Paved Road, Geometric Design With Drainage DWG Full Project for AutoCAD

geometric design of a via, it contains cuts; profile; plant; sewers useful to develop a project to pave a via.

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

universidad del cauca faculty of civil engineering department of roads and transport, contains :, project:, I realize :, drawing :, approved :, scales :, date :, plant profile, pavement design of the interior roads of the normal superior of popayán , review :, plane :, typical section – no scale -, ground level, level, affirmed, brownish silty soil, dark brown color silty soil, silty colored soil, silty yellow soil, brown filling, yellow filling, profile of soils, university of the cauca faculty of civil engineering department of environmental and sanitary engineering, project of treatment plants:, members:, chamber of quieting parshall channel and coagulated water channel, plant, cross section and longitudinal, university of the cauca faculty of civil engineering department of geotechnics, normal school of popayan, place:, depth, profile of main soils, silty soil light brown color, soil silty brown with betas r ojas

Raw text data extracted from CAD file:

1827 D I S D A E N U I V R U A C A C D E L M N E M E T S O S I R P L V O R I V R V T T A D E S 1730 1730 1730 1730 1730 1730 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 0 1 2 PI 1 E2150 E2100 E2050 E2000 E1950 E1900 E1850 E1800 E1750 E1700 N1350 N1300 N1250 N1200 N1150 N1100 N1050 N1000 N950 N900 N850 N800 N750 N700 N650 N600 N550 N500 E1700 E1750 E1800 E1850 E1900 E1950 E2000 N450 N400 N350 E2050 E2100 E2150 E2200 E2250 E2300 E2350 E2400 E2450 N350 N400 N450 N500 N550 N600 N650 N700 N750 N800 N850 N900 N950 N1000 N1050 N1100 N1150 E2450 E2400 E2350 E2300 E2250 E2200 N1200 N1250 N1300 N1350 0 1 2 PI 1 E1800 E1750 N1400 N1350 N1300 N1250 N1200 N1150 N1100 N1050 N1000 N950 N900 N850 N800 N750 N700 N650 N600 N550 N500 N450 E1750 E1800 E1850 E1900 E1950 E2000 E2050 E2100 E2150 N400 N450 N500 N550 N600 N650 N700 N750 N800 N850 N900 N950 N1000 N1050 N1100 N1150 N1200 N1250 N1300 N1350 E2150 E2100 E2050 E2000 E1950 E1900 E1850 N1400 0 1 2 PI 1 E1700 E1750 E1800 E1850 E1900 E1950 N1300 N1250 N1200 N1150 N1100 N1050 N1000 N950 N900 N850 N800 N750 N700 N650 N600 N550 N500 N450 N400 E2000 E2050 E2100 E2150 E2200 E2250 E2300 N400 N450 E2300 E2250 E2200 E2150 E2100 E2050 N500 N550 N600 N650 N700 N750 N800 N850 N900 N950 N1000 N1050 N1100 N1150 N1200 N1250 N1300 N1350 N1400 E2000 E1950 E1900 E1850 E1800 E1750 E1700 N1400 N1350 0 1 2 3 E1850 E1900 E1950 E2000 E2050 E2100 E2150 E2200 N750 N800 N850 N900 N950 N1000 N1050 K0+000 PC K0+069.495 PC K0+103.570 PT K0+119.771 K0+148.426 K0+100 PT K0+109.570 K0+200 PT K0+079.541 K0+242.634 PC K0+069.749 K0+000 K0+100 K0+122.304 PI # 1 PI # 2 PI # 3 K0+100 UNIVERSIDAD DEL CAUCA FACULTAD DE INGENIERIA CIVIL DEPARTAMENTO DE VIAS Y TRANSPORTE CONTIENE: PROYECTO : REALIZO: DIBUJO: APROBO: ESCALAS: FECHA: PLANTA PERFIL DISEÑO