Road Project DWG Full Project for AutoCAD

Road Project – Way – Slope

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

ruben arenas, longitudinal profile, manuel berrios, claudio arancibia, n ………., project, professor: ing. rodrigo war, n ……. de ….., plan, date, s. ocoroz o., drawing, paving project calle bellavista, emilio de la torre, projected by:, names:, project of roads, ovalle commune, water evacuation grid, change of slope, widening of road, parking, level entry, area transition from slope to parking, profile parking, profile solera entrance parking, solera profile, recessed, wall separation, driveway parking, seat and backrest hearth, projected hcv road, hc proy. path, profile type, pavement, area of ​​cuts and embankments, embankment area, walls on the right side, walls on the left side, line of walls on the left side, line of walls on the right side, accumulated distance, slope, ground level, level elevation, partial distance, ground, sidewalk, walls of contencion, cota terrain, cota sidewalk, cota coronation wall, km. horiz. curves, cant, cant cant, b. izq, b der, union with Bellavista sector remodeling project, profile type road

Raw text data extracted from CAD file:

RUBEN ARENAS PERFIL LONGITUDINAL MANUEL BERRIOS CLAUDIO ARANCIBIA N ………. PROYECTO 1 PROFESOR: ING. RODRIGO GUERRA N …….de….. PLANO 1 JULIO 2003 FECHA S. OCOROZ O. DIBUJO PROYECTO PAVIMENTACION CALLE BELLAVISTA EMILIO DE LA TORRE PROYECTADO POR : NOMBRES : PROYECTO DE CAMINOS COMUNA DE OVALLE 7 m VERTICE REFERENCIA 2 E=1273.897 N=1173.486 N=1328.688 E=1507.868 V1 V3 V2 E=1000 N=1000 N rejilla evacuacion aguas rejilla evacuacion aguas rejilla evacuacion aguas rejilla evacuacion aguas fin muros KM 0.187 inicio muros KM 0.09713 inicio muro KM 0.00 fin muros KM 0.637 inicio muros KM 0.355 fin muros KM 0.291 inicio muro KM 0.107 fin muro KM 0.027 T-1 T-2 T-3 T-4 T-5 T-6 T-7 T-8 T-9 T-10 T-11 T-12 T-13 T-14 T-15 T-17 T-16 Km=0.00 CR=272.59 CT=272.54 PCV 1 CR=271.9 CT=272 CR=271.45 CT=272 MCV1 MCV2 CT=268.9 CR=268.76 CT=270.65 CR=269.7 PCV 2 FCV 2 CR=268.31 CT=269.42 FCV 1 CR=270.5 CT=271.6 PCV 3 CR=267.37 CT=266.48 FCV 3 CR=268.13 CT=267.32 CR=267.27 CT=266.41 MCV3 CR=270.94 CT=271.31 MCV4 FCV 4 CR=271.49 CT=271.83 PCV 4 CR=269.86 CT=268.53 PCV 5 CR=271.61 CT=271.71 FCV 5 CR=270.61 CT=269.64 PCV 6 CR=270.12 CT=268.71 CR=271.31 CT=271.5 MCV5 CR=269.57 CT=268 MCV6 CT=269.62 CR=269.7 FCV 6 L=13.10m i=6.00% L=64.42m i=1.10% L=32.26m i=1.00% L=21.38m L=25.90m i=6.68% L=20.89m i=1.48% i=2.13% L=37.55m i=0.78% L=129.00m L=54.97m i=0.72% L=8.47m