Hydraulic Concrete Street DWG Full Project for AutoCAD

This project contains the plans necessary for the construction of a hydraulic concrete road (sections, profile, details of garrison; different layers that make up the street, etc.). Change contains details of how to protect it crosses the street by a river; It has a dentil which protects the street. There are 3 types of typical sections. Type specifications are added to be used apara each layer making up the street; as well as a detailed construction of the road procedure.

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

callejon s.a. – sav, oax – mex, ordered from, curve mass, embankment, cut, subgrade, terrain, volume, thickness, elevation, profile, sidewalk, facing, pavement, base, natural terrain, pavement, polyurethane strip, self-leveling sealant, natural crack, joint details, garrison, direction of the pavement, natural terrain, construction process, bench, line and manual leveling to establish axes, bench level and references, supply of bench material, camouflaged, extended material., cleaning thick for delivery of the work., concrete pavement specifications, specifications of the base

Raw text data extracted from CAD file:

\C256;NOTAS GENERALES : \H0.76923x; 1.- ACOTACIONES Y NIVELES EN METROS. 2.- EL ACABADO DE LA SUPERFICIE SERA RASTREADO EN FORMA DE PEINE CON UNA SEPARACIÓN EN TRE DIENTES DE 10 cm Y UNA PROFUNDIDAN ENTRE 3 Y 4 cms. 3.- EL CONCRETO SERA DE UNA F'c=250 kg/cm2. 4.- TENDRA UN REFUERZO DE MALLA ELECTROSOLDADA 6x6 /8-8. 5.- EL PAVIMENTO TENDRA UN ESPESOR DE 15 cms. Y SE DESPLANTARA SOBRE TERRENO SANO COMPACTADO AL 95% DE LA PRUEBA DE PROCTOR STANDARD. 6.- VELOCIDAD DE DISEÑO IGUAL A 40 km/hr. PLANTA DE CALLEJON S.A. - S.A.V. ESCALA 1:2000 \A1;0.15 \A1;5.50 \A1;5.50 \A1;0.20 \A1;0.95 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.95 \A1;5.50 \A1;5.50 \A1;0.20 \A1;0.95 \A1;1.00 \A1;1.30 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.15 \A1;3.50 \A1;3.50 \A1;0.20 \A1;0.95 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 JUNTA DE CELOTEX @ 10 MTS. 0.15 0.20 2 VS.DE 3/8" DE 50CM. DE LONGITUD 0.40 GUARNICION DE CONCRETO F´C=150 KG/CM2 TM-04-56 OAX - MEX 150 50 1/3 50 50 50 d/2 300 300 30 50 50 50 \A1;0.40 \A1;0.15 \A1;0.20 2284 TN 101.101 2285 O BANQ 101.433 2286 G 101.219 2287 P TEK 101.042 2288 TN 100.606 2289 O BANQ 100.959 2290 CERCO 100.552 2291 TN 100.250 2292 R 100.498 2293 O BANQ 100.614 2294 SQ M 100.209 2295 SQ M 100.342 2296 TN 99.926 2297 SQ BANQ 100.567 2298 SQ L 100.549 2299 P CFE 100.345 2300 C 100.104 2301 TN 99.743 2302 C 100.620 2303 TN 99.601 2304 TN 99.695 2305 P 100.060 2306 C 100.000 2307 TN 99.756 2308 TN 99.637 2309 TN 99.511 2310 TN 99.577 2311 TN 99.374 2312 TN 99.525 2313 TN 99.725 2314 TN 99.542 2315 TN 99.252 2316 TN 99.422 2317 TN 99.567 2318 TN 99.227 2319 TN 99.078 2320 TN 98.774 2321 TN 99.059 2322 TN 99.239 2323 STA 100.354 2324 SQ ANDADOR 99.571 2325 TN 98.671 2326 TN 98.539 2327 BORDO 98.608 2328 TN 98.311 2329 O BORDO 98.930 2330 TN 98.196 2331 O BORDO 97.535 2332 O BORDO 97.540 2333 TN 97.702 2334 TN 97.789 2335 O BORDO 98.531 2336 TN 97.478 2337 RIO 97.617 2338 RIO 97.309 2339 RIO 97.339 2340 RIO 97.432 2341 RIO 97.397 2342 RIO 97.274 2343 TN 97.309 2344 TN 97.353 2345 TN 97.426 2346 RIO 97.329 2347 RIO 97.370 2348 TN 97.203 2349 TN 97.124 2350 TN 97.204 2351 RIO 97.242 2352 RIO 97.168 2353 RIO 97.278 2354 RIO 97.349 2355 RIO 97.177 2356 RIO 97.148 2357 TN 97.117 2358 TN 