Canal Water – Bridge 3D DWG Model for AutoCAD

3d Canal Water – Bridge

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

name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, xfg, xeg, xfgt, xegt, xgrid, xgridt, dimension, resident of work: , tarapoto – juanjui, section caspizapa – juanjui, rehabilitation and improvement of the road, contractor :, supervisor :, plan – construction, plan :, supervisor:, date:, scale:, electronic file :, —-, indicated, code:, isometric view, central axis, left, downstream axis, upstream axis, axis_frame, existing irrigation channel embankment, exit head transition, inverted siphon frame, header plant, new structure extension, maintain existing structure, start transition, end inclined section, splice irrigation channel, end transition, start inclined section, end straight section, start splice left side, straight section, existing structure profile, existing inverted siphon profile, subgrade, demolish existing structure, downstream irrigation channel , Irrigation channel upstream, ditch dr existing disposal, epoxy joint, profile, start right side joint, profile new structure, fill for structures, isometric views, caspizapa, bellavista, irrigation channel, upstream, downstream

Raw text data extracted from CAD file:

NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 1.50 .15 .65 .50 .15 .15 .65 .50 .20 .40 .30 .15 .30 .15 3.10 1.50 3.09 2.80 2.15 .15 1.85 .15 .50 .125 .125 2.15 .15 1.85 .15 .15 .70 .25 .15 2.00 .37 .29 1.43 .125 .50 .125 .14 .14 1.00 1.65 .62 .33 .80 .15 .43 1.07 .43 2.06 cota 5.62 5.13 2.00 4.50 12.22 4.50 .93 3.00 10.75 1.47 7.31 13.80 13.78 1.10 6.33 2.00 1.00 3.00 7.43 6.37 7.84 1.40 EXTENSION SIFON INVERTIDO 0.50×0.50 Km 76+499.65 Km 76+499.65 PLANTA , PERFIL Y VISTA ISOMETRICA RESIDENTE DE OBRA: EXTENSION SIFON INVERTIDO 0.50×0.50 TARAPOTO – JUANJUI TRAMO CASPIZAPA – JUANJUI REHABILITACION Y MEJORAMIENTO DE LA CARRETERA CONTRATISTA: SUPERVISOR: PLANO – CONSTRUCCION PLANO: JEFE DE SUPERVISION: FECHA : ESCALA : PLANO N°: SIFON Km 76+499.65 ARCHIVO ELECTRONICO: —- OCT. 2008 INDICADA CODIGO: 1-1 VISTA ISOMETRICA Eje Central PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751379912972267E+005 8.530574176102124E+006 225.0000000000000 11264.64637770218 11323.47562657375 LEFT PEGLT PEGRT PDGL PDGR Eje Central PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751386039991948E+005 8.530609366208661E+006 225.0000000000000 11264.64637770218 11323.47562657375 LEFT PEGLT PEGRT PDGL PDGR Eje Central PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751233431488997E+005 8.530578483106468E+006 225.0000000000000 11264.64637770218 11323.47562657375 LEFT PEGLT PEGRT PDGL PDGR Eje Central PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751258173122467E+005 8.530502332936006E+006 225.0000000000000 11264.64637770218 11323.47562657375 LEFT PEGLT PEGRT PDGL PDGR Eje Central PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751246406631184E+005 8.530517367224543E+006 225.0000000000000 11264.64637770218 11323.47562657375 LEFT PEGLT PEGRT PDGL PDGR Eje Aguas Abajo PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751252122987032E+005 8.530461316442192E+006 225.0000000000000 0.000000000000000 67.09302766688279 LEFT PEGLT PEGRT PDGL PDGR Eje Aguas Abajo PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751241409276671E+005 8.530463685936878E+006 225.0000000000000 0.000000000000000 67.09302766688279 LEFT PEGLT PEGRT PDGL PDGR Eje Aguas Arriba PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751250222791238E+005 8.530441563162671E+006 225.0000000000000 0.000000000000000 75.79935611838924 LEFT PEGLT PEGRT PDGL PDGR Eje Aguas Arriba PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751235658569902E+005 8.530440593023913E+006 225.0000000000000 0.000000000000000 75.79935611838924 LEFT PEGLT PEGRT PDGL PDGR Eje Aguas Abajo PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751500130701248E+005 8.530352148175587E+006 225.0000000000000 0.000000000000000 67.09302766688279 RIGHT PEGLT PEGRT PDGL PDGR Eje Central 11290.