Drainage Works To Pluvial Waters DWG Block for AutoCAD

Drainage Works To Pluvial Waters DWG Block for AutoCAD

Drainage of pluvial waters and structure of masonry and concrete to passed vehicles

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

Compacted ground, Concrete slab, Horizontal beam, pipeline, Slab race, Gravel floor, concrete base, Concrete vault, Concrete walls for vehicular step, Cement floor, S.f., Longuitudinal, natural terrain, Compacted ground, Concrete slab, Horizontal beam, pipeline, Slab race, concrete base, Concrete vault, Concrete walls for pedestrian walkway, Cement floor, S.f., Longuitudinal, natural terrain, Concrete block walls of, Concrete walls wide, Compacted ground white soil, Gravel floor, Natural soil, Compacted ground white soil, Compacted ground, Concrete slab, Horizontal beam, pipeline, Slab race, Gravel floor, concrete base, vault, Concrete walls, Cement floor, S.f., Longuitudinal, natural terrain, Compacted ground, Concrete slab, Horizontal beam, pipeline, Slab race, concrete base, vault, Concrete block walls step pedestrian scale, Cement floor, S.f., Longuitudinal, natural terrain, Concrete block walls of, Concrete walls wide, Compacted ground white soil, Gravel floor, Natural soil, Compacted ground white soil, Concrete walls, vault, Upper grill: double, Concrete slab:, Column: double beds a.s, Lower grille: double bed, Channel axis, Stone masonry, Front soccer field administrative offices scale, Channel, Existing earth channel, pending, Side scale profile, Dissipative stands, pending, Reinforced concrete reinforced concrete work, Channel axis, variable, Exit of vehicular passage towards porton elevation frontal scale, Masonry channel, Reinforced concrete reinforced concrete work, Stone masonry wall fourth, Stone masonry dissipating grids, Stone masonry wall fourth, Stone masonry dissipating grids, pending, Existing earth channel, Scale plant view, Dissipative stands, Natural slope, Level of natural terrain, Stone masonry, Hydraulic detail, Sc. proportion, Tunnel gap

Raw text data extracted from CAD file:

\A1;4.15 \A1;0.25 \A1;0.40 \A1;3.10 \A1;0.30 \A1;0.30 \A1;4.15 \A1;0.30 \A1;1.00 \A1;2.15 \A1;1.00 \A1;1.55 \A1;0.45 \A1;0.20 \A1;0.10 \A1;0.40 \A1;1.95 \A1;0.40 \A1;1.50 \A1;0.25 \A1;0.20 \A1;1.00 \A1;2.15 \A1;1.00 \A1;2.35 \A1;2.65 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;3.00 \A1;3.00 \A1;0.43 \A1;0.43 TERRENO COMPACTADO V-1 V-1 LOSA DE CONCRETO V-2: VIGA HORIZAONTAL TUBERIA LOSA CORRIDA N.P.T:0-2.00 N.P.T:0+0.00 PISO DE GRAVA 1" BASE DE CONCRETO BOVEDA DE CONCRETO PAREDES DE CONCRETOPARA PASO VEHICULAR ESCALA 1 : 125 0.2999999999999545 1.0 5 1.0 5 1.550000000000068 0.4499999999999318 0.2000000000000455 0.2499999999998863 SUELO CEMENTO S.F. S.F. V-1:VIGA LONGUITUDINAL TERRENO NATURAL 0.4023856873211571 3.102385687321203 TERRENO COMPACTADO V-1 V-1 LOSA DE CONCRETO V-2: VIGA HORIZAONTAL TUBERIA LOSA CORRIDA N.P.T:0-1.90 N.P.T:0+0.00 BASE DE CONCRETO BOVEDA DE CONCRETO PAREDES DE CONCRETOPARA PASO PEATONAL ESCALA 1 : 125 0.1000000000001364 0.2999999999999545 SUELO CEMENTO S.F. S.F. V-1:VIGA LONGUITUDINAL TERRENO NATURAL 0.4000000000000909 1.950000000000159 0.3999999999998636 1.500000000000227 0.25 5 0.2999999999999545 1.0 5 1.0 5 PAREDES DE BLOQUE DE CONCRETO DE 15 PAREDES DE CONCRETO DE 15cms de Ancho 2.350000000000136 2.650795676889402 0.1500000000002046 0.1500000000000909 0.1500000000000909 0.1999999999999318 0.1500000000002046 5 5 5 5 SUELO COMPACTADO TIERRA BLANCA PISO DE GRAVA 1" SUELO NATURAL SUELO NATURAL SUELO COMPACTADO TIERRA BLANCA \A1;4.15 \A1;0.25 \A1;0.40 \A1;3.10 \A1;0.30 \A1;0.30 \A1;4.15 \A1;2.65 \A1;0.30 \A1;1.00 \A1;2.15 \A1;1.00 \A1;1.55 \A1;0.45 \A1;0.20 \A1;0.10 \A1;0.40 \A1;1.95 \A1;0.40 \A1;1.50 \A1;0.25 \A1;0.20 \A1;1.00 \A1;2.15 \A1;1.00 \A1;2.35 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;3.00 \A1;3.00 \A1;0.43 \A1;0.43 TERRENO COMPACTADO V-1 V-1 LOSA DE CONCRETO V-2: VIGA HORIZAONTAL TUBERIA LOSA CORRIDA N.P.T:0-2.00 N.P.T:0+0.00 PISO DE GRAVA 1" BASE DE CONCRETO BOVEDA PAREDES DE CONCRETO PASO VEHICULAR ESCALA 1 : 125 0.2999999999999545 1.0 5 1.0 5 1.550000000000068 0.4499999999999318 0.2000000000000455 0.2499999999998863 SUELO CEMENTO S.F. S.F. V-1:VIGA LONGUITUDINAL TERRENO NATURAL 0.4023856873211571 3.102385687321203 TERRENO COMPACTADO V-1 V-1 LOSA DE CONCRETO V-2: VIGA HORIZAONTAL TUBERIA LOSA CORRIDA N.P.T:0-1.90 N.P.T:0+0.00 BASE DE CONCRETO BOVEDA PAREDES DE BLOQUE DE CONCRETO PASO PEATONAL ESCALA 1 : 125 0.1000000000001364 0.2999999999999545 SUELO CEMENTO S.F. S.F. V-1:VIGA LONGUITUDINAL TERRENO NATURAL 0.4000000000000909 1.950000000000159 0.3999999999998636 1.500000000000227 0.25 5 0.2999999999999545 1.0 5 1.0 5 PAREDES DE BLOQUE DE CONCRETO DE 15 PAREDES DE CONCRETO DE 15cms de Ancho 2.350000000000136 2.650795676889402 0.1500000000002046 0.1500000000000909 0.1500000000000909 0.1999999999999318 0.1500000000002046 