Preliminary And Definitive Study Of 1 Km Highway DWG Block for AutoCAD

Preliminary and definitive study of 1 Km highway – Forms to make according norms DG 2001

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

mtc, ministry of transport and communications, plane :, teacher :, location :, ing. josé torres tafur, ministry of transport and communications, general direction of roads, directions of carts – freedom, regional government – freedom, student :, realization of the road sauce – bellavista, longitudinal profile, indicated, pl, scale:, date :, length and slope, mileage, level of ground, level of subgrade, guzman hidalgo carlos, plant, dimensions, distances, fence, road axis, subgrade, legend, contour lines, typical transversal sections, stt, berm, level grade, bearing layer, foundation soil, base, sub base, subgrade level, total polygon, pt, cross sections, st, final longitudinal profile, north, cutting height, fill height, alignment, cross sections definitive, preliminary study, definitive study

Raw text data extracted from CAD file:

MTC Ministerio de Transportes y Comunicaciones NM C 67,78 63,69 74,56 136,15 98,79 160,7 R45 R35 R60 R50 R40 PLANO N° : PLANO: DOCENTE: UBICACION: Ing. José Torres Tafur MINISTERIO DE TRANSPORTES Y COMUNICACIONES DIRECCION GENERAL DE CAMINOS DIRECCIONES DE CARRETAS – LA LIBERTAD GOBIERNO REGIONAL – LA LIBERTAD ALUMNO: REALIZACIÓN DE LA CARRETERA SAUCE – BELLAVISTA KM 00.000 – 01.000 PERFIL LONGITUDINAL KM. 00+00 – KM. 01+000 INDICADAS JUNIO – 2009 P.L. ESCALA : FECHA : P = 6.94 % L = 300 m P = 1.25 % L = 320 m P = 3.32 % L = 380 m 3541.000 3539.500 3538.000 3522.570 3520.000 3518.400 3556.211 3550.110 3544.000 3532.860 3527.710 3525.140 3518.800 0+900 0+800 0+700 0+600 0+500 0+400 0+300 0+200 0+100 LONGITUD Y PENDIENTE KILOMETRAJE COTA DE TERRENO COTA DE SUBRASANTE Km 01 + 00 00 + 00 Km GUZMAN HIDALGO CARLOS PLANTA ESC. 1/2000 100 50 COTAS Escala: 1/200 PIv1 DISTANCIAS Escala: 1/2000 CERCO EJE DE LA CARRETERA SUBRASANTE LEYENDA CURVAS DE NIVEL PLANO N° : PLANO: DOCENTE: UBICACION: Ing. José Torres Tafur MINISTERIO DE TRANSPORTES Y COMUNICACIONES DIRECCION GENERAL DE CAMINOS DIRECCIONES DE CARRETAS – LA LIBERTAD GOBIERNO REGIONAL – LA LIBERTAD ALUMNO: REALIZACIÓN DE LA CARRETERA SAUCE – BELLAVISTA KM 00.000 – 01.000 SECCIONES TRANVERSALES TIPICAS KM. 00+00 – KM. 01+000 – JUNIO – 2009 S.T.T ESCALA : FECHA : GUZMAN HIDALGO CARLOS 0.30 0.15 Berma 2% Nivel de la Rasante Capa de Rodamiento Berma 2% \LSECCIÓN TÍPICA EN CORTE CERRADO Suelo de Fundación 0.3 8.00 3.30 3.30 0.3 1.20 1.20 0.50 0.30 0.25 0.075 Base Sub Base Nivel de la Subrasante 0.3 1.20 3.30 0.30 0.50 0.3 3.30 1.20 8.00 0.075 0.25 0.15 Nivel de la Subrasante Nivel de la Rasante Suelo de Fundación Capa de Rodamiento Base Sub Base Berma 2% Berma 2% \LSECCIÓN TÍPICA EN MEDIA LADERA 