Flush Project DWG Full Project for AutoCAD

Flush Project DWG Full Project for AutoCAD

Project-level flush junction 1 km civil cad developed vertical curves calculation and box quantities of work as well as alignment horizantal

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

general direction of federal roads, communications secretary, and transport, undersecretary of, infrastructure, sct, secretariat, communications, underlying layer, final project, contractor :, drainage :, chief department :, earthworks :, notes :, subgrade layer, in embankment, thickness in m., in section, ident., earthworks, earthwork project, section, content :, project :, from km to km., key :, origin of cad., scale :, date :, steel reinforcement, structural steel, pipes, demolitions, compacted to, board for embankment channels, concrete, mass, material b, material c, material a, cyclopean, minor drainage, zampeado, masonry, excavations, ton., bandeado, material product of the cuts, m-hm-ad., material product of the loans of bank, compaction, formation and, built on material, m km subs., of the filling to form layer, camped excavation, laying and compacted, subgrade in cuts, no compactable, m station, acar inmates, m hm, of the natural terrain in the area, of embankment embankment, of the bed of the cuts, of existing earthworks, of the upper layer of embankments, of terraplanes with or without, of existing pavements, cradle of refinement, , compact -, m km, vol. water m, quantities of work, embankments, mat. tapped, for rudeness, mat. wasted, bench no., cutting crown recesses, league steps, loans, total, despalme, boxes for rude, cuts and exc. additional, despalmes in courts, ha., general direction of federal highways-sct, ex. ac. tea. co., haul after, waste, polygonal reference, np or ch., project data, road type, maximum curvature, crown width, pavement thickness, year, project speed, governor slope, road width, kph , curve data, horizontal alignment geometry, trace references, curve, st or ste, oe, pc or tee, pi or pst, pt or et, of over-, geometric, movement, unit, no., carry, amount, movement of terraces, distance of payment, volume, distance, volume x distance, director of road projects, m km sub., maximum slope, elevation of the subgrade, drainage works, stratigraphy, classification, elevation natural terrain, right m. , extension, left m., elevate, over-, right, left, third, esc :, embankment body, subgrade and underlying layers, right-of-way, to black stones, new, cam, s. a., i-b, km., est., hm., of project, type section in terraplen, current, section type in court, general direction, of federal highways

Raw text data extracted from CAD file:

TVL =170.13m. PEND=-3.98% TVL =370.43m. PIV = 15+140 PEND=-4.85% ELV = 2299.16 PCV = 15+070 ELEV= 2295.76 ELEV= 2292.97 PTV = 15+210 PCV = 15+380 ELV = 2286.21 ELEV= 2283.02 PIV = 15+460 TVL =100.01m. ELEV= 2282.20 PTV = 15+540 PEND=-1.03% ELV = 2281.17 PCV = 15+640 ELV = 2268.48 PCV = 16+040 TVL =100.10m. PEND=-4.40% ELEV= 2277.28 PTV = 15+820 ELEV= 2280.25 PEND=-3.30% TVL =40.02m. ELV = 2275.96 PCV = 15+860 PIV = 15+730 ELEV= 2272.88 PTV = 15+940 ELEV= 2274.64 PIV = 15+900 \A1;741.8315 \A1;300.0000 DIRECCION GENERAL DE CARRETERAS FEDERALES SECRETARIA DE COMUNICACIONES Y TRANSPORTES SUBSECRETARIA DE INFRAESTRUCTURA SCT SECRETARÍA DE Y TRANSPORTES COMUNICACIONES ** El formato de este plano se tomó del empleado por la Dirección General de Carreteras Federales (S.C.T) . CAPA SUBYACENTE PROYECTO DEFINITIVO CONTRATISTA: DRENAJE: JEFE DPTO: TERRACERIAS: * Medido en el corte o en el banco de préstamo. NOTAS: CAPA SUBRASANTE EN TERRAPLEN ESPESOR EN M. EN CORTE ANGULOS(0) A LA DERECHA DESDE PROLONGACION TANGENTE ATRAS Y DISTANCIAS(D) DE P a R d1 IDENT. km PTO. REF.(P) DR 1 DR 2 EN P DR4 DR3 R1 d1 d2 R3 R4 R2 T E R R A C E R I A S PROYECTO DE TERRACERIAS TRAMO CONTENIDO: PROYECTO: DE Km a Km. CLAVE: ORIGEN DE CAD. ESCALA: FECHA: ACERO DE REFUERZO ACERO ESTRUCTURAL TUBOS DE DEMOLICIONES COMPACTADO A BORDO PARA CANALES TERRAPLEN 3 CONCRETO MASA m MATERIAL B MATERIAL C MATERIAL A 100 kg/cm 200 kg/cm 150 kg/cm CICLOPEO DRENAJE MENOR ZAMPEADO CONCRETO MAMPOSTERIA EXCAVACIONES De 3a De 2a 2 2 2 3 3 m m m 3 m 3 3 m m 3 3 m 3 m m m 3 3 m 3 1.05 m CONC MAMPOSTERIA CONCRETO 1.20 m CONC 0.90 m CONC m m 3 m 3 m ton. m ton. A 90% A 90% A 95% A 100% A 100% A 95% BANDEADO A 90% A 95% A 95% A 95% A 95% A 100% A 100% A 100% A 100% A 95% MATERIAL PRODUCTO DE LOS CORTES m-hm-Ad. MATERIAL PRODUCTO DE LOS PRESTAMOS DE BANCO COMPACTACION FORMACION Y CONSTRUIDA SOBRE MATERIAL 3 m km Subs. DEL RELLENO PARA FORMAR CAPA EXCAVACION ACAMELLONADO TENDIDO Y COMPACTADO SUBRASANTE EN CORTES NO COMPACTABLE m 1 km m Estacion ACARREOS er 3 3 3 m hm 3 DEL TERRENO NATURAL EN EL AREA DE DESPLANTE DE TERRAPLENES DE LA CAMA DE LOS CORTES DE TERRACERIAS EXISTENTES DE LA CAPA SUPERIOR DE TERRAPLENES DE TERRAPLANES CON O SIN DE PAVIMENTOS EXISTENTES CUNA DE AFINAMIENTO CIONES COMPACTA- m-hm-Ad. m km m 5hm Vol. Agua m 3 3 3 3 m m 3 3 m 3 m 3 3 m m 3 m 3 3 m m 3 m m m 3 3 3 m m m 3 3 3 m m 3 3 CANTIDADES DE OBRA DESMONTE (PARA DENSIDAD 100%) VEGETACION TIPO DE TERRAPLENES MAT. APROVECHADO MATERIAL A MATERIAL B MATERIAL C PARA DESPLANTE MAT. APROVECHADO MAT. APROVECHADO MAT. DESPERDICIADO MAT. APROVECHADO MAT. DESPERDICIADO MAT. DESPERDICIADO MAT. DESPERDICIADO MATERIAL C MATERIAL B DEL BANCO No. DEL BANCO No. DEL BANCO No. MATERIAL A DEL BANCO No. (VOL. GEOMETRICO) EXCAVACIONES REBAJES DE CORONA DE CORTE Y/O TERRAPLEN ESCALONES DE LIGA (VOL. GEOMETRICO) PRESTAMOS TOTAL DESPALME 3 m m 3 CAJAS PARA DESPLANTE DE TERRAPLENES CORTES Y EXC. ADICIONALES DESPALMES EN CORTES TOTAL 3 m m 3 m m m 3 3 3 m m m 3 3 m 3 3 m m 3 3 m 3 3 m 3 3 m m 3 m m m 3 m 3 3 m 3 m 3 Ha. DIRECCION GENERAL DE CARRETERAS