i=5.90% i=3.15% L=9.47m CT=272.54 CR=272.54 Km=0.637 2T=40.00m 2T=40.00m 2T=40.00m 2T=40.00m 2T=30.00m 2T=30.00m D=40.77m R=114.0m T=20.61m S=1.85m W=222.8g W=179.9g S=1.61m T=20.34m R=128.0m D=40.35m W=163.6g S=2.96m T=20.58m R=70.00m D=40.04m D=30.48m R=70m T=15.48m S=1.69m W=227.7g D=34.46m R=100m T=17.4m S=1.50m W=221.94g W=167.83g S=2.62m T=20.65m R=80.00m D=40.42m D=39.08M R=150.00m T=19.65m S=1.28m W=216.6g D=31.48m R=70.00m T=16.00m S=1.81m W=228.6g W=48.03g S=24.73m T=37.86m R=15.00m D=35.81m i=2.89% FCH 1 KM 0.05813 KM 0.01736 PCH 1 KM 0.09713 PCH 2 KM 0.13748 FCH 2 KM 0.17943 PCH 3 KM 0.21947 FCH 3 KM 0.24961 PCH 4 KM 0.2801 FCH 4 KM 0.33791 PCH 5 KM 0.37237 FCH 5 KM 0.41458 PCH 6 KM 0.4550 FCH 6 KM 0.48972 PCH 7 KM 0.5288 FCH 7 PCH 8 KM 0.56297 KM 0.5945 FCH 8 KM 0.602 PCH 9 FCH 9 KM 0.637 KM 0.06442 KM 0.08442 KM 0.10442 KM 0.11748 KM 0.13748 KM 0.15748 KM 0.21112 KM 0.23112 KM 0.25112 KM 0.27702 KM 0.29702 KM 0.31702 KM 0.55944 KM0.57444 KM 0.58944 KM 0.59791 KM 0.61291 KM 0.62791 KM 0.18974 CT=268 CR=268 CAMBIO DE PENDIENTE KM 0.33791 CT=272.4 CR=271.8 CAMBIO DE PENDIENTE CAMBIO DE PENDIENTE CR=271 CT=271 KM 0.37546 KM 0.50447 CT=272 CR=272 CAMBIO DE PENDIENTE ENSANCHE DE CALZADA VERTICE DE REFERENCIA 1 VERTICE RFERENCIA 3 ESTACIONAMIENTOS R=5 R=5 R=5 R=5 i=2.00% MURO DE SEPARACION (altura 30 cm) Cota ingreso CT=271.50 CR=271.37 CR=271.37 CT=271.00 Cota ingreso zona de transicion de pendiente a estacionamiento 1 2 3 4 5 6 7 8 9 0.05 0.07 0.16 1.20 0.16 0.20 0.20 3.50 3.50 0.8 0.8 -619.965018118633 -619.965018118633 PERFIL ESTACIONAMIENTO PERFIL SOLERA INGRESO ESTACIONAMIENTO PERFIL SOLERA REBAJADA SOLERA TIPO “A” i %(+,-) 5.00 2% MURO DE SEPARACION BASE ESTABILIZADA CBR40% CALZADA ESTACIONAMIENTO 11.46 20 20 0.20 CON HORM. 170 Kg.cem/m3 ASIENTO Y RESPALDO SOLERA 0.15 0.10 0.15 0.10 0.12 SOLERA TIPO “A” ASIENTO Y RESPALDO SOLERA CON HORM. 170 Kg.cem/m3 0.20 0.15 0.15 0.10 0.10 0.12 SOLERA TIPO “A” 0.15 2% SOLERA TIPO”A” PROY. CALZADA DE HCV PROYECTADA VEREDA DE HC PROY. 2% 2% 2% VEREDA DE HC PROY. ESCALA H 1:100 V 1:10 PERFIL TIPO PAVIMENTO 2% BASE ESTABILIZADA CBR>40% BASE ESTABILIZADA CBR>40% -619.965018118633 -619.965018118633 -619.965018118633 -619.965018118633 -619.965018118633 -619.965018118633 -619.965018118633 -619.965018118633 -619.965018118633 1.50 272 1.50 272.19 269.73 268.20 267.20 265.85 267.20 268.20 269.20 269.20 268.57 268.11 268.89 269.39 267.86 266.88 266.38 265.88 265.37 264.43 264.83 265.37 266.71 267.71 270.52 267.02 267.88 268.52 269.02 269.52 0.286 270.68 270.52 268.86 