DEL PAVIMENTO DE LAS VIAS INTERIORES DE LA NORMAL SUPERIOR DE POPAYÁN REVISO: PLANO: 1 : 1250 H 1 : 125 V 1 DE 1 24 DE ENERO DE 2012 2.50 .40 .30 – 2 % 2.50 .40 .30 – 2 % SECCION TIPICA – Sin escala – N 1730 1730 1730 1730 1730 1730 1730 1730 K0+082 E1650 E1850 E1900 E1950 E2000 E2050 E2100 E2150 E2200 N300 N750 N800 N850 N900 N950 N1000 N1050 K0+000 PC K0+069.490 K0+100 PT K0+109.571 PC K0+103.570 PT K0+119.771 K0+148.426 PI # 2 K0+100 K0+200 K0+000 K0+122.304 K0+100 PT K0+071.830 PT K0+034.257 PC K0+027.095 K0+245.136 PI # 3 PI # 3 PC K0+069.059 PI # 1 -K0+010 K0+000 K0+050 K0+100 K0+150 K0+200 K0+250 K0+255 1726 1730 1734 Polilinea : 30 Via Principal -4.44% 0.68% -2.73% -0.35% 0.86% PIV 1 L=40.0 K=7.81 PCV K0+000.563 Cota=1730.643 PTV K0+040.563 Cota=1729.889 PIV K0+020.563 Cota=1729.754 PIV 2 L=20.0 K=5.88 PCV K0+079.014 Cota=1730.149 PTV K0+099.014 Cota=1729.944 PIV K0+089.014 Cota=1730.217 PIV 3 L=30.0 K=12.61 PCV K0+115.797 Cota=1729.487 PTV K0+145.797 Cota=1729.026 PIV K0+130.797 Cota=1729.078 PIV 4 L=40.0 K=33.22 PCV K0+167.558 Cota=1728.951 PTV K0+207.558 Cota=1729.053 PIV K0+187.558 Cota=1728.881 Cota Terreno Cota Rasante 1730.778 1730.078 1729.876 1729.885 1729.943 1729.983 1730.032 1730.085 1730.155 1730.177 1729.877 1729.504 1729.243 1729.122 1729.028 1728.987 1728.974 1728.874 1728.893 1728.879 1728.927 1729.008 1729.097 1729.209 1729.326 1730.668 1730.280 1730.021 1729.889 1729.886 1729.953 1730.021 1730.088 1730.155 1730.121 1729.918 1729.645 1729.380 1729.180 1729.060 1729.012 1728.977 1728.943 1728.931 1728.949 1728.997 1729.074 1729.159 1729.245 1729.331 -K0+010 K0+000 K0+050 K0+100 K0+135 1726 1730 1733 NO 0.93% 0.46% 2.47% PIV 1 L=20.0 K=41.97 PCV K0+030 Cota=1729.184 PTV K0+050 Cota=1729.323 PIV K0+040 Cota=1729.277 PIV 2 L=20.0 K=9.93 PCV K0+060 Cota=1729.368 PTV K0+080 Cota=1729.661 PIV K0+070 Cota=1729.414 Cota Terreno Cota Rasante 1728.895 1728.891 1729.001 1729.197 1729.350 1729.369 1729.413 1729.470 1729.643 1729.916 1730.115 1730.339 1730.544 1728.904 1728.997 1729.091 1729.184 1729.265 1729.323 1729.368 1729.464 1729.661 1729.908 1730.155 1730.402 1730.649 -K0+010 K0+000 K0+050 K0+085 1728 1730 1733 NO 0.38% -0.32% 0.88% PIV 1 L=30.0 K=42.51 PCV K0+004.401 Cota=1730.201 PTV K0+034.401 Cota=1730.210 PIV K0+019.401 Cota=1730.258 PIV 2 L=16.0 K=13.28 PCV K0+037.660 Cota=1730.200 PTV K0+053.660 Cota=1730.244 PIV K0+045.660 Cota=1730.174 Cota Terreno Cota Rasante 1730.084 1730.205 1730.241 1730.178 1730.167 1730.215 1730.304 1730.382 1730.184 1730.219 1730.232 1730.222 1730.194 1730.217 1730.300 1730.389 K0+050 K0+100 K0+145 1728 1730 1733 Polilinea : 29 Via 2 0.23% -0.39% 1.05% PIV 1 L=18.0 K=29.06 PCV K0+072.022 Cota=1730.238 PTV K0+090.022 Cota=1730.223 PIV K0+081.022 Cota=1730.258 PIV 2 L=16.0 K=11.13 PCV K0+097.680 Cota=1730.193 PTV K0+113.680 Cota=1730.246 PIV K0+105.680 Cota=1730.162 Cota Terreno Cota Rasante 1730.225 1730.264 1730.160 1730.183 1730.208 1730.335 1730.406 1730.233 1730.245 1730.223 1730.187 