Vias Model Ibague DWG Model for AutoCAD

Approach roads in Ibague; based on drawings typographic 1: 2000

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

national university of colombia, file :, css, definitive design of the road, practice geometric design, predisone plant profile, date :, title :, project :, ref., scales, review :, approved :, drawing :, present :, faculty of engineering, department of civil and agricultural engineering, meters, north, coordinates, pi no, azimuth, this, cia, distan-, elements of the circular, elements of the spiral, abscised, axis, diagram, transition of superelevations, espcirtan, tanciresp, table of elements of curvature, abscissas, north, east, beginning, references and bms, ref no., dimension, unknown units, default, base map, junction with via ferrea, subgroup no, plane no. of., subgroup, inv :, consultant :, iii, modifications :, cod, sector :, conventions, projected way, existing way, projected culvert, fence, construction, projected bridge, projected wall, perforations, projected sump, ete, edge left of the roadway, superelevation diagram, right edge of the roadway, central axis of the roadway, middle profile, right bank, middle profile, left bank, profile, grade level, cant rotation with respect to the central axis of the carriageway , projected :, processed :, revised :, approved :, modifications, title :, scale :, x-plane xx, reference :, republica de colombia, national institute of roads, transport ministry, contract object, code and type of contract , name audit, reserved for logos and consultant’s names, zone width

Raw text data extracted from CAD file:

UNIVERSIDAD NACIONAL DE COLOMBIA 0305_IBAGUE ARCHIVO: CSS DISENO DEFINITIVO DE LA CARRETERA PRACTICA DISENO GEOMETRICO PREDISENO PLANTA PERFIL DICIEMBRE DE 2015 PLANO No. 3 DE. 4 FECHA: TITULO: V = 1 : 200 H = 1 : 2000 PROYECTO: REF. ESCALAS REVISO: APROBO: DIBUJO: PRESENTO: K3+000 – K4+500 FACULTAD DE INGENIERIA Departamento de Igenieria Civil y Agricola N S W E Meters 0 100 200 ELEMENTOS DE CURVA EJE CALZADA: <Esp> PI#4 EE 102,61 K1+099,90 PI#5 ECE 979026.344 881919.139 190°10’02” 548.65 87°56’44″Der 87.00 180.59 57.65 2.49 17°48’9” 110.36 52°20’25” 140.00 127.89 94.43 15.99 K3+640.31 K3+727.31 K3+855.20 K3+942.20 PI#6 ECE 73,85 139.16 2,00 18°40’47” 91,46 K1+340,60 PI#4 EE 979190.790 881159.935 102°13’18” 776.81 12°33’32″Izq 55.00 55.15 2.02 2,10 6°16’46” 194.10 K2+989.25 K3+044.25 K3+099.25 PI#6 ECE 978486.308 881822.290 117°07’08” 689.51 73°02’54″Izq 69.00 139.16 35.97 1.49 14°7’9.5” 98.29 44°48’34” 140.00 109.49 70.58 11.43 K4+171.10 K4+240.10 K4+349.59 K4+418.59 COD 25422388 COD 25422265 COD 2114988 COD 25422254 NORTE COORDENADAS P.I. No AZIMUT