0.274 0.267 0.261 269.92 269.51 269.10 269.78 269.34 268.91 267.38 266.88 266.38 265.53 5.57 5.70 6.50 6.50 6.50 10.97 ZONA DE CORTES Y TERRAPLENES \C2;MURO TIPO D \C2;MURO TIPO C \C2;MURO TIPO C \C2;MURO TIPO B \C2;MURO TIPO B \C2;MURO TIPO A \C2;MURO TIPO A \C2;MURO TIPO C \C2;MURO TIPO B \C2;MURO TIPO B \C2;MURO TIPO A \C2;MURO TIPO A \C2;MURO TIPO B \C2;MURO TIPO B \C2;MURO TIPO B \C2;MURO TIPO A \C2;MURO TIPO A \C2;MURO TIPO A \C2;MURO TIPO B \C2;MURO TIPO B \C2;MURO TIPO C \C2;MURO TIPO C \C2;MURO TIPO C \C2;MURO TIPO C \C2;MURO TIPO B \C2;MURO TIPO C \C2;MURO TIPO B \C2;MURO TIPO B \C2;MURO TIPO A\C256; 30.14 ZONA DE TERRAPLEN ZONA DE TERRAPLEN EMPALME CON PROYECTO DE REMODELACION SECTOR BELLAVISTA, CALLE DIAGONAL 1, COMUNA DE OVALLE. MUROS LADO DERECHO MUROS LADO DERECHO 41.97 11.94 9.42 9.42 9.42 0.179 0.137 0.125 271.58 269.40 269.52 0.116 271.89 269.92 270.02 0.107 272.20 270.49 270.52 268.14 268.21 268.88 271.02 T-17 T-16 T-15 T-14 T-13 T-12 T-11 T-10 T-9 T-8 T-7 T-6 T-5 T-4 T-3 T-2 T-1 0.630 0.621 0.608 0.596 0.588 0.579 0.553 0.529 0.515 0.501 0.490 0.477 0.455 0.415 0.372 0.364 8.79 7.43 9.28 12.53 11.86 8.79 25.62 24.30 13.94 13.94 11.21 12.48 22.23 40.42 270.11 269.79 271.23 271.95 272.00 270.09 269.89 269.20 269.88 269.68 268.20 270.55 270.35 268.98 271.06 270.86 269.20 271.97 271.77 270.72 272.25 272.05 270.73 272.29 272.09 270.23 272.11 271.91 269.57 271.74 271.42 42.22 271.57 271.37 270.39 271.19 8.61 271.56 0.280 0.250 0.220 0.208 0.180 11.52 270.82 270.19 268.18 267.34 267.79 267.59 265.84 28.52 268.22 41.96 268.89 0.138 12.31 0.125 269.62 269.42 267.71 9.01 0.116 270.13 269.93 268.71 9.01 270.47 272.39 30.78 272.49 272.66 10.00 0.027 272.59 271.52 T-9 MUROS LADO IZQUIERDO MUROS LADO DERECHO T-17 T-16 T-15 T-14 T-13 T-12 T-11 T-10 T-8 T-7 T-6 T-5 T-4 T-3 T-2 T-1 T-17 T-16 T-15 T-14 T-13 T-12 T-11 T-10 T-9 T-8 T-7 T-6 T-5 T-4 T-3 T-2 EMPALME CON PROYECTO DE REMODELACION SECTOR BELLAVISTA, CALLE DIAGONAL 1, COMUNA DE OVALLE. LINEA DE MUROS EN EL LADO IZQUIERDO LINEA DE MUROS EN EL LADO DERECHO C.REF 271 DISTANCIA ACUMULADA PENDIENTE COTA TERRENO COTA RASANTE DISTANCIA PARCIAL 272.5 272.37 270.9 271.5 272 272.2 7.5 1.73 1.93 3.84 C.REF 270 266.5 1.51 271.9 272.2 271.5 7.5 7.5 270.90 271.5 271.75 272 272.18 271 271.5 270.27 270.5 271 3.40 1.40 1.22 6.98 1.23 0.65 2.06 C.REF 269 C.REF 264 271 266.39 268.76 268.9 269 266.89 267.33 267.7 268 268.5 269.5 270 270.5 271.5 272 272 265.85 0.21 1.02 1.02 0.91 0.86 1.19 1.32 1.52 1.52 1.51 1.13 1.13 1.86 1.25 268.09 266.84 266 266.5 267 267.5 268 