Street Paving DWG Full Project for AutoCAD

Street Paving DWG Full Project for AutoCAD

LIFTING OF EXISTING STREET; PROJECT WITH CROSS SECTIONS IN EVERY 20 METERS CADENAMIENTOS and profile

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

norte, banqueta, auxa, bnmas, lam, pcsn, pssn, esqsn, pasn, sesn, esq, to ​​b, pmsn, cs, arsn, glo, gacol, entpassn, esqy, ds, cersn, emas, gbq, cery , pcy, ramy, bqmas, e, gmas, finban, escala grafica acotaciones in mts., calle de la llama, ancho de arroyo: variable, tenango, edo de mexico, pavimentacion, planta y perfil, calle bugambilias, calle del venado , calle del lince, francisco i madero, base, secciones transversales, espesor, elevacion, terraplen, corte, subrasante, terreno, calle de las llamas, carretera tenango – toluca, coca-cola

Raw text data extracted from CAD file:

NORTE BANQUETA BANQUETA \A1;24.5369 \A1;23.7536 \A1;30.5996 \A1;15.7800 \A1;7.6472 \A1;31.8580 \A1;7.4838 \A1;13.1186 \A1;33.7904 \A1;27.0044 \A1;29.6034 \A1;13.6616 \A1;32.6504 \A1;15.4000 \A1;115.0000 \A1;15.5375 \A1;35.9375 1 AUXA 100.0000 2 BNMAS 100.0910 3 LAM 99.8950 4 G 99.8140 5 E 99.6050 6 E 99.9270 7 G 99.4680 8 G 99.4560 9 E 99.3450 10 G 99.4040 11 G 99.4710 12 O 99.4800 13 G 99.4760 14 G 99.4680 15 G 99.5010 16 PCSN 98.7790 17 PSSN 98.9130 18 PSSN 98.9750 19 PSSN 98.8930 20 PSSN 98.7630 21 PSSN 98.6240 22 ESQSN 98.5670 23 PASN 98.6530 24 ESQSN 99.8100 25 ESQSN 100.2740 26 G 99.3480 27 G 99.3890 28 G 99.7390 29 E 99.5640 30 G 99.7650 31 E 99.5600 32 G 99.7950 33 G 99.8380 34 E 99.6290 35 G 99.8610 36 G 99.8070 37 G 99.8630 38 E 99.6330 39 E 99.5300 40 E 99.4160 41 E 99.4650 42 GA 99.5290 43 PA 99.6370 44 GA 99.5460 45 PA 99.6530 46 E 99.4820 47 E 99.5630 48 E 99.8820 49 E 99.6490 50 PA 99.6830 51 GA 99.5520 52 E 99.5350 53 E 99.5960 54 E 99.6880 55 G 99.9470 56 G 99.8620 57 E 99.6300 58 G 99.8360 59 E 99.5890 60 E 99.4850 61 E 99.5000 62 E 99.5890 63 G 99.8170 64 G 99.7970 65 E 99.6750 66 SESN 99.2300 67 SESN 99.3090 68 G 99.9680 69 E 99.7490 70 O 99.7770 71 O 99.8330 72 ESQ 99.8580 73 PA 99.9840 74 G 99.9380 75 G 99.8060 76 E 99.7600 77 ESQ 99.7260 78 PA 99.7040 79 PM 99.6660 80 PM 99.9550 81 PV 99.6410 82 O 99.6480 83 O 99.6530 84 G 99.8130 85 G 99.8330 86 G 99.8190 87 G 99.9620 88 E 99.7280 89 G 99.9190 90 E 99.6710 91 E 99.5740 92 E 99.5370 93 E 99.7430 94 GA 99.5320 95 PM 99.5900 96 PA 99.6430 97 E 99.4370 98 E 99.3760 99 AUX B 99.2490 100 GA 99.3970 101 GA 99.3790 102 PSSN 98.4950 103 PSSN 98.8800 104 PCSN 98.8490 105 PSSN 98.9590 106 SG 99.2530 107 E 99.2220 108 E 99.1990 109 E 99.3070 110 G 99.2820 111 G 99.4190 112 PASN 98.1720 113 PASN 98.5030 114 PASN 99.3230 115 G 99.1820 116 G 99.1180 117 G 99.0450 118 E 99.0800 119 G 99.0280 120 GA 99.1800 121 PC 99.1560 122 ESQSN 100.1850 123 PASN 98.9960 124 PMSN 98.7180 125 