ESTE CIA DISTAN- ELEMENTOS DE LA CIRCULAR ELEMENTOS DE LA ESPIRAL Te Le p Ee Oe c A Lc Rc Ex T ABSCISADO TE/PC/PQ EC/EE CE ET/PT +2% +4% +6% +8% -8% -6% -4% -2% EJE DIAGRAMA DE TRANSICION DE PERALTES ELEMENTOS DE CURVA EJE CALZADA: <Esp> POT1_Esp 309.356,90 369.562,60 47°34’49” 291,58 K0+000,00 PI#1Esp 309.553,59 369.777,85 113°24’30” 385,07 65°49’41″Der 85,00 160,01 36,40 1,67 13°31’42” 123,69 38°46’18” 180,00 121,80 63,34 10,82 K0+131,57 K0+216,57 K0+338,37 K0+423,37 PI#2Esp 309.400,61 370.131,23 88°08’15” 389,27 25°16’15″Izq 90,00 91,04 6,76 1,65 12°38’08” 135,52 0°00’00” 204,05 K0+557,39 K0+647,39 K0+737,39 PI#3Esp 309.413,27 370.520,29 171°21’26” 247,26 83°13’11″Der 73,83 137,14 40,89 2,00 18°40’27” 91,45 64°32’44” 113,26 127,59 71,53 20,69 K0+898,48 K0+972,31 EspCirTan 102,61 K1+099,90 PI#4Esp 309.168,81 370.557,45 274°26’16” 293,01 103°04’51″Der 84°24’04” 113,26 166,85 102,70 39,63 K1+099,90 K1+266,75 TanCirEsp 73,85 179,86 2,00 18°40’47” 91,46 K1+340,60 POT2_Esp 309.191,49 370.265,32 K1+453,75 CUADRO DE ELEMENTOS DE CURVATURA PI COORDENADAS \U+0394 Rc (m) A (m) Le (m) \U+03B8e Xe (m) Ye (m) \U+0394R (m) XM\H1.5x; (m) TL (m) TC (m) \U+0394c Lc (m) Te (m) Ee (m) ABSCISAS Norte Este TE EC CE ET INICIO 921247.713 1013696.076 1 921207.328 1013798.148 15º 06′ 23″ D 205 105.214 54 7º 32′ 47″ 53.906 2.368 0.592 26.984 36.033 18.030 0º 00′ 00″ 0.000 54.245 2.391 K4 + 555.526 K4 + 609.526 K4 + 609.575 K4 + 663.575 2 921075.845 1013974.594 48º 50′ 52″ I 168 95.247 54 9º 12′ 30″ 53.861 2.888 0.723 26.977 36.049 18.044 30º 25′ 52″ 89.229 103.597 17.306 K4 + 725.780 K4 + 779.780 K4 + 869.009 K4 + 923.009 3 921137.090 1014258.941 72º 24′ 38″ D 168 95.247 54 9º 12′ 30″ 53.861 2.888 0.723 26.977 36.049 18.044 50º 35′ 04″ 148.298 150.487 K4 + 959.792 K5 + 013.792 K5 + 162.091 K5 + 236.086 111.495 73.995 12º 37′ 04″ 73.637 5.413 1.356 36.938 49.456 24.779 160.912 REFERENCIAS Y BMs REF No. NORTE ESTE COTA 1 921175.468 1013806.535 80.423 2 921038.291 1014010.255 73.372 3 921126.241 1014252.169 77.480 4 920826.777 1014490.814 74.526 UNIVERSIDAD NACIONAL DE COLOMBIA 0305_IBAGUE ARCHIVO: CSS DISENO DEFINITIVO DE LA CARRETERA PRACTICA DISENO GEOMETRICO PREDISENO PLANTA PERFIL DICIEMBRE DE 2015 PLANO No. 4 DE. 4 FECHA: TITULO: V = 1 : 200 H = 1 : 2000 PROYECTO: REF. ESCALAS REVISO: APROBO: DIBUJO: PRESENTO: K4+500 – K4+968.94 FACULTAD DE INGENIERIA Departamento de Igenieria Civil y Agricola N S W E Meters 0 100 200 ELEMENTOS DE CURVA EJE CALZADA: <Esp> POT2 978172.000 882436.000 K4+968.94 COD 25422388 COD 25422265 COD 2114988 COD 25422254 UNIVERSIDAD NACIONAL DE COLOMBIA 0305_IBAGUE ARCHIVO: CSS DISENO DEFINITIVO DE LA CARRETERA PRACTICA DISENO GEOMETRICO PREDISENO PLANTA PERFIL