, pipeline, Road junction, Tread layer, Sand filling, concrete, Concrete tube, pipeline, Road junction, Granular base, Trench type sections, Trapez from to, Anchorages, elbows, Tes, distribution, fork, grill, distribution, fork, grill, valve, grill, fork, distribution

Raw text data extracted from CAD file:

í VARIABLE 0.40 VARIABLE >1.00 A H e>0.15 0.60+0 0.30 0 0.30 0.30 VARIABLE VARIABLE 0.10 í1.50 í1.40 í1.20 VARIABLE VARIABLE 0.10 1.80 í1.00 VARIABLE VARIABLE 0.10 1.60 2.00 0.10 VARIABLE VARIABLE 2.25 0.10 VARIABLE VARIABLE 45.00° 45.00° L L L L H D H D L L H D 45.00° \A1;d0.2600 \A1;0.9500 \A1;0.4000 \A1;0.3000 \A1;1.3500 \A1;0.9000 \A1;1.8000 \A1;0.1500 \A1;1.3000 \A1;0.3000 \A1;0.7000 \A1;0.3000 \A1;0.3000 \A1;0.7000 \A1;0.8000 \A1;0.1000 \A1;d1.5000 \A1;d1.4000 \A1;d1.2000 \A1;0.1000 \A1;1.7000 \A1;0.1000 \A1;1.8000 \A1;d1.0000 \A1;0.4000 \A1;1.4000 \A1;0.1000 \A1;1.6000 \A1;2.0000 \A1;0.1000 \A1;1.8000 \A1;0.4000 \A1;2.2500 \A1;0.1000 \A1;2.1000 \A1;0.1000 \A1;45° \A1;45° \A1;1.6000 \A1;1.6000 \A1;1.6000 \A1;1.6000 \A1;0.3600 \A1;0.2800 \A1;0.3600 \A1;0.2800 \A1;1.0000 \A1;1.0000 \A1;0.3600 \A1;0.1200 \A1;45° _ RELLENO SELECCIONADO TAMANO MAXIMO 33 mm COMPACTADO AL 95% P.M. RELLENO CON PRODUCTOS DE LA EXCAVACION CADA 100 mm COMPACTADO AL 95% P.M. 5 H A 1.50 0.80 1.80 0.90 2.00 1.00 / – O en mm < 200 250 a 400 450 a 600 700 a 1000 1.60 2.40 CAMA DE ARENA 5 5 5 5 5 - 5 5 _ ARENA TRITUBO BANDA DE PLASTICO PARA AVISO DE LA CANALIZACION DE CABLES / / 5 5 5 5 5 5 SECCIONES TIPO DE ZANJA (seccion trapecial) (seccion rectangular) RELLENO SELECCIONADO TAMANO MAXIMO 33 mm COMPACTADO AL 95% P.M. RELLENO CON PRODUCTOS DE LA EXCAVACION CADA 100 mm COMPACTADO AL 95% P.M. 5 5 5 5 / SECCIONES TIPO DE ZANJA (seccion trapecial hasta O250 mm) 5 BASE GRANULAR CRUCE DE CARRETERA TUBERIA TUBO DE HORMIGON HORMIGON H-125 RELLENO DE ARENA CAPA DE RODADURA 5 5 5 5 CRUCE DE CAMINO TUBERIA TUBO DE HORMIGON HORMIGON H-125 RELLENO DE ARENA TIERRA COMPACTADA 5 5 5 5 5 5 5 5 5 TIERRA COMPACTADA RELLENO DE ARENA HORMIGON H-125 TUBO DE HORMIGON TUBERIA CRUCE DE CAMINO 5 5 5 5 CAPA DE RODADURA RELLENO DE ARENA HORMIGON H-125 TUBO DE HORMIGON TUBERIA CRUCE DE CARRETERA BASE GRANULAR SECCIONES TIPO DE ZANJA (seccion trapecial desde O300 hasta O800 mm) / / ANCLAJES (escala 1/10) CODOS TES REPARTO O HORQUILLA M PARRILLA N 5 REPARTO O HORQUILLA M PARRILLA N 5 5 5 5 5 5 5 5 5 VALVULA 5 5 5 5 5 PARRILLA N HORQUILLA M REPARTO O 0.15