Underground Crossing DWG Full Project for AutoCAD

Underground Crossing DWG Full Project for AutoCAD

Underground Crossing – Project

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

cold processing, c roadway, grade, precise, pos, medium, thickness, tolerances not indicated, preliminary, construction, approve, approved for, r e v i s i, size, informative, c. costs, project, entrust, contract, coordinates, no., aprb., drew, nullifies the no., proj., iso, esc., dib., acot., date :, coord :, vo.bo., rev. , plane no., international technical company, tepge, contractor:, coord., reviewed, date, notes and references, space for, file, location, drawing drawn by computer, modify only by this means., vobo., x-xxxxx-xx -xxx, xxxxx, xxx, area, zone, machine, service, elaborated, projection, cl collector channel, drilling zone by tunneling, crossing to open sky, s.i.c.i., s.a. of c.v., engineering services and, industrial buildings, global, barda limit of the property, plant, excavation area for maneuvers, f.f.c.c., variable, n.t.n., trapezoidal channel to open sky, acot. mms, drilling by tunneling, cut c-c, cut b-b, acot. cms, d-d cut, e-cut, area for tunneling machine, volumetria

Raw text data extracted from CAD file:

1 11 ELABORACION EN FRIO C CALZADA 3 2 5 4 6 7 8 9 10 9' U R S T W V 13 12 15 14 X y NAVE 5 2-01200-NM-014 GRADO PRECISO POS. MEDIO GRUESO TOLERANCIAS NO INDICADAS A "Confidential property of Tubos de Acero de Mexico S.A. and/or affiliated companies. Copy, use or disclosure of this document or any data contained herein for any purpose to third parties without the express written consent of Tubos de Acero de Mexico S.A. and/or affiliated companies is prohibited. Copyrighted 2005 as an unpublished work.\fRomanS|b1|i0|c0|p2; ALL RIGHTS RESERVE\Fromans.shx|c0;D\fRomanS|b1|i0|c0|p2;." PRELIMINAR CONSTRUCCION Aprueba APROBADO PARA R e v i s i ó n Tamaño INFORMATIVO C. Costos Proyecto Encomienda Contrato Coordina No. Aprb. Dibujó A1 Anula al No. Proy. ISO Esc. Dib. Acot. Fecha: Coord: Vo.Bo. Rev. P l a n o No. COMPAÑIA TECNICA INTERNACIONAL N° CONTRATISTA: N° JOB: T E P G E CONTRATISTA: Rev. Coord. Revisó Fecha N O T A S Y R E F E R E N C I A S ESPACIO PARA ARCHIVO L O C A L I Z A C I O N PLANO DIBUJADO POR COMPUTADORA, MODIFICAR SOLO POR ESTE MEDIO. INGE 2-01300-FG-002 <Marzo/02> VoBo. X-XXXXX-XX-XXX X 2850-X-XX-XXXXXX X XXXXX XXX XXX XXX XXX AREA ZONA MAQUINA SERVICIO ELABORADO XXX XXX XXX XXX XXX XXX XXX XXX XXX XX/XX/XX XXX X-XXXXX-XX-XXX X AREA ZONA MAQUINA SERVICIO ELABORADO XXX XXX XXX XXX XXX XXX Proy. Dib. Acot. Esc. Rev. XXX XXX XXX XXX XXX XXX XXX XX/XX/XX XXX Coordina Aprueba PRELIMINAR Proyección C. Costos Proyecto Encomienda Contrato A1 Anula al No. Tamaño