97.096 2359 TN 97.101 2360 CL RIO 97.102 2361 CL RIO 97.020 2362 RIO 96.904 2363 RIO 96.975 2364 TN 96.930 2365 TN 96.981 2366 TN 97.051 2367 RIO 96.853 2368 RIO 96.838 2369 O BORDO 97.324 2370 RIO 97.045 2371 TN 97.315 2372 TN 97.253 2373 TN 97.273 2374 RIO 97.235 2375 RIO 97.279 2376 O BORDO 98.038 2377 O BORDO 98.234 2378 TN 98.047 2379 TN 98.139 2380 TN 98.248 2381 TN 98.298 2382 TN 98.030 2383 TN 98.008 2384 STA 98.324 2385 C 98.662 2386 C 99.047 2387 C 98.741 2388 TN 98.144 2389 TN 98.240 2390 TN 98.448 2391 TN 98.389 2392 C 99.158 2393 C 99.164 2394 TN 98.289 2395 TN 98.386 2396 TN 98.541 2397 C 99.389 2398 C 98.972 2399 TN 98.516 2400 TN 98.362 2401 TN 98.296 2402 C 98.898 2403 TN 98.414 2404 TN 98.294 2405 TN 98.222 2406 C 100.333 2407 C 98.754 2408 TN 98.397 2409 TN 98.276 2410 TN 98.104 2411 TN 98.070 2412 TN 98.267 2413 TN 98.399 2414 C 99.257 2415 TN 98.411 2416 TN 98.290 2417 TN 98.276 2418 C 98.678 2419 TN 98.166 2420 TN 98.263 2421 TN 98.463 2422 PL 98.326 2423 TN 98.681 2424 TN 98.570 2425 TN 98.549 2426 TN 98.466 2427 TN 98.543 2428 TN 98.739 2429 C 99.096 2430 C 99.017 2431 TN 98.529 2432 C 98.816 2433 TN 98.619 2434 TN 98.711 2435 C 98.869 2436 C 99.220 2437 TN 98.717 2438 TN 98.601 2439 TN 98.558 2440 C 99.371 2441 C 99.826 2442 TN 98.573 2443 TN 98.654 2444 TN 98.763 2445 PL 99.506 2446 TN 98.399 2447 TN 98.377 2448 TN 98.508 2449 P CFE 98.857 2450 C 98.941 2451 TN 98.760 2452 TN 98.558 2453 TN 98.621 2454 SQ CERCO 98.845 2455 SQ BARDA 99.048 2456 P CFE 99.286 2457 TN 98.777 2458 TN 98.750 2459 TN 98.961 2460 SQ MURO 99.774 2461 C 99.868 2462 TN 99.102 2463 TN 99.325 2464 C 99.804 2465 TN 99.014 2466 TN 99.117 2467 C 100.097 2468 POS 100.908 2469 TN 98.984 2470 TN 99.023 2471 TN 99.206 2472 TN 99.145 2473 TN 98.961 2474 TN 99.058 2475 TN 99.009 2476 TN 99.010 2477 TN 99.202 2478 C 99.753 2479 TN 99.186 2480 TN 99.033 2481 TN 98.995 2482 C 99.814 2483 POS 100.515 2484 TN 99.006 2485 TN 99.029 2486 TN 99.149 2487 TN 99.080 2488 TN 98.929 2489 TN 99.075 2490 C 98.966 2491 TN 98.967 2492 TN 98.968 2493 TN 99.028 2494 TN 98.983 2495 TN 98.883 2496 TN 98.914 2497 POS 99.182 2498 C 99.184 2499 TN 98.852 2500 TN 98.825 2501 TN 98.868 2502 PL 98.953 2503 C 99.223 2504 TN 98.889 2505 TN 98.818 2506 TN 98.911 2507 C 98.838 2508 TN 98.903 2509 TN 98.838 2510 TN 98.860 2511 ESQLOT 98.905 2512 SQ M 99.255 2513 SQ L 99.005 2514 SQ L 98.964 2515 SQ M 99.095 2516 TN 98.861 2517 TN 98.908 2518 TN 98.984 2519 PL 99.169 2520 SQ L 99.168 2521 TN 98.854 2522 TN 98.922 2523 CFE 98.994 2524 C 99.845 2525 TN 98.914 2526 TN 98.867 2527 TN 98.859 2528 SQ L 99.266 2529 TN 98.981 2530 TN 98.943 2531 SQ L 99.438 2532 TN 98.997 2533 TN 98.930 2534 TN 98.937 2535 TN 99.042 2536 TN 99.268 2537 SQ L 99.855 2538 TN 99.056 2539 SQ L 99.043 2540 SQ L 99.825 2541 TN 99.362 2542 TN 99.370 2543 TN 99.333 2544 SQ C 99.816 2545 SQ C 99.915 2546 TN 99.789 2547 TN 99.744 2548 TN 99.842 2549 C 100.088 2550 SQ M 100.272 2551 TN 100.157 2552 REG 100.148 2553 GUA 100.218 2554 SQ M 100.226 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 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 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+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 105 104 103 102 101 100 99 98 97 96 95 ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 PERFIL PCV=0+039.64 Elev=98.77 PIV=0+044.64 Elev=98.64 PTV=0+049.64 Elev=98.63 PCV=0+099.92 Elev=98.53 PIV=0+109.92 Elev=98.51 PTV=0+119.92 