DICIEMBRE DE 2015 PLANO No. 2 DE. 4 FECHA: TITULO: V = 1 : 200 H = 1 : 2000 PROYECTO: REF. ESCALAS REVISO: APROBO: DIBUJO: PRESENTO: K1+500 – K3+000 FACULTAD DE INGENIERIA Departamento de Igenieria Civil y Agricola N S W E Meters 0 100 200 ELEMENTOS DE CURVA EJE CALZADA: <Esp> PI#3 EE 979485.025 880522.586 114°46’50” 701.99 23°19’37″Der 57.00 57.56 3.94 3.99 11°39’48” 147.17 K2+285.98 K2+342.98 K2+399.98 PI#4 EE 102,61 K1+099,90 PI#4 EE 979190.790 881159.935 102°13’18” 776.81 12°33’32″Izq 55.00 55.15 2.02 2,10 6°16’46” 194.10 K2+989.25 K3+044.25 K3+099.25 COD 25422388 COD 25422265 COD 2114988 COD 25422254 Unknown Units 0 1 2 Unknown Units 0 1 2 Unknown Units 0 1 2 Unknown Units 0 1 2 Unknown Units 0 1 2 Unknown Units 0 1 2 Unknown Units 0 1 2 \A1;39°4’49” \A1;42° \A1;23° \A1;13° \A1;88° \A1;73° Default Map Base Cruce con via ferrea Cruce con via ferrea Cruce con via ferrea 5 PL1.DWG ARCHIVO: CSS SUBGRUPO No DISENO DEFINITIVO DE LA CARRETERA PRACTICA DISENO GEOMETRICO – PREDISENO PLANTA PERFIL FEBRERO DE 1995 PLANO No. DE. FECHA: TITULO: SUBGRUPO V = 1 : 200 H = 1 : 2000 PROYECTO: INV: CONSULTOR: REF. ESCALAS IV III II I MODIFICACIONES: REVISO: PROYECTO: APROBO: DIBUJO: PRESENTO: COD COD COD SECTOR: K0+000 – K1+500 COD TE EC CE ET K0+ K0+ 79.16 K0+ 229.22 K0+ 500 K0+ 718.00 K0+ 774.00 K0+ 870.31 K1+ K1+ 500 PI#1 ECE (Der) e Máx=6.41 % (Rc=220.00) PI#2 ECE (Izq) e Máx=6.59 % (Rc=210.00) PI#5 ECE (Der) e Máx=7.87 % (Rc=140.00) K0+ 134.16 K0+ 926.31 K0+ 284.22 TE EC CE ET 5 5 5 5 5 TE EE ET K2+ K2+ 989.25 K3+ K4+ 967.42 K3+ 638.79 K3+ 725.79 K3+ 853.68 K3+ 940.68 TE EC CE ET K4+ 169.58 K4+ 238.58 K4+ 348.07 K4+ 417.07 TE EC CE ET PI#6 ECE (Izq) e Máx=7.87 % (Rc=140.00) PI#4 EE (Izq) e Máx=2.59 % (Rc=685.00) PI#3 EE (Der) e Máx=4.31 % (Rc=380.00) K3+ 044.25 K3+ 099.25 K2+ 285.98 K2+ 342.98 K2+ 399.98 TE EE ET ABSCISAS ABSCISAS DIAGRAMA DE TRANSICIÓN DE PERALTES (%) -8% -4% 0% 4% 8% EJE -8% -4% 0% 4% 8% DIAGRAMA DE TRANSICIÓN DE PERALTES (%) EJE 4+600 4+700 4+800 4+900 5+000 5+100 5+200 5+300 5+400 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 PCV K4+531.505 Cota 75.722 PIV K4+671.505 Cota 83.238 PTV K4+811.505 Cota 75.405 L = 280.000 K = 25.540 E = -3.837 PCV K4+846.218 Cota 73.463 PIV K4+941.218 Cota 68.148 PTV K5+036.218 Cota 70.477 L = 190.000 K = 23.614 E = 1.911 PCV K5+057.021 Cota 70.987 PIV K5+153.763 Cota 73.358 PTV K5+250.505 Cota 68.242 L = 193.484 K = 25.000 E = -1.872 PCV K5+261.192 Cota 67.677 PIV K5+381.192 Cota 61.331 L1 = 120.000 K1 = 17.393 E = 4.140 + 5.37% – 5.59% + 2.45% – 5.29% 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 4+500 55 55 55 55 60 60 60 60 60 60 60 60 60 60 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 