FEDERALES-SCT d2 DR 3 DR 4 EN A 90% A 95% A 100% Ex. Ac. Te. Co. m 3 3 m m 3 ACARREO DESP. DESPERDICIO POLIGONAL DE REFERENCIA NP O CAD. X Y Z DATOS DE PROYECTO TRANSITO (DPA) CARRETERA TIPO CURVATURA MAXIMA ANCHO DE CORONA ESPESOR DE PAVIMENTO ANO VELOCIDAD DE PROYECTO PENDIENTE GOBERNADORA ANCHO DE CALZADA A= B= C= KPH % m m m DATOS DE LAS CURVAS GEOMETRIA DE ALINEAMIENTO HORIZONTAL REFERENCIAS DEL TRAZO CURVA t c ST o STe Rc Gc Lc O e CURVA PC o TE X Y X Y EC PI o PST X Y Xc Le Yc k p CE X Y PT o ET X Y DE SOBRE- GEOMETRICO MOVIMIENTO UNIDAD No. m 3 ACARREO CANTIDAD CANTIDAD UNIDAD MOVIMIENTO DE TERRACERIAS DISTANCIA DE PAGO VOLUMEN DISTANCIA (SOBRE ACARREO) VOLUMEN x DISTANCIA DIRECTOR DE PROYECTOS DE CARRETERAS m 1er.Km. 3 3 m Km Sub. PENDIENTE MAXIMA % 5 16.00 8.00 8.00 16.00 16.58 16.92 16.05 134+000 8.00 8.00 8.05 8.00 8.05 8.53 8.05 8.87 15.92 16.10 16.05 16.00 8.05 8.00 8.00 8.00 134+100 8.00 8.10 7.96 7.96 8.00 7.96 15.96 15.92 15.92 15.92 15.92 7.96 7.96 7.96 7.96 134+200 7.96 7.96 7.96 7.96 16.00 16.00 16.00 16.00 8.00 8.00 8.00 8.00 134+300 8.00 8.00 8.00 8.00 16.00 16.00 15.66 15.40 8.00 8.00 8.00 8.00 7.88 7.78 7.70 7.70 15.40 15.40 15.40 15.40 134+400 7.70 7.70 7.70 7.70 7.70 7.70 7.70 7.70 7.70 7.70 15.40 15.40 15.40 15.40 15.40 134+500 7.70 7.70 7.70 7.70 7.70 7.70 7.70 7.70 16.10 15.40 15.40 16.10 134+600 7.70 7.70 7.70 7.70 8.05 8.05 8.05 8.05 5 13.97 16.10 13.97 16.55 8.05 8.05 8.05 8.50 134+700 7.05 6.92 7.05 6.92 14.10 14.10 13.97 14.10 7.05 6.92 7.05 7.05 134+800 7.05 7.05 7.05 7.05 7.05 7.05 14.10 134+900 14.10 14.10 14.10 14.10 7.05 7.05 7.05 7.05 7.05 7.05 7.05 7.05 14.10 14.10 14.10 14.10 7.05 7.05 7.05 7.05 7.05 7.05 7.05 7.05 135+000 2) INDEF. LUTITA (RSQ) BIEN CEMENTADA AL EXCAVARSE ELEVACION DE LA SUBRASANTE O B R A S D E D R E N A J E E S T R A T I G R A F I A Y C L A S I F I C A C I O N ELEVACION TERRENO NATURAL DERECHA m. AMPLIACION AMPLIACION IZQUIERDA m. % ELEV. SOBRE- DER. IZQ. 1)0.20m. SUELO VEGETAL. DESPALME. CLASIF.=100-00-00 COMPACTADO C.V.V.%=1.01;95 2)INDEF. ARCILLA DE CONSISTENCIA FIRME,COLOR CAFE CLARO,POCO HUMEDA(CL). 1)0.30m. SUELO VEGETAL. DESPALME. CLASIF.=100-00-00 ELEV. PROM. = 982.458 m S/GRAPAS EN TRONCO DE MEZQUITE A 331.00 m. IZQ. DE EST. = 134+561.00 BANDEADO = 1.25 CLASIFICACION = 00-00-100 T.C. = 3/4 x 1 OBSERVACIONES = A,B,DJ. A 35.40 m. DER. DE EST. = 134+070.00 1004.92 1005.36 B.N. 135-1 ELEV. PROM. = 1000.154 m S/ROCA 1005.15 1004.85 1003.57 1003.18 1004.19 1002.55 1002.36 1004.35 1003.95 1003.48 134+000 1004.95 1004.68 1005.65 1005.76 1005.73 1005.35 1005.35 1005.28 1 1005.20 1005.34 1000.84 1002.26 1003.16 1004.21 1004.99 1003.94 1004.50 2 1001.42 1002.40 1003.24 992.97 994.59 997.87 999.46 996.25 997.66 1000.30 999.04 3 994.86 996.26 987.36 988.50 989.85 986.20 991.33 991.06 992.26 993.46 4 988.66 989.86 981.97 982.52 983.41 984.34 985.23 985.66 986.66 987.66 5 983.66 984.66 B.N. 135-2 ELEV=976.53 m. 135+000 %=0.91 CLASIF.=40-60-00 T.C.