Elev=98.54 PCV=0+240.21 Elev=98.91 PIV=0+265.21 Elev=98.99 PTV=0+290.21 Elev=98.93 PCV=0+523.09 Elev=98.42 PIV=0+548.09 Elev=98.37 PTV=0+573.09 Elev=97.88 PCV=0+623.27 Elev=96.91 PIV=0+628.27 Elev=96.82 PTV=0+633.27 Elev=96.82 PCV=0+673.27 Elev=96.82 PIV=0+678.27 Elev=96.82 PTV=0+683.27 Elev=96.90 PCV=0+770.03 Elev=98.29 PIV=0+795.03 Elev=98.70 PTV=0+820.03 Elev=98.89 -2.6274 % en 39.64m -0.2074 % en 50.28m +0.3093 % en 120.29m -0.2204 % en 232.88m -1.9310 % en 50.18m +0.0000 % en 40.00m +1.6097 % en 86.76m +0.7741 % en 240.12m -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 99 100 101 102 103 L C R=99.82 T.N.=100.17 OFF=-3.50 R=99.82 OFF=4.65 R=99.82 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 0+000.00 10,000 0.00 0.00 0.35 99.82 100.17 -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 99 100 101 102 103 L C R=99.29 T.N.=99.73 OFF=-3.50 R=99.29 OFF=4.65 R=99.29 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 0+020.00 10,084 0.00 84.39 0.44 99.29 99.73 -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 R=98.77 T.N.=99.03 OFF=-3.50 R=98.77 OFF=4.65 R=98.77 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 0+040.00 10,170 0.00 85.18 0.27 98.77 99.03 -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 R=98.61 T.N.=98.90 OFF=-3.50 R=98.61 R=98.61 R=99.05 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 0+060.00 10,242 0.00 72.83 0.29 98.61 98.90 -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 R=98.57 T.N.=98.90 OFF=-3.50 R=98.57 OFF=4.65 R=98.57 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 0+080.00 10,316 0.00 74.03 0.33 98.57 98.90 -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 R=98.53 T.N.=98.88 OFF=-3.50 R=98.53 OFF=4.65 R=98.53 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.00 0+100.00 10,406 0.00 89.22 0.35 98.53 98.88 -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 R=98.54 T.N.=98.85 OFF=-3.50 R=98.54 OFF=4.65 R=98.54 -2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.00 0+120.00 10,495 0.00 89.84 0.32 98.54 98.85 -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 R=98.60 T.N.=98.88 OFF=-3.50 R=98.60 OFF=4.65 R=98.60 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.00 0+140.00 10,565 0.00 69.09 0.27 98.60 98.88 -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 R=98.66 T.N.=98.97 OFF=-3.50 R=98.66 OFF=4.65 R=98.66 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.00 0+160.00 10,627 0.00 62.13 0.31 98.66 98.97 -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 R=98.72 T.N.=98.99 OFF=-3.50 R=98.72 OFF=4.65 R=98.72 -2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 0+180.00 10,688 0.00 60.98 0.27 98.72 98.99 -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 R=98.79 T.N.=99.04 OFF=-3.50 R=98.79 OFF=4.65 R=98.79 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+200.00 0+200.00 10,753 0.00 64.83 0.26 98.79 99.04 -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 R=98.85 T.N.=99.02 OFF=-3.50 R=98.85 OFF=4.65 R=98.85 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+220.00 0+220.00 10,823 0.00 70.34 0.17 98.85 99.02 -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 99 100 101 102 103 L C R=98.91 T.N.=99.01 OFF=-3.50 R=98.91 OFF=4.65 R=98.91 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+240.00 0+240.00 10,880 0.04 57.04 0.10 98.91 99.01 -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 R=98.95 T.N.