75 75 75 75 75 75 75 75 75 75 75 75 80 80 80 80 80 80 85 85 INICIO K4+500.000 TE K4+555.526 EE K4+609.526 ET K4+663.575 TE K4+725.780 EC K4+779.780 CE K4+869.009 ET K4+923.009 TE K4+959.792 EC K5+013.792 CE K5+162.091 ETE K5+236.086 EC K5+310.081 CE K5+494.374 4+600 4+700 4+800 4+900 5+000 5+100 5+200 5+300 5+400 5+500 K5 PI – 1 PI – 2 PI – 3 PI – 4 E = 1014300 E = 1014200 E = 1014000 E = 1014100 E = 1013900 E = 1013800 E = 1013700 E = 1014400 E = 1014500 E = 1014600 N = 921100 N = 921300 N = 921200 N = 921000 N = 920900 E = 1013800 E = 1013900 E = 1014000 E = 1014100 E = 1014200 E = 1014300 E = 1014400 E = 1014500 N = 921100 N = 921000 N = 920800 CONVENCIONES VIA PROYECTADA VIA EXISTENTE ALCANTARILLA PROYECTADA CERCA CONSTRUCCION PUENTE PROYECTADO MURO PROYECTADO REFERENCIAS Y BMs PI PERFORACIONES SUMIDERO PROYECTADO Ø 0.36″ m Ø 0.12″ m 297.37 64.88 534.90 5.05 1519.37 0.00 1850.47 0.00 1155.39 37.31 1740.65 0.00 3872.09 0.00 260.47 1966.63 0.00 8217.33 0.00 6341.64 78.59 1660.93 295.97 94.69 898.60 32.80 1327.15 0.00 557.20 0.06 537.79 3.15 1035.37 0.00 695.44 217.81 CORTE (m³) RELLENO (m³) CORTE (m³) RELLENO (m³) 5 5 5 REF. 1 REF. 2 REF. 3 REF. 4 TE EE ET TE EC CE ET TE EC CE ETE EC PI – 1 e = 6.07% PI – 2 e = 8.00% PI – 3 e = 8.00% PI – 4 e = 8.00% Alcantarilla d = 36″ Salida izq. K5 + 000 Alcantarilla d = 36″ Salida izq. K5 + 370 Alcantarilla d = 36″ Izq. K5 + 000 y aliviaderos Alcantarilla d = 36″ Izq. K5 + 000 y aliviaderos BORDE IZQUIERDO DE LA CALZADA DIAGRAMA DE TRANSICIÓN DE PERALTES BORDE DERECHO DE LA CALZADA EJE CENTRAL DE LA CALZADA PERFIL MEDIA BANCA DERECHA PERFIL MEDIA BANCA IZQUIERDA PERFIL EJE NIVEL DE RASANTE ROTACIÓN DEL PERALTE RESPECTO AL EJE CENTRAL DE LA CALZADA PROYECTÓ: PROCESÓ: REVISÓ: APROBÓ: III V IV MODIFICACIONES II I PLANTA PERFIL K4+500 – K5+400 TÍTULO: ARCHIVO: FECHA: ESCALA: PLANO X DE XX REFERENCIA: PROYECTO: REPUBLICA DE COLOMBIA INSTITUTO NACIONAL DE VIAS MINISTERIO DE TRANSPORTE OBJETO CONTRACTUAL CÓDIGO Y TIPO DE CONTRATO NOMBRE INTERVENTORÍA RESERVADO PARA LOGOS Y NOMBRES DEL CONSULTOR V 1:100 PERFIL H 1:1000 PLANTA 1:1000 10 0 10 20 30 Escala 1 : 1000 COTAS (m) COTAS (m) Alcantarilla d = 36″ Izq. K4 + 800 y aliviaderos Alcantarilla d = 36″ Salida izq. K4 + 800 Sumidero d = 12″ salida Der. K4 + 530 Sumidero d = 12″ Salida der. K4 + 530 ANCHO DE ZONA 979400 m.N. 979600 m.N. 979800 m.N. 980000 m.N. 978200 m.N. 978400 m.N. 978600 m.N. 978800 m.N. 979000 m.N. 979200 m.N. 978000 m.N. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. K1+ 500 DIAGRAMA DE TRANSICION DE PERALTES +2% +4% +6% +8% -8% -6% -4% -2% EJE DIAGRAMA DE TRANSICION DE PERALTES +2% +4% +6% +8% -8% -6% -4% -2% EJE 979600 m.N. 979800 m.N. 980000 m.N. 979400 m.N. 979600 m.N. 979800 m.N. 980000 m.N. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 979200 m.N. K4+ 967.42 K4+ 500 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 882400 m.E. 979400 m.N. 979200 m.N. 979400 m.N. 979200 m.N. 979400 m.N. 979600 m.N. 979000 m.N. 979000 m.N. 978800 m.N. 978800 m.N. 882400 m.E. 978600 m.N. 882400 m.E. 882400 m.E. 882400 m.E. 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960 1+980 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+140 2+160 2+180 2+200 2+220 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 2+400 2+420 2+440 2+460 2+480 2+500 2+520 2+540 2+560 2+580 2+600 2+620 2+640 2+660 2+680 2+700 2+720 2+740 2+760 2+780 2+800 2+820 2+840 2+860 2+880 2+900 2+920 2+940 2+960 2+980 3+000 3+020 3+040 3+060 3+080 3+100 3+120 3+140 3+160 3+180 3+200 3+220 3+240 3+260 3+280 3+300 3+320 3+340 3+360 3+380 3+400 3+420 3+440 3+460 3+480 3+500 3+520 3+540 3+560 3+580 3+600 3+620 3+640 3+660 3+680 3+700 3+720 3+740 3+760 3+780 3+800 3+820 3+840 3+860 3+880 3+900 3+920 3+940 3+960 3+980 4+000 4+020 4+040 4+060 4+080 4+100 4+120 4+140 4+160 4+180 4+200 4+220 4+240 4+260 4+280 4+300 4+320 4+340 4+360 4+380 4+400 4+420 4+440 4+460 4+480 4+500 4+520 4+540 4+560 4+580 4+600 4+620 4+640 4+660 4+680 4+700 4+720 4+740 4+760 4+780 4+800 4+820 4+840 4+860 4+880 4+900 4+920 4+940 4+960 4+969 BP: 0+000.00 TS: 0+079.16 SC: 0+134.16 Mid: 0+181.69 CS: 0+229.22 ST: 0+284.22 TS: 0+718.00 SC: 0+774.00 Mid: 0+822.16 CS: 0+870.31 ST: 0+926.31 TS: 2+285.98 SS: 2+342.98 ST: 2+399.98 TS: 2+989.25 SS: 3+044.25 ST: 3+099.25 TS: 3+640.31 SC: 3+727.31 Mid: 3+791.26 CS: 3+855.20 ST: 3+942.20 TS: 4+171.10 SC: 4+240.10 Mid: 4+294.84 CS: 4+349.59 ST: 4+418.59 EP: 4+968.94 STA 0+000.00 DESIGN SPEED = 100 km/h Ruta3 PROFILE 914 916 918 920 922 924 926 928 930 932 934 936 938 940 942 944 946 948 950 952 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 1032 1034 1036 1038 1040 1042 1044 1046 1048 1050 1052 914 916 918 920 922 924 926 928 930 932 934 936 938 940 942 944 946 948 950 952 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 1032 1034 1036 1038 1040 1042 1044 1046 1048 1050 1052 Ruta1 PROFILE 906 908 910 912 914 916 918 920 922 924 926 928 930 932 934 936 938 940 942 944 946 948 950 952 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 1032 1034 1036 1038 1040 1042 1044 1046 1048 1050 1052 906 908 910 912 914 916 918 920 922 924 926 928 930 932 934 936 938 940 942 944 946 948 950 952 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 1032 1034 1036 1038 1040 1042 1044 1046 1048 1050 1052 Ruta2 PROFILE 914 916 918 920 922 924 926 928 930 932 934 936 938 940 942 944 946 948 950 952 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 