ISO P l a n o No. Fecha: Coord: Vo.Bo. APROBADO PARA CONSTRUCCION Dib. No. R e v i s i ó n Aprb. Rev. Coord. Fecha Rev. VoBo. "Confidential property of Tubos de Acero de Mexico S.A. and/or affiliated companies. Copy, use or disclosure of this document or any data contained herein for any purpose to third parties without the express written consent of Tubos de Acero de Mexico S.A. and/or affiliated companies is prohibited. Copyrighted 2005 as an unpublished work.\fRomanS|b1|i0|c0|p2; ALL RIGHTS RESERVE\Fromans.shx|c0;D\fRomanS|b1|i0|c0|p2;." ARCHIVO ESPACIO PARA N O T A S Y R E F E R E N C I A S 2850-X-XX-XXXXXX N° CONTRATISTA: COMPAÑIA TECNICA INTERNACIONAL X T E P G E XXXXX N° JOB: CONTRATISTA: L O C A L I Z A C I O N Y= 684.88 C.L. RE-101 X= 900.00 Y= 679.75\Fromans.shx|c1; C.L. CANAL COLECTOR Y= 700.00 Y= 675.75 INICIA CRUCE CON TUBO d8" CED. 40 Y= 683.75\Fromans.shx|c1; TERMINA CRUCE CON TUBO d8" CED. 40 Y= 704.00\Fromans.shx|c1; INICIA CRUCE SUBTERRANEO CON TUBO d8" CED. 40 Y= 742.50\Fromans.shx|c1; TERMINA CRUCE SUBTERRANEO CON TUBO d8" CED. 40 Y= 746.10 C.L. RE-102 X= 881.48 C.L. RE-102 X= 850.00 Y= 750.00 38.5 ZONA DE PERFORACION POR TUNELEO 8 CRUCE A CIELO ABIERTO 15 Y= 747.00 Y= 704.50 Y= 700.50 Y= 694.50 Y= 885.82 Y= 877.82 N° CONTRATISTA: N° PEP: S.I.C.I. S.A. DE C.V. SERVICIOS DE INGENIERIA Y CONSTRUCCIONES INDUSTRIALES XXXXX X 2850-X-XX-XXXXXX Y= 742.00 15 15 X= 889.80 X= 884.80 X= 878.80 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 <>\XC.L. RE-101 5 <>\XC.L. CANAL COLECTOR 5 <>\XINICIA CRUCE CON TUBO d8" CED. 40 (C.L. TUBO CAMISA d8" CED. 40) X= 881.32 (C.L. TUBO CAMISA d8" CED. 40) X= 881.09 <>\XTERMINA CRUCE CON TUBO d8" CED. 40 BARDA LIMITE DE LA PROPIEDAD BARDA LIMITE DE LA PROPIEDAD LIMITE DE DERECHO DE VIA (S.C.T.) C.L. CANAL COLECTOR C.L. CANAL COLECTOR LIMITE DE DERECHO DE VIA (S.C.T.) LIMITE DE DERECHO DE VIA (S.C.T.) <>\XINICIA CRUCE SUBTERRANEO CON TUBO d8" CED. 40 <>\XTERMINA CRUCE SUBTERRANEO CON TUBO d8" CED. 40 <>\XC.L. RE-102 <>\XC.L. RE-102 5 5 PLANTA ESC. 1:150 (C.L. CONDUIT 6") X= 881.32 (C.L. CONDUIT 6") X= 881.09 <>\XZONA DE PERFORACION POR TUNELEO <>\XCRUCE A CIELO ABIERTO CONDUITS VER PLANO DIMOFEC-2 PARA CONTINUACION VER PLANO DIMOFEC-2 A A 5 LIMITE DE DERECHO DE VIA (S.C.T.) 5 (C.L. CONDUIT 6") X= 881.32 (C.L. CONDUIT 6") X= 881.09 EXCAVACION AREA PARA MANIOBRAS 5 5 5 5 5 F.F.C.C. F.F.C.C. F.F.C.C. F.F.C.C. F.F.C.C. F.F.C.C. RE-101 VER PLANO 2850-E-IC-290001 RE-102 VER PLANO DIMOFEC-2 BASE DE CONCRETO BA-1 BASE DE CONCRETO BA-1 5 BASE DE CONCRETO BA-2 BASE DE CONCRETO BA-2 5 5 C.L. TUBO CAMISA d8" CED. 40 X= 880.32 (ELECTRICO) C.L. TUBO CAMISA d8" CED. 40 X= 881.32 (ELECTRICO) C.L. TUBO CAMISA d8" CED. 40 X= 882.32 (AGUA CRUDA) C.L. TUBO CAMISA d8" CED. 40 X= 883.32 (TELEFONIA) (C.L. CONDUIT 6") X= 881.32 (C.L. CONDUIT 6") X= 881.09 5 5 5 EXCAVACION AREA PARA MANIOBRAS VER DETALLE 2 EN PLANO DIMOFEC-2 VER DETALLE 1 EN PLANO DIMOFEC-2 C.L. TUBO CAMISA d8" CED. 40 X= 880.32 (ELECTRICO) C.L. TUBO CAMISA d8" CED. 40 X= 881.32 (ELECTRICO) C.L. TUBO CAMISA d8" CED. 40 X= 882.32 (AGUA CRUDA) C.L. TUBO CAMISA d8" CED. 40 X= 883.32 (TELEFONIA) BARDA LIMITE DE LA PROPIEDAD X-XXXXX-XX-XXX X AREA ZONA MAQUINA SERVICIO ELABORADO XXX XXX XXX XXX XXX XXX Proy. Dib. Acot. Esc. Rev. XXX XXX XXX XXX XXX XXX XXX XX/XX/XX XXX Coordina Aprueba PRELIMINAR Proyección C. Costos Proyecto Encomienda Contrato A1+21 Anula al No. Tamaño ISO P l a n o No. Fecha: Coord: Vo.Bo. APROBADO PARA CONSTRUCCION Dib. No. R e v i s i ó n Aprb. Rev. Coord. Fecha Rev. VoBo. "Confidential property of Tubos de Acero de Mexico S.A. and/or affiliated companies. Copy, use or disclosure of this document or any data contained herein for any purpose to third parties without the express written consent of Tubos de Acero de Mexico S.A. and/or affiliated companies is prohibited. Copyrighted 2005 as an unpublished work.\fRomanS|b1|i0|c0|p2; ALL RIGHTS RESERVE\Fromans.shx|c0;D\fRomanS|b1|i0|c0|p2;." N O T A S Y R E F E R E N C I A S 8\Fromans.shx|c1; CRUCE A CIELO ABIERTO 6 4 10 EXCAVACION AREA PARA MANIOBRAS 1.43 38.5 ZONA DE PERFORACION POR TUNELEO (VER NOTA 6) 15 7.33\Fromans.shx|c1; EXCAVACION AREA PARA MANIOBRAS 1.66 4 1.67 1000 36500 - 1000 38500 - 500 1000 1000 1000 500 4000 1000 36500\Fromans.shx|c1; - 1000 38500\Fromans.shx|c1; - 500 750 3600 - 750 1450\Fromans.shx|c1; - 1450\Fromans.shx|c1; - 8000\Fromans.shx|c1; - 285 230 800 285 750 3600 - 750 \Fromans.shx|c1;1450 - \Fromans.shx|c1;1450 - 8000 - 500 400 100 400 500 75 80 80 50 15 300 400 600 400 600 400 600 400 300 4000 800 1000 90 400 219 90 400 750 800 100 550 100 100 600 100 76 449 76 600 90 219 90 90 219 90 400 110 230 110 N° CONTRATISTA: N° PEP: S.I.C.I. S.A. DE C.V. SERVICIOS DE INGENIERIA Y CONSTRUCCIONES INDUSTRIALES XXXXX X 2850-X-XX-XXXXXX CORTE "A-A" ESC. 1:100 X=-881.000 NIV.±0.000 NIV.+1.000 NIV.+2.000 NIV.+3.000 NIV.+4.000 NIV.-1.000 NIV.-2.000 NIV.-3.000 Y= 679.75\Fromans.shx|c1; C.L. CANAL COLECTOR Y= 684.88 C.L. RE-101 LIMITE DE DERECHO DE VIA (S.C.T.) (TENARIS TAMSA) BARDA LIMITE DE LA PROPIEDAD C.L. VIAS FERREAS (F.F.C.C.) (C.L. CONDUIT 6") X= 881.09 (C.L. CONDUIT 6") X= 881.32 C.L. TUBO CAMISA d8" CED. 40 X= 880.32 (ELECTRICO) C.L. TUBO CAMISA d8" CED. 40 X= 881.32 (ELECTRICO) C.L. TUBO CAMISA d8" CED. 40 X= 882.32 (AGUA CRUDA) C.L. TUBO CAMISA d8" CED. 40 X= 883.32 (TELEFONIA) (C.L. TUBO CAMISA d8" CED. 40) X= 881.09 (C.L. TUBO CAMISA d8" CED. 40) X= 881.32 (C.L. CONDUIT 6") X= 881.09 (C.L. CONDUIT 6") X= 881.32 L.B.T.-1.260 <>\XCRUCE A CIELO ABIERTO Y= 683.75\Fromans.shx|c1; TERMINA CRUCE CON TUBO d8" CED. 40 Y= 675.75 INICIA CRUCE CON TUBO d8" CED. 40 BASE DE CONCRETO BA-1 L.B.T.-1.260 BASE DE CONCRETO BA-1 VARIABLE N.T.N. VARIABLE N.T.N. Y= 694.50 Y= 704.50 5 5 <>\XEXCAVACION AREA PARA MANIOBRAS 5 1 0.5 N.T.T.-2.200 <>\XZONA DE PERFORACION POR TUNELEO (VER NOTA 6) BASE DE CONCRETO BA-2 L.B.T.-1.700 VARIABLE N.T.N. 1 0.5 1 0.5 5 CANAL TRAPEZOIDAL A CIELO ABIERTO CANAL TRAPEZOIDAL A CIELO ABIERTO Y= 700.00 Y= 742.75 C.L. CANAL COLECTOR <>\XEXCAVACION AREA PARA MANIOBRAS 5 5 5 N.T.T.-2.400 DETALLE 2 ESC. 1:75 5 36500\X- 5 38500\X- 5 5 5 5 5 5 X= 880.32 C.L. TUBO CAMISA \U+22058" CED. 40 X= 881.32 C.L. TUBO CAMISA \U+22058" CED. 40 X= 882.32 C.L. TUBO CAMISA \U+22058" CED. 40 X= 883.32 C.L. TUBO CAMISA \U+22058" CED. 40 ACOT. MMS BASE DE CONCRETO BA-2 BASE DE CONCRETO BA-2 PERFORACION POR TUNELEO A A CORTE C-C ESC. 1:75 ACOT. MMS 5 36500\X- 5 38500\X- L.B.T.-1.700 5 N.T.C.-2.06 N.D.-1.56 Y= 704.00 Y= 742.50 Y= 710.00 Y= 734.00 Y= 710.00 Y= 734.00 BASE DE CONCRETO BA-2 BASE DE CONCRETO BA-2 5 3600\X- 5 1450\X- 1450\X- 8000\X- DETALLE 1 ESC. 1:25 ACOT. MMS CRUCE A CIELO ABIERTO 5 5 5 X= 881.32 C.L. TUBO CAMISA \U+22058" CED. 40 5 X= 881.09 C.L. TUBO CAMISA \U+22058" CED. 40 A A 5 3600\X- 5 1450\X- 1450\X- 8000\X- Y= 740.50 Y= 745.00 CORTE B-B ESC. 1:25 ACOT. MMS 5 N.T.C.-1.61 N.D.-1.110 L.B.T.-1.260 BASE DE CONCRETO BA-1 BASE DE CONCRETO BA-1 Y= 740.50 Y= 745.00 BASE B-2 ESC. 1:75 5 ACOT. CMS 5 A A CORTE D-D ESC. 1:75 5 5 N.T.C.-2.06 N.D.-1.56 ACOT. CMS BASE B-1 ESC. 1:25 ACOT. CMS 5 5 A A CORTE E-E ESC. 1:25 5 N.T.C.-2.06 N.D.-1.56 ACOT. CMS 5 AREA PARA MAQUINA DE TUNELEO Y= 700.50 LIMITE DE DERECHO DE VIA (S.C.T.) 5 C.L. VIAS FERREAS (F.F.C.C.) (C.L. CONDUIT 6") X= 881.09 (C.L. CONDUIT 6") X= 881.32 Y= 746.10 C.L. RE-102 Y= 740.34 Y= 747.67 BASE B-2 ACOT. MMS ESC. 1:75 TUBO CAMISA \U+22058" CED. 40 PLACA PL-1 5 5 5 5 5 5 5 5 5 5 100 5 100 5 PLACA PL-1 e=10mm 74.7 kg/m2 ESC. 1:25 5 5 5 5 5 BASE B-1 ESC. 1:25 ACOT. MMS 5 5 TUBO CAMISA \U+22058" CED. 40 5 5 5 5 5 5 PLACA PL-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLACA PL-2 ESC. 1:25 ACOT. MMS ACOT. MMS e=10mm 74.7 kg/m2 VER PLANO 2850-E-IC-290001 BASE DE CONCRETO BA-1 BASE DE CONCRETO BA-1 VOLUMETRIA TUBO \U+22058" CED. 40 (42.55 kg/m) 7333.50 kg CONCRETO F'c=200 kg/cm2 4.60 m3 EXCAVACION 315.04 m3 VAR. #4 (0.996 kg/m) 189.24 kg A VAR. #4 @15 A VAR. #4 @15 A VAR. #4 @15 A VAR. #4 @15 A VAR. #4 @15 A VAR. #4 @15 A VAR. #4 @15 A VAR. #4 @15

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, crossing, DWG, full, HIGHWAY, pavement, Project, Road, route, underground