Freeway DWG Block for AutoCAD

Rosario Freeway

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

agreement national government-provinces of santa fe y entre rios, ministry of economy and works and public services of the nation, physical connection rosario-victoria, impregilo-iglys. hochtief. benito roggio and sons .sideco-iecsa. techint, coastal bridges sa, revision, description, date, execution, approval, control, issuance, scale, without prior written authorization., laugh in whole or in part to another firm or person, the firm reserves the property of this elaborated, with prohibition to reproduce or transfer, file :, ue-tt-snn, ind, for internal use, navigation channel axis, cedron, v.gomez, of the park, citadel, mont cenis, maestro massa, iturraspe , iriarte, painter musto, yapeyu, lm, fcv, pcv, roundabout – east branch, roundabout – west branch, left gradient, left edge, right gradient, right edge, terrain elevation, project dimension, progressive, west viaduct axis, can not be suspended until the final design of the structure of the viaduct, to the latter., right gradient, in altimetry only the corresponding values ​​are indicated, inchauspe., notes :, bridge over the new central Argentine railway. this last point, does not coincide with the start of progressives, conventionally established., tentative location of the abutment, junction with existing pavement, in suspense

Raw text data extracted from CAD file:

CONVENIO GOBIERNO NACIONAL-PROVINCIAS DE SANTA FE Y ENTRE RIOS MINISTERIO DE ECONOMIA Y OBRAS Y SERVICIOS PUBLICOS DE LA NACION CONEXION FISICA ROSARIO-VICTORIA IMPREGILO-IGLYS . HOCHTIEF . BENITO ROGGIO E HIJOS .SIDECO-IECSA . TECHINT PUENTES DEL LITORAL S.A. REVISION DESCRIPCION FECHA EJECUTO APROBO CONTROLO EMITIO ESCALA SIN SU PREVIA AUTORIZACION ESCRITA. RIRLO EN TODO O EN PARTE A OTRA FIRMA O PERSONA LA FIRMA SE RESERVA LA PROPIEDAD DE ESTE ELABO- RADO CON PROHIBICION DE REPRODUCIRLO O TRANSFE- ARCHIVO: REVISION U-E-TT-SNN A IND PARA USO INTERNO 01ENE98 A EJE CANAL DE NAVEGACION N 300 m N CEDRON V.GOMEZ DEL PARQUE 26 DE AGOSTO CIUDADELA MONT CENIS MAESTRO MASSA ITURRASPE IRIARTE PINTOR MUSTO PINTOR MUSTO PINTOR MUSTO 26 DE AGOSTO MONT CENIS YAPEYU V.GOMEZ L.M. L.M. L.M. L.M. L.M. L.M. L.M. L.M. L.M. L.M. L.M. MT L.M. L.M. L.M. L.M. 0 0 250 0 500 0 750 0 0 1 250 1 500 1 750 1 1631.81 1554.34 23.94 1488.04 24.85 1476.17 24.70 1429.04 25.70 1357.21 25.79 1345.13 26.06 1331.96 26.32 1319.96 26.45 1239.82 26.74 1177.94 27.36 1082.16 27.19 983.23 25.64 976.19 25.64 903.53 23.52 880.98 23.03 857.36 22.67 800.70 22.64 775.30 23.44 748.46 22.58 698.87 23.61 677.30 24.55 668.22 24.79 658.23 24.96 647.60 24.81 638.52 24.68 631.25 23.84 622.21 23.48 588.77 22.91 537.87 23.27 529.78 23.34 489.93 23.17 449.87 23.14 392.36 25.05 329.75 27.05 253.87 29.64 178.89 32.10 95.54 34.11 16.16 0.00 FCV PCV -1.44% PCV +0.95% FCV +3.00% PCV R.N. N°11 ROTONDA - RAMA ESTE ROTONDA - RAMA OESTE 1631.81 1554.34 23.94 1488.04 24.85 1476.17 24.70 1429.04 25.70 1357.21 25.79 1345.13 26.06 1082.16 27.19 976.19 25.64 903.53 23.52 880.98 23.03 857.36 22.67 800.70 22.64 783.45 23.54 748.46 22.58 698.87 23.61 677.30 24.55 668.22 24.79 658.23 24.96 647.60 638.52 24.68 631.25 23.84 622.21 23.48 588.77 22.91 0.00 1631.81 20.99 1554.34 23.94 1488.04 24.85 1476.17 24.70 1429.04 25.70 1357.21 25.79 1345.13 26.06 1199.25 26.99 1082.16 27.19 976.19 25.64 23.52 800.70 22.64 748.46 22.58 698.87 23.61 35.25 0.00 35.36 1501.6 53.95 889.20 36.603 689.20 33.678 600.01 32.831 350.00 31.947 99.99 34.046 +3.00% 1801.60 59.95 1636.08 7.00 1660.06 6.00 1680.65 5.00 1694.45 4.00 1706.02 3.00 1714.25 2.00 1718.47 