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 6.000000 229.000000 0.000000 Eje Central 11292.000000 XFG XEG XGRID XGRIDT 3 2 40.000000 40.000000 6.000000 229.000000 0.000000 eje_marco PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751419051913678E+005 8.530639826803772E+006 225.0000000000000 0.000000000000000 26.82100020510690 RIGHT PEGLT PEGRT PDGL PDGR eje_marco PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.752747119376397E+005 8.530482056909859E+006 225.0000000000000 0.000000000000000 26.82100020510690 RIGHT PEGLT PEGRT PDGL PDGR eje_marco PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751937538896847E+005 8.530471408204586E+006 225.0000000000000 0.000000000000000 26.82100020510690 RIGHT PEGLT PEGRT PDGL PDGR eje_marco PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 2.500000000000000 2.500000000000000 2.500000000000000 3.751936486636156E+005 8.530474438810502E+006 225.0000000000000 0.000000000000000 26.82100020510690 RIGHT PEGLT PEGRT PDGL PDGR eje_marco 8.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 5.000000 229.000000 0.000000 eje_marco 0.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 5.000000 229.000000 0.000000 eje_marco 0.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 5.000000 229.000000 0.000000 eje_marco 6.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 5.000000 229.000000 0.000000 eje_marco 7.560000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 5.000000 229.000000 0.000000 eje_marco 13.220000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 228.000000 0.000000 eje_marco 19.260000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 228.000000 0.000000 eje_marco 20.820000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 228.000000 0.000000 eje_marco 26.820000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 5.000000 228.000000 0.000000 km_75_77 76500.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 25.000000 5.000000 227.000000 0.000000 km_75_77 76500.000000 XFG XEG XGRID XGRIDT 3 2 25.000000 25.000000 5.000000 227.000000 0.000000 -20 -10 0 10 20 228 228 230 230 232 232 km_75_77 KM_75_77.-PEGCT KM_75_77.-PVGRID KM_75_77.-PEGCT km_75_77.-PFGCT KM_75_77.-PEGC km_75_77.-PEGL km_75_77.-PEGR km_75_77.-PFGC km_75_77.-PGRID km_75_77.-PGRIDT 3 3 5.000000000000000 5.000000000000000 20.00000000000000 3.413083430759018E+005 9.226444067570190E+006 225.0000000000000 76479.99999999980 76520.00100000016 LEFT km_75_77.-PEGLT km_75_77.-PEGRT km_75_77.-PDGL km_75_77.-PDGR km_75_77 76500.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 6.000000 226.000000 0.000000 230.00 230.00 5 5 5 5 5 CONCRETO f’c=210 Kg/cm2 5 5 5 5 5 TERRAPLEN CANAL DE REGADIO EXISTENTE 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 CONCRETO f’c=210 Kg/cm2 5 TRANSICION CABEZAL DE SALIDA MARCO SIFON INVERTIDO 5 PLANTA CABEZAL ESC. 1/100 3 3 2 2 CORTE 3-3 ESC. 1/100 5 5 5 CONCRETO SOLADO f’c=100 Kg/cm2 e=0.05m 5 5 5 5 5 5 5 5 5 5 5 CORTE 2-2 ESC. 1/100 C L CONCRETO SOLADO f’c=100 Kg/cm2 e=0.05m 5 CORTE 2-2 ESC. 1/100 C L 1 1 EXTENSION ESTRUCTURA NUEVA MANTENER ESTRUCTURA EXISTENTE 5 5 5 5 5 5 5 5 5 INICIO TRANSICION FIN TRAMO INCLINADO EMPALME CANAL DE REGADIO FIN TRANSICION INICIO TRAMO INCLINADO FIN TRAMO RECTO INICIO EMPALME LADO IZQUIERDO TRAMO RECTO 5 5 PERFIL ESTRUCTURA EXISTENTE PERFIL SIFON INVERTIDO EXISTENTE SUBRASANTE DEMOLER ESTRUCTURA EXISTENTE CANAL DE REGADIO AGUAS ABAJO CANAL DE REGADIO AGUAS ARRIBA ZANJA DRENAJE EXISTENTE 229.724 229.435 229.435 228.350 227.725 227.725 230.335 229.795 230.330 228.840 JUNTA EPOXICA ESC. 1/150 PERFIL ZANJA DRENAJE EXISTENTE 5 5 5 5 5 5 5 5 5 5 FIN TRAMO RECTO INICIO TRAMO INCLINADO FIN TRAMO INCLINADO INICIO TRANSICION FIN TRANSICION EMPALME CANAL DE REGADIO TRAMO RECTO INICIO EMPALME LADO DERECHO EXTENSION ESTRUCTURA NUEVA PERFIL ESTRUCTURA NUEVA TUBERIA TMC d=36″ EMPALME ZANJA DE DRENAJE TUBERIA TMC d=36″ EMPALME ZANJA DE DRENAJE JUNTA EPOXICA PERFIL ESTRUCTURA NUEVA 5 CONCRETO SOLADO f’c=100 Kg/cm2 e=0.05m CONCRETO SOLADO f’c=100 Kg/cm2 e=0.05m CONCRETO SOLADO f’c=100 Kg/cm2 e=0.05m C L RELLENO PARA ESTRUCTURAS EXTENSION SIFON INVERTIDO 0.50×0.50 Km 76+499.65 Km 76+499.65 VISTAS ISOMETRICAS RESIDENTE DE OBRA: EXTENSION SIFON INVERTIDO 0.50×0.50 TARAPOTO – JUANJUI TRAMO CASPIZAPA – JUANJUI REHABILITACION Y MEJORAMIENTO DE LA CARRETERA 116-2008-MTC/20 Contrato de Obra N°: CONTRATISTA: SUPERVISOR: PLANO – CONSTRUCCION PLANO: JEFE DE SUPERVISION: FECHA : ESCALA : PLANO N°: SIFON Km 76+499.65 ARCHIVO ELECTRONICO: —- OCT. 2008 INDICADA CODIGO: 1-1 VISTAS ISOMETRICAS CASPIZAPA BELLAVISTA CASPIZAPA BELLAVISTA CASPIZAPA BELLAVISTA CANAL DE REGADIO AGUAS ARRIBA CANAL DE REGADIO AGUAS ABAJO 76+500 76+500 76+500