Manhole DWG Section for AutoCAD

Detail of manhole – Plant – Sections – Technical specifications

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

Diameter, See detail for concrete slab alternative, Visit pit II type pipe crossing, Compacted ground al, Compacted ground al, Detail for concrete slab alternative, Bricklayer, See detail for half-rod., Detail height of the half cane., Of the diameter., No scale, View from the ground floor to ‘, No scale, Detail for lower height m., Mortar, Rings with sealed mortar perimetral., Plant, Cutting the lid, Cutting the base, Bottom view of lid, Notes:, Weight of brocal lid for road of kg., Weight of brocal cover for kg bench., No scale, Authorized lids: Polymeric concrete high density polyethylene cast iron, Cruises

Raw text data extracted from CAD file:

\A1;Variable de 0.0 a 3.0 \A1;1.00 \A1;Diametro 1.20 \A1;0.05 \A1;D \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.30 \A1;Diametro 1.80 \A1;Diametro 0.60 \A1;2.00 x 2.00 \A1;0.15 \A1;1.80 diametro \A1;0.75 \A1;Diametro 1.80 \A1;Diametro 0.60 \A1;< 1.00 m. Ver detalle 1 para alternativa de losa de concreto -30.35861032672009 -30.35861032672009 -30.35861032672009 -30.35861032672009 -30.35861032672009 -30.35861032672009 2 -30.35861032672009 1 Pozo de Visita Tipo II Cruce de 1 tuberia 7 A 3 4 5 A' 4 -30.35861032672009 8 3 4 Terreno compactado al 90% -30.35861032672009 -30.35861032672009 Terreno compactado al 90% 1 -30.35861032672009 Detalle 1 Para alternativa de losa de concreto Albañal Ver detalle 2 para media caña. Detalle 2 Altura de la media caña. -30.35861032672009 0.75 del diámetro. 5 -30.35861032672009 -30.35861032672009 -30.35861032672009 3 Sin Escala Vista en planta A - A' Sin Escala -30.35861032672009 -30.35861032672009 Detalle para altura menor a 1.00 m. -30.35861032672009 Mortero 12 Anillos de hule, con sellado de mortero perímetral. \A1;0.745 \A1;0.650 \A1;0.610 \A1;0.600 \A1;0.678 \A1;0.030 \A1;0.60 \A1;0.022 \A1;0.028 \A1;0.30 \A1;0.30 \A1;0.610 \A1;0.600 \A1;0.150 \A1;0.065 \A1;0.343 \A1;0.305 \A1;0.03 \A1;0.015 \A1;0.050 \A1;0.060 \A1;0.125 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 -9.761707082446465 PLANTA CORTE A-A DE LA TAPA CORTE A-A DE LA BASE A A VISTA INFERIOR DE LA TAPA a a a a a a a a a a a a a a a a a a a a a a a a -9.761707082446465 -9.761707082446465 NOTAS: - PESO DE TAPA Y BROCAL PARA VIALIDAD DE 155 A 160 Kg. - PESO DE TAPA Y BROCAL PARA BANQUETA DE 105 A 110 Kg. Sin Escala Tapas Autorizadas: - Hierro Fundido - Polietileno de Alta Densidad - Concreto Polimérico CRUCEROS 2,3 Y 5