=99.08 OFF=-3.50 R=98.95 OFF=4.65 R=98.95 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+260.00 0+260.00 10,934 0.04 54.57 0.12 98.95 99.08 -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 R=98.95 T.N.=98.82 OFF=-3.50 R=98.95 OFF=4.65 R=98.95 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+280.00 0+280.00 10,976 4.97 46.49 0.13 98.95 98.82 -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 R=98.91 T.N.=98.61 OFF=-3.50 R=98.91 OFF=4.65 R=98.91 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+300.00 0+300.00 10,962 28.32 14.51 0.31 98.91 98.61 -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 R=98.87 T.N.=98.46 OFF=-3.50 R=98.87 OFF=4.65 R=98.87 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+320.00 0+320.00 10,902 60.13 0.00 0.41 98.87 98.46 -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 R=98.82 T.N.=98.54 OFF=-3.50 R=98.82 OFF=4.65 R=98.82 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+340.00 0+340.00 10,850 56.84 5.08 0.28 98.82 98.54 -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 R=98.78 T.N.=98.81 OFF=-3.50 R=98.78 OFF=4.65 R=98.78 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+360.00 0+360.00 10,855 24.37 28.67 0.03 98.78 98.81 -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 R=98.74 T.N.=98.57 OFF=-3.50 R=98.74 OFF=4.65 R=98.74 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+380.00 0+380.00 10,860 18.41 23.61 0.17 98.74 98.57 -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 R=98.69 T.N.=98.52 OFF=-3.50 R=98.69 OFF=4.65 R=98.69 -2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+400.00 0+400.00 10,828 31.95 0.05 0.17 98.69 98.52 -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 L C R=98.65 T.N.=98.50 OFF=-3.50 R=98.65 OFF=4.65 R=98.65 -2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+420.00 0+420.00 10,797 31.28 0.03 0.14 98.65 98.50 -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 L C R=98.60 T.N.=98.27 OFF=-3.50 R=98.60 OFF=4.65 R=98.60 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+440.00 0+440.00 10,753 43.72 0.04 0.33 98.60 98.27 -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 L C R=98.56 T.N.=98.25 OFF=-3.50 R=98.56 OFF=4.65 R=98.56 -2.00% 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+460.00 0+460.00 10,690 62.71 0.04 0.31 98.56 98.25 -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 L C R=98.52 T.N.=98.21 OFF=-3.50 R=98.52 OFF=4.65 R=98.52 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+480.00 0+480.00 10,625 65.27 0.00 0.30 98.52 98.21 -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 R=98.47 T.N.=98.28 OFF=-3.50 R=98.47 OFF=4.65 R=98.47 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+500.00 0+500.00 10,602 44.38 21.59 0.19 98.47 98.28 -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 R=98.43 T.N.=98.33 OFF=-3.50 R=98.43 OFF=4.65 R=98.43 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+520.00 0+520.00 10,613 16.00 27.20 0.09 98.43 98.33 -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 R=98.33 T.N.=98.25 OFF=-3.50 R=98.33 OFF=4.65 R=98.33 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+540.00 0+540.00 10,617 8.42 11.56 0.08 98.33 98.25 -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 L C R=98.11 T.N.=98.16 OFF=-5.50 R=98.11 OFF=6.65 R=98.11 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+560.00 0+560.00 10,646 3.97 33.06 0.06 98.11 98.16 -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 R=97.75 T.N.