268.5 269 269.5 270 270.5 267 267.5 267.6 0.32 1.00 1.00 1.00 1.00 1.00 1.07 1.10 1.17 1.10 1.12 3.32 2.00 0.91 C.REF 264 C.REF 264 2.38 267.22 265.1 265.5 266 266.3 267 267.2 267.5 268 268.5 269 269.5 2.39 3.19 1.92 1.27 0.68 0.97 1.65 1.65 1.65 1.59 264.96 265 265.5 266 266.5 268.5 269 269.5 270 270.24 0.22 1.68 1.64 1.64 1.65 2.54 3.01 3.09 1.41 C.REF 264 C.REF 266 3.42 271.72 267.44 267.5 268 271 271.31 271.5 0.23 2.34 2.45 4.08 5.05 272.5 270.67 271.73 272 272.4 272.5 6.34 1.16 4.91 2.59 C.REF 270 C.REF 270 T-1 6.39 271.5 272 272.15 269.41 269.5 270 270.5 271 271.13 3.50 1.70 2.11 2.11 0.38 0.81 2.10 2.29 270.9 271 271.5 271.8 269.8 270 270.5 0.70 2.90 3.90 2.06 2.17 3.27 C.REF 268 C.REF 268 C.REF 268 270.5 271 271.1 271.5 271.8 272 268.4 268.5 269 269.5 270 1.32 0.69 1.32 4.15 3.35 0.38 1.15 1.32 1.32 270 270.5 271 271.3 271.5 272 272 269.3 269.5 1.27 1.40 1.50 1.88 2.02 4.20 0.66 2.07 C.REF 268 C.REF 269 270.8 271 271.5 271.9 272 0.69 1.11 2.87 3.93 C.REF 268 C.REF 265 271.96 268.04 270.06 270.94 271.3 271.07 271.3 271.62 271.89 271.83 4.93 2.57 2.65 3.02 2.30 2.47 2.87 2.25 2.50 2.50 1.04 0.79 0.24 0.25 271.5 271.15 271.5 270.5 271 270 269.84 269.64 269 268.5 267.5 267 268 267.9 266.5 266.4 271.15 269.67 TERRENO VEREDA MUROS DE CONTENCION MUROS DE CONTENCION VEREDA TERRENO NOTA : TODAS LAS DISTANCIAS LONGITUDINALES ESTAN C/R AL EJE NOTA : TODAS LAS DISTANCIAS LONGITUDINALES ESTAN C/R AL EJE 0.187 0.097 0.00 0.637 0.355 0.291 0.107 0.017 270.00 269.06 271.27 271.94 272.00 271.74 271.42 271.19 271.92 271.06 270.18 268.16 267.34 272.54 272.49 272.12 271.02 268.88 268.21 271.00 271.06 272.27 272.33 272.52 272.31 7.50 268.05 17.23 271.86 270.90 271.02 269.86 5.70 270.67 269.71 10.02 270.31 270.27 271.48 272.11 272.21 271.94 271.62 271.39 270.33 268.83 268.08 268.42 272.69 272.86 269.09 270.00 266.85 270.20 271.23 269.83 269.11 269.99 269.89 271.92 270.86 267.88 265.53 265.43 266.84 266.37 270.83 271.61 271.52 29.24 29.43 49.91 39.08 34.71 40.42 42.22 34.46 40.89 16.93 30.48 30.15 32.54 38.99 40.77 17.37 cota terreno dist parcial c/r eje cota vereda cota coronacion muro kilometraje c/r eje 271.52 0.00 kilometraje c/r eje 17.37 8.61 40.89 38.99 C.REF : 260.00 cota coronacion muro cota vereda dist parcial c/r eje cota terreno 272.43 C.REF : 260.00 PCV 1 270 269.5 269 268.5 268 267.9 268.5 269 271 271.15 271.5 9.48 5.62 3.19 3.83 5.07 4.77 6.25 4.70 4.27 20.92 2.96 6.77 271.9 272 272 14.67 4.94 7.22 14.75 272 272 270.5 271.3 13.24 9.31 3.5324 271 270.5 271 271.1 9.67 39.12 270.9 5.31 10.53 3.09 18.62 271.5 271.13 