Abstraction Of Drinking Water DWG Full Project for AutoCAD

Structural Plan a barrage catchment type of a project.

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

Prom., Prom., Effort creep fy, F’c cylindrical resistance, Quality of materials used, Concrete steel:, Norms asshto, rule, S standard. R., rule, Used codes, Splices:, concrete:, D. dipstick, value of, D. dipstick, Boxes of standard hooks in, Rods of corrugated iron:, value of, Structural design criterion, floor, Walls, Technical specifications, underside, Upper face, Grade corrugated steel, Shredder:, reinforcing steel, Coatings, Reinforced concrete, Asphalt seal, your B. Pvc, Mm, Income channel, Comes from capture, Go to the reservoir, Fºgº mesh, Marco ang., Fºgº mesh, Marco ang., your B. Pvc, Mm, Soles cm, Mesh, Fºgº mesh, Marco ang., your B. Pvc, Mm, variable, Mesh, variable, Soles cm, transition, Soles cm, Soles cm, Soles cm, Stuffed with, Own material, Support bed, With coarse sand, Prom., your B. Pvc mm, First fill, Proprietary material selected, Asphalt seal, Water stop, Stuffed with, Own material, Support bed, With coarse sand, Prom., your B. Pvc mm, First fill, Proprietary material selected, Esc:, Typical trench section, Sandblasting plant, Esc:, cut, Esc:, cut, Esc:, cut, Esc:, cut, Esc:, cut, Esc:, Shredder, Esc:, Driving pipe, title, subtitle, Notes

Raw text data extracted from CAD file:

\A1;L \A1;G \A1;.10 \A1;.30 \A1;.10 \A1;.40 \A1;2.38 \A1;.15 \A1;.30 \A1;.15 \A1;4.86 \A1;1.45 \A1;.15 \A1;0.15 \A1;.15 \A1;.35 \A1;.40 \A1;.30 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;1.60 \A1;.15 \A1;.20 \A1;.15 \A1;1.57 \A1;2.40 \A1;.38 \A1;.35 \A1;1.72 \A1;2.40 \A1;.38 \A1;.15 \A1;.45 \A1;.10 \A1;.15 \A1;.15 \A1;.55 \A1;.15 \A1;1.45 \A1;.90 \A1;.55 \A1;.65 \A1;.38 \A1;2.40 \A1;1.57 \A1;.35 \A1;.15 \A1;.05 \A1;.15 \A1;.65 \A1;.10 \A1;.15 \A1;.55 \A1;VARIABLE \A1;.15 \A1;VARIABLE \A1;.15 \A1;.15 \A1;.45 \A1;.05 \A1;.05 \A1;.15 \A1;1.30 \A1;.15 \A1;.05 \A1;1.45 \A1;1.30 \A1;.30 \A1;.15 \A1;1.60 \A1;.15 \A1;.45 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.50 \A1;.30 \A1;.50 \A1;.15 \A1;.45 \A1;.05 \A1;.60 H prom. 0.55 M .45 0.10 0.10 \A1;.45 \A1;0.10 \A1;H prom. 0.55 M \A1;.45 \A1;0.10 \A1;3.16 -3325.259366174789 A 99-99 ±0.00 ± 0.00 A A A L G 25 20 15 ESFUERZO A LA FLUENCIA fy = 4200 Kg/cm2 RESISTENCIA CILINDRICA DEL C° f’c = 175 Kg/cm2 CALIDAD DE LOS MATERIALES UTILIZADOS ACERO PARA CONCRETO: NORMAS ASSHTO NORMA E-060- C° A° NORMA DE DISE%%ÑO S. R. NORMA E-020-CARGAS CODIGOS UTILIZADOS EMPALMES: CONCRETO: d 1/2″ d 3/8″ d 1/4″ D. VARILLA VALOR DE L 50 40 30 d 3/8″ D. VARILLA d 1/4″ d 1/2″ CUADROS DE GANCHOS STANDAR EN VARILLAS DE FIERRO CORRUGADO: VALOR DE G CRITERIO DE DISEÑO ESTRUCTURAL : 7.00 cm : 4.00 cm : f’y=4200 Kg/cm2 : F’c= 175 Kg/cm2 : F’c= 175 Kg/cm2 Piso Muros ESPECIFICACIONES TECNICAS Cara Inferior Cara Superior Acero Corrugado Grado 60 DESARENADOR: ACERO DE REFUERZO RECUBRIMIENTOS CONCRETO ARMADO JUNTA ASFALTICA 5 <> 5 5 5 5 5 5 TUB. PVC C-7.5 DN = 250 mm CANAL DE INGRESO 5 VIENE DE LA CAPTACION VA AL RESERVORIO 5 5 0.15 5 MALLA FºGº Nº8X3/4″ MARCO ANG. 1/2″ 5 5 MALLA FºGº Nº8X3/4″ MARCO ANG. 1/2″ 5 5 5 5 5 TUB. PVC C-7.5 DN = 250 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8″@0.20 S=1.5% SOLADO e= 5 cm C/A 1:12 MALLA DE d3/8″@0.20 5 5 5 5 5 5 5 MALLA FºGº Nº8X3/4″ MARCO ANG. 1/2″ TUB. PVC C-7.5 DN = 250 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S=1.5% VARIABLE d3/8″@0.20 5 MALLA DE VARIABLE 5 5 5 SOLADO E= 5 cm C/A 1:12 TRANSICION 5 SOLADO e= 5 cm C/A 1:12 5 5 <> 5 5 5 5 5 5 5 5 5 5 <> 5 5 SOLADO E= 10 cm C/A 1:12 5 5 5 5 5 5 SOLADO E= 5 cm C/A 1:12 d3/8″@0.20 5 5 RELLENO CON MATERIAL PROPIO CAMA DE APOYO CON ARENA GRUESA H prom. 0.55 M .45 0.10 TUB. PVC d 160 MM PRIMER RELLENO MATERIAL PROPIO SELECTO 0.10 JUNTA ASFALTICA JUNTA CON WATER STOP 6″ 5 RELLENO CON MATERIAL PROPIO CAMA DE APOYO CON ARENA GRUESA H prom. 0.55 M .45 0.10 TUB. PVC d 250 MM PRIMER RELLENO MATERIAL PROPIO SELECTO 0.10 ESC: 1/10 SECCION TIPICA DE ZANJA PLANTA – DESARENADOR ESC: 1/20 CORTE E-E ESC: 1/20 CORTE C-C ESC: 1/20 CORTE A-A ESC: 1/20 CORTE B-B ESC: 1/20 CORTE D-D ESC: 1/20 DESARENADOR DESARENADOR DESARENADOR DESARENADOR DESARENADOR ESC: 1/20 TUBERIA DE CONDUCCION TITULO SUBTITULO NOTAS ±0.00 ± 0.00 A A B B C C D D E E