=98.03 OFF=-5.50 R=97.75 OFF=6.65 R=97.75 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+580.00 0+580.00 10,705 0.01 59.34 0.28 97.75 98.03 -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 R=97.36 T.N.=98.16 OFF=-5.50 R=97.36 OFF=6.65 R=97.36 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+600.00 0+600.00 10,819 0.00 113.64 0.80 97.36 98.16 -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 R=96.98 T.N.=97.56 OFF=-5.50 R=96.98 OFF=6.65 R=96.98 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+620.00 0+620.00 10,955 0.00 136.49 0.58 96.98 97.56 -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 R=96.82 T.N.=97.09 OFF=-5.50 R=96.82 OFF=6.65 R=96.82 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+640.00 0+640.00 11,036 0.17 80.64 0.27 96.82 97.09 -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 R=96.82 T.N.=97.11 OFF=-5.50 R=96.82 OFF=6.65 R=96.82 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+660.00 0+660.00 11,089 0.24 53.66 0.29 96.82 97.11 -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 R=96.85 T.N.=97.30 OFF=-5.50 R=96.85 OFF=6.65 R=96.85 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+680.00 0+680.00 11,161 0.07 72.12 0.45 96.85 97.30 -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 L C R=97.17 T.N.=97.45 OFF=-5.50 R=97.17 OFF=6.65 R=97.17 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+700.00 0+700.00 11,235 0.08 73.85 0.28 97.17 97.45 -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 R=97.49 T.N.=97.77 OFF=-5.50 R=97.49 OFF=6.65 R=97.49 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+720.00 0+720.00 11,298 0.52 63.65 0.28 97.49 97.77 -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 R=97.81 T.N.=98.27 OFF=-5.50 R=97.81 OFF=6.65 R=97.81 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+740.00 0+740.00 11,387 0.79 89.76 0.46 97.81 98.27 -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 R=98.13 T.N.=98.62 OFF=-5.50 R=98.13 OFF=6.65 R=98.13 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+760.00 0+760.00 11,505 0.55 119.14 0.49 98.13 98.62 -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 R=98.45 T.N.=98.89 OFF=-5.50 R=98.45 OFF=6.65 R=98.45 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+780.00 0+780.00 11,620 0.31 114.88 0.44 98.45 98.89 -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 R=98.70 T.N.=99.12 OFF=-6.65 R=98.70 OFF=6.65 R=98.70 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+800.00 0+800.00 11,714 0.29 93.85 0.42 98.70 99.12 -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 R=98.89 T.N.=99.29 OFF=-6.65 R=98.89 OFF=6.65 R=98.89 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+820.00 0+820.00 11,798 0.29 85.01 0.40 98.89 99.29 -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 R=99.04 T.N.=99.28 OFF=-6.65 R=99.04 OFF=6.65 R=99.04 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+840.00 0+840.00 11,871 0.10 73.04 0.24 99.04 99.28 -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 R=99.20 T.N.=99.37 OFF=-6.65 R=99.20 OFF=6.65 R=99.20 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+860.00 0+860.00 11,923 0.04 51.72 0.17 99.20 99.37 -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 R=99.35 T.N.=99.46 OFF=-6.65 R=99.35 OFF=6.65 R=99.35 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+880.00 0+880.00 11,959 0.22 36.13 0.10 99.35 99.46 -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 R=99.51 T.N.=99.53 OFF=-6.65 R=99.51 OFF=6.65 R=99.51 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+900.00 0+900.00 11,977 0.91 18.91 0.02 99.51 99.53 -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 99 100 101 102 103 L C R=99.66 T.N.