Highway – Project DWG Full Project for AutoCAD

Highway – Project – Widening of road – Details

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

low road, speed, entrance, exit, c r or q u i s, material: hydraulic concrete, loc., wall, shoe, num., diam., vars., l. total, weight kg., economic kitchen, house room, accessory, health center, house of materials, house habiracion, micelle, tortilleria, house room, equal cuaota, taxco fee, acapulco fee, zoo, pedestrian bridge, amacuzac, mexico, amacuzac, cuernavaca, cuernavaca, bridge of ixtla, taxco, acapulco, amacuzac, acapulco, destination information, reflective film type b, reflective white characters, school, curve, t-junction, reflective green background, information, observations, quantity, letters , series, legend, cm., dimensions, name, vertical, height, typographical, symbol, classification, summary of signaling, to amacuzac, to chilpancingo, to cuernavaca, right of way, fence, simbology, fiber optic pole, post of telmex, axis of line, utm coordinates, number of curves, mileage, ordinary level curve, cfe pole, free acapulco, high next, taxco, forbidden to exceed, equals quota, fo matte white, black characters, general informative, mileage with route, minimum, shoulder, crown, sidewalk, in section, in terraplen, in urban area, lateral distance and vertical pointing height, model and dimensions of arrows, in the pavement for speeds, model and dimensions of arrows on the pavement, vialetas on the pavement, white, arrows, color, see model and dim., markings, horizontal marking, stripe line separators, continuous, double continuous central stripe, yellow, two faces reflective, pcs., a reflecting face, horizontal pointing, stripe on the edge of the road, stripes with logarithmic spacing, separation between lines with spreading, number of lines required, note :, vertical and horizontal pointing, horizontal and vertical signaling roads, and urban roads and current regulations of the sct:, execution of signage projects, horizontal signage design, design of preventive signals , design of restrictive signs, design of informative signs, design of tourism and service signs, design of various signs, design of support structures for vertical signs, presentation of the project of signage, paintings for horizontal signage, paintings for vertical signage, project of signage and safety devices, on streets and roads, signaling, logarithmic project, vo.bo., date:, bernardo adame n., project:, highway: cuernavaca – chilpancingo., origin: morelos, project of junction, section type, detail of the existing pavement structure, in right and left extensions, subgrade, hydraulic base, embankment body, type sections and structure