271 272.4 272 2.63 2.78 3.28 5.41 8.00 270 270.5 271 271.31 271.5 7.22 4.46 3.42 2.83 267.5 267 267.5 268 269 266.5 267 267.2 269.5 11.99 36.89 11.65 5.20 2.75 6.56 266.3 268 267.5 267 6.36 6.22 6.68 5.11 5.33 14.67 270 270 269.5 269 269.5 269 3.44 7.29 3.04 4.00 271 270 269.5 272 271.75 271.5 20.00 24.39 271.9 2T=40.00m 9.79 C.REF : 260.00 16.38 17.36 272.2 272 i=1.10% L=64.42m 272.59 PENDIENTE COTA RASANTE COTA TERRENO DISTANCIA PARCIAL T-1 K =800 S =0.25 CV 1 2T=40 L=13.1m i=6.00% 2T=40.00m 2T=40.00m 2T=40.00m i=1.00% L=32.26m L=21.38m i=2.89% L=25.90m i=6.68% L=37.55m i=2.13% L=20.89m i=1.48% i=0.78% L=129m L=54.97m i=0.72% i=5.9% L=8.47m L=9.47m i=3.15% 2T=30.00m 2T=30.00m KM. CURVAS HORIZ. PERALTE 8.08 12.07 2.73 6.03 272 272.37 271.96 270.9 268.09 267.22 268.04 270.06 270.94 271.8 271.07 271.3 271.62 271.89 271.83 271.15 269.67 270 271.90 272 271.45 270.5 271.6 270.65 269.71 268.90 268.76 268.31 269.42 272.54 266.48 267.37 266.41 267.27 267.32 268.13 268.53 269.86 271.83 271.49 271 268 272 271.61 271.31 270.12 269.70 271.71 269.64 268.71 269.57 269.62 270.61 8.27 T-2 T-3 T-4 T-5 T-6 T-7 T-8 T-9 T-10 T-11 T-12 T-13 T-14 T-15 T-16 T-17 MCV 1 FCV 1 PCV 2 MCV 2 FCV 2 PCV 3 MCV 3 FCV 3 PCV 4 MCV 4 FCV 4 PCV 5 MCV 5 FCV 5 PCV 6 MCV 6 FCV 6 DISTANCIA ACUMULADA 17.36 58.13 64.42 84.42 104.42 97.13 6.28 9.66 4.86 4.19 6.77 2.69 8.35 10.23 1.50 3.07 20.89 15.00 2.85 3.99 2.91 117.48 137.48 157.48 179.43 211.12 231.12 249.61 251.12 277.02 280.09 297.02 317.02 337.91 372.37 414.58 455.01 489.72 528.80 559.44 574.44 578.71 589.44 608.14 597.91 612.91 627.91 637.38 219.47 KILOMETRAJE PERALTE PCH1 FCH1 PCH4 PCH5 PCH7 PCH8 FCH4 FCH5 FCH7 FCH8 KM 0.0971 KM 0.0174 KM 0.0581 KM 0.1375 KM 0.1794 KM 0.2195 KM 0.2496 KM 0.2801 KM 0.3379 KM 0.3724 KM 0.4149 KM 0.455 KM 0.4897 KM 0.5288 KM 0.6370 KM 0.5945 PCH2 PCH3 PCH6 PCH9 FCH2 FCH3 FCH6 FCH9 KM 0.5630 KM 0.6020 KM 0.00 0.00 B. IZQ B DER vertice referencia 3 union con proyecto remodelacion sector bellavista D=0.8 D=0.8 D=0.7 D=0.7 D=0.7 D=0.7 D=0.7 D=0.7 D=0.7 0.00 0.025 0.050 0.1020 0.132 0.075 0.1544 0.1620 0.1846 0.2141 0.2345 0.2548 0.2748 0.3023 0.3156 0.3431 0.3670 0.3945 0.420 0.4499 0.468 0.477 0.473 0.4950 0.524 0.5460 0.5684 0.5984 0.6176 0.5792 0.6378 2T=40 CV 2 S =0.25 K =800 2T=40 CV 3 S =0.48 K =418.15 2T=40 CV 4 S =0.26 K =769.53 2T=30 CV 5 S =0.19 K =578.54 2T=30 CV 6 S =0.34 K =331.6 D=0.8 D=0.8 2.0% 3.5% 2.0% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 2.0% 3.5% 3.5% 0.057 0.018 0.095 0.140 0.177 0.222 0.247 0.282 0.336 0.0375 0.413 0.547 0.488 