=99.60 OFF=-6.65 R=99.66 OFF=6.65 R=99.66 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+920.00 0+920.00 11,977 5.02 4.69 0.07 99.66 99.60 -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 99 100 101 102 103 L C R=99.82 T.N.=99.70 OFF=-6.65 R=99.82 OFF=6.65 R=99.82 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+940.00 0+940.00 11,968 10.51 2.44 0.12 99.82 99.70 -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 99 100 101 102 103 L C R=99.97 T.N.=99.81 OFF=-6.65 R=99.97 OFF=6.65 R=99.97 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+960.00 0+960.00 11,972 10.10 13.25 0.16 99.97 99.81 -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 99 100 101 102 103 L C R=100.13 T.N.=99.94 OFF=-6.65 R=100.13 OFF=6.65 R=100.13 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+980.00 0+980.00 11,978 9.67 16.54 0.18 100.13 99.94 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 98 99 100 101 102 103 L C R=100.28 T.N.=100.33 OFF=-6.65 R=100.28 OFF=6.65 R=100.28 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+000.00 1+000.00 11,984 8.11 13.14 0.05 100.28 100.33 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 98 99 100 101 102 103 L C R=100.44 T.N.=100.63 OFF=-6.65 R=100.44 OFF=6.65 R=100.44 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+020.00 1+020.00 12,018 2.38 36.46 0.20 100.44 100.63 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 98 99 100 101 102 103 104 L C R=100.59 T.N.=100.76 OFF=-6.65 R=100.59 OFF=6.65 R=100.59 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+040.00 1+040.00 12,074 0.06 55.99 0.17 100.59 100.76 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 98 99 100 101 102 103 104 L C R=100.75 T.N.=101.10 OFF=-6.65 R=100.75 OFF=6.65 R=100.75 -2.00% -2.00% 1:1 1:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 1+060.00 1+060.00 12,145 0.00 70.96 0.35 100.75 101.10 TOTAL VOLUMEN CORTE = 2,695.74m3 TOTAL VOLUMEN TERRAPLEN = -551.24m3 5 5 5 5 5 5 5 BANQUETA PARAMENTO L C PARAMENTO CORTE TRANSVERSAL STA 0+000 - STA 0+540 5 5 PAVIMENTO BASE TERRENO NATURAL TERRENO NATURAL -2.00% -2.00% 5 5 5 5 5 5 5 5 5 L C BANQUETA PARAMENTO 5 PAVIMENTO BASE 5 5 5 5 5 BANQUETA PARAMENTO L C PAVIMENTO BASE PARAMENTO PARAMENTO TERRENO NATURAL TERRENO NATURAL 5 5 5 5 TERRENO NATURAL TERRENO NATURAL Se realizará @ 3.00 m. Pavimento Cintilla de poliuretano Sellador Autonivelante Grieta Natural Relleno compactado base al 95 % de su P.V.S.M. Pavimento 150 50 1/3 50 50 50 Se realizará @ 0.90 cm. Pavimento d/2 Var. Corrugada de 1/2" X 600 @ 700 Relleno compactado base al 95 % de su P.V.S.M. Pavimento 300 300 30 50 50 50 S/E DETALLES DE JUNTAS \W0.8;JUNTA TRANSVERSAL DE CONTRACCION 4.00M \W0.8;JUNTA LONGITUDINAL DE CONTRACCION GUARNICION SENTIDO DE LA PAVIMENTACION \W0.8;JUNTA TRANSVERSAL DE CONTRACCION GUARNICION 3.00M 3.00M VARIA (MAX 3.0) S/E \W0.8;PLANTA DE JUNTAS Concreto de 15 cm Base de 20 cm Recompactación de 20 cm Terreno natural PROCESO CONSTRUCTIVO Banqueta Banqueta Banqueta Corte de terreno a maquina en material clase "B" Trazo y nivelación manual para establecer ejes, banco de nivel y referencias Suministro de material de banco, acamellonado, extendido del material. Acarreo en camión de material producto de la excavación y/o demolición fuera de la obra. Banqueta Banqueta Formación y compactación de base al 95 % de su pvsm, incluye: suministro de material de banco, acamellonado, extendido del material, incorporación de agua, homogenizado, compactado en capas de 20 cms. de espesor. Construcción de guarnición de concreto f'c=150kg/cm2 elaborado en sitio de sección trapezoidal 15.00 x 20.00 x 40.00 cm, cimbrada metálica. 