1730.214 1730.312 1730.417 -K0+010 K0+000 K0+050 K0+100 K0+135 1726 1730 1733 Polilinea : 28 VIA 3 -0.18% 1.64% 0.70% 2.33% PIV 1 L=20.0 K=10.98 PCV K0+002.301 Cota=1728.881 PTV K0+022.301 Cota=1729.027 PIV K0+012.301 Cota=1728.863 PIV 2 L=20.0 K=21.28 PCV K0+029.023 Cota=1729.138 PTV K0+049.023 Cota=1729.372 PIV K0+039.023 Cota=1729.302 PIV 3 L=20.0 K=12.29 PCV K0+068.787 Cota=1729.511 PTV K0+088.787 Cota=1729.814 PIV K0+078.787 Cota=1729.581 Cota Terreno Cota Rasante 1728.874 1728.864 1728.955 1729.165 1729.319 1729.366 1729.408 1729.477 1729.638 1729.908 1730.098 1730.327 1730.527 1728.885 1728.894 1728.992 1729.154 1729.290 1729.379 1729.449 1729.520 1729.641 1729.843 1730.076 1730.309 1730.542 0.0 m 1.0 m 2.0 m sondeo # 1 sondeo # 3 sondeo # 4 AFIRMADO SUELO LIMOSO COLOR CAFE SUELO LIMOSO COLOR CAFE OSCURO SUELO LIMOSO COLOR ABANO SUELO LIMOSO COLOR AMARILLO RELLENO CAFE RELLENO AMARILLO AFIRMADO 0.35 0.60 0.80 1.4 2.30 0.30 1.40 0.18 1.20 CI= 1.37 Kg/cm\H1.083x;² CI= 1.89 Kg/cm\H1.083x;² CI= 1.94 Kg/cm\H1.083x;² CI= 0.33 Kg/cm\H1.083x;² CI= 1.78 Kg/cm\H1.083x;² CI= 0.60 Kg/cm\H1.083x;² PERFIL DE SUELOS UNIVERSIDAD DEL CAUCA FACULTAD DE INGENIERIA CIVIL DEPARTAMENTO DE INGENIERIA AMBIENTAL Y SANITARIA CONTIENE: PROYECTO DE PLANTAS DE TRATAMIENTO: INTEGRANTES: APROBO: ESCALAS: FECHA: REVISO: PLANO: 1 DE 5 \H1.458x;JUNIO DE 2011 CAMARA DE AQUIETAMIENTO CANALETA PARSHALL Y CANAL DE AGUA COAGULADA PLANTA, CORTE TRANSVERSAL Y LONGITUDINAL 1827 D I S D A E N U I V R U A C A C D E L M N E M E T S O S I R P L V O R I V R V T T A D E S 1: 1827 D I S D A E N U I V R U A C A C D E L M N E M E T S O S I R P L V O R I V R V T T A D E S UNIVERSIDAD DEL CAUCA FACULTAD DE INGENIERIA CIVIL DEPARTAMENTO DE GEOTECNIA FECHA: PLANO: ESCUELA NORMAL SUPERIOR DE POPAYAN LUGAR: CONTIENE: REALIZO: PROFUNDIDAD PERFIL DE SUELOS VIA PRINCIPAL 0.0 m 1.0 m 2.0 m sondeo # 1 sondeo # 2 SUELO LIMOSO COLOR ABANO SUELO LIMOSO COLOR AMARILLO RELLENO CAFE RELLENO AMARILLO SUELO LIMOSO COLOR CAFE SUELO LIMOSO COLOR CAFE CLARO 0.35 0.60 0.80 1.4 2.30 CI= 1.49 Kg/cm\H1.083x;² CI= 1.35 Kg/cm\H1.083x;² CI= 1.37 Kg/cm\H1.083x;² CI= 1.89 Kg/cm\H1.083x;² 0.0 m 1.0 m 2.0 m SUELO LIMOSO COLOR ABANO SUELO LIMOSO COLOR ABANO AFIRMADO AFIRMADO AFIRMADO SUELO LIMOSO COLOR CAFE CON BETAS ROJAS sondeo # 5 0.40 0.90 1.60 0.30 0.70 1.00 CI= 1.64 Kg/cm\H1.083x;² CI= 0.47Kg/cm\H1.083x;² PERFIL DE SUELOS 1827 D I S D A E N U I V R U A C A C D E L M N E M E T S O S I R P L V O R I V R V T T A D E S UNIVERSIDAD DEL CAUCA FACULTAD DE INGENIERIA CIVIL DEPARTAMENTO DE GEOTECNIA FECHA: PLANO: ESCUELA NORMAL SUPERIOR DE POPAYAN LUGAR: CONTIENE: REALIZO: PERFIL DE SUELOS 1827 D I S D A E N U I V R U A C A C D E L M N E M E T S O S I R P L V O R I V R V T T A D E S UNIVERSIDAD DEL CAUCA FACULTAD DE INGENIERIA CIVIL DEPARTAMENTO DE GEOTECNIA FECHA: PLANO: ESCUELA NORMAL SUPERIOR DE POPAYAN LUGAR: CONTIENE: REALIZO: PROFUNDIDAD PROFUNDIDAD PERFIL DE SUELOS TRAMO 1 PERFIL DE SUELOS TRAMO 2 CBR 3 0.1″ 0.2″ 5.9 4.7