0.532 0.587 0.610 0.630 2.0% 2.0% 3.5% 3.5% 2.0% 2.0% 3.5% 3.5% 3.5% 3.5% 7 m VERTICE REFERENCIA 2 E=1273.897 N=1173.486 N=1328.688 E=1507.868 V1 V3 V2 E=1000 N=1000 N rejilla evacuacion aguas rejilla evacuacion aguas rejilla evacuacion aguas rejilla evacuacion aguas fin muros KM 0.187 inicio muros KM 0.09713 inicio muro KM 0.00 fin muros KM 0.637 inicio muros KM 0.355 fin muros KM 0.291 inicio muro KM 0.107 fin muro KM 0.027 T-1 T-2 T-3 T-4 T-5 T-6 T-7 T-8 T-9 T-10 T-11 T-12 T-13 T-14 T-15 T-17 T-16 Km=0.00 CR=272.59 CT=272.54 PCV 1 CR=271.9 CT=272 CR=271.45 CT=272 MCV1 MCV2 CT=268.9 CR=268.76 CT=270.65 CR=269.7 PCV 2 FCV 2 CR=268.31 CT=269.42 FCV 1 CR=270.5 CT=271.6 PCV 3 CR=267.37 CT=266.48 FCV 3 CR=268.13 CT=267.32 CR=267.27 CT=266.41 MCV3 CR=270.94 CT=271.31 MCV4 FCV 4 CR=271.49 CT=271.83 PCV 4 CR=269.86 CT=268.53 PCV 5 CR=271.61 CT=271.71 FCV 5 CR=270.61 CT=269.64 PCV 6 CR=270.12 CT=268.71 CR=271.31 CT=271.5 MCV5 CR=269.57 CT=268 MCV6 CT=269.62 CR=269.7 FCV 6 L=13.10m i=6.00% L=64.42m i=1.10% L=32.26m i=1.00% L=21.38m L=25.90m i=6.68% L=20.89m i=1.48% i=2.13% L=37.55m i=0.78% L=129.00m L=54.97m i=0.72% L=8.47m i=5.90% i=3.15% L=9.47m CT=272.54 CR=272.54 Km=0.637 2T=40.00m 2T=40.00m 2T=40.00m 2T=40.00m 2T=30.00m 2T=30.00m D=40.77m R=114.0m T=20.61m S=1.85m W=222.8g W=179.9g S=1.61m T=20.34m R=128.0m D=40.35m W=163.6g S=2.96m T=20.58m R=70.00m D=40.04m D=30.48m R=70m T=15.48m S=1.69m W=227.7g D=34.46m R=100m T=17.4m S=1.50m W=221.94g W=167.83g S=2.62m T=20.65m R=80.00m D=40.42m D=39.08M R=150.00m T=19.65m S=1.28m W=216.6g D=31.48m R=70.00m T=16.00m S=1.81m W=228.6g W=48.03g S=24.73m T=37.86m R=15.00m D=35.81m i=2.89% FCH 1 KM 0.05813 KM 0.01736 PCH 1 KM 0.09713 PCH 2 KM 0.13748 FCH 2 KM 0.17943 PCH 3 KM 0.21947 FCH 3 KM 0.24961 PCH 4 KM 0.2801 FCH 4 KM 0.33791 PCH 5 KM 0.37237 FCH 5 KM 0.41458 PCH 6 KM 0.4550 FCH 6 KM 0.48972 PCH 7 KM 0.5288 FCH 7 PCH 8 KM 0.56297 KM 0.5945 FCH 8 KM 0.602 PCH 9 FCH 9 KM 0.637 KM 0.06442 KM 0.08442 KM 0.10442 KM 0.11748 KM 0.13748 KM 0.15748 KM 0.21112 KM 0.23112 KM 0.25112 KM 0.27702 KM 0.29702 KM 0.31702 KM 0.55944 KM0.57444 KM 0.58944 KM 0.59791 KM 0.61291 KM 0.62791 KM 0.18974 CT=268 CR=268 CAMBIO DE PENDIENTE KM 0.33791 CT=272.4 CR=271.8 CAMBIO DE PENDIENTE CAMBIO DE PENDIENTE CR=271 CT=271 KM 0.37546 KM 0.50447 CT=272 CR=272 CAMBIO DE PENDIENTE ENSANCHE DE CALZADA VERTICE DE REFERENCIA 1 VERTICE RFERENCIA 3 ESTACIONAMIENTOS R=5 R=5 R=5 R=5 i=2.00% MURO DE SEPARACION (altura 30 cm) Cota ingreso CT=271.50 CR=271.37 CR=271.37 CT=271.00 Cota ingreso zona de transicion