=1x1 OBSERV.: A-B-C-J 8 978.95 979.21 979.58 979.95 980.30 981.33 980.79 981.04 981.85 982.66 6 979.50 980.23 %=0.96;100 977.86 977.94 978.64 978.94 978.30 978.55 978.33 7 977.91 978.05 978.19 PIV=135+000.00 ELEV. PROM. = 988.789 m S/GRAPAS EN TRONCO DE MEZQUITE A 69.00 m. DER. DE EST. = 135+034.00 977.25 977.41 977.40 977.15 977.64 977.63 977.77 977.22 977.49 977.35 9 976.54 976.64 976.80 976.89 976.99 976.81 976.94 977.08 976.53 976.67 B.N. 136-1 SE OBTENDRAN FRAGMENTOS GRANDES, MEDIANOS Y CHICOS (fgmc) ELEV=1000m ELEV=970.00m ELEV=980 m ELEV=990 m ELEV=1005.36m PIV=134+040.00 ELEV=1005.36m PTV=PCV=134+130.00 ELEV=1005.36m PIV=134+230.00 ELEV=998.36 m PTV=134+330.00 ELEV=993.46 m PIV=134+400.00 ELEV=988.66 m PIV=134+480.00 ELEV=982.66 m PIV=134+600.00 ELEV=980.23 m PCV=134+660.00 ELEV=978.61 m PIV=134+700.00 ELEV=978.33 m PTV=134+740.00 ELEV=977.35 m PIV=134+880.00 ELEV=977.22 m PIV=134+900.00 0.0% EN 0.0m -7.0% EN 70.00m -6.00% EN 80.00m -5.00% EN 120.00m -4.05% EN 60.00m -0.70% EN 140.00m EN 20m -0.65% -0.69% EN 100.00m 0.30 0.30 0.50 0.50 4 5 6 III I 300709 296157 Dm=78m 302606 Dm=119m 298711 298711 134+400 OCM: 1cm= 500m3 129+300 134+400 134+540 135+000 Dm=5260m 298711 288003 20m 129+300 133+000 134+000 134+040 135+000 100000 88177 75455 Dm=4760m DESPERDICIO 1254 = 1254 m3 1.00 VER.:2000m3 HOR.:100 m ESC: VER.:10000m3 HOR.:200 m ESC: III) DIAGRAMA DE PRESTAMO PARA FORMAR CUERPO DE TERRAPLEN I) DIAGRAMA DE PRESTAMO PARA FORMAR LAS CAPAS SUBRASANTE Y SUBYACENTE -2.0 -2.0 -2.0 -2.0 9.00 m. derecho de via derecho de via A PIEDRAS NEGRAS 33.50 M. 26.50 M. 1 2 3 4 5 7 9 8 9.00 m. 134+340 9.00 m. 9.00 m. 6.00 m. 6.00 m. 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 6 134+580 18.00 9.00 9.00 18.00 9.00 9.00 18.00 9.00 9.00 17.50 8.75 8.75 17.00 8.50 8.50 16.50 8.25 8.25 16.00 8.00 8.00 15.50 7.75 7.75 15.00 7.50 7.50 14.50 7.25 7.25 14.00 7.00 7.00 13.50 6.75 6.75 13.00 6.50 6.50 12.50 6.25 6.25 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 12.00 6.00 6.00 NUEVO C A M, S. A. I-B 12705 1.0 KM. 12705 M3.1-KM. 4.0 KM. 50820 M3.KM.+1 III 9915 5260 1.0 KM. 9915 M3.1-KM. 5.0 KM. 49575 5 2043 78 3.9 EST. 7968 M3 EST. M3.KM.+1 6 3116 119 1.0 HM. 3116 4760 M3.1-HM. 0.2 HM. 623 M3.HM.+1 1: 2,000 6.00 m. 6.00 m. AMPLIACION L C C L DE PROYECTO C L Km. 134+340 AL Km. 134+580 TRANSICION DE 18.00m A 12.00m SECCION TIPO EN TERRAPLEN Km. 134+000 AL Km. 134+340 -2.00 % ACTUAL -2.00 % L C Km. 134+580 AL Km. 135+000 SECCION TIPO EN TERRAPLEN ANCHO DE 12.00m SUB-RASANTE ACTUAL C L -2.00 % L C DE PROYECTO AMPLIACION -2.00 % SOBREANCHO PARA BANQUETA (3.0 m.), CUNETA (1.0 m.) Km. 134+000 AL Km. 134+300 SECCION TIPO EN CORTE L C ACTUAL -2.00 % DE PROYECTO C L AMPLIACION -2.00 % 18.00m 9.00m 9.00m 12.00m 6.00m 6.00m subrasante (0.30 m.) subyacente (0.50 m.) 6.00m 6.00m \A1;3.00m 3.00m \A1;30.00m \A1;DERECHO DE VIA = 60.00m \A1;30.00m DIRECCION GENERAL SECRETARIA DE COMUNICACIONES Y TRANSPORTES SUBSECRETARIA DE INFRAESTRUCTURA SCT SECRETARÍA DE Y TRANSPORTES COMUNICACIONES DE CARRETERAS FEDERALES

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, cad, calculation, civil, curves, developed, DWG, flush, full, HIGHWAY, junction, km, pavement, Project, Road, roads, route, vertical