1032 1034 1036 1038 1040 1042 1044 1046 1048 1050 1052 914 916 918 920 922 924 926 928 930 932 934 936 938 940 942 944 946 948 950 952 954 956 958 960 962 964 966 968 970 972 974 976 978 980 982 984 986 988 990 992 994 996 998 1000 1002 1004 1006 1008 1010 1012 1014 1016 1018 1020 1022 1024 1026 1028 1030 1032 1034 1036 1038 1040 1042 1044 1046 1048 1050 1052 0+000 1051.52 1051.516 0+020 1049.96 1049.956 0+040 1046.65 1046.652 0+060 1044.89 1044.888 0+080 1043.87 1043.873 0+100 1042.69 1042.691 0+120 1041.30 1041.301 0+140 1040.15 1040.154 0+160 1037.18 1037.185 0+180 1033.37 1033.370 0+200 1032.51 1032.510 0+220 1032.24 1032.238 0+240 1030.96 1030.956 0+260 1030.57 1030.574 0+280 1030.49 1030.495 0+300 1030.30 1030.297 0+320 1029.45 1029.452 0+340 1028.93 1028.926 0+360 1028.75 1028.749 0+380 1028.25 1028.249 0+400 1026.92 1026.925 0+420 1023.96 1023.963 0+440 1023.54 1023.542 0+460 1022.81 1022.807 0+480 1022.24 1022.242 0+500 1021.98 1021.982 0+520 1022.08 1022.078 0+540 1022.02 1022.018 0+560 1021.12 1021.124 0+580 1019.94 1019.942 0+600 1018.00 1018.004 0+620 1016.10 1016.096 0+640 1018.07 1018.073 0+660 1017.21 1017.208 0+680 1016.61 1016.608 0+700 1018.11 1018.114 0+720 1017.08 1017.083 0+740 1017.20 1017.204 0+760 1016.90 1016.904 0+780 1016.34 1016.344 0+800 1015.94 1015.935 0+820 1015.78 1015.779 0+840 1015.39 1015.392 0+860 1015.66 1015.656 0+880 1012.79 1012.794 0+900 1012.24 1012.244 0+920 1010.71 1010.711 0+940 1007.68 1007.680 0+960 1008.35 1008.352 0+980 1008.94 1008.938 1+000 1008.11 1008.106 1+020 1007.36 1007.364 1+040 1006.38 1006.379 1+060 1005.56 1005.559 1+080 1004.90 1004.899 1+100 1004.22 1004.215 1+120 1003.16 1003.165 1+140 1002.02 1002.017 1+160 1001.73 1001.735 1+180 1001.31 1001.315 1+200 1000.91 1000.908 1+220 1000.41 1000.410 1+240 999.86 999.861 1+260 998.88 998.879 1+280 998.35 998.354 1+300 997.83 997.831 1+320 997.27 997.265 1+340 996.76 996.758 1+360 996.22 996.220 1+380 995.67 995.669 1+400 995.11 995.112 1+420 994.59 994.594 1+440 993.98 993.978 1+460 992.77 992.765 1+480 991.90 991.899 1+500 990.93 990.932 1+520 990.47 990.475 1+540 990.24 990.245 1+560 989.84 989.840 1+580 989.09 989.090 1+600 988.21 988.211 1+620 987.68 987.680 1+640 987.15 987.154 1+660 986.65 986.648 1+680 985.98 985.982 1+700 984.87 984.867 1+720 984.00 984.005 1+740 984.08 984.078 1+760 984.00 984.000 1+780 982.90 982.898 1+800 982.31 982.314 1+820 981.22 981.218 1+840 980.20 980.196 1+860 979.72 979.720 1+880 979.43 979.428 1+900 978.80 978.804 1+920 978.37 978.371 1+940 977.69 977.688 1+960 976.76 976.763 1+980 975.91 975.911 2+000 975.02 975.019 2+020 974.70 974.696 2+040 974.05 974.046 2+060 973.11 973.111 2+080 972.09 972.089 