de pendiente a estacionamiento 1 2 3 4 5 6 7 8 9 union con proyecto remodelacion sector bellavista 0.2 0.2 0.05 0.07 0.16 0.16 1.20 0.8 1.20 0.8 3.50 3.50 PERFIL ESTACIONAMIENTO PERFIL SOLERA INGRESO ESTACIONAMIENTO PERFIL SOLERA REBAJADA SOLERA TIPO “A” i %(+,-) 5.00 2% MURO DE SEPARACION BASE ESTABILIZADA CBR40% CALZADA ESTACIONAMIENTO 11.46 20 20 0.20 CON HORM. 170 Kg.cem/m3 ASIENTO Y RESPALDO SOLERA 0.15 0.10 0.15 0.10 0.12 SOLERA TIPO “A” ASIENTO Y RESPALDO SOLERA CON HORM. 170 Kg.cem/m3 0.20 0.15 0.15 0.10 0.10 0.12 SOLERA TIPO “A” 0.15 2% SOLERA TIPO”A” PROY. CALZADA DE HCV PROYECTADA VEREDA DE HC PROY. 2% 2% 2% VEREDA DE HC PROY. PERFIL TIPO CALZADA PAVIMENTO 2% BASE ESTABILIZADA CBR>40% BASE ESTABILIZADA CBR>40% 1.50 272 1.50 272.19 T-8 T-7 T-6 T-5 T-4 T-3 T-2 C.REF 271 DISTANCIA ACUMULADA PENDIENTE COTA TERRENO COTA RASANTE DISTANCIA PARCIAL 272.5 272.37 270.9 271.5 272 272.2 7.5 1.73 1.93 3.84 C.REF 270 266.5 1.51 271.9 272.2 271.5 7.5 7.5 270.90 271.5 271.75 272 272.18 271 271.5 270.27 270.5 271 3.40 1.40 1.22 6.98 1.23 0.65 2.06 C.REF 269 C.REF 264 271 266.39 268.76 268.9 269 266.89 267.33 267.7 268 268.5 269.5 270 270.5 271.5 272 272 265.85 0.21 1.02 1.02 0.91 0.86 1.19 1.32 1.52 1.52 1.51 1.13 1.13 1.86 1.25 268.09 266.84 266 266.5 267 267.5 268 268.5 269 269.5 270 270.5 267 267.5 267.6 0.32 1.00 1.00 1.00 1.00 1.00 1.07 1.10 1.17 1.10 1.12 3.32 2.00 0.91 C.REF 264 C.REF 264 2.38 267.22 265.1 265.5 266 266.3 267 267.2 267.5 268 268.5 269 269.5 2.39 3.19 1.92 1.27 0.68 0.97 1.65 1.65 1.65 1.59 264.96 265 265.5 266 266.5 268.5 269 269.5 270 270.24 0.22 1.68 1.64 1.64 1.65 2.54 3.01 3.09 1.41 C.REF 264 C.REF 266 267.44 267.5 268 0.23 2.34 T-1 271.96 268.04 270.06 269.67 271.15 266.4 266.5 267.9 268 267 267.5 268.5 269 269.64 269.84 270 271 270.5 271.5 271.15 271.5 0.25 0.24 0.79 1.04 2.50 2.50 2.25 2.87 2.47 2.30 3.02 2.65 2.57 4.93 271.83 271.89 271.62 271.3 271.07 271.3 270.94 C.REF 265 C.REF 268 3.93 2.87 1.11 0.69 272 271.9 271.5 271 270.8 C.REF 269 C.REF 268 2.07 0.66 4.20 2.02 1.88 1.50 1.40 1.27 269.5 269.3 272 272 271.5 271.3 271 270.5 270 1.32 1.32 1.15 0.38 3.35 4.15 1.32 0.69 1.32 270 269.5 269 268.5 268.4 272 271.8 271.5 271.1 271 270.5 C.REF 268 C.REF 268 C.REF 268 3.27 2.17 2.06 3.90 2.90 0.70 270.5 270 269.8 271.8 271.5 271 270.9 2.29 2.10 0.81 0.38 2.11 2.11 1.70 3.50 271.13 271 270.5 270 269.5 269.41 272.15 272 271.5 6.39 C.REF 270 C.REF 270 2.59 4.91 1.16 6.34 272.5 272.4 272 271.73 270.67 272.5 5.05 4.08 2.45 271.5 271.31 271 271.72 3.42 T-9 T-10 T-11 T-12 T-13 T-14 T-15 T-16 T-17