Longitudinal Profile Of A Road DWG Detail for AutoCAD

Details – specification – sizing – cuts

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

n. m., san juan de cula, tunaspata, mollepata, school, park, plaza, profile, project management, apurimac, department :, andahuaylas, province :, san antonio de cachi, districts :, plant and longitudinal profile, digitization :, approved by:, sub management of studies, revised by :, date :, scale :, pp -, code :, road construction san juan de cula – rio pampas sector lloccllascca of the district of san antonio de cachi, province of andahuaylas – apurimac, general plant, caracteriastica of the truck path, gauge:, elements of horizontal curve, where :, legend, description, culvert, retaining wall, baden, contour lines, symbol, existing road, ravine, ponton to build, class of, material, sand, conglomerates, serious, loose earth, compact earth, loose ca, cut slopes, fixed rock, v: h, slope, slope, level ground, height cut, height fill, alignment, mileage, soil type, elevation subgrade, longitudinal profile, indicated

Raw text data extracted from CAD file:

B N. M. 3370 3370 3370 3390 3390 3390 3390 3390 3390 3390 3380 3380 3370 3370 3390 3380 3400 3380 3400 3380 3390 3400 3400 3410 3400 3400 3420 3410 3430 3420 3430 3440 3450 3440 3450 3460 3460 3470 3470 3480 3480 3490 3490 3500 3500 3510 3510 3520 3520 3530 3530 3540 3540 3550 3550 3560 3560 3560 3570 3570 3580 3580 3590 3590 3600 3600 3610 3610 3620 3620 3630 3630 3640 3640 3650 3650 3660 3660 3670 3670 3680 3680 3690 3690 3700 3700 3710 3710 3720 3720 3710 3710 3700 3700 3690 3690 3680 3680 3670 3670 3660 3660 3650 3650 3640 3630 3640 3630 3620 3620 3610 3610 3600 3600 3590 3590 3580 3590 3580 3570 3570 3560 3560 3550 3550 3540 3540 3530 3530 3520 3520 3510 3510 3500 3500 3490 3490 3480 3490 3490 3490 3480 3470 3470 3460 3460 3450 3450 3450 3450 3450 3450 3440 3440 3430 3430 3420 3420 3410 3410 3400 3400 3390 3390 3380 3380 3370 3370 3360 3360 3350 3350 3350 3340 3340 3330 3330 3320 3310 3300 3300 3290 3280 3270 3270 3260 3260 3250 3240 3230 3230 3220 3220 3210 3210 3200 3200 3190 3190 3180 3170 3170 3170 3170 3160 3160 3150 3150 3140 3140 3130 3130 3120 3120 3130 3130 3140 3140 3150 3150 3140 3140 3130 3130 3120 3110 3100 3090 3090 3080 3080 3070 3060 3060 3050 3050 3040 3040 3030 3030 3020 3020 3010 3010 3000 3000 2990 2990 2980 2980 2970 2970 2960 2960 2950 2950 2940 2940 2930 2930 2920 2920 2910 2910 2900 2900 2890 2890 2880 2880 2870 2870 2860 2860 2850 2850 2840 2840 2830 2830 2820 2820 2810 2810 2800 2790 2780 2780 2770 2770 2760 2760 2750 2750 2740 2740 2730 2730 2720 2720 2710 2710 2700 2700 2690 2680 2670 2670 2660 2660 2650 2650 2640 2640 2630 2630 2620 2610 2600 2590 2600 2590 2580 2580 2570 2570 2560 2560 2550 2550 2540 2540 2530 2530 2520 2520 2510 2510 2500 2500 2490 2480 2490 2480 2470 2460 2450 2470 2460 2450 2440 2440 2430 2430 2420 