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

Prom., Prom., Effort creep fy, F’c cylindrical resistance, Quality of materials used, Concrete steel:, Norms asshto, rule, Standard of s. R., rule, Used codes, Splices:, concrete:, D. dipstick, value of, D. dipstick, Boxes of standard hooks in, Rods of corrugated iron:, value of, Structural design criterion, floor, Walls, Technical specifications, underside, Upper face, Grade corrugated steel, Sandbox:, reinforcing steel, Coatings, Reinforced concrete, Asphalt seal, your B. Pvc, Mm, Income channel, Comes from capture, Go to the reservoir, Fºgº mesh, Marco ang., Fºgº mesh, Marco ang., your B. Pvc, Mm, Soles cm, Mesh, Fºgº mesh, Marco ang., your B. Pvc, Mm, variable, Mesh, variable, Soles cm, transition, Soles cm, Soles cm, Soles cm, Stuffed with, Own material, Support bed, With coarse sand, Prom., your B. Pvc mm, First fill, Proprietary material selected, Asphalt seal, Water stop, Stuffed with, Own material, Support bed, With coarse sand, Prom., your B. Pvc mm, First fill, Proprietary material selected, Esc:, Typical trench section, Sandblasting plant, Esc:, cut, Esc:, cut, Esc:, cut, Esc:, cut, Esc:, cut, Esc:, Shredder, Esc:, Driving pipe, title, subtitle, Notes

Raw text data extracted from CAD file:

\A1;L \A1;G \A1;.10 \A1;.30 \A1;.10 \A1;.40 \A1;2.38 \A1;.15 \A1;.30 \A1;.15 \A1;4.86 \A1;1.45 \A1;.15 \A1;0.15 \A1;.15 \A1;.35 \A1;.40 \A1;.30 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;.15 \A1;.40 \A1;.15 \A1;.30 \A1;1.60 \A1;.15 \A1;.20 \A1;.15 \A1;1.57 \A1;2.40 \A1;.38 \A1;.35 \A1;1.72 \A1;2.40 \A1;.38 \A1;.15 \A1;.45 \A1;.10 \A1;.15 \A1;.15 \A1;.55 \A1;.15 \A1;1.45 \A1;.90 \A1;.55 \A1;.65 \A1;.38 \A1;2.40 \A1;1.57 \A1;.35 \A1;.15 \A1;.05 \A1;.15 \A1;.65 \A1;.10 \A1;.15 \A1;.55 \A1;VARIABLE \A1;.15 \A1;VARIABLE \A1;.15 \A1;.15 \A1;.45 \A1;.05 \A1;.05 \A1;.15 \A1;1.30 \A1;.15 \A1;.05 \A1;1.45 \A1;1.30 \A1;.30 \A1;.15 \A1;1.60 \A1;.15 \A1;.45 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.50 \A1;.30 \A1;.50 \A1;.15 \A1;.45 \A1;.05 \A1;.60 H prom. 0.55 M .45 0.10 0.10 \A1;.45 \A1;0.10 \A1;H prom. 0.55 M \A1;.45 \A1;0.10 \A1;3.16 -3325.259366174789 A 99-99 ±0.00 ± 0.00 A A A L G 25 20 15 ESFUERZO A LA FLUENCIA fy = 4200 Kg/cm2 RESISTENCIA CILINDRICA DEL C° f’c = 175 Kg/cm2 CALIDAD DE LOS MATERIALES UTILIZADOS ACERO PARA CONCRETO: NORMAS ASSHTO NORMA E-060- C° A° NORMA DE DISE%%ÑO S. R. NORMA E-020-CARGAS CODIGOS UTILIZADOS EMPALMES: CONCRETO: d 1/2″ d 3/8″ d 1/4″ D. VARILLA VALOR DE L 50 40 30 d 3/8″ D. VARILLA d 1/4″ d 1/2″ CUADROS DE GANCHOS STANDAR EN VARILLAS DE FIERRO CORRUGADO: VALOR DE G CRITERIO DE DISEÑO ESTRUCTURAL : 7.00 cm : 4.00 cm : f’y=4200 Kg/cm2 : F’c= 175 Kg/cm2 : F’c= 175 Kg/cm2 Piso Muros ESPECIFICACIONES TECNICAS Cara Inferior Cara Superior Acero Corrugado Grado 60 DESARENADOR: ACERO DE REFUERZO RECUBRIMIENTOS CONCRETO ARMADO JUNTA ASFALTICA 5 <> 5 5 5 5 5 5 TUB. PVC C-7.5 DN = 250 mm CANAL DE INGRESO 5 VIENE DE LA CAPTACION VA AL RESERVORIO 5 5 0.15 5 MALLA FºGº Nº8X3/4″ MARCO ANG. 1/2″ 5 5 MALLA FºGº Nº8X3/4″ MARCO ANG. 1/2″ 5 5 5 5 5 TUB. PVC C-7.5 DN = 250 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8″@0.20 S=1.5% SOLADO e= 5 cm C/A 1:12 MALLA DE d3/8″@0.20 5 5 5 5 5 5 5 MALLA FºGº Nº8X3/4″ MARCO ANG. 1/2″ TUB. PVC C-7.5 DN = 250 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S=1.5% VARIABLE d3/8″@0.20 5 MALLA DE VARIABLE 5 5 5 SOLADO E= 5 cm C/A 1:12 TRANSICION 5 SOLADO e= 5 cm C/A 1:12 5 5 <> 5 5 5 5 5 5 5 5 5 5 <> 5 5 SOLADO E= 10 cm C/A 1:12 5 5 5 5 5 5 SOLADO E= 5 cm C/A 1:12 d3/8″@0.20 5 5 RELLENO CON MATERIAL PROPIO CAMA DE APOYO CON ARENA GRUESA H prom. 0.55 M .45 0.10 TUB. PVC d 160 MM PRIMER RELLENO MATERIAL PROPIO SELECTO 0.10 JUNTA ASFALTICA JUNTA CON WATER STOP 6″ 5 RELLENO CON MATERIAL PROPIO CAMA DE APOYO CON ARENA GRUESA H prom. 0.55 M .45 0.10 TUB. PVC d 250 MM PRIMER RELLENO MATERIAL PROPIO SELECTO 0.10 ESC: 1/10 SECCION TIPICA DE ZANJA PLANTA – DESARENADOR ESC: 1/20 CORTE E-E ESC: 1/20 CORTE C-C ESC: 1/20 CORTE A-A ESC: 1/20 CORTE B-B ESC: 1/20 CORTE D-D ESC: 1/20 DESARENADOR DESARENADOR DESARENADOR DESARENADOR DESARENADOR ESC: 1/20 TUBERIA DE CONDUCCION TITULO SUBTITULO NOTAS ±0.00 ± 0.00 A A B B C C D D E E