Sewer Tmc 24inch DWG Block for AutoCAD

SEWERS serve to channel rainwater AND SURFACE; – ARTWORKS

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

length, length, Bumpywhite stone, Concrete tile, Granite pebbles, length, cut, Sewer with entrance box, length, Tmc sewer plant view, Selected material compacted cms., front view, Stone sticking, Concrete cycle, departure, Head foundation plant, Reception desk, Concrete cycle, entry, Soles cm., Reception desk, Inf., Sup, Technical specifications, Cyclic concrete of p.g.g, Sewer detail, Progressive, item, characteristics, Description work of art, Sewer description, sewer, length, diameter, In

Raw text data extracted from CAD file:

0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 0.30 0.30 1.01 1.20 0.60 0.30 0.20 0.60 0.10 0.10 0.20 LONGITUD “L” 0.20 0.20 0.20 0.80 0.30 0.20 0.30 R0.30 LONGITUD “L” 1.20 0.60 0.60 0.60 1.20 0.40 0.30 0.30 0.30 0.40 1.34 1.01 1.19 0.20 1.00 1.19 1.00 0.20 0.40 0.40 0.20 0.50 0.71 1.21 0.20 0.20 0.20 0.20 0.20 0.20 1.55 1.45 1.45 0.85 1.11 1.11 0.60 1.45 0.60 1.45 2.44 0.61 0.50 0.20 0.20 0.20 0.20 0.80 0.20 0.20 0.20 0.20 1.60 1.20 BUMPYWHITE STONE 0.9972,0.9972,0.9972 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.35”)(11 “Kd” “0.7”)(11 “Ks” “1”)(11 “roughness” “0.94”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.01”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRANITE PEBBLES -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “0”)(11 “Ks” “1”)(11 “roughness” “0.7”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 LONGITUD “L” CORTE A-A (Longitudinal) ALCANTARILLA CON INGRESO BUZON LONGITUD “L” VISTA EN PLANTA DE ALCANTARILLA TMC MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. VISTA FRONTAL EMBOQUILLADO DE PIEDRA 5 5 CONCRETO CICLOPEO S min= 2% 5 5 SALIDA 5 5 5 ESC:1/50 5 5 5 5 5 5 5 5 5 PLANTA DE CIMENTACION DE CABEZAL ESC:1/50 5 5 5 ESC:1/25 ESC:1/50 S= -2% 5 BUZON DE RECEPCION 5 5 CONCRETO CICLOPEO 5 5 5 INGRESO 5 SOLADO f’c=100kg/cm2 e= 0.10 cm. A 5 5 5 5 5 BUZON DE RECEPCION 5 5 5 5 5 S= -2% 5 5 5 ESC:1/50 -Losa Inf. : 5cm -Losa Sup. : 3cm -Muros : 3cm -Losa -Solado -Cimentaciones -Muros ESPECIFICACIONES TECNICAS CONCRETO CICLOPEO f’c=100kg/cm2+30% de p.g d 24 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A3 1/50 5 5 DETALLE DE ALCANTARILLAS d 24″ PROGRESIVA Item 00+020.00 1 CARACTERISTICAS DESCRIPCIÓN OBRA DE ARTE DESCRIPCION DE ALCANTARILLAS 5.15 24 ALCANTARILLA Longitud (L) Diametro (D) Pulg M

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

length, length, Bumpywhite stone, Concrete tile, Granite pebbles, length, cut, Sewer with entrance box, length, Tmc sewer plant view, Selected material compacted cms., front view, Stone sticking, Concrete cycle, departure, Head foundation plant, Reception desk, Concrete cycle, entry, Soles cm., Reception desk, Inf., Sup, Technical specifications, Cyclopean concrete of p.g.g, Sewer detail, Progressive, item, characteristics, Description work of art, Sewer description, sewer, length, diameter, In

Raw text data extracted from CAD file:

0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 0.30 0.30 1.01 1.20 0.60 0.30 0.20 0.60 0.10 0.10 0.20 LONGITUD “L” 0.20 0.20 0.20 0.80 0.30 0.20 0.30 R0.30 LONGITUD “L” 1.20 0.60 0.60 0.60 1.20 0.40 0.30 0.30 0.30 0.40 1.34 1.01 1.19 0.20 1.00 1.19 1.00 0.20 0.40 0.40 0.20 0.50 0.71 1.21 0.20 0.20 0.20 0.20 0.20 0.20 1.55 1.45 1.45 0.85 1.11 1.11 0.60 1.45 0.60 1.45 2.44 0.61 0.50 0.20 0.20 0.20 0.20 0.80 0.20 0.20 0.20 0.20 1.60 1.20 BUMPYWHITE STONE 0.9972,0.9972,0.9972 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.35”)(11 “Kd” “0.7”)(11 “Ks” “1”)(11 “roughness” “0.94”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.01”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRANITE PEBBLES -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “0”)(11 “Ks” “1”)(11 “roughness” “0.7”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 LONGITUD “L” CORTE A-A (Longitudinal) ALCANTARILLA CON INGRESO BUZON LONGITUD “L” VISTA EN PLANTA DE ALCANTARILLA TMC MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. VISTA FRONTAL EMBOQUILLADO DE PIEDRA 5 5 CONCRETO CICLOPEO S min= 2% 5 5 SALIDA 5 5 5 ESC:1/50 5 5 5 5 5 5 5 5 5 PLANTA DE CIMENTACION DE CABEZAL ESC:1/50 5 5 5 ESC:1/25 ESC:1/50 S= -2% 5 BUZON DE RECEPCION 5 5 CONCRETO CICLOPEO 5 5 5 INGRESO 5 SOLADO f’c=100kg/cm2 e= 0.10 cm. A 5 5 5 5 5 BUZON DE RECEPCION 5 5 5 5 5 S= -2% 5 5 5 ESC:1/50 -Losa Inf. : 5cm -Losa Sup. : 3cm -Muros : 3cm -Losa -Solado -Cimentaciones -Muros ESPECIFICACIONES TECNICAS CONCRETO CICLOPEO f’c=100kg/cm2+30% de p.g d 24 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A3 1/50 5 5 DETALLE DE ALCANTARILLAS d 24″ PROGRESIVA Item 00+020.00 1 CARACTERISTICAS DESCRIPCIÓN OBRA DE ARTE DESCRIPCION DE ALCANTARILLAS 5.15 24 ALCANTARILLA Longitud (L) Diametro (D) Pulg M