2420 2410 2410 2400 2400 2390 2380 2370 2360 2360 2350 2350 2340 2340 2330 2330 2320 2320 2310 2300 2290 2290 2280 2280 2270 2270 2260 2260 2250 2250 2240 2240 2230 2230 2220 2220 2210 2210 2200 2200 2200 2200 2190 2190 2180 2180 2170 2170 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2+300 2+400 2+500 2+600 2+700 2+800 2+900 3+000 3+100 3+200 3+300 3+400 3+500 3+600 3+700 3+800 3+900 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 5+100 5+200 5+300 5+400 5+500 5+600 5+700 5+800 5+900 6+000 6+100 6+200 6+300 6+400 6+500 6+600 6+700 6+800 6+900 7+000 7+100 7+200 7+300 7+400 7+500 7+600 7+700 7+800 7+900 8+000 8+100 8+200 8+300 8+400 8+500 8+600 8+700 8+800 8+900 9+000 9+100 9+200 9+300 9+400 9+500 9+600 9+700 9+800 9+900 10+000 10+100 10+200 10+300 10+400 10+500 10+600 10+700 10+800 10+900 11+000 11+100 11+200 11+300 11+400 11+500 11+600 11+700 11+800 11+900 12+000 12+100 12+200 12+300 12+400 12+500 12+600 12+700 12+800 12+900 13+000 13+100 13+200 13+300 13+400 13+500 13+600 13+700 13+800 13+900 14+000 14+100 14+200 14+300 14+400 14+500 14+600 14+700 14+800 14+900 15+000 15+100 15+200 15+300 15+400 15+500 15+600 15+700 15+800 15+900 16+000 16+100 16+200 16+300 16+400 16+500 16+600 16+700 16+800 16+900 17+000 17+100 17+200 17+300 17+400 17+500 17+600 17+700 17+800 17+900 18+000 18+100 18+200 18+300 18+400 18+500 18+600 18+700 18+800 18+900 19+000 19+100 19+200 19+300 19+400 19+500 19+600 19+700 19+800 19+900 20+000 20+100 20+200 20+300 20+400 20+500 20+600 20+700 20+800 20+900 21+000 21+100 21+200 21+300 21+400 21+500 21+600 21+700 21+800 21+900 22+000 22+100 22+200 22+300 22+400 22+500 22+600 22+700 22+800 22+900 23+000 23+100 23+200 23+300 23+400 23+500 23+600 23+700 23+800 23+900 24+000 24+100 24+200 24+300 24+400 24+500 24+600 24+700 24+800 24+900 25+000 25+055 Km 1+075.00 Baden Tipo - II (02) Km 11+591.00 Baden Tipo - II (04) Km 1+224.00 Alc. Tipo - A (03) Km 3+093.00 Alc. Tipo - A (06) Km 4+647.00 Alc. Tipo - A (08) Km 5+788.00 Alc. Tipo - A (09) Km 8+720.00 Alc. Tipo - A (13) Km 6+813.00 Alc. Tipo - A (10) Km 24+293.00 Alc. Tipo - A (32) Km 10+211.00 Alc. Tipo - A (15) Km 23+313.00 Alc. Tipo - A (31) Km 17+040.00 Alc. Tipo - A (22) Km 23+056.00 Alc. Tipo - A (30) Km 14+969.00 Alc. Tipo - A (19) Km 0+725.00 Alc. Tipo - A (02) Km 2+389.00 Alc. Tipo - A (05) Km 1+713.00 Alc. Tipo - A (04) Km 7+371.00 Alc. Tipo - A (11) Km 9 +382.00 Alc. Tipo - A (14) Km 20+909.00 Alc. Tipo - A (28) Km 21+846.00 Alc. Tipo - A (29) Km 17+943.00 Alc. Tipo - A (24) Km 15+660.00 Alc. Tipo - A (20) Km 13+057.00 Alc. Tipo - A (17) Km08+340.00 Alc. Tipo - A (18) Km 4+206.00 Alc. Tipo - A (07) Km 11+049.00 Alc. Tipo - A (16) Km 18+468.00 Alc. Tipo - A (25) Km 19+935.00 Alc. Tipo - A (27) Km 19+393.00 Alc. Tipo - A (26) Km 7+990.00 Alc. Tipo - A (12) Km 15+908.00 Alc. Tipo - A (21) Km 17+ 719.00 Alc. Tipo - A (23) Km 24+900.00 Alc. Tipo - A (33) Km 0+211.00 