0.15 0.40 0.20 \A1;Construccion de pavimento de concreto hidráulico hecho en obra de 15 cm. de espesor de f´c =250 kg/cm2, agregado grueso de 3/4". acabado rallado en cuadros de 4.00 x 3.00 m. Limpieza gruesa para entrega de la obra, incluye: mano de obra, equipo y herramienta. Limpieza gruesa para entrega de la obra. En el pavimento se utilizará concreto hidraulico f'c= 250 kg/cm2, con un t.m.a. de 3/4" cuidando que los agregados petreos asi como el agua utilizados para su elaboracion esten libres de elementos (materia organica, grasa, etc.) que disminuya la adherencia entre ellos. Los cuadros a colar tendran 3.00x2.50 m Previo al colado del concreto se debera humedecer la Superficie de contacto. Al vaciar el concreto este se vibrara y compactara perfectamente para lograr un pavimento uniforme y evitar oquedades en las losas. A la superficie de rodamiento se le dara un acabado adecuado con llanas y rayadores de aluminio\H1.0313x;. La construcción de una base se realizara con material de banco y comprende las siguientes operaciones repetidas cuantas veces sea necesario: Extensión y humedecimiento de una capa, conformación, compactación y acabado de la misma capa. El Contratista no podrá dar comienzo a los trabajos sin la aprobación del supervisor de obra, de las fuentes de suministro de los materiales propuestos y el acabado aprobado de la subrasante, incluyendo el bombeo, peraltes y demás obras de carácter definitivo o provisional necesarias para mantener drenada la vía, en cualquier condición climática. La base se colocará en capas no mayores de 20 cm. de espesor, medido antes de la compactación, y mantendrá un contenido de humedad cercano al óptimo para compactarse a un mínimo del 95% de la densidad máxima obtenida en el ensayo Proctor Modificado. En ningún caso se permitirá colocar la capa superior de base sin que la capa inferior cumpla las condiciones de nivelación, espesor y densidad exigidas. ESPECIFICACIONES DEL PAVIMENTO DE CONCRETO CORTE TRANSVERSAL STA 0+560 - STA 0+780 CORTE TRANSVERSAL STA 0+800 - STA 1+060 S/E \W0.8;DETALLE DE GUARNICION \A1;DENTELLON DE PROTECCION A BASE DE CONCRETO CICLOPEO DE PIEDRA BOLA DE TAMAÑO MAXIMO DE 10" Y CONCRETO F´C=150 GK/CM2 \A1;\W0.8;PAVIMENTO CON CONCRETO HIDRAULICO F´C=250 KG/CM2 DE 10 CM DE ESPESOR, REFORZADO CON MALLA ELECTROSOLDADA 6X6 10/10 \A1;\W0.8;RELLENO CON MATERIAL DE BANCO DE 20 CM DE ESPESOR, COMPACTADO AL 95% DE SU P.V.S.M. \A1;\W0.8;PAVIMENTO CON CONCRETO HIDRAULICO F´C=250 KG/CM2 DE 10 CM DE ESPESOR, REFORZADO CON MALLA ELECTROSOLDADA 6X6 10/10 \A1;\W0.8;RELLENO CON MATERIAL DE BANCO DE 20 CM DE ESPESOR, COMPACTADO AL 95% DE SU P.V.S.M. \A1;\W0.8;PAVIMENTO CON CONCRETO HIDRAULICO F´C=250 KG/CM2 DE 10 CM DE ESPESOR, REFORZADO CON MALLA ELECTROSOLDADA 6X6 10/10 \A1;\W0.8;RELLENO CON MATERIAL DE BANCO DE 20 CM DE ESPESOR, COMPACTADO AL 95% DE SU P.V.S.M. ESCALA 1:40 ESCALA 1:40 ESCALA 1:40 VARIA (MAX 3.0) ESPECIFICACIONESDE LA BASE PLANTA DE CALLEJON S.A. - S.A.V. ESCALA 1:2000

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, concrete, construction, details, DWG, full, HIGHWAY, hydraulic, hydraulic concrete, pavement, plans, profile, Project, Road, route, sections, street