1.00 1736.76 0.00 1742.89 -1.00 1810.81 -4.00 RASANTE IZQUIERDA = RASANTE DERECHA BORDE IZQUIERDO = BORDE DERECHO 2% RASANTE IZQUIERDA 4% 4% BORDE IZQUIERDO RASANTE DERECHA 2% BORDE DERECHO 41.578 1089.20 Pr= 350.00 PIV= 30.46 L= 500.01 P= 20955 Z1 Pr= 889.20 PIV= 35.58 L= 400.00 P= 19512 Z2 4% 2% 2% 39.411 1011.84 45.089 1206.24 40.00 34.94 PCV FCV PCV FCV 40.906 1066.37 \A1;5,20 \A1;5.20 \A1;5.20 \A1;5.20 \A1;1,50 \A1;1,50 \A1;1,50 \A1;1,50 \A1;1,50 \A1;1,50 \A1;1,50 \A1;1,50 \A1;300 m \A1;36°20'55" 0 0 250 0 500 0 750 0 0 1 250 1 500 1 750 1 1631.81 1554.34 23.94 1488.04 24.85 1476.17 24.70 1429.04 25.70 1357.21 25.79 1345.13 26.06 1331.96 26.32 1319.96 26.45 1239.82 26.74 1177.94 27.36 1082.16 27.19 983.23 25.64 976.19 25.64 903.53 23.52 880.98 23.03 857.36 22.67 800.70 22.64 775.30 23.44 748.46 22.58 698.87 23.61 677.30 24.55 668.22 24.79 658.23 24.96 647.60 24.81 638.52 24.68 631.25 23.84 622.21 23.48 588.77 22.91 537.87 23.27 529.78 23.34 489.93 23.17 449.87 23.14 392.36 25.05 329.75 27.05 253.87 29.64 178.89 32.10 95.54 34.11 16.16 0.00 FCV PCV -1.44% PCV +0.95% FCV +3.00% PCV R.N. N°11 ROTONDA - RAMA ESTE ROTONDA - RAMA OESTE 1631.81 1554.34 23.94 1488.04 24.85 1476.17 24.70 1429.04 25.70 1357.21 25.79 1345.13 26.06 1082.16 27.19 976.19 25.64 903.53 23.52 880.98 23.03 857.36 22.67 800.70 22.64 783.45 23.54 748.46 22.58 698.87 23.61 677.30 24.55 668.22 24.79 658.23 24.96 647.60 638.52 24.68 631.25 23.84 622.21 23.48 588.77 22.91 0.00 1631.81 20.99 1554.34 23.94 1488.04 24.85 1476.17 24.70 1429.04 25.70 1357.21 25.79 1345.13 26.06 1199.25 26.99 1082.16 27.19 976.19 25.64 23.52 800.70 22.64 748.46 22.58 698.87 23.61 35.25 0.00 35.36 1501.6 53.95 889.20 36.603 689.20 33.678 600.01 32.831 350.00 31.947 99.99 34.046 +3.00% 1801.60 59.95 1636.08 7.00 1660.06 6.00 1680.65 5.00 1694.45 4.00 1706.02 3.00 1714.25 2.00 1718.47 1.00 1736.76 0.00 1742.89 -1.00 1810.81 -4.00 RASANTE IZQUIERDA = RASANTE DERECHA BORDE IZQUIERDO = BORDE DERECHO 2% RASANTE IZQUIERDA 4% 4% BORDE IZQUIERDO RASANTE DERECHA 2% BORDE DERECHO 41.578 1089.20 Pr= 350.00 PIV= 30.46 L= 500.01 P= 20955 Z1 Pr= 889.20 PIV= 35.58 L= 400.00 P= 19512 Z2 4% 2% 2% 39.411 1011.84 45.089 1206.24 40.00 34.94 PCV FCV PCV FCV 40.906 1066.37 5 COTA DE TERRENO COTA DE PROYECTO PROGRESIVA CONTINUA EN PLANO L-C-GE-012 PROGRESIVA 1.250,00 PROGRESIVA 0,00 EJE VIADUCTO OESTE +40.00 +30.00 +20.00 P.C. +10.00 +50.00 +60.00 V2 V1 CC2 - Progresiva 523,02 PC2 - Progresiva 8,28 FC2 - Progresiva 1037,75 5,20 5.20 5.20 5.20 PERALTE \C3;CONTINUACION DE PERALTE VER NOTA 7 5. LA DEFINICION DE LAS MODIFICACIONES NECESARIAS EN LAS CALZADAS EXISTENTES QUEDA EN SUSPENSO HASTA EL DISEÑO FINAL DE LA ESTRUCTURA DEL VIADUCTO OESTE (O). A ESTA ULTIMA. RASANTE DERECHA, EN ALTIMETRIA SOLO SE INDICAN LOS VALORES CORRESPONDIENTES 4. DONDE POR EFECTO DEL PERALTE, LA RASANTE IZQUIERDA NO COINCIDA CON LA 3. VIADUCTO OESTE (O): LA ALTURA DESDE LA RASANTE DERECHA HASTA EL FONDO DE LA VIGA MAS BAJA INCLUYENDO UNA REVANCHA DE 0.10m ES IGUAL A 3.00m. INCHAUSPE. 2. COORDENADAS EN SISTEMA GAUSS-KRÜGER DETERMINADAS EN ELIPSOIDE CAMPO 1. COTAS REFERIDAS AL CERO I.G.M. NOTAS: PUENTE SOBRE EL FERROCARRIL NUEVO CENTRAL ARGENTINO. ESTE ULTIMO PUNTO 6. LA ZONA DE CONCESION COMIENZA EN EL BORDE EXTERNO DE LA JUNTA DEL NO COINCIDE CON EL INICIO DE PROGRESIVAS, ESTABLECIDO CONVENCIONALMENTE. UBICACION TENTATIVA DEL ESTRIBO EMPALME CON PAVIMENTO EXISTENTE VER NOTA 6 VER NOTA 6 1,50 1,50 1,50 1,50 1,50 1,50 1,50 1,50 +28,54 +30,01 +29,99 +28,74 EN SUSPENSO EN SUSPENSO Prg. 541,02

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, block, DWG, HIGHWAY, pavement, Road, rosario, route