Alc. Tipo - A (01) SAN JUAN DE CULA SAN JUAN DE CULA TUNASPATA MOLLEPATA KM 0+000 KM 1+000 KM 2+000 KM 3+000 KM 4+000 KM 5+000 KM 6+000 KM 7+000 KM 8+000 KM 9+000 KM 10+000 KM 11+000 KM 12+000 KM 13+000 KM 14+000 KM 15+000 KM 16+000 KM 17+000 KM 18+000 KM 19+000 KM 20+000 KM 21+000 KM 22+000 KM 23+000 KM 24+000 KM 25+000 KM 25+055 Km 3+350.00 Baden Tipo - II (04) Km 1+503.00 Baden Tipo - II (03) Km 23+845.00 Baden Tipo - II (05) Km 0+502.00 Baden Tipo - II (01) DE ESCUELA SAN JUAN DE CULA PARQUE PLAZA C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 C81 C82 C83 C84 C85 C86 C87 C88 C89 C90 C91 C92 C93 C94 C95 C96 C97 C98 C99 C100 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 C116 C117 C118 C119 C120 C121 C122 C123 C124 C125 C126 C127 C128 C129 C130 C131 C132 C133 C134 C135 C136 C137 C138 C139 C140 C141 C142 C143 C144 C145 C146 C147 C148 C149 C150 C151 C152 C153 C154 C155 C156 C157 C158 C159 C160 C161 C162 C163 C164 C165 C166 C167 C168 C169 C170 C171 C172 C173 C174 C175 C176 C177 C178 C179 C180 C181 C182 C183 C184 C185 C186 C187 C188 C189 C190 C191 C192 C193 C194 C195 C196 C197 C198 C199 C200 C201 C202 C203 C204 C205 C206 C207 C208 C209 C210 C211 C212 C213 C214 C215 C216 C217 C218 C219 C220 C221 C222 C223 C224 C225 C226 C227 C228 C229 C230 C231 C232 C233 C234 C235 C236 C237 C238 C239 C240 C241 C242 C243 C244 C245 C246 C247 C248 C249 C250 C251 C252 C253 C254 C255 C256 C257 C258 C259 C260 C261 C262 C263 C264 C265 C266 C267 C268 C269 C270 C271 C272 C273 C274 C275 C276 C277 C278 C279 C280 C281 C282 C283 C284 C285 C286 C287 C288 C289 C290 C291 C292 C293 C294 C295 C296 C297 C298 C299 C300 C301 C302 C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 C313 C314 C315 C316 C317 C318 C319 C320 C321 C322 C323 C324 C325 C326 C327 C328 C329 C330 C331 C332 C333 C334 C335 C336 C337 C338 C339 C340 C341 C342 C343 C344 C345 C346 C347 C348 C349 C350 C351 C352 C353 C354 C355 C356 C357 C358 C359 C360 C361 C362 C363 C364 C365 C366 C367 C368 C369 C370 C371 C372 C373 C374 C375 C376 C377 C378 C379 C380 C381 C382 C383 C384 C385 C386 C387 C388 C389 C390 C391 C392 C393 C394 C395 C396 C397 C398 C399 C400 C401 C402 C403 C404 C405 C406 C407 C408 C409 C410 C411 C412 C413 C414 C415 C416 C417 C418 C419 C420 C421 C422 C423 C424 C425 C426 C427 C428 C429 C430 C431 C432 C433 C434 C435 C436 C437 C438 C439 C440 C441 C442 C443 C444 C445 C446 C447 C448 C449 C450 C451 C452 C453 C454 C455 C456 C457 C458 C459 C460 C461 C462 C463 C464 C465 C466 C467 C468 C469 C470 C471 C472 C473 BM01 BM02 BM03 BM04 BM05 BM06 BM07 BM08 BM09 BM10 BM11 BM12 BM13 BM14 BM15 BM16 BM17 BM18 BM19 BM20 BM21 BM22 BM23 BM24 BM25 BM26 N 8474000 N 8475000 N 8476000 N 8477000 N 8478000 N 8479000 E 635000 E 636000 E 637000 E 638000 E 639000 E 640000 E 641000 E 642000 E 643000 E 644000 E 645000 ESCALA HORIZONTAL 1 : 2000 ESCALA VERTICAL 1 : 200 PERFIL TOTAL VOLUMEN CORTE = 11,787.60m3 TOTAL VOLUMEN TERRAPLEN = 