2+100 970.84 970.840 2+120 970.08 970.079 2+140 969.97 969.971 2+160 969.39 969.390 2+180 968.69 968.688 2+200 968.41 968.414 2+220 968.03 968.034 2+240 967.60 967.599 2+260 967.18 967.179 2+280 966.45 966.445 2+300 966.01 966.011 2+320 965.56 965.555 2+340 965.29 965.285 2+360 964.88 964.875 2+380 964.61 964.610 2+400 964.31 964.310 2+420 963.80 963.799 2+440 963.14 963.136 2+460 962.83 962.829 2+480 962.31 962.311 2+500 961.80 961.796 2+520 961.37 961.374 2+540 960.96 960.956 2+560 960.55 960.555 2+580 960.04 960.042 2+600 959.80 959.803 2+620 959.37 959.373 2+640 958.94 958.935 2+660 958.50 958.498 2+680 958.06 958.061 2+700 957.51 957.505 2+720 957.07 957.072 2+740 956.89 956.890 2+760 956.68 956.685 2+780 956.26 956.260 2+800 956.02 956.015 2+820 955.45 955.454 2+840 954.29 954.293 2+860 954.04 954.036 2+880 953.64 953.640 2+900 953.06 953.056 2+920 952.70 952.704 2+940 952.51 952.506 2+960 952.26 952.257 2+980 951.75 951.753 3+000 951.33 951.332 3+020 950.89 950.888 3+040 950.49 950.488 3+060 949.99 949.994 3+080 949.50 949.496 3+100 949.01 949.006 3+120 948.55 948.550 3+140 948.10 948.104 3+160 947.72 947.721 3+180 947.23 947.227 3+200 946.71 946.713 3+220 946.20 946.200 3+240 945.83 945.831 3+260 945.41 945.410 3+280 945.01 945.011 3+300 944.57 944.567 3+320 944.09 944.095 3+340 943.47 943.473 3+360 942.84 942.839 3+380 942.19 942.193 3+400 941.78 941.779 3+420 941.27 941.275 3+440 940.74 940.739 3+460 940.18 940.175 3+480 939.78 939.779 3+500 939.47 939.471 3+520 938.87 938.869 3+540 938.03 938.029 3+560 937.30 937.299 3+580 936.59 936.591 3+600 935.87 935.869 3+620 935.14 935.140 3+640 934.74 934.736 3+660 934.24 934.245 3+680 933.88 933.880 3+700 933.48 933.479 3+720 933.09 933.087 3+740 932.69 932.691 3+760 932.23 932.232 3+780 931.72 931.715 3+800 931.10 931.103 3+820 930.51 930.514 3+840 930.06 930.057 3+860 930.06 930.064 3+880 930.77 930.768 3+900 931.04 931.036 3+920 931.27 931.273 3+940 931.50 931.498 3+960 931.40 931.402 3+980 931.16 931.165 4+000 930.58 930.575 4+020 929.72 929.724 4+040 928.96 928.960 4+060 928.88 928.884 4+080 929.42 929.423 4+100 930.23 930.228 4+120 930.80 930.796 4+140 931.16 931.164 4+160 931.09 931.092 4+180 931.04 931.036 4+200 930.95 930.947 4+220 931.18 931.178 4+240 931.60 931.602 4+260 932.03 932.034 4+280 932.79 932.785 4+300 933.50 933.497 4+320 933.86 933.855 4+340 934.07 934.067 4+360 934.38 934.376 4+380 934.48 934.475 4+400 934.57 934.571 4+420 934.51 934.508 4+440 934.44 934.436 4+460 934.14 934.138 4+480 933.71 933.712 4+500 933.22 933.220 4+520 932.77 932.772 4+540 932.14 932.136 4+560 931.32 931.317 4+580 930.91 930.914 4+600 930.78 930.781 4+620 930.42 930.417 4+640 930.00 930.001 4+660 929.30 929.298 