0.15 Berma 2% Nivel de la Rasante Capa de Rodamiento Berma 2% \LSECCIÓN TÍPICA EN RELLENO Suelo de Fundación 0.3 10.00 3.30 3.30 0.3 1.20 1.20 0.25 0.075 Base Sub Base Nivel de la Subrasante 3 1 3 1 1.5 1 1 1.5 8.54 3 1 8.54 1.5 1 8.54 3519.200 3519.600 3530.290 3535.430 3542.500 3547.050 3553.160 PLANO N° : PLANO: DOCENTE: UBICACION: Ing. José Torres Tafur Nº MINISTERIO DE TRANSPORTES Y COMUNICACIONES DIRECCION GENERAL DE CAMINOS DIRECCIONES DE CARRETAS – LA LIBERTAD GOBIERNO REGIONAL – LA LIBERTAD ALUMNO: REALIZACIÓN DE LA CARRETERA SAUCE – BELLAVISTA KM 00.000 – FINAL POLIGONAL TOTAL KM. 00+00 – KM. final 1:2000 JUNIO – 2009 P.T ESCALA : FECHA : GUZMAN HIDALGO CARLOS Nº Nº PLANO N° : PLANO: DOCENTE: UBICACION: Ing. José Torres Tafur Nº MINISTERIO DE TRANSPORTES Y COMUNICACIONES DIRECCION GENERAL DE CAMINOS DIRECCIONES DE CARRETAS – LA LIBERTAD GOBIERNO REGIONAL – LA LIBERTAD ALUMNO: REALIZACIÓN DE LA CARRETERA SAUCE – BELLAVISTA KM 00.000 – 01.000 SECCCIONES TRANVERSALES KM. 00+00 – KM. final 1:200 JULIO – 2009 S.T ESCALA : FECHA : GUZMAN HIDALGO CARLOS 3520 3510 3530 9245,100 625,900 9245,200 9245,400 9245,500 9245,300 9245,600 9245,700 9245,800 9245,800 9245,800 625,800 625,700 625,600 625,500 625,400 656,300 625,100 625,000 624,900 624,800 9245,400 9245,500 9245,300 9245,600 9245,100 9245,200 9245,700 9245,800 656,300 625,100 625,000 624,900 624,800 624,700 624,600 624,500 9245,900 – Km – Km 3540 3530 3520 3510 3550 3560 9245,500 9245,600 9245,400 9245,300 626,000 625,900 625,800 625,700 625,600 625,500 625,400 625,300 9245,500 9245,400 9245,500 625,500 625,800 625,700 3520 3518.000 PIv2 PIv3 0+000 CSR=3518.00 CT =3518.00 0+000 CSR=3518.00 CT =3518.00 0+300 CSR=3522.571 CT =3532.631 0+550 CSR=3535.429 CT =3540.726 L C L C L C L C 0+900 0+800 0+700 0+600 0+500 0+400 0+300 0+200 0+100 KILOMETRAJE Km 01 + 00 00 + 00 Km 0+050 CSR=3518.400 CT =3521.120 0+100 CSR=3518.800 CT =3523.418 0+150 CSR=3519.200 CT =3517.236 0+200 CSR=3519.600 CT =3525.336 0+250 CSR=3520.00 CT =3530.850 0+350 CSR=3525.143 CT =3534.194 0+400 CSR=3527.714 CT =3525.512 0+450 CSR=3530.286 CT =3535.110 0+500 CSR=3532.857 CT =3544.586 0+600 CSR=3538.00 CT =3536.984 0+650 CSR=3539.500 CT =3530.490 0+700 CSR=3541.000 CT =3537.187 0+750 CSR=3542.500 CT =3538.000 0+800 CSR=3544.000 CT =3540.472 0+850 CSR=3547.053 CT =3545.356 0+900 CSR=3550.106 CT =3535.290 0+950 CSR=3553.158 CT =3556.827 1+000 CSR=3556.211 CT =3556.211 PLANO N° : PLANO: DOCENTE: UBICACION: Ing. José Torres Tafur MINISTERIO DE TRANSPORTES Y COMUNICACIONES DIRECCION GENERAL DE CAMINOS DIRECCIONES DE CARRETAS – LA LIBERTAD GOBIERNO REGIONAL – LA LIBERTAD ALUMNO: REALIZACIÓN DE LA CARRETERA SAUCE – BELLAVISTA KM 00.000 – 01.000 PERFIL LONGITUDINAL DEFINITIVO KM. 00+00 – KM. 01+000 INDICADAS JUNIO – 2009 P.L. ESCALA : FECHA : P = 7.50 % L = 200 m P = 