Highway Design DWG Block for AutoCAD

Plant Road

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

n.m., xxxxxxx, nº pi, sent., delta, radius, tang., l.c., ext., p.i., p.c., p.t., north, east, coordinate table and elements of curves, cart. to ayacucho, access to the camp, cart. a huancasancos, km., taulli, puca rumi stream, taulli stream, putica, plant, fixed rock, loose rock, loose soil, castling, compact consolidated soils, compacted sand, coronation ditch, cut and fill on steep hillside, whenever necessary, pumping, min, approx, affirmed, ditch, variable, subgrade, pucarumi stream, slope, elevation, subgrade, terrain, height cut, fill height, alignment, mileage, type of terrain, longitudinal profile, scale: , of, progressive, vel.directris

Raw text data extracted from CAD file:

N.M. N.M. N.M. XXXXXXX 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000.00 1+100.00 1+200.00 1+300.00 1+400.00 1+500.00 1+600.00 1+700.00 1+800.00 1+900.00 2+000.00 2+100.00 2+200.00 2+300.00 2+400.00 2+500.00 2+600.00 2+700.00 2+800.00 2+900.00 3+000.00 3+100.00 3+200.00 3+300.00 3+400.00 3+500.00 3+600.00 3+700.00 3+800.00 3+900.00 4+000.00 4+100.00 4+200.00 4+300.00 4+400.00 4+500.00 4+600.00 4+700.00 4+800.00 4+900.00 5+000.00 5+100.00 5+200.00 5+300.00 5+400.00 5+500.00 5+600.00 5+700.00 5+800.00 5+900.00 6+000.00 6+100.00 6+200.00 6+300.00 6+400.00 6+500.00 6+600.00 6+700.00 571800E 571900E 572000E 572100E 572200E 572300E 572400E 572500E 572600E 572700E 572800E 572900E 8476300N 8476400N 8476500N 8476600N 8476700N 8476800N 8476900N 8477000N 8477100N 8477200N 8477300N 8477400N 8477500N 8477600N 8477700N 8477800N 8477900N 8478000N 8478100N 8478200N Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 25 D 40º36’19” 30.000 11.099 21.261 1.987 1 + 579.417 1 + 568.318 1 + 589.579 8477016.699 572566.698 8.0 2.10 26 D 11º25’12” 40.000 4.000 7.973 0.199 1 + 621.380 1 + 617.381 1 + 625.354 8477057.003 572552.000 7.0 1.60 27 I 30º19’35” 30.000 8.130 15.879 1.082 1 + 688.105 1 + 679.975 1 + 695.853 8477123.001 572542.000 8.0 2.10 28 D 91º01’19” 15.000 15.270 23.829 6.405 1 + 733.759 1 + 718.489 1 + 742.319 8477158.807 572513.065 8.0 4.20 29 D 89º11’10” 15.000 14.788 23.349 6.064 1 + 760.676 1 + 745.888 1 + 769.237 8477179.473 572539.593 8.0 4.20 30 I 42º25’57” 27.000 10.481 19.996 1.963 1 + 821.060 1 + 810.579 1 + 830.574 8477127.512 572581.272 8.0 2.30 31 I 24º52’16” 32.000 7.056 13.891 0.769 1 + 865.950 1 + 858.894 1 + 872.784 8477120.470 572626.585 8.0 2.00 32 D 37º58’01” 30.000 10.320 19.879 1.725 1 + 896.271 1 + 885.951 1 + 905.830 8477128.908 572655.940 8.0 2.10 33 I 93º57’53” 9.000 9.645 14.760 4.192 1 + 931.384 1 + 921.739 1 + 936.498 8477115.510 572689.218 8.0 8.00 34 I 96º19’49” 9.000 10.054 15.132 4.494 1 + 947.284 1 + 937.231 1 + 952.362 8477134.945 572695.520 8.0 8.00 35 I 21º17’44” 30.000 5.640 11.150 0.526 1 + 971.193 1 + 965.553 1 + 976.703 8477140.770 572667.228 8.0 2.10 36 D 48º46’00” 40.000 18.131 34.046 3.917 2 + 004.343 1 + 986.212 2 + 020.257 8477135.185 572634.421 7.0 1.60 37 D 94º35’01” 11.000 11.917 18.159 5.218 2 + 046.669 2 + 034.752 2 + 052.910 8477163.281 572599.857 8.0 6.00 38 D 95º42’53” 10.000 11.051 16.705 