GA 99.4270 126 GA 99.7150 127 GA 100.0030 128 E 99.8900 129 E 99.5340 130 E 99.3780 131 PASN 99.7360 132 PASN 99.7730 133 PASN 99.8640 134 PASN 99.9580 135 PASN 100.2060 136 GA 99.7930 137 E 99.6570 138 E 99.6230 139 E 99.5430 140 E 99.3970 141 GA 99.6270 142 E 99.4490 143 GA 99.5250 144 E 99.4770 145 GA 99.5180 146 E 99.4780 147 E 99.3710 148 E 99.3770 149 E 99.3210 150 E 99.3420 151 AUX C 99.0440 152 FG 99.2160 153 FG 99.3760 154 ARSN 98.0400 155 ARSN 98.3360 156 PASN 98.3090 157 O 98.8990 158 PA 98.0750 159 PCSN 98.3330 160 ARSN 98.0740 161 ARSN 97.4820 162 E 98.9190 163 E 98.9640 164 PV 99.0360 165 E 98.9510 166 E 99.0580 167 G 98.9080 168 E 98.8690 169 G 99.0070 170 G 98.8930 171 GA 99.1430 172 PC 99.1560 173 ESQ 100.0720 174 ESQ 100.1400 175 ESQ 100.1210 176 GA 99.0990 177 GA 99.1360 178 GA 99.1530 179 G 98.9670 180 G 98.8980 181 GLO 98.9860 182 GA 99.1260 183 E 99.9970 184 GE 99.1660 185 GE 99.2290 186 E 99.3340 187 GA 99.3650 188 G 99.2340 189 GA 99.2900 190 E 99.1990 191 E 99.1500 192 GE 99.0480 193 GACOL 99.1750 194 E 99.0940 195 E 99.0820 196 E 99.0660 197 PASN 101.1880 198 PASN 100.7830 199 PASN 100.5610 200 PASN 100.4190 201 PASN 100.6400 202 PASN 100.7880 203 PASN 100.7760 204 PASN 100.4720 205 PASN 100.3820 206 PASN 100.4440 207 PASN 100.4840 208 PASN 100.7060 209 PASN 101.0340 210 PASN 101.4540 211 PASN 101.2410 212 ENTPASSN 98.4630 213 ENTPASSN 98.3830 214 PMSN 99.3170 215 ESQSN 98.3510 216 ESQSN 98.3750 217 PA 98.2440 218 ESQY 98.7590 219 GY 98.6230 220 GY 98.4820 221 EY 98.5080 222 ESQY 98.7080 223 CE 98.6390 224 PC 98.5830 225 G 98.3330 226 E 98.3490 227 G 98.4120 228 PA 98.4670 229 PC 98.0870 230 G 97.9540 231 E 98.0240 232 E 98.0240 233 E 98.3420 234 AUX D 97.9420 235 ESQSN 100.1950 236 CERSN 98.0180 237 CERSN 98.0460 238 PC 96.1140 239 G 95.9580 240 E 96.0390 241 E 96.0610 242 E 96.4150 243 PS 96.1400 244 PMSN 97.4560 245 PS 97.1880 246 PSSN 97.1190 247 PSSN 97.0560 248 PSSN 96.9890 249 PSSN 96.9060 250 PSSN 96.8580 251 PSSN 96.9030 252 PMSN 97.3580 253 ESQSN 98.9840 254 ESQSN 98.1160 255 EMAS 98.2720 256 PSSN 97.7120 257 PSSN 97.6660 258 AR 96.2540 259 GA 95.9810 260 E 95.8700 261 E 95.8860 262 E 95.9720 263 E 96.3630 264 PMSN 97.4300 265 PS 96.3090 266 PS 96.2840 267 ESQ 97.8670 268 GBQ 96.0180 269 E 95.7960 270 E 95.7530 271 GA 95.7740 272 GA 95.7170 273 PSSN 97.6120 274 PCSN 97.1330 275 PMSN 97.0550 276 PASN 97.0730 277 CERY 97.9130 278 PCY 97.9140 279 GY 97.5960 280 RAMY 97.7840 281 PA 98.0460 282 BQMAS 97.8860 283 PCY 97.7450 284 G 97.4580 285 E 97.4930 286 EY 97.6100 287 G 97.7260 288 PA 97.8160 289 BQ 95.9240 290 AUX E 97.3260 291 GMAS 97.5100 292 E 95.3720 293 E 95.4140 294 BQ 95.5940 295 E 95.4300 296 PA 95.6710 297 PC 96.6610 298 PC 96.8190 299 PM 96.9870 300 BQ 95.4860 301 E 95.3500 302 E 95.3810 303 BQ 95.4790 304 PA 