6.82 % L = 220 m P = 2.92 % L = 240 m 0+900 0+800 0+700 0+600 0+500 0+400 0+300 0+200 0+100 LONGITUD Y PENDIENTE KILOMETRAJE COTA DE TERRENO COTA DE SUBRASANTE Km 01 + 00 00 + 00 Km GUZMAN HIDALGO CARLOS COTAS Escala: 1/200 DISTANCIAS Escala: 1/2000 CERCO EJE DE LA CARRETERA SUBRASANTE LEYENDA CURVAS DE NIVEL Nº 3520 3510 3530 PLANTA ESC. 1/2000 100 50 Km Km 3540 3530 3520 3500 3550 3560 9245,500 9245,600 9245,400 9245,300 626,000 625,900 625,800 625,700 625,600 625,500 625,400 625,300 9245,500 9245,400 9245,500 625,500 625,800 625,700 – – 3540 3510 \C7;ELEMENTO \C7;CORRDENADAS \C7;PROGRESIVA \c16777215;ESTE NORTE PC1 325430.9595 9245406.2990 KM 00+06+3.69 PI1 325455.0810 9245431.2160 KM 00+08+18.37 PT1 325485.3211 9245414.2384 KM 00+12+2.78 PC2 625544.4240 9245381.0552 KM 00+18+10.56 PI2 625583.9680 9245358.8540 KM 00+22+15.91 PT2 625595.4236 9245402.7333 KM 00+24+14.51 PC3 625614.2573 924490.8743 KM 00+32+9.07 PI3 625630.4770 924553.0020 KM 00+38+13.28 PT3 625691.3654 924532.6175 KM 00+42+7.38 PC4 625820.4738 9245473.3922 KM 00+56+3.54 PI4 625847.1960 9245464.4460 KM 00+58+11.72 PT4 625853.3829 9245436.9535 KM 00+60+14.86 PC5 625875.0721 9245340.5721 KM 00+70+13.65 PI5 625883.8540 9245301.5480 KM 00+74+13.65 PT5 625922.8781 9245310.330 KM 00+76+16.48 PC6 625922.8597 9245310.3254 KM 00+76+16.47 PI6 625963.1130 9245319.3840 KM 00+80+17.72 PT6 625952.8133 9245359.3378 KM 00+84+0.54 PIv1 PIv2 PIv3 PIv4 3518.000 3520.797 3521.412 3521.496 3520.908 3519.663 3518.000 3517.307 3516.863 3518.519 3521.753 3525.376 3531.006 3534.139 3536.246 3532.000 3530.897 3533.384 3533.692 3534.377 3532.094 3530.210 3525.813 3521.317 3521.253 3527.316 3531.497 3535.458 3540.331 3542.776 3544.720 3542.936 3541.047 3538.460 3535.797 3537.750 3538.587 3530.987 3525.414 3526.842 3529.423 3530.000 3528.199 3526.387 3525.319 3525.706 3529.273 3533.284 3537.779 3542.960 3548.978 3553.675 3557.203 3558.188 3556.421 3554.562 3551.438 3550.000 3554.255 3556.517 3554.675 3558.341 3563.312 3562.805 3561.169 3518.000 3517.917 3517.833 3517.750 3517.667 3517.583 3517.500 3517.417 3517.333 3517.250 3517.167 3517.083 3517.000 3517.292 3517.583 3517.875 3518.167 3518.458 3518.750 3519.042 3519.333 3519.625 3519.917 3520.208 3520.500 3520.792 3521.083 3521.375 3521.667 3521.958 3522.250 3522.542 3522.833 3523.125 3523.417 3523.708 3524.000 3524.045 3524.091 3524.136 3524.182 3524.227 3524.273 3524.318 3524.364 3524.409 3524.455 3524.500 3524.545 3524.591 3524.636 3524.682 3524.727 3524.773 3524.818 3524.864 3524.909 3524.955 3525.000 3525.682 3526.364 3527.045 3527.727 3528.409 3529.091 3529.773 3530.455 3531.136 3531.818 3532.500 3533.182 3533.864 3534.545 3535.227 3535.909 3536.591 3537.273 3537.955 3538.636 3539.318 3540.000 3540.750 3541.500 3542.250 3543.000 3543.750 3544.500 3545.250 3546.000 3546.750 3547.500 