518.70m3 GERENCIA DE PROYECTOS APURIMAC DEPARTAMENTO: ANDAHUAYLAS PROVINCIA: SAN ANTONIO DE CACHI DISTRITOS: PLANTA Y PERFIL LONGITUDINAL KM 18+000 - KM 19+000 DIGITALIZACION: APROBADO POR: SUB GERENCIA DE ESTUDIOS REVISADO POR: FECHA: ESCALA: PP - CODIGO: 19 CONSTRUCCION CARRETERA SAN JUAN DE CULA - RIO PAMPAS SECTOR LLOCCLLASCCA DEL DISTRITO DE SAN ANTONIO DE CACHI, PROVINCIA DE ANDAHUAYLAS - APURIMAC ESC. 1/2500 PLANTA GENERAL 3020 3010 3010 3000 3000 2990 2990 2980 2980 2970 2970 2960 2960 2950 2950 2940 2940 2930 2930 2920 2920 2910 2910 2900 2900 2890 2890 2880 2880 18+000 18+100 18+200 18+300 18+400 18+500 18+600 18+700 18+800 18+900 19+000 Km 18+468.00 Alc. Tipo - A (25) KM 18+000 KM 19+000 C295 C296 C297 C298 C299 C300 C301 C302 C303 C304 C305 C306 C307 C308 C309 C310 C311 C312 C313 C314 C315 C316 C317 C318 C319 C320 C321 C322 C323 C324 C325 C326 C327 BM19 BM20 N 8476900 N 8477000 N 8477100 N 8477200 N 8477300 N 8477400 N 8477500 E 637500 E 637600 E 637700 E 637800 Velocidad Directriz : V=20 Km/h en Curva de Volteo Radio Minimo Curva : R=10 mt. Radio Minimo Normal : R=20 mt. Velocidad Directriz : V=30 Km/h en Tangente CARACTERIASTICA DE LA TROCHA CARROZABLE TROCHA : Peralte en Curvas : P=6% Cuneta : C= 0.50x0.30 Plazoleta : P=400 mt. Bombeo : B=2% PI PI =ANG. DEFLEX. ELEMENTOS DE CURVA HORIZONTAL ELEMENTOS DE CURVA HORIZONTAL =ANG. DEFLEX. PT PT DONDE: DONDE: PC T LC E LC E T PC T R LC E PI R T LC PI E R R = TANGENTE ( DIST. PC-PI y PI-PT) = ANGULO DE DEFLEXION = PUNTO DE INTERSECCION = RADIO DE CURVATURA = LONGITUD DE CURVA = EXTERNAL = EXTERNAL = LONGITUD DE CURVA = RADIO DE CURVATURA = TANGENTE ( DIST. PC-PI y PI-PT) = PUNTO DE INTERSECCION = ANGULO DE DEFLEXION LEYENDA DESCRIPCION ALCANTARILLA MURO DE CONTENCION BADEN CURVAS DE NIVEL BENCH MARK (BM) SIMBOLO CARRETERA EXISTENTE QUEBRADA PONTON A CONSTRUIR CLASE DE MATERIAL 1 : 1 1 : 1 Arena Conglomerados, graves Tierra suelta 2 : 1 Tierra compacta 3 : 1 Ro 4 : 1 ca suelta TALUDES DE CORTE 10 : 1 Roca fija V : H TALUD 1.21 3,021.31 3,022.52 1.71 3,019.12 3,020.83 2.22 3,016.92 3,019.14 2.48 3,014.73 3,017.21 2.49 3,012.53 3,015.03 2.63 3,010.28 3,012.91 3.69 3,007.42 3,011.11 6.52 3,004.13 3,010.64 9.77 3,000.83 3,010.60 11.46 2,997.54 3,008.99 5.52 2,994.39 2,999.91 1.72 2,991.81 2,993.53 1.74 2,989.78 2,991.51 1.66 2,987.84 2,989.50 1.71 2,985.87 2,987.57 3.12 2,983.58 2,986.70 1.10 2,980.94 2,982.04 0.14 2,978.00 2,978.14 0.68 2,975.02 2,975.70 1.90 2,972.03 2,973.93 1.10 2,969.25 2,970.35 2.26 2,966.86 2,969.12 3.05 2,964.72 2,967.77 2.69 2,962.59 2,965.28 2.82 2,960.46 2,963.29 3.82 2,958.27 2,962.09 5.41 2,955.49 2,960.90 7.09 2,952.00 2,959.09 9.42 2,948.26 2,957.68 4.80 2,944.53 2,949.33 5.26 2,940.79 2,946.05 7.35 2,937.05 2,944.40 8.79 2,933.19 2,941.98 10.26 2,928.96 2,939.22 3.11 2,924.41 2,927.51 2.02 2,924.81 2,924.00 4.07 2,921.38 2,920.45 5.87 2,911.43 2,917.30 7.80 2,907.96 