95.5250 305 ESQ 95.4990 306 PA 95.4940 307 BQ 95.4200 308 E 95.3140 309 G 95.4350 310 G 95.4330 311 G 95.4330 312 E 95.2900 313 G 95.4470 314 E 95.2620 315 ESQSN 97.1400 316 PASN 97.3310 317 PASN 97.2060 318 G 95.4020 319 PV 95.2220 320 E 95.3400 321 G 95.3360 322 D 95.1820 323 PA 95.4190 324 ESQ 95.4870 325 PM 97.2520 326 SP 95.3110 327 G 97.3420 328 FINBAN 97.5290 1 AUXA 2 BNMAS 3 LAM 4 G 5 E 6 E 7 G 8 G 9 E 10 G 11 G 12 O 13 G 14 G 15 G 16 PCSN 17 PSSN 18 PSSN 19 PSSN 20 PSSN 21 PSSN 22 ESQSN 23 PASN 24 ESQSN 25 ESQSN 26 G 27 G 28 G 29 E 30 G 31 E 32 G 33 G 34 E 35 G 36 G 37 G 38 E 39 E 40 E 41 E 42 GA 43 PA 44 GA 45 PA 46 E 47 E 48 E 49 E 50 PA 51 GA 52 E 53 E 54 E 55 G 56 G 57 E 58 G 59 E 60 E 61 E 62 E 63 G 64 G 65 E 66 SESN 67 SESN 68 G 69 E 70 O 71 O 72 ESQ 73 PA 74 G 75 G 76 E 77 ESQ 78 PA 79 PM 80 PM 81 PV 82 O 83 O 84 G 85 G 86 G 87 G 88 E 89 G 90 E 91 E 92 E 93 E 94 GA 95 PM 96 PA 97 E 98 E 99 AUX B 100 GA 101 GA 102 PSSN 103 PSSN 104 PCSN 105 PSSN 106 SG 107 E 108 E 109 E 110 G 111 G 112 PASN 113 PASN 114 PASN 115 G 116 G 117 G 118 E 119 G 120 GA 121 PC 122 ESQSN 123 PASN 124 PMSN 125 GA 126 GA 127 GA 128 E 129 E 130 E 131 PASN 132 PASN 133 PASN 134 PASN 135 PASN 136 GA 137 E 138 E 139 E 140 E 141 GA 142 E 143 GA 144 E 145 GA 146 E 147 E 148 E 149 E 150 E 151 AUX C 152 FG 153 FG 154 ARSN 155 ARSN 156 PASN 157 O 158 PA 159 PCSN 160 ARSN 161 ARSN 162 E 163 E 164 PV 165 E 166 E 167 G 168 E 169 G 170 G 171 GA 172 PC 173 ESQ 174 ESQ 175 ESQ 176 GA 177 GA 178 GA 179 G 180 G 181 GLO 182 GA 183 E 184 GE 185 GE 186 E 187 GA 188 G 189 GA 190 E 191 E 192 GE 193 GACOL 194 E 195 E 196 E 197 PASN 198 PASN 199 PASN 200 PASN 201 PASN 202 PASN 203 PASN 204 PASN 205 PASN 206 PASN 207 PASN 208 PASN 209 PASN 210 PASN 211 PASN 212 ENTPASSN 213 ENTPASSN 214 PMSN 215 ESQSN 216 ESQSN 217 PA 218 ESQY 219 GY 220 GY 221 EY 222 ESQY 223 CE 224 PC 225 G 226 E 227 G 228 PA 229 PC 230 G 231 E 232 E 233 E 234 AUX D 235 ESQSN 236 CERSN 237 CERSN 238 PC 239 G 240 E 241 E 242 E 243 PS 244 PMSN 245 PS 246 PSSN 247 PSSN 248 PSSN 249 PSSN 250 PSSN 251 PSSN 252 PMSN 253 ESQSN 254 ESQSN 255 EMAS 256 PSSN 257 PSSN 258 AR 259 GA 260 E 261 E 262 E 263 E 264 PMSN 265 PS 266 PS 267 ESQ 268 GBQ 269 E 270 E 271 GA 272 GA 273 PSSN 274 PCSN 275 PMSN 276 PASN 277 CERY 278 PCY 279 GY 280 RAMY 281 PA 282 BQMAS 283 PCY 284 G 285 E 286 EY 287 G 288 PA 289 BQ 290 AUX E 291 GMAS 292 E 293 E 294 BQ 295 E 296 PA 297 PC 298 PC 299 PM 300 BQ 301 E 302 E 303 BQ 304 PA 305 ESQ 306 PA 307 BQ 308 E 309 G 310 G 311 G 312 E 313 G 314 E 315 ESQSN 316 PASN 317 PASN 318 G 319 PV 320 E 321 G 322 D 323 PA 324 ESQ 325 PM 326 SP 327 G 328 FINBAN 50 25 ESCALA: 1:500 0 10 5 ESCALA GRAFICA ACOTACIONES EN MTS. CALLE DE LA LLAMA ANCHO DE ARROYO: VARIABLE LONGITUD: 371.98 MTS TENANGO, EDO DE MEXICO PAVIMENTACION PLANTA Y PERFIL AREA: 3 651.67 M2 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+371.98 CALLE BUGAMBILIAS -14 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 97 98 99 100 101 102 L C T.N.