3548.250 3549.000 3549.750 3550.500 3551.250 3552.000 3552.750 3553.500 3554.250 3555.000 3518.000 3520.797 3521.412 3521.496 3522.241 3523.418 3517.898 3516.861 3518.465 3521.702 3525.336 3528.779 3530.831 3530.473 3530.378 3532.631 3533.557 3534.190 3532.994 3530.275 3525.512 3526.283 3533.740 3536.598 3541.816 3544.586 3543.778 3541.480 3539.449 3536.179 3536.984 3538.994 3534.471 3526.000 3532.748 3537.187 3536.000 3536.753 3538.171 3538.869 3540.472 3541.011 3544.914 3545.135 3548.882 3554.290 3557.359 3557.125 3556.477 3556.194 3556.211 5 5 5 5 5 5 5 5 5 5 5 ALTURA DE CORTE ALTURA DE RELLENO 0.000 2.964 3.745 3.996 3.575 2.413 0.833 0.223 0.428 0.644 3.295 6.335 11.381 14.223 16.038 11.500 10.105 12.009 11.733 11.836 8.969 6.793 2.105 2.683 2.793 3.225 7.360 11.276 16.104 18.503 20.356 18.481 16.501 13.823 11.070 12.931 13.678 5.987 0.268 0.479 2.378 1.591 1.574 4.749 7.181 8.158 5.955 2.626 1.188 5.687 11.023 15.039 17.885 18.188 15.671 13.062 8.438 5.500 8.255 9.017 5.675 7.841 11.312 9.305 6.169 0.000 P = 0.45 % L = 220 m P = -0.83 % L = 120 m ALINEAMIENTO R45 R35 R60 R50 R40 AR=4.10 AC =10.45 CSR=3517.833 CT =3520.797 AR=5.46 AC =14.27 CSR=3517.667 CT =3521.412 AR=5.77 AC =13.61 CSR=3517.500 CT =3521.496 AR=7.71 AC =14.53 0+130 CSR=3517.292 CT =3516.863 AR=4.93 AC =11.68 0+150 CSR=3517.875 CT =3518.519 AR=7.97 AC =12.43 0+170 CSR=3518.458 CT =3521.753 AR=2.46 AC =13.37 0+190 CSR=3519.042 CT =3525.376 AR=0.71 AC =19.1 0+270 CSR=3521.375 CT =3533.384 AR=1.19 AC =21.91 0+290 CSR=3521.958 CT =3533.692 AR=1.91 AC =24.04 0+310 CSR=3522.542 CT =3534.377 AR=4.98 AC =22.08 0+250 CSR=3520.792 CT =3530.897 AR=12.38 AC =27.20 0+370 CSR=3524.045 CT =3521.253 AR=0 AC =8.38 PLANO N° : PLANO: DOCENTE: UBICACION: Ing. José Torres Tafur Nº MINISTERIO DE TRANSPORTES Y COMUNICACIONES DIRECCION GENERAL DE CAMINOS DIRECCIONES DE CARRETAS – LA LIBERTAD GOBIERNO REGIONAL – LA LIBERTAD ALUMNO: REALIZACIÓN DE LA CARRETERA SAUCE – BELLAVISTA KM 00.000 – 01.000 SECCCIONES TRANVERSALES DEFINITIVO KM. 00+00 – KM. final 1:200 JULIO – 2009 S.T ESCALA : FECHA : GUZMAN HIDALGO CARLOS 0+500 0+400 0+300 0+200 0+100 KILOMETRAJE 00 + 00 Km 0+020 0+040 0+060 0+080 0+090 0+100 0+110 CSR=3517.333 CT =3520.908 AR=0.94 AC =12.12 CSR=3517.250 CT =3519.663 AR=1.77 AC =10.57 CSR=3517.167 CT =3518.00 AR=0.77 AC =9.59 CSR=3517.083 CT =3517.307 AR=0.55 AC =7.82 0+210 CSR=3519.625 CT =3531.006 AR=5.49 AC =24.04 0+220 CSR=3519.917 CT =3534.139 AR=2.6 AC =22.46 0+230 CSR=3520.208 CT =3536.546 AR=9.28 AC =21.86 0+240 CSR=3520.50 CT =3532.00 AR=8.82 AC =24.93 0+330 CSR=3523.125 CT =3532.094 AR=0.96 AC =22.42 0+340 CSR=3523.417 CT =3530.210 AR=4.13 AC =14.35 0+350 CSR=3523.708 CT =3525.813 AR=3.84 AC =14.47 0+360 CSR=3524.000 CT =3521.317 AR=4.39 AC =7.40 0+380 CSR=3524.091 CT =3527.316 AR=0 AC =13.25 0+390 CSR=3524.136 CT =3531.497 AR=0 AC =19.27 0+400 CSR=3524.182 CT =3535.458 AR=0 AC =26.89 0+410 CSR=3524.227 CT =3540.331 AR=0 AC =30.02 0+420 CSR=3524.273 CT =3542.776 AR=0 AC =38.29 0+440 CSR=3524.364 CT =3544.720 AR=0 AC =25.98 0+460 CSR=3524.445 CT =3542.936 AR=0 AC =26.52 0+480 CSR=3524.545 CT =3541.047 L C L C L C AR=0 AC =22.95 CSR=3524.636 CT =3538.460 AR=0 AC =20.67 CSR=3524.727 CT =3535.797 AR=0.01 AC =21.03 CSR=3524.818 CT =3537.750 AR=0 AC =23.74 0+610 CSR=3527.045 CT =3529.423 AR=5.07 AC =15.00 0+630 CSR=3528.409 CT =3530.00 AR=7.31 AC =12.81 0+650 CSR=3529.773 CT =3528.199 AR=5.70 AC =8.01 0+670 CSR=3531.136 CT =3526.387 AR=6.31 AC =6.97 0+760 CSR=3537.273 CT =3542.960 AR=1.08 AC =9.19 0+770 CSR=3537.955 CT =3548.978 AR=0 AC =17.68 0+780 CSR=3538.636 CT =3553.675 AR=0 AC =23.41 0+750 CSR=3536.591 CT =3537.779 AR=7.50 AC =7.15 0+840 CSR=3543.000 CT =3551.438 AR=0.04 AC =13.20 0+500 0+520 0+540 0+560 0+580 0+590 0+600 CSR=3524.909 CT =3538.587 AR=0 AC =20.41 CSR=3525.000 CT =3530.987 AR=0 AC =10.63 CSR=3525.682 CT =3524.414 AR=0.77 AC =1.19 CSR=3526.364 CT =3526.842 AR=3.56 AC =8.38 0+690 CSR=3532.500 CT =3525.319 AR=8.52 AC =4.65 0+710 CSR=3533.864 CT =3525.706 AR=8.29 AC =3.97 0+730 CSR=3535.227 CT =3529.273 AR=16.92 AC =9.48 0+740 CSR=3535.909 CT =3533.284 AR=10.97 AC =7.68 0+790 CSR=3539.318 CT =3557.203 AR=0 AC =29.26 0+800 CSR=3540.000 CT =3558.188 AR=0 AC =27.78 0+810 CSR=3540.750 CT =3556.421 AR=0 AC =25.48 0+820 CSR=3541.500 CT =3554.562 AR=0 AC =19.12 0+860 CSR=3544.500 CT =3550.000 AR=0.52 AC =12.41 0+880 CSR=3546.000 CT =3554.255 AR=1.93 AC =15.67 0+900 CSR=3547.500 CT =3556.517 AR=0.88 AC =14.56 0+920 CSR=3549.00 CT =3554.675 AR=0.62 AC =13.09 0+940 CSR=3550.500 CT =3558.341 AR=0 AC =12.93 0+960 CSR=3552.000 CT =3563.312 AR=0 AC =18.05 0+980 CSR=3553.500 CT =3562.805 AR=0.62 AC =17.05 1+000 CSR=3555.000 CT =3561.169 AR=4.54 AC =15.88 S.A=1.64 P%8.77 S.A=1.64 P%8.77 S.A=1.64 P%8.77 S.A=1.64 P%8.77 S.A=2.05 P%11.28 S.A=2.05 P%11.28 S.A=2.05 P%11.28 S.A=2.05 P%11.28 S.A=2.05 P%11.28 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.28 P%6.58 S.A=1.50 P%7.89 S.A=1.50 P%7.89 S.A=1.50 P%7.89 S.A=1.50 P%7.89 S.A=1.82 P%9.87 S.A=1.82 P%9.87 S.A=1.82 P%9.87 S.A=1.82 P%9.87 S.A=1.82 P%9.87 S.A=1.82 P%9.87 S.A=1.82 P%9.87 S.A=1.82 P%9.87 S.A=1.82 P%9.87 S.A=1.82 P%9.87 PLANO N° : PLANO: DOCENTE: UBICACION: Ing. José Torres Tafur Nº MINISTERIO DE TRANSPORTES Y COMUNICACIONES DIRECCION GENERAL DE CAMINOS DIRECCIONES DE CARRETAS – LA LIBERTAD GOBIERNO REGIONAL – LA LIBERTAD ALUMNO: REALIZACIÓN DE LA CARRETERA SAUCE – BELLAVISTA KM 00.000 – 01.000 KM. 00+00 – KM. final 1:200 JULIO – 2009 S.T ESCALA : FECHA : GUZMAN HIDALGO CARLOS 0+900 0+800 0+700 KILOMETRAJE Km 01 + 00 0 + 600 Km L C L C L C L C L C L C Km 0 + 600 SECCCIONES TRANVERSALES DEFINITIVO ESTUDIO PRELIMINAR ESTUDIO DEFINITIVO