2,915.76 9.15 2,904.81 2,913.96 8.94 2,901.67 2,910.62 3.30 2,898.53 2,901.83 4.39 2,895.39 2,899.78 5.41 2,892.37 2,897.78 6.19 2,889.59 2,895.78 2.19 2,887.05 2,889.25 0.87 2,884.64 2,885.50 0.60 2,882.23 2,882.83 0.84 2,879.81 2,880.65 0.94 2,877.40 2,878.33 0.96 2,874.98 2,875.95 PCV=18+091.80 Elev=3,011.24 PIV=18+106.80 Elev=3,009.59 PTV=18+121.80 Elev=3,007.12 PCV=18+186.25 Elev=2,996.51 PIV=18+208.75 Elev=2,992.80 PTV=18+231.25 Elev=2,990.63 PCV=18+270.01 Elev=2,986.88 PIV=18+300.01 Elev=2,983.97 PTV=18+330.01 Elev=2,979.49 PCV=18+379.04 Elev=2,972.17 PIV=18+401.54 Elev=2,968.81 PTV=18+424.04 Elev=2,966.42 PCV=18+491.66 Elev=2,959.22 PIV=18+514.16 Elev=2,956.83 PTV=18+536.66 Elev=2,952.62 PCV=18+624.02 Elev=2,936.30 PIV=18+646.52 Elev=2,932.10 PTV=18+669.02 Elev=2,926.93 PCV=18+703.45 Elev=2,919.02 PIV=18+733.45 Elev=2,912.13 PTV=18+763.45 Elev=2,907.41 PCV=18+840.00 Elev=2,895.39 PIV=18+870.00 Elev=2,890.67 PTV=18+900.00 Elev=2,887.05 -10.9733 % en 106.81m -11.4676 % en 101.95m -9.6767 % en 91.26m -10.2299 % en 101.54m -10.6441 % en 112.62m -11.0222 % en 132.54m -11.6521 % en 87.10m 12.2232 % en 136.55m -11.0681 % en 130.00m 18+000 18+100 18+200 18+300 18+400 18+500 18+600 18+700 18+800 18+900 19+000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PENDIENTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO KILOMETRAJE TIPO DE SUELO COTA SUB RASANTE I D Cota=3022.52 Km. 18+000 BM-19 Cota=2875.95 Km. 19+000 BM-20 3,025 3,020 3,015 3,010 3,005 3,000 2,995 2,990 2,985 2,980 2,975 2,970 2,965 2,960 2,955 2,985 2,980 2,975 2,970 2,965 2,960 2,955 2,950 2,945 2,940 2,935 2,930 2,930 2,925 2,920 2,915 2,910 2,905 2,900 2,895 2,890 2,885 2,880 2,875 2,870 2,925 2,860 2,920 2,915 2,865 PI-295 PI-327 PI-297 PI-300 PI-302 PI-303 PI-304 PI-306 PI-308 PI-310 PI-313 PI-315 PI-316 PI-317 PI-318 PI-322 PI-323 PI-324 PI-326 PI-296 PI-298 PI-299 PI-301 PI-305 PI-307 PI-309 PI-311 PI-312 PI-314 PI-319 PI-320 PI-321 PI-325 LCV = 30.000 LCV = 45.000 LCV = 60.000 LCV = 45.000 LCV = 45.000 LCV = 45.000 LCV = 60.000 LCV = 60.000 PERFIL LONGITUDINAL JUNIO 2013 INDICADA Km18+468.00 Alc. Tipo - A (25) ESC. 1/1000 PLANTA 18+000 A 19+000 A1 1/2000 SAN JUAN DE CULA SAN JUAN DE CULA TUNASPATA MOLLEPATA KM 0+000 KM 1+000 KM 2+000 KM 3+000 KM 4+000 KM 5+000 KM 6+000 KM 7+000 KM 8+000 KM 9+000 KM 10+000 KM 11+000 KM 12+000 KM 13+000 KM 14+000 KM 15+000 KM 16+000 KM 17+000 KM 18+000 KM 19+000 KM 20+000 KM 21+000 KM 22+000 KM 23+000 KM 24+000 KM 25+000 KM 25+055 DE ESCUELA SAN JUAN DE CULA PARQUE PLAZA N 8474000 N 8475000 N 8476000 N 8477000 N 8478000 N 8479000 E 635000 E 636000 E 637000 E 638000 E 639000 E 640000 E 641000 E 642000 E 643000 E 644000 E 645000

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, cuts, DETAIL, details, DWG, HIGHWAY, longitudinal, pavement, profile, Road, route, sizing, specification

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