4.904 2 + 064.359 2 + 053.308 2 + 070.013 8477180.176 572615.997 8.0 6.90 39 I 67º59’41” 20.000 13.489 23.735 4.124 2 + 102.062 2 + 088.573 2 + 112.308 8477147.450 572644.042 8.0 3.10 40 D 31º51’02” 35.000 9.987 19.456 1.397 2 + 136.803 2 + 126.816 2 + 146.273 8477159.559 572680.044 8.0 1.80 41 D 23º27’00” 40.000 8.302 16.371 0.852 2 + 192.195 2 + 183.893 2 + 200.264 8477146.736 572734.462 7.0 1.60 42 I 16º48’29” 60.000 8.864 17.601 0.651 2 + 242.348 2 + 233.484 2 + 251.085 8477116.616 572774.855 6.0 1.10 8476300N 8476400N 8476500N 8476600N 8476700N 8476800N 8476900N 8477000N 8477100N 8477200N 8477300N 8477400N 8477500N 8477600N 8477700N 8477800N 571800E 571900E 572000E 572100E 572200E 572300E 572400E 572500E 572600E 572700E 572800E 572900E 573000E 8477900N 8478000N 8478100N 8478200N CART. A AYACUCHO ACCESO AL CAMPAMENTO CART. A HUANCASANCOS KM. 00+000 KM. 01+000 KM. 02+000 KM. 04+000 KM. 03+000 KM. 05+000 KM. 06+000 KM. 06+707 TAULLI BM-00 2977.00 BM-01 3005.05 BM-02 3043.42 BM-03 3061.24 BM-04 3074.78 BM-05 3119.57 BM-06 3061.24 BM-07 3187.84 BM-08 3233.02 BM-09 3262.17 BM-10 3285.62 BM-11 3313.37 BM-12 3337.84 BM-13 3363.19 BM-14 3375.18 QUEBRADA PUCA RUMI RIACHUELO TAULLI ALCANTARILLA Nº. 03 PROG. (01+255) ALCANTARILLA Nº. 04 PROG. (01+578) BADEN Nº. 01 L=8.00 M ALCANTARILLA Nº. 02 PROG. (00+280) ALCANTARILLA Nº. 07 PROG. (03+020) ALCANTARILLA Nº. 06 PROG. (02+580) ALCANTARILLA Nº. 05 PROG. (02+220) ALCANTARILLA Nº. 16 PROG. (06+420) PUTICA ESCALA:1/2000 PLANTA \LTALUDES DE CORTE Roca fija 10 : 1 \W1.33333x;CLASES DE TERRENOS TALUD ( \W1.33333x;V : H ) Roca suelta 6 : 1 Tierra suelta 2 : 1 \LTALUDES DE RELLENO Enrocado 1 : 1 \W1.33333x;CLASES DE TERRENOS TALUD ( V : H \W1.33333x;) Suelos diversos compactados (mayoría) 1 : 1.5 Suelos consolidados compactos 4 : 1 Arena compactada 1 : 2 \W1.33333x;H<5 5<H<10 \W1.33333x;H<10 (*) Requiere banqueta o análisis de estabilidad \W1.33333x;H<5 5<H<10 \W1.33333x;H<10 (*) (**) (*) (**) (*) (**) (*) (**) (*) (**) (*) (**) (*) (**) Zanja de coronación 0.50 0.50 CORTE Y RELLENO EN LADERA EMPINADA cuando sea necesario Bombeo Bombeo -2% -2% H V 7.00 m MÁX 2.00m 1.00m Mín. Mín. H V H V -2% 2 m Aprox. 4.50m Afirmado \LCUNETAS \W1.33333x;\LREGI\W1.33333x;\LÓ\W1.33333x;\LN PROFUNDIDAD PROFUNDIDAD (h) \W1.33333x;\LANCHO (f)(f) Lluviosa 0.30 0.50 Muy lluviosa 0.50 1.00 f h CUNETA VARIABLE SUBRASANTE PROG. (01+743) 6+707.00 ALCANTARILLA Nº. 01 PROG. (00+000) ALCANTARILLA Nº. 08 PROG. (03+930) ALCANTARILLA Nº. 07 PROG. (03+020) ALCANTARILLA Nº. 10 PROG. (04+430) ALCANTARILLA Nº. 09 PROG. (04+060) ALCANTARILLA Nº. 11 PROG. (04+570) ALCANTARILLA Nº. 12 PROG. (04+930) ALCANTARILLA Nº. 14 PROG. (05+390) ALCANTARILLA Nº. 13 PROG. (05+110) ALCANTARILLA Nº. 15 PROG. (05+550) 3056.052 3055.055 3066.480 3071.340 3078.230 3081.380 3071.410 3059.580 3057.730 3054.830 3057.490 3063.270 3062.156 3064.086 3065.007 3065.814 3067.452 3067.699 3073.237 3074.380 3075.493 3074.470 3073.555 3075.391 3076.025 3077.409 3079.761 3081.920 3084.224 3082.041 3082.253 3085.107 3087.207 3088.689 3089.695 3092.959 3094.289 3050 3060 3070 3080 3090 3100 +0.206 LCV = 80.000 PIV = 1+780 ELV = 3060.073 3059.073 PCV = 1+758.60 ELV = 