=99.72 ESTACION 0+000.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 97 98 99 100 101 102 L C T.N.=99.80 ESTACION 0+020.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 97 98 99 100 101 102 L C T.N.=99.72 ESTACION 0+040.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 97 98 99 100 101 102 L C T.N.=99.42 ESTACION 0+060.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 97 98 99 100 101 102 L C T.N.=99.34 ESTACION 0+080.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 97 98 99 100 101 102 L C T.N.=99.15 ESTACION 0+100.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 96 97 98 99 100 101 102 L C T.N.=99.22 ESTACION 0+120.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 96 97 98 99 100 101 102 L C T.N.=99.07 ESTACION 0+140.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 96 97 98 99 100 101 102 L C T.N.=98.94 ESTACION 0+160.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 96 97 98 99 100 101 102 L C T.N.=98.83 ESTACION 0+180.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 96 97 98 99 100 101 102 L C T.N.=98.64 ESTACION 0+200.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 95 96 97 98 99 100 101 L C T.N.=98.45 ESTACION 0+220.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 95 96 97 98 99 100 101 L C T.N.=98.17 ESTACION 0+240.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 94 95 96 97 98 99 100 101 L C T.N.=97.72 ESTACION 0+260.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 93 94 95 96 97 98 99 100 101 L C T.N.=97.70 ESTACION 0+280.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 93 94 95 96 97 98 99 100 101 L C T.N.=97.69 ESTACION 0+300.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 93 94 95 96 97 98 99 100 101 L C T.N.=97.69 ESTACION 0+320.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 94 95 96 97 98 99 100 L C T.N.=97.51 ESTACION 0+340.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 93 94 95 96 97 98 99 100 L C T.N.=97.39 ESTACION 0+360.00 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 93 94 95 96 97 98 99 100 L C T.N.=97.11 ESTACION 0+371.98 CALLE DEL VENADO CALLE DEL LINCE FRANCISCO I MADERO 4.93 5.07 3.49 4.18 3.16 4.28 3.23 4.07 3.35 3.30 3.39 3.30 3.47 3.30 3.56 3.30 3.56 3.30 3.54 3.30 3.53 3.30 3.77 5.89 4.92 6.73 5.60 6.07 5.58 6.29 5.23 7.51 7.66 7.72 6.97 0.82 0.57 7.14 6.96 1.03 2.55 6.33 12.10 28.13 BANQUETA AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 8.04 2.01 8.04 AREA DE CORTE: M2 16.48 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 3.07 0.76 3.07 AREA DE CORTE: M2 5.54 0.20 BASE SUB BASE 0.20 BANQUETA ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 