4+680 928.48 928.483 4+700 927.82 927.816 4+720 927.35 927.349 4+740 926.88 926.876 4+760 926.47 926.472 4+780 926.04 926.040 4+800 925.57 925.573 4+820 925.05 925.045 4+840 924.46 924.460 4+860 923.98 923.984 4+880 922.02 922.019 4+900 920.57 920.573 4+920 920.01 920.015 4+940 917.46 917.457 4+960 916.00 916.000 4+980 -7.93% -3.09% -2.31% -2.50% 0.56% -4.44% -5.92% -3.32% -1.04% GRADE BREAK STA = 0+000.00 ELEV = 1051.516 GRADE BREAK STA = 2+159.56 ELEV = 971.703 GRADE BREAK STA = 3+134.22 ELEV = 949.191 GRADE BREAK STA = 4+968.94 ELEV = 916.000 LOW PT STA: 2+84.59 LOW PT ELEV: 1030.79 PVI STA:0+244.59 PVI ELEV:1032.12 K:17.36 LVC:80.00 BVCS: 0+204.59 BVCE: 1035.29 EVCS: 0+284.59 EVCE: 1030.79 LOW PT STA: 38+76.78 LOW PT ELEV: 931.27 PVI STA:3+857.82 PVI ELEV:931.14 K:19.62 LVC:60.00 BVCS: 3+827.82 BVCE: 931.88 EVCS: 3+887.82 EVCE: 931.30 LOW PT STA: 6+63.38 LOW PT ELEV: 1018.89 PVI STA:0+633.38 PVI ELEV:1019.20 K:26.23 LVC:60.00 BVCS: 0+603.38 BVCE: 1020.19 EVCS: 0+663.38 EVCE: 1018.89 LOW PT STA: 9+96.33 LOW PT ELEV: 1007.68 PVI STA:0+966.33 PVI ELEV:1008.61 K:21.19 LVC:60.00 BVCS: 0+936.33 BVCE: 1010.38 EVCS: 0+996.33 EVCE: 1007.68 HIGH PT STA: 45+10.46 HIGH PT ELEV: 934.78 PVI STA:4+541.47 PVI ELEV:934.98 K:15.99 LVC:80.00 BVCS: 4+501.47 BVCE: 934.76 EVCS: 4+581.47 EVCE: 933.20 HIGH PT STA: 7+80.27 HIGH PT ELEV: 1017.68 PVI STA:0+820.27 PVI ELEV:1017.26 K:16.36 LVC:80.00 BVCS: 0+780.27 BVCE: 1017.68 EVCS: 0+860.27 EVCE: 1014.89 STA:4+035.55 ELEV:929.11 STA:3+909.25 ELEV:931.06 STA:2+827.64 ELEV:954.93 STA:2+599.41 ELEV:959.79 STA:2+178.74 ELEV:968.73 STA:1+988.38 ELEV:975.54 STA:1+273.95 ELEV:998.49 STA:2+725.92 ELEV:956.99 STA:1+590.03 ELEV:988.60 STA:0+967.02 ELEV:1008.80 STA:0+939.96 ELEV:1007.67 STA:0+884.54 ELEV:1012.39 STA:0+156.88 ELEV:1037.50 464 484 STA:3+020.94 ELEV:950.80 496 504 N S W E UNIVERSIDAD NACIONAL DE COLOMBIA 0305_IBAGUE ARCHIVO: CSS DISENO DEFINITIVO DE LA CARRETERA PRACTICA DISENO GEOMETRICO PREDISENO PLANTA PERFIL DICIEMBRE DE 2015 PLANO No. 1 DE. 4 FECHA: TITULO: V = 1 : 200 H = 1 : 2000 PROYECTO: REF. ESCALAS REVISO: APROBO: DIBUJO: PRESENTO: COD 25422388 COD 25422265 K0+000 – K1+500 COD 2114988 FACULTAD DE INGENIERIA Departamento de Igenieria Civil y Agricola COD 25422254 Meters 0 100 200 ELEMENTOS DE CURVA EJE CALZADA: <Esp> POT1 979978.000 878340.000 93°55’38” 184.93 K0+000,00 PI#1 ECE 979965.335 878524.494 133°00’27” 647.45 39°4’49″Der 55.00 105.77 14.05 0.55 7°12’7.7″ 110.00 24°40’33” 220.00 95.06 50.86 5.20 K0+079.16 K0+134.16 K0+229.22 K0+284.22 PI#2 ECE 979523.714 878997.952 91°27’13” 1525.12 41°33’14″Izq 56.00 107.89 15.27 0.62 7°38’55” 108.44 13°15’23” 210.00 96.30 51.99 1.41 K0+781.00 K0+774.00 K0+870.31 K0+926.31