3058.756 PTV = 1+798.96 ELV = 3060.398 PI-Nº: 25 R: 30 PI-Nº: 26 R: 40 PI-Nº: 27 R: 30 PI-Nº: 28 R: 15 PI-Nº: 29 R: 15 PI-Nº: 30 R: 27 PI-Nº: 31 R: 32 PI-Nº: 32 R: 30 PI-Nº: 33 R: 9 PI-Nº: 34 R: 9 PI-Nº: 35 R: 30 PI-Nº: 36 R: 40 PI-Nº: 37 R: 11 PI-Nº: 38 R: 10 PI-Nº: 39 R: 20 PI-Nº: 40 R: 35 PI-Nº: 41 R: 40 3056.135 0.083 3056.429 1.374 3056.723 9.757 3057.016 14.324 3057.310 20.920 3057.604 23.776 3057.898 13.512 3058.192 1.388 3058.339 0.609 3058.486 3.656 3058.779 1.289 3059.279 3.991 3060.467 1.689 3061.860 2.226 3063.254 1.753 3064.648 1.166 3066.041 1.411 3067.435 0.264 3068.829 4.408 3069.525 4.855 3070.222 5.271 3070.919 3.551 3071.616 1.939 3073.009 2.382 3074.403 1.622 3075.797 1.612 3077.190 2.571 3077.887 4.033 3078.584 5.640 3079.978 2.063 3081.371 0.882 3082.765 2.342 3084.159 3.048 3085.552 3.137 3086.946 2.749 3088.340 4.619 3089.733 4.556 +1.469% en 200.000 m +6.968% en 440.00 m 1+600 1+700 1+800 1+900 2+000 2+100 2+200 2970 3050 3060 3070 3080 3090 3100 PI-24 PI-25 PI-26 PI-27 PI-28 PI-29 PI-30 PI-31 PI-32 PI-33 PI-34 PI-35 PI-36 PI-37 PI-38 PI-39 PI-40 PI-41 PI-50 1+500.00 1+600.00 1+700.00 1+800.00 1+900.00 2+000.00 2+100.00 2+200.00 3060.00 KM. 02+000 BM-03 3061.24 BM-04 3074.78 QUEBRADA PUCA RUMI RIACHUELO PUCARUMI BADEN Nº. 01 PROG. (01+743) 8476900N 8477000N 8477100N 8477200N 8477300N 572500E 572600E 572700E 572800E 572500E 572600E 572700E 572800E 8476900N 8477000N 8477100N 8477200N 8477300N ALCANTARILLA Nº. 04 PROG. (01+578) ALCANTARILLA Nº. 05 PROG. (02+220) 3050.00 3050.00 3060.00 3060.00 3060.00 3060.00 3060.00 3070.00 3070.00 3070.00 3070.00 3070.00 3080.00 3080.00 3080.00 3080.00 3090.00 3090.00 3090.00 3100.00 3100.00 3090.00 PENDIENTE COTA SUB-RASANTE COTA TERRENO ALTURA CORTE ALTURA RELLENO ALINEAMIENTO KILOMETRAJE BADEN Nº. 01 L=8.00 M PROG. (01+743) TIPO DE TERRENO ALCANTARILLA Nº. 05 PROG. (02+220) TS=40%,RS=30%Y30% TS=10%,RS=30%Y60% TS=10%,RS=20%Y70% TS=50%,RS=30%Y20% TS=70%,RS=25%Y05% TS=20%,RS=10%y70% VERT : 1/200 PERFIL LONGITUDINAL HORIZ: 1/2000 ESCALA: Nº PI SENT. RADIO DEL AL 25 D 30.000 1 + 568.318 1 + 589.579 26 D 40.000 1 + 617.381 1 + 625.354 27 I 30.000 1 + 679.975 1 + 695.853 28 D 15.000 1 + 718.489 1 + 742.319 29 D 15.000 1 + 745.888 1 + 769.237 30 I 27.000 1 + 810.579 1 + 830.574 31 I 32.000 1 + 858.894 1 + 872.784 32 D 30.000 1 + 885.951 1 + 905.830 33 I 9.000 1 + 921.739 1 + 936.498 34 I 9.000 1 + 937.231 1 + 952.362 35 I 30.000 1 + 965.553 1 + 976.703 36 D 40.000 1 + 986.212 2 + 020.257 37 D 11.000 2 + 034.752 2 + 052.910 38 D 10.000 2 + 053.308 2 + 070.013 39 I 20.000 2 + 088.573 2 + 112.308 40 D 35.000 2 + 126.816 2 + 146.273 41 D 40.000 2 + 183.893 2 + 200.264 42 I 60.000 2 + 233.484 2 + 251.085 PROGRESIVA Nº PI SENT. RADIO P% SA 25 D 30.000 8.0 2.10 26 D 40.000 7.0 1.60 27 I 30.000 8.0 2.10 28 D 15.000 8.0 4.20 29 D 15.000 8.0 4.20 30 I 27.000 8.0 2.30 31 I 32.000 8.0 2.00 32 D 30.000 8.0 2.10 33 I 9.000 8.0 8.00 34 I 9.000 8.0 8.00 35 I 30.000 8.0 2.10 36 D 40.000 7.0 1.60 37 D 11.000 8.0 6.00 38 D 10.000 8.0 6.90 39 I 20.000 8.0 3.10 40 D 35.000 8.0 1.80 41 D 40.000 7.0 1.60 42 I 60.000 6.0 1.10 VEL.DIRECTRIS (KM/H) 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00