Sewer DWG Section for AutoCAD

Sewer DWG Section for AutoCAD

Sewer rectangular reinforced concrete box-section, for the passage of irrigation water.

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

Alcant., sharp bend, the left, Turn right, Countercurve curve, Countercurve curve, Sinuous road, right, Sinuous road, left, Turn left, Baden depression, steep slope, bridge, tunnel, school zone, Care animals on the road, Return curve, Zones of collapse, Asphalt joint cm, Sole, scale, cut, variable, Input output screen, Techniques, Visible corners will carry, concrete, steel, Splicing length, Splices, Coatings, For all armed structures will be concrete, For flooring thickness cm will be concrete f’c hundred. Horm., Degree fy, Min., They will not be made in the zones of maximum flexion efforts, scale, variable, scale, Sole, cut, Sardinel beam, Armor layer lower, Upper layer armor, Longitudinal axis, scale, plant, Sole, Cm in foundations cm in lateral walls, Alcant. Alcant., Sardinel beam, natural terrain, Asphalt pavement, retaining wall, Seal with water stop, Sewer number, scale, cut, scale, Sole, cut, Sardinel beam, Armor layer lower, Upper layer armor, Longitudinal axis, scale, plant, Sardinel beam, Asphalt pavement, variable, Input output screen, scale, Techniques, Visible corners will carry, concrete, steel, Splicing length, Splices, Coatings, For all armed structures will be concrete, For flooring thickness cm will be concrete f’c hundred. Horm., Degree fy, Min., They will not be made in the zones of maximum flexion efforts, Cm in foundations cm in lateral walls, Sewer number, Sole, scale, cut, scale, Sole, cut, Sardinel beam, Armor layer lower, Upper layer armor, Longitudinal axis, scale, plant, Sardinel beam, Asphalt pavement, variable, Input output screen, scale, Techniques, Visible corners will carry, concrete, steel, Splicing length, Splices, Coatings, For all armed structures will be concrete, For flooring thickness cm will be concrete f’c hundred. Horm., Degree fy, Min., They will not be made in the zones of maximum flexion efforts, Cm in foundations cm in lateral walls, Sewer number, sidewalk, Techniques, Visible corners will carry, concrete, steel, Splicing length, Splices, Coatings, For all armed structures will be concrete, For flooring thickness cm will be concrete f’c hundred. Horm., Degree fy, Min., They will not be made in the zones of maximum flexion efforts, Cm in foundations cm in lateral walls, Soil capacity, Soil studies, Sole, overload, According to mtc for, Soil friction angle, Soil studies, retaining wall, Pavement level, Stuffing with loan material, variable

Raw text data extracted from CAD file:

1 \A1;0.20 \A1;0.50 \A1;0.50 \A1;variable \A1;0.20 \A1;0.30 \A1;variable \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.30 \A1;0.50 \A1;1.20 \A1;0.30 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.85 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;ALCANT. 1= 1.24 m ALCANT. 2 = 1.85 m \A1;0.20 \A1;0.05 \A1;1.00 \A1;4.05 \A1;3.99 \A1;0.20 \A1;0.20 \A1;15.00 \A1;0.30 \A1;0.20 \A1;0.30 P-1B CURVA PRONUNCIADA A LA IZQUIERDA P-2A CURVA A LA DERECHA P-4B CURVA Y CONTRACURVA (IZQUIERDA-DERECHA) P-4A CURVA Y CONTRACURVA (DERECHA-IZQUIERDA) P-5A CAMINO SINUOSO DERECHA P-5B CAMINO SINUOSO IZQUIERDA CURVA A LA IZQUIERDA P-2B P-34 BADEN O DEPRESION PENDIENTE PRONUNCIADA P-35 P-40 PUENTE TUNEL P-41 P-49 ZONA ESCOLAR CUIDADO ANIMALES EN LA VIA P-53 CURVA DE DEVUELTA ZONAS DE DERRUMBRE P-37 A \A1;15.00 \A1;0.45 \A1;0.50 \A1;15.00 \A1;0.45 \A1;0.85 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.20 \A1;1.30 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.20 \A1;15.00 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.50 \A1;variable \A1;0.20 \A1;0.30 JUNTA ASFALTICA E=2.54 cm \A1;0.20 \A1;0.50 \A1;0.50 \A1;variable \A1;0.20 \A1;0.30 \A1;0.20 \A1;1.00 \A1;0.60 \A1;2.00 \A1;0.37 \A1;Variable \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.20 \A1;1.30 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.45 \A1;0.20 \A1;0.20 \A1;0.85 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.05 \A1;0.20 \A1;1.30 \A1;0.85 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.40 \A1;0.30 \A1;1.50 \A1;15.00 \A1;15.00 \A1;0.23 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.50 4 Ø3/8" Ø1/2" @ 0.30 Ø1/2" @ 0.30 Ø1/2" @ 0.30 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 4 Ø3/8" 4 Ø3/8" 4 Ø3/8" SOLADO ESCALA 1:25 CORTE A-A Ø1/2" 0.20 0.50 C L 0.50 variable 0.20 PANTALLA DE SALIDA Y ENTRADA Ø1/2" Ø1/2" @ 0.30 Ø1/2" @ 0.30 \LESPECIFICACIONES TÉCNICAS \A1;TODAS LAS ESQUINAS VISIBLES LLEVARAN OCHAVOS DE 1 \S1/2;\H1.429x;" x 1\H0.7x;\S1/2;\H1.429x;" CONCRETO ACERO LONGITUD DE EMPALME EMPALMES RECUBRIMIENTOS PARA TODAS LAS ESTRUCTURAS ARMADAS SERA CONCRETO f´c = 210 kg/cm2 PARA SOLADO ESPESOR 5 cm SERA CONCRETO f'c = 100 kg/cm2 : 1:10 Cem. - Horm. GRADO 60, Fy = 4200 Kg/cm2 : : 36 Ø min. NO SE HARAN EN LAS ZONAS DE MAXIMOS ESFUERZOS DE FLEXION : : : ESCALA 1:25 0.30 variable ESCALA 1:25 0.20 0.50 Ø1/2" Ø1/2" @ 0.25 0.20 Ø1/2" @ 0.30 SOLADO CORTE B-B Ø3/8" c. 0.20 Ø1/2" VIGA SARDINEL 0.20 Ø1/2" @ 0.30 Ø1/2" @ 0.25 0.20 0.20 0.20 0.50 1.20 Ø1/2" Ø1/2" Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.30 Ø1/2" @ 0.30 Armadura capa inferior Armadura capa superior Ø1/2" @ 0.25 Ø1/2" @ 0.30 Ø1/2" @ 0.25 Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø1/2" @ 0.30 0.30 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Eje longitudinal 0.20 1.00 0.20 0.50 0.50 ESCALA 1:25 PLANTA Ø1/2" @ 0.30 Ø1/2" @ 0.30 Ø1/2" B A A B Ø1/2" @ 0.25 0.85 SOLADO 4 Ø3/8" Ø1/2" @ 0.25 0.30 0.30 0.20 Ø1/2" @ 0.30 0.20 Ø1/2" @ 0.30 0.20 0.05 4 Ø3/8" 4 Ø3/8" Ø1/2" @ 0.25 Ø1/2" @ 0.30 0.20 4 Ø3/8" 1.30 7.5 cm EN CIMENTACION Y 3 cm EN MUROS LATERALES 5 5 5 ALCANT. 1= 1.24 m ALCANT. 2 = 1.85 m 5 5 5 5 5 5 5 15.00 5 Ø3/8" c. 0.20 VIGA SARDINEL 5 5 TERRENO NATURAL PAVIMENTO ASFALTICO MURO DE CONTENCION SELLO CON WATER STOP 15.00 5 5 ALCANTARILLA Nº 1 Y 2 ESCALA 1:25 CORTE A-A 0.85 ESCALA 1:25 0.20 0.50 Ø1/2" Ø1/2" @ 0.25 0.20 Ø1/2" @ 0.30 SOLADO CORTE B-B Ø3/8" c. 0.20 Ø1/2" VIGA SARDINEL 0.20 Ø1/2" @ 0.30 Ø1/2" @ 0.25 0.20 0.20 0.20 0.50 Ø1/2" Ø1/2" Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.30 Ø1/2" @ 0.30 Armadura capa inferior Armadura capa superior Ø1/2" @ 0.25 Ø1/2" @ 0.30 Ø1/2" @ 0.25 Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø1/2" @ 0.30 0.30 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Eje longitudinal 0.20 1.30 0.20 0.50 0.50 ESCALA 1:25 PLANTA Ø1/2" @ 0.30 Ø1/2" @ 0.30 Ø1/2" B A A B 5 5 15.00 5 Ø3/8" c. 0.20 VIGA SARDINEL 5 5 15.00 5 5 PAVIMENTO ASFALTICO PAVIMENTO ASFALTICO Ø1/2" 0.20 0.50 C L 0.50 variable 0.20 PANTALLA DE SALIDA Y ENTRADA Ø1/2" Ø1/2" @ 0.30 Ø1/2" @ 0.30 ESCALA 1:25 0.30 \LESPECIFICACIONES TÉCNICAS \A1;TODAS LAS ESQUINAS VISIBLES LLEVARAN OCHAVOS DE 1 \S1/2;\H1.429x;" x 1\H0.7x;\S1/2;\H1.429x;" CONCRETO ACERO LONGITUD DE EMPALME EMPALMES RECUBRIMIENTOS PARA TODAS LAS ESTRUCTURAS ARMADAS SERA CONCRETO f´c = 210 kg/cm2 PARA SOLADO ESPESOR 5 cm SERA CONCRETO f'c = 100 kg/cm2 : 1:10 Cem. - Horm. GRADO 60, Fy = 4200 Kg/cm2 : : 36 Ø min. NO SE HARAN EN LAS ZONAS DE MAXIMOS ESFUERZOS DE FLEXION : : : 7.5 cm EN CIMENTACION Y 3 cm EN MUROS LATERALES ALCANTARILLA Nº 3,4,5,6,7 Ø1/2" @ 0.25 Ø1/2" @ 0.25 0.85 SOLADO 4 Ø3/8" Ø1/2" @ 0.25 0.30 0.30 0.20 Ø1/2" @ 0.30 0.20 Ø1/2" @ 0.30 0.20 0.05 4 Ø3/8" 4 Ø3/8" Ø1/2" @ 0.25 Ø1/2" @ 0.30 0.20 4 Ø3/8" 1.30 ESCALA 1:25 CORTE A-A 0.85 ESCALA 1:25 0.20 0.50 Ø1/2" Ø1/2" @ 0.25 0.20 Ø1/2" @ 0.30 SOLADO CORTE B-B Ø3/8" c. 0.20 Ø1/2" VIGA SARDINEL 0.20 Ø1/2" @ 0.30 Ø1/2" @ 0.25 0.20 0.20 0.20 0.50 Ø1/2" Ø1/2" Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.30 Ø1/2" @ 0.30 Armadura capa inferior Armadura capa superior Ø1/2" @ 0.25 Ø1/2" @ 0.30 Ø1/2" @ 0.25 Ø3/8" Ø3/8" Ø3/8" Ø3/8" Ø1/2" @ 0.30 0.30 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Ø1/2" @ 0.25 Eje longitudinal 0.20 1.30 0.20 0.50 0.50 ESCALA 1:25 PLANTA Ø1/2" @ 0.30 Ø1/2" @ 0.30 Ø1/2" B A A B 5 5 5 Ø3/8" c. 0.20 VIGA SARDINEL 5 5 5 5 PAVIMENTO ASFALTICO Ø1/2" 0.20 0.50 C L 0.50 variable 0.20 PANTALLA DE SALIDA Y ENTRADA Ø1/2" Ø1/2" @ 0.30 Ø1/2" @ 0.30 ESCALA 1:25 0.30 \LESPECIFICACIONES TÉCNICAS \A1;TODAS LAS ESQUINAS VISIBLES LLEVARAN OCHAVOS DE 1 \S1/2;\H1.429x;" x 1\H0.7x;\S1/2;\H1.429x;" CONCRETO ACERO LONGITUD DE EMPALME EMPALMES RECUBRIMIENTOS PARA TODAS LAS ESTRUCTURAS ARMADAS SERA CONCRETO f´c = 210 kg/cm2 PARA SOLADO ESPESOR 5 cm SERA CONCRETO f'c = 100 kg/cm2 : 1:10 Cem. - Horm. GRADO 60, Fy = 4200 Kg/cm2 : : 36 Ø min. NO SE HARAN EN LAS ZONAS DE MAXIMOS ESFUERZOS DE FLEXION : : : 7.5 cm EN CIMENTACION Y 3 cm EN MUROS LATERALES ALCANTARILLA Nº 8 Ø1/2" @ 0.25 Ø5/8" @ 0.20 Ø1/2" @ 0.25 VEREDA \LESPECIFICACIONES TÉCNICAS \A1;TODAS LAS ESQUINAS VISIBLES LLEVARAN OCHAVOS DE 1 \S1/2;\H1.429x;" x 1\H0.7x;\S1/2;\H1.429x;" CONCRETO ACERO LONGITUD DE EMPALME EMPALMES RECUBRIMIENTOS PARA TODAS LAS ESTRUCTURAS ARMADAS SERA CONCRETO f´c = 210 kg/cm2 PARA SOLADO ESPESOR 5 cm SERA CONCRETO f'c = 100 kg/cm2 : 1:10 Cem. - Horm. GRADO 60, Fy = 4200 Kg/cm2 : : 36 Ø min. NO SE HARAN EN LAS ZONAS DE MAXIMOS ESFUERZOS DE FLEXION : : : 7.5 cm EN CIMENTACION Y 3 cm EN MUROS LATERALES 5 5 5 5 5 5 5 5 5 CAPACIDAD DEL SUELO 0.64 Kg/cm2 ( estudios de suelos INDUCONS) : SOLADO E= 2" SOBRECARGA 0.96 T/m2 ( Segun MTC para Carreteras) : ANGULO FRICCION SUELO 33.5º( ESTUDIOS DE SUELOS INDUCONS) : MURO DE CONTENCION 15.00 NIVEL DEL PAVIMENTO = 24.59 m RELLENO CON MATERIAL DE PRESTAMO 15.00 5 5 Variable 5 5 1 1.5

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, canal, concrete, DWG, irrigation, kläranlage, passage, rectangular, reinforced, section, sewer, treatment plant, water