2.48 0.62 2.48 AREA DE CORTE: M2 5.82 0.20 BASE SUB BASE 0.20 BANQUETA ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 2.37 0.59 2.37 AREA DE CORTE: M2 5.70 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 2.33 0.58 2.33 AREA DE CORTE: M2 7.07 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 2.33 0.58 2.33 AREA DE CORTE: M2 6.37 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.93 0.48 1.93 AREA DE CORTE: M2 4.93 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.36 0.34 1.36 AREA DE CORTE: M2 3.26 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.33 0.334 1.33 AREA DE CORTE: M2 1.56 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.35 0.338 1.35 AREA DE CORTE: M2 0.80 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.37 0.34 1.37 AREA DE CORTE: M2 3.31 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.37 0.34 1.37 AREA DE CORTE: M2 3.41 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.36 0.34 1.36 AREA DE CORTE: M2 3.50 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.33 0.332 1.33 AREA DE CORTE: M2 2.11 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.46 0.365 1.46 AREA DE CORTE: M2 3.45 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.48 0.372 1.48 AREA DE CORTE: M2 3.97 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.53 0.383 1.53 AREA DE CORTE: M2 4.19 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 2.00 0.499 2.00 AREA DE CORTE: M2 4.12 0.20 BASE SUB BASE 0.20 ASFALTO 0.05 BANQUETA 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 -11 -12 -13 CALLE DE LA LLAMA TENANGO, EDO DE MEXICO PAVIMENTACION SECCIONES TRANSVERSALES 103 102 101 100 99 98 97 ESPESOR ELEVACION TERRAPLEN CORTE SUBRASANTE TERRENO 0+000.00 99.720 99.270 0.450 0+020.00 99.802 99.268 0.535 0+040.00 99.715 99.265 0.450 0+060.00 99.424 99.077 0.347 0+080.00 99.337 98.888 0.448 0+100.00 99.150 98.700 0.450 0+120.00 99.215 98.619 0.596 0+140.00 99.070 98.538 0.532 0+160.00 98.944 98.457 0.487 0+180.00 98.826 98.376 0.450 0+200.00 98.638 98.158 0.480 0+220.00 98.450 97.940 0.510 0+240.00 98.172 97.722 0.450 0+260.00 97.718 97.600 0.118 0+280.00 97.707 97.479 0.228 0+300.00 97.696 97.357 0.339 0+320.00 97.686 97.236 0.450 0+340.00 97.505 97.015 0.490 0+360.00 97.389 96.795 0.594 0+371.98 97.113 96.663 0.450 -0.01 % en 40.00m -0.9 % en 60.00m -0.4 % en 80.00m -1.0 % en 60.00m -0.6 % en 80.00m -1.1 % en 51.99m Elev=99.720 Elev=99.802 Elev=99.715 Elev=99.424 Elev=99.337 Elev=99.150 Elev=99.215 Elev=99.070 Elev=98.944 Elev=98.826 Elev=98.638 Elev=98.450 Elev=98.172 Elev=97.718 Elev=97.707 Elev=97.696 Elev=97.686 Elev=97.505 Elev=97.389 Elev=97.113 CALLE DE LAS LLAMAS CARRETERA TENANGO - TOLUCA 40.23 12.44 15.38 16.53 16.88 9.66 11.65 11.67 11.87 6.83 6.69 6.77 6.86 6.86 6.84 10.00 7.68 7.44 7.30 6.65 