Plano Sewer DWG Section for AutoCAD

Plano culvert sections 06 800 cuts

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

Tmc, South peru brazil, Interoceanic road corridor project, Section: san juan de marcona urcos section, contractor, flat:, Project code, Ministry of transport communications, Special project of transport infrastructure, Provias national, date, Rev. :, description, Head of supervision:, date:, Construction manager, Ing. Felix ugarte, Rev., Location:, p., South Building Consortium, Head of topography:, scale, Tmc sewer, Ing. Jorge alvarado, Ing. F. Alfaro, Sewer type tmc km, July, consortium, Union, Ial, downstream, Upstream, Type tmc.ø, Km., Tubing shaft, South peru brazil, Interoceanic road corridor project, Section: san juan de marcona urcos section, contractor, flat:, Project code, Ministry of transport communications, Special project of transport infrastructure, Provias national, Head of supervision:, date:, Construction manager, Ing. Felix ugarte, Rev., Location:, South Building Consortium, technical manager:, scale, Tmc sewer, Sewer type tmc km, consortium, Union, Ial, Ositran, Supervisory body of the investment in, Public transport transport infrastructure, blueprints, sector:, flat:, p., August, Ing. Efrain rondinel, Ing. Richard bonilla r., Union vial consortium, Builder consortium, from the south, Project code, Ministry of transport communications, Special project of transport infrastructure, Provias national, ministry, Communications, transportation, Vice minister, transportation, You provided, national, Sewer mca km, Typical section, Ground level, Bottom fund, mileage, natural terrain, Mca, Frame type, Km., Compacted material, To the mds, Formwork, Prefabricated frame, Concrete, Nasca, Puquio, Prefabricated frame, Hollow formwork, To the mds, Compacted material, Of the head, Compacted material, To the mds, natural terrain, Prefabricated frame, Hollow formwork, Compacted material, To the mds, Glue expoxic, note:, The inclined lengths of the stones were adjusted the topographical conditions of the terrain, Compacted material, To the mds, plant, scale:, profile, scale:, cut, scale:, cut, scale:, scale:, Wing head, Details

Raw text data extracted from CAD file:

S=2.00% TMC Ø 36″ L C Av=90°00’00” \A1;1.691 SUR PERU – BRASIL PROYECTO CORREDOR VIAL INTEROCEANICO TRAMO: TRAMO 1 : SAN JUAN DE MARCONA – URCOS CONTRATISTA : Plano: CODIGO DE PROYECTO 1628 MINISTERIO DE TRANSPORTES Y COMUNICACIONES PROYECTO ESPECIAL DE INFRAESTRUCTURA DE TRANSPORTE PROVIAS NACIONAL FECHA REV. Nº: DESCRIPCION R E V I S I O N E S Jefe de Supervision: Fecha: Gerente de Obra: ING. FELIX UGARTE Rev. Ubicacion: PAG. \T1.5; CONSORCIO CONSTRUCTOR DEL SUR Jefe de Topografia: Escala : OA- 0 ALCANTARILLA TMC Ø 36″ KM 11+096.00 ING. JORGE ALVARADO 1 de 1 ING. F. ALFARO LONGITUD= ALCANTARILLA TIPO TMC Ø 36″ KM 00+000.00 1/200 JULIO 2008 3 2 1 0 consorcio UNION V IAL AGUAS ABAJO AGUAS ARRIBA \A1;1.00 \A1;0.55 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 A1 TIPO TMC.Ø 36″ KM. 26+000.00 EJE DE TUB. \A1;10.64 \A1;5.34 \A1;5.30 \A1;5.09 \A1;5.05 SP \A1;90°0’0″ \A1;1.00 \A1;0.55 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;5.34 \A1;5.30 \A1;2.50 \A1;0.20 \A1;1.30 \A1;0.20 \A1;1.00 \A1;2.80 \A1;0.30 \A1;0.30 \A1;2.50 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.30 \A1;1.70 \A1;0.60 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.25 \A1;0.25 \A1;0.55 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.60 \A1;0.25 \A1;5.00 \A1;2.00 \A1;2.75 \A1;0.25 \A1;4.00 A A \A1;4.45 \A1;45°0’0″ \A1;2.00 \A1;0.20 \A1;2.00 \A1;1.40 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.40 \A1;4.45 SUR PERU – BRASIL PROYECTO CORREDOR VIAL INTEROCEANICO TRAMO: TRAMO 1 : SAN JUAN DE MARCONA – URCOS CONTRATISTA : Plano: CODIGO DE PROYECTO 1628 MINISTERIO DE TRANSPORTES Y COMUNICACIONES PROYECTO ESPECIAL DE INFRAESTRUCTURA DE TRANSPORTE PROVIAS NACIONAL Jefe de Supervision: Fecha: Gerente de Obra: ING. FELIX UGARTE Rev. Ubicacion: \T1.5; CONSORCIO CONSTRUCTOR DEL SUR Gerente Tecnico: Escala : OA- ALCANTARILLA TMC Ø 36″ KM 11+096.00 1 de 1 LONGITUD= ALCANTARILLA TIPO TMC Ø 36″ KM 00+000.00 1/200 consorcio UNION V IAL OSITRAN . . . Organismo Supervisor de la Inversion en Infraestructura de Transporte de Uso Publico PLANOS POST-CONSTRUCCION (AS-BUILT) SECTOR: 3.1 N° Plano: PAG. AGOSTO 2010 ING. EFRAIN RONDINEL ING. RICHARD BONILLA R. CONSORCIO UNION VIAL S U R V I A L CONSORCIO CONSTRUCTOR DEL SUR CODIGO DE PROYECTO 1628 MINISTERIO DE TRANSPORTES Y COMUNICACIONES PROYECTO ESPECIAL DE INFRAESTRUCTURA DE TRANSPORTE PROVIAS NACIONAL P E R Ú Ministerio de y Comunicaciones Transportes Viceministerio de Transportes Provías Nacional ALCANTARILLA MCA KM 06+800.00 SECCION TIPICA CT=709.577 5 706 708 710 712 714 COTA TERRENO COTA FONDO KILOMETRAJE -0+010 -0+008 -0+006 -0+004 -0+002 0+000 0+002 0+004 0+006 0+008 0+010 CF=707.886 5 5 5 5 5 5 CR=709.577 CSA=708.464 5 5 5 TERRENO NATURAL S=0.50% MCA 1.00 x 0.55 5.09 5 CEA=708.516 707.970 707.971 707.977 707.988 707.999 708.010 708.016 E5 6+700 6+800 6+900 710 710 TIPO MARCO 1.0 x 0.55 KM. 06+855.00 5 5 5 5 5 5 5 5 Material compactado al 95% MDS 5 5 5 VACEADO Y ENCOFRADO MARCO PREFABRICADO DE CONCRETO A NASCA A PUQUIO MARCO PREFABRICADO ENCOFRADO Y VACEADO ENCOFRADO Y VACEADO 2.50 5 5 5 5 2.80 5 5 5 5 5 5 AL 95% MDS MATERIAL COMPACTADO \A1;\Fromans.shx;ALA DEL CABEZAL 5 5 5 5 5 5 5 5 5 MATERIAL COMPACTADO AL 95% MDS TERRENO NATURAL 5 5 5 MARCO PREFABRICADO ENCOFRADO Y VACEADO 5 MATERIAL COMPACTADO AL 95% MDS 5 PEGAMENTO EXPOXICO PEGAMENTO EXPOXICO 5 5 NOTA: – LAS LONGITUDES E INCLINACIONES DE LOS EMBOQUILADOS DE PIEDRA SE AJUSTARAN A LAS CONDICIONES TOPOGRAFICAS DEL TERRENO 709.282 709.363 709.470 709.577 709.461 709.318 708.960 708.592 708.675 708.759 708.429 708.815 5 5 5 5 MATERIAL COMPACTADO AL 95% MDS 4.00 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESCALA: 1:50 PERFIL ESCALA: 1:50 CORTE A-A’ ESCALA: 1:20 CORTE B-B’ ESCALA: 1:20 (Entrada y Salida) ESCALA: 1:25 CABEZAL ALA A A B B DETALLES