Sewer DWG Detail for AutoCAD

Design of a culvert for road crossing a river. Floor – Cortes – Details

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

(I.e., Rev:, Lev, Sh ml, legend, Telephone pole, Ptf, Topographic station, Location, Of the property, Arequipa, flat:, Asoc, Location:, province, Department, district, sheet:, (I.e., Arequipa, Location, Owner:, Indicated, Esc., August, date., Cad:, scale, Perimetric plane, Location, scale, D.c.h., District municipality of cayma, Quota, Prog., ground, Esc. see, Longitudinal profile, Esc. Hor, Quota, Prog., ground, alignment, February, Indicated, draft:, scale:, date:, sheet, responsable:, flat:, Sewers baden details, Esc., section, Esc., Baden plant, Esc., Affirmed, Concrete earthenware, Concrete p.m., Track width, Concrete earthenware, Concrete p.m., Pipe dia., mesh, mesh, plant, Pipe dia., Pipe dia., section, Astm itintec, Sewer head, Wall shoe, Itintec, Fy steel, Fine coarse aggregates, Itintec astm, Cement type portland, Technical specifications, materials, Sewer head, Wall screen, concrete, Pipe dia., Pipe dia., Nv. Of subgrade, Pipe dia., Head of, entry, mesh, mesh, concrete, Nv. Of subgrade, pending, Head of, departure, Type of sewer, elevation, Dia., mesh, mesh, Sewer head type, Pipe dia., mesh, mesh, section, concrete, Nv. Of subgrade, Pipe dia., Head of, entry, mesh, mesh, concrete, Nv. Of subgrade, pending, Head of, departure, elevation, Dia., mesh, mesh, Sewer head type, plant, Pipe dia., Pipe dia., Pipe dia., Pipe dia., Type of sewer

Raw text data extracted from CAD file:

………….. REV: LEV: SH & ML LEYENDA POSTE DE TELEFONO PTF EST- A ESTACION TOPOGRAFICA UBICACION DEL PREDIO : AREQUIPA PLANO: ASOC UBICACION: PROVINCIA DEPARTAMENTO DISTRITO LAMINA: PT-01 : …………. : AREQUIPA TOPOGRAFICO- UBICACION PRPIETARIO: INDICADA ESC. AGOSTO – 2009 FECHA. CAD: ESCALA : 1 / 500 PLANO PERIMETRICO UBICACION ESCALA : 1 / 40 000 D.C.H. Y MUNICIPALIDAD DISTRITAL DE CAYMA 1823 12 11 – – C A M A 2444 2448 2452 2456 COTA PROG. TERRENO ESC. VER = 1:500 PERFIL LONGITUDINAL ESC. HOR = 1:500 COTA PROG. TERRENO 0+000 0+040 0+080 0+120 2456.91 2454.66 2454.02 2453.38 2450.44 2449.41 2449.72 2448.25 ALINEAMIENTO 01 5 5 A-1 4 40 5,00 4,00 0,35 5,00 4,00 0,80 0,30 0,30 4.43 4.43 .53 1.03 .20 .53 1.03 .20 1.41 1.60 1.41 .43 2.00 2.00 2.21 2.21 .90 1.41 1.60 1.41 2.00 2.00 2.21 2.21 .90 4.00 (PROMEDIO) .23 .20 .77 .20 .60 .43 .33 .20 .43 .23 .20 .77 .20 .60 .43 .33 .20 4.43 .60 .23 1.07 1.41 1.07 1.41 2.21 2.21 .20 .80 1.55 4.43 .80 1.55 .30 .30 1.15 .90 .35 1.60 1.41 1.60 1.41 .30 .90 .65 .50 .30 .65 .35 .30 2.21 2.21 .30 .35 .30 1.15 .30 .65 .30 .90 .65 .50 2.95 2.95 1.33 1.33 1.48 1.48 .60 4.00 (PROMEDIO) .94 1.07 .94 1.33 1.33 1.48 1.48 .60 .94 1.07 .94 A0 = 0.841 X 1.189 A1 = 0.594 X 0.841 A2 = 0.42 X 0.594 A3 = 0.297 X 0.42 A4 = 0.21 X 0.297 A2 = 0.42 X 0.594 ESC=1/100 FEBRERO 2016 INDICADA PROYECTO: ESCALA: FECHA: LAMINA : RESPONSABLE: D-1 PLANO: ALCANTARILLAS Y BADEN – DETALLES ESC. 1:100 SECCION A -A SECCION B – B ESC. 1:100 A A B B PLANTA : BADEN ESC. 1:100 AFIRMADO AFIRMADO S = 6 % S = 6 % LOZA DE CONCRETO CONCRETO FC=140 KG/CM2 + 25% P.M. ANCHO DE VIA 5 5 5 5 5 5 5 5 LOZA DE CONCRETO CONCRETO FC=140 KG/CM2 + 25% P.M. 5 5 5 Tubo diám. 0.60 5 .075 d3/8@.40 malla 0.05 d1/2@.40 malla 5 5 5 5 PLANTA 5 Tubo diám. 0.90 5 5 5 L Tubo diám. 0.90 C 5 5 5 SECCION A 5 5 5 ASTM A 615 G-60 / ITINTEC 341.031 CABEZAL DE ALCANTARILLA ZAPATA DE MURO ITINTEC : 400.037 ACERO Fy = 4200 kg/cm2 AGREGADOS GRUESOS Y FINOS ITINTEC – 334.009 ASTM 150 CEMENTO : PORTLAND TIPO I f’c=210 kg/cm2 ESPECIFICACIONES TECNICAS MATERIALES : CABEZAL DE ALCANTARILLA PANTALLA DE MURO Concreto f´c=210Kg/cm2 5 Tubo diám. 0.90 5 5 5 L Tubo diám. 0.90 C A A 5 5 5 5 5 5 A A 4.00 (PROMEDIO) NV. DE SUBRASANTE 5 5 5 5 5 Tubo diám. 0.60 5 CABEZAL DE ENTRADA .075 d3/8@.40 malla 0.05 d1/2@.40 malla 5 5 5 5 5 5 Concreto f´c=210 Kg/cm2 NV. DE SUBRASANTE 5 5 PENDIENTE 2% PENDIENTE 2% CABEZAL DE SALIDA DE ALCANTARILLA D=36″, TIPO – A ELEVACION diám. 0.60 (24″) 5 5 5 d1/2@.40 malla d1/2@.40 malla 1.41 5 1.41 2.21 2.21 4.43 CABEZAL DE ALCANTARILLA D=24″, TIPO – B 5 5 5 5 Tubo diám. 0.90 5 .075 d3/8@.40 malla 0.05 d1/2@.40 malla 5 5 5 5 5 5 SECCION A Concreto f´c=210Kg/cm2 NV. DE SUBRASANTE 5 5 5 5 5 Tubo diám. 0.90 5 CABEZAL DE ENTRADA .075 d3/8@.40 malla 0.05 d1/2@.40 malla 5 5 5 5 5 5 Concreto f´c=210 Kg/cm2 NV. DE SUBRASANTE 5 5 PENDIENTE 2% PENDIENTE 2% CABEZAL DE SALIDA ELEVACION diám. 0.90 (36″) 5 5 5 d1/2@.40 malla d1/2@.40 malla 1.41 5 1.41 2.21 2.21 4.43 CABEZAL DE ALCANTARILLA D=36″, TIPO – A 5 ESC=1/100 PLANTA Tubo diám. 0.60 5 5 5 L Tubo diám. 0.60 C 5 5 5 5 5 5 Tubo diám. 0.60 5 5 5 L Tubo diám. 0.60 C A A 5 5 5 5 5 5 A A 4.00 (PROMEDIO) DE ALCANTARILLA D=24″, TIPO – B ESC=1/50 ESC=1/50 A3 = 0.297 X 0.42