5 5 5 5 SUELO COMPACTADO TIERRA BLANCA PISO DE GRAVA 1" SUELO NATURAL SUELO NATURAL SUELO COMPACTADO TIERRA BLANCA \A1;0.20 \A1;2.00 \A1;0.20 \A1;2.40 \A1;0.25 \A1;0.45 \A1;0.20 \A1;0.30 \A1;1.20 \A1;0.90 \A1;3.00 \A1;0.30 \A1;0.45 \A1;0.30 \A1;2.20 \A1;0.20 \A1;0.30 \A1;1.60 \A1;0.93 \A1;0.70 \A1;0.50 \A1;0.55 \A1;1.05 \A1;0.25 \A1;2.10 \A1;1.51 \A1;0.75 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.35 \A1;0.35 \A1;0.35 \A1;1.80 \A1;3.25 \A1;2.11 \A1;0.20 \A1;0.76 \A1;0.20 \A1;0.75 \A1;VARIABLE \A1;2.80 \A1;1.96 \A1;1.70 \A1;0.20 \A1;2.04 \A1;0.13 \A1;3.25 \A1;0.20 \A1;0.13 \A1;1.70 \A1;0.13 \A1;0.20 \A1;0.33 \A1;2.36 \A1;2.37 \A1;1.51 \A1;0.75 \A1;0.75 \A1;0.25 \A1;0.75 \A1;0.75 \A1;0.75 \A1;1.00 \A1;0.54 \A1;0.75 \A1;0.75 \A1;1.00 \A1;0.20 \A1;0.34 \A1;0.34 \A1;0.34 \A1;0.40 \A1;0.34 \A1;0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 PAREDES DE CONCRETO PASO VEHICULAR ESCALA 1 : 20 BOVEDA Parrilla Superior: h d 7/8".@0.15cms doble lecho\H2x; Parrilla Superior: h d 5/8".@0.25cms doble lecho\H2x; Losa de Concreto: esp:0.25cms Columna: h d 3/8".@0.20cms doble lechos A.S Columna: h d 3/8".@0.20cms doble lechos A.S Parrilla Inferior: h d 1/2".@0.25cms doble lecho A.S.\H2x; 5 5 5 5 Eje de canal N.P.T:0+0.00 N.P.T:0+VARIABLE MAMPOSTERIA DE PIEDRA 5 5 5 5 5 5 5 5 Frente a cancha de futbol y oficinas administrativas ESCALA 1 : 20 CANALETA \W2.18542; CANAL DE \W2.18542; TIERRA \W2.18542; EXISTENTE \W1.97945; PENDIENTE 0.50% 5 5 5 5 5 5 5 5 5 5 PERFIL LATERAL ESCALA 1 : 20 GRADAS DISIPADORAS 5 \W3.16993; PENDIENTE 1% \W2.65869; OBRA DE PASO Y \W2.65869; BOVEDA DE CONCRETO \W2.65869; REFORZADO N.P.T:0+0.00 Eje de canal N.P.T:0+VARIABLE 5 5 VARIABLE 5 5 5 5 5 5 5 SALIDA DE PASO VEHICULAR HACIA PORTON N°3 ELEVACION FRONTAL ESCALA 1 : 20 CANALETA DE MAMPOSTERIA 5 \W2.65869; OBRA DE PASO Y \W2.65869; BOVEDA DE CONCRETO \W2.65869; REFORZADO \W0.30154; MURO DE MAMPOSTERIA \W0.30154; DE PIEDRA CUARTA GRADAS DISIPADORAS DE MAMPOSTERIA DE PIEDRA CUARTA \W0.30154; MURO DE MAMPOSTERIA \W0.30154; DE PIEDRA CUARTA GRADAS DISIPADORAS DE MAMPOSTERIA DE PIEDRA CUARTA \W1.97945; PENDIENTE 0.50% \W2.18542; CANAL DE \W2.18542; TIERRA \W2.18542; EXISTENTE VISTA PLANTA ESCALA 1 : 20 GRADAS DISIPADORAS 5 5 5 5 5 5 5 5 5 \W2.57469; TALUD DE TIERRA \W2.57469; NATURAL \W2.57469; TALUD DE TIERRA \W2.57469; NATURAL \W2.57469; TALUD DE TIERRA \W2.57469; NATURAL \W3.11825; NIVEL DE \W3.11825; TERRENO \W3.11825; NATURAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MAMPOSTERIA DE PIEDRA MAMPOSTERIA DE PIEDRA MAMPOSTERIA DE PIEDRA DETALLE HIDRAULICOS \H0.12396x; DETALLE HIDRAULICOS \H0.12396x; SC. proporcion 1:1 Hueco de tunel

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, concrete, drainage, DWG, kläranlage, masonry, pluvial, structure, treatment plant, Vehicles, waters, works