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.60 0.31 1.60 AREA DE CORTE: M2 5.21 AREA DE ASFALTO: M2 AREA DE BASE: M2 AREA DE SUBBASE: M2 1.60 0.35 1.60 AREA DE CORTE: M2 4.54 0+040.00 0+100.00 0+120.00 0+180.00 CALLE DEL VENADO CALLE DEL LINCE 3.53 3.30 3.77 5.89 4.92 6.73 5.60 6.07 5.58 6.29 5.23 7.51 7.66 7.72 6.97 0.82 0.57 7.14 50 25 ESCALA: 1:500 0 10 5 ESCALA GRAFICA ACOTACIONES EN MTS. CALLE DE LA LLAMA ANCHO DE ARROYO: VARIABLE LONGITUD: 371.98 MTS TENANGO, EDO DE MEXICO PAVIMENTACION PLANTA Y PERFIL AREA: 3 651.67 M2 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+371.98 CALLE BUGAMBILIAS CALLE DEL VENADO CALLE DEL LINCE FRANCISCO I MADERO 4.93 5.07 3.49 4.18 3.16 4.28 3.23 4.07 3.35 3.30 3.39 3.30 3.47 3.30 3.56 3.30 3.56 3.30 3.54 3.30 3.53 3.30 3.77 5.89 4.92 6.73 5.60 6.07 5.58 6.29 5.23 7.51 7.66 7.72 6.97 0.82 0.57 7.14 6.96 1.03 2.55 6.33 12.10 28.13 103 102 101 100 99 98 97 ESPESOR ELEVACION TERRAPLEN CORTE SUBRASANTE TERRENO 0+000.00 99.720 99.270 0.450 0+020.00 99.802 99.268 0.535 0+040.00 99.715 99.265 0.450 0+060.00 99.424 99.077 0.347 0+080.00 99.337 98.888 0.448 0+100.00 99.150 98.700 0.450 0+120.00 99.215 98.619 0.596 0+140.00 99.070 98.538 0.532 0+160.00 98.944 98.457 0.487 0+180.00 98.826 98.376 0.450 0+200.00 98.638 98.158 0.480 0+220.00 98.450 97.940 0.510 0+240.00 98.172 97.722 0.450 0+260.00 97.718 97.600 0.118 0+280.00 97.707 97.479 0.228 0+300.00 97.696 97.357 0.339 0+320.00 97.686 97.236 0.450 0+340.00 97.505 97.015 0.490 0+360.00 97.389 96.795 0.594 0+371.98 97.113 96.663 0.450 -0.01 % en 40.00m -0.9 % en 60.00m -0.4 % en 80.00m -1.0 % en 60.00m -0.6 % en 80.00m -1.1 % en 51.99m Elev=99.720 Elev=99.802 Elev=99.715 Elev=99.424 Elev=99.337 Elev=99.150 Elev=99.215 Elev=99.070 Elev=98.944 Elev=98.826 Elev=98.638 Elev=98.450 Elev=98.172 Elev=97.718 Elev=97.707 Elev=97.696 Elev=97.686 Elev=97.505 Elev=97.389 Elev=97.113 CALLE DE LAS LLAMAS CARRETERA TENANGO - TOLUCA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 207.30 M2 273.37 M2 284.89 M2 COCA-COLA PAVIMENTACION PLANTA Y PERFIL 0+000.00 0+031.10 0+051.10 0+071.10 0+091.10 0+111.10 0+131.10 0+151.10 0+171.10 0+191.10 0+211.10 0+231.10 0+251.10 0+271.10 0+291.10 0+311.10 0+331.10 0+351.10 0+371.10 CALLE BUGAMBILIAS CALLE DEL VENADO CALLE DEL LINCE FRANCISCO I MADERO CALLE DE LA LLAMA CARRETERA TENANGO - TOLUCA 0+011.10 0+374.07 7.38 7.40 7.44 7.37 6.96 6.85 6.55 7.84 6.00 6.30 6.00 12.50 12.40 11.20 13.40 18.95 15.20 7.05 6.20 8.05 7.10 10.60 10.45 7.77 7.80 6.60 0+241.10 0+020.00 0+042.00 6.96 6.33 6.98 7.15 0+160.00 0+340.00 0+076.00 0+150.00 0+243.00

Language	French
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, cross, DWG, Existing, full, HIGHWAY, lifting, meters, pavement, paving, profile, Project, Road, roads, route, sections, street, streets