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

(I.e., Rev:, Lev, Sh ml, legend, Telephone pole, Ptf, Topographic station, Location, Of the property, Arequipa, flat:, Asoc, Location:, province, Department, district, sheet:, (I.e., Arequipa, Location, Owner:, Indicated, Esc., August, date., Cad:, scale, Perimetric plane, Location, scale, D.c.h., District municipality of cayma, Quota, Prog., ground, Esc. see, Longitudinal profile, Esc. Hor, Quota, Prog., ground, alignment, February, Indicated, draft:, scale:, date:, sheet, responsable:, flat:, Sewers baden details, Esc., section, Esc., Baden plant, Esc., Affirmed, Concrete earthenware, Concrete p.m., Track width, Concrete earthenware, Concrete p.m., Dia., mesh, mesh, plant, Dia., Dia., section, Astm itintec, Sewer head, Wall shoe, Itintec, Fy steel, Fine coarse aggregates, Itintec astm, Cement type portland, Technical specifications, materials, Sewer head, Wall screen, concrete, Dia., Dia., Nv. Of subgrade, Dia., Head of, entry, mesh, mesh, concrete, Nv. Of subgrade, pending, Head of, departure, Type of sewer, elevation, Dia., mesh, mesh, Sewer head type, Dia., mesh, mesh, section, concrete, Nv. Of subgrade, Dia., Head of, entry, mesh, mesh, concrete, Nv. Of subgrade, pending, Head of, departure, elevation, Dia., mesh, mesh, Sewer head type, plant, Dia., Dia., Dia., Dia., Type of sewer

Raw text data extracted from CAD file:

………….. REV: LEV: SH & ML LEYENDA POSTE DE TELEFONO PTF EST- A ESTACION TOPOGRAFICA UBICACION DEL PREDIO : AREQUIPA PLANO: ASOC UBICACION: PROVINCIA DEPARTAMENTO DISTRITO LAMINA: PT-01 : …………. : AREQUIPA TOPOGRAFICO- UBICACION PRPIETARIO: INDICADA ESC. AGOSTO – 2009 FECHA. CAD: ESCALA : 1 / 500 PLANO PERIMETRICO UBICACION ESCALA : 1 / 40 000 D.C.H. Y MUNICIPALIDAD DISTRITAL DE CAYMA 1823 12 11 – – C A M A 2444 2448 2452 2456 COTA PROG. TERRENO ESC. VER = 1:500 PERFIL LONGITUDINAL ESC. HOR = 1:500 COTA PROG. TERRENO 0+000 0+040 0+080 0+120 2456.91 2454.66 2454.02 2453.38 2450.44 2449.41 2449.72 2448.25 ALINEAMIENTO 01 5 5 A-1 4 40 5,00 4,00 0,35 5,00 4,00 0,80 0,30 0,30 4.43 4.43 .53 1.03 .20 .53 1.03 .20 1.41 1.60 1.41 .43 2.00 2.00 2.21 2.21 .90 1.41 1.60 1.41 2.00 2.00 2.21 2.21 .90 4.00 (PROMEDIO) .23 .20 .77 .20 .60 .43 .33 .20 .43 .23 .20 .77 .20 .60 .43 .33 .20 4.43 .60 .23 1.07 1.41 1.07 1.41 2.21 2.21 .20 .80 1.55 4.43 .80 1.55 .30 .30 1.15 .90 .35 1.60 1.41 1.60 1.41 .30 .90 .65 .50 .30 .65 .35 .30 2.21 2.21 .30 .35 .30 1.15 .30 .65 .30 .90 .65 .50 2.95 2.95 1.33 1.33 1.48 1.48 .60 4.00 (PROMEDIO) .94 1.07 .94 1.33 1.33 1.48 1.48 .60 .94 1.07 .94 A0 = 0.841 X 1.189 A1 = 0.594 X 0.841 A2 = 0.42 X 0.594 A3 = 0.297 X 0.42 A4 = 0.21 X 0.297 A2 = 0.42 X 0.594 ESC=1/100 FEBRERO 2016 INDICADA PROYECTO: ESCALA: FECHA: LAMINA : RESPONSABLE: D-1 PLANO: ALCANTARILLAS Y BADEN – DETALLES ESC. 1:100 SECCION A -A SECCION B – B ESC. 1:100 A A B B PLANTA : BADEN ESC. 1:100 AFIRMADO AFIRMADO S = 6 % S = 6 % LOZA DE CONCRETO CONCRETO FC=140 KG/CM2 + 25% P.M. ANCHO DE VIA 5 5 5 5 5 5 5 5 LOZA DE CONCRETO CONCRETO FC=140 KG/CM2 + 25% P.M. 5 5 5 Tubo diám. 0.60 5 .075 d3/8@.40 malla 0.05 d1/2@.40 malla 5 5 5 5 PLANTA 5 Tubo diám. 0.90 5 5 5 L Tubo diám. 0.90 C 5 5 5 SECCION A 5 5 5 ASTM A 615 G-60 / ITINTEC 341.031 CABEZAL DE ALCANTARILLA ZAPATA DE MURO ITINTEC : 400.037 ACERO Fy = 4200 kg/cm2 AGREGADOS GRUESOS Y FINOS ITINTEC – 334.009 ASTM 150 CEMENTO : PORTLAND TIPO I f’c=210 kg/cm2 ESPECIFICACIONES TECNICAS MATERIALES : CABEZAL DE ALCANTARILLA PANTALLA DE MURO Concreto f´c=210Kg/cm2 5 Tubo diám. 0.90 5 5 5 L Tubo diám. 0.90 C A A 5 5 5 5 5 5 A A 4.00 (PROMEDIO) NV. DE SUBRASANTE 5 5 5 5 5 Tubo diám. 0.60 5 CABEZAL DE ENTRADA .075 d3/8@.40 malla 0.05 d1/2@.40 malla 5 5 5 5 5 5 Concreto f´c=210 Kg/cm2 NV. DE SUBRASANTE 5 5 PENDIENTE 2% PENDIENTE 2% CABEZAL DE SALIDA DE ALCANTARILLA D=36″, TIPO – A ELEVACION diám. 0.60 (24″) 5 5 5 d1/2@.40 malla d1/2@.40 malla 1.41 5 1.41 2.21 2.21 4.43 CABEZAL DE ALCANTARILLA D=24″, TIPO – B 5 5 5 5 Tubo diám. 0.90 5 .075 d3/8@.40 malla 0.05 d1/2@.40 malla 5 5 5 5 5 5 SECCION A Concreto f´c=210Kg/cm2 NV. DE SUBRASANTE 5 5 5 5 5 Tubo diám. 0.90 5 CABEZAL DE ENTRADA .075 d3/8@.40 malla 0.05 d1/2@.40 malla 5 5 5 5 5 5 Concreto f´c=210 Kg/cm2 NV. DE SUBRASANTE 5 5 PENDIENTE 2% PENDIENTE 2% CABEZAL DE SALIDA ELEVACION diám. 0.90 (36″) 5 5 5 d1/2@.40 malla d1/2@.40 malla 1.41 5 1.41 2.21 2.21 4.43 CABEZAL DE ALCANTARILLA D=36″, TIPO – A 5 ESC=1/100 PLANTA Tubo diám. 0.60 5 5 5 L Tubo diám. 0.60 C 5 5 5 5 5 5 Tubo diám. 0.60 5 5 5 L Tubo diám. 0.60 C A A 5 5 5 5 5 5 A A 4.00 (PROMEDIO) DE ALCANTARILLA D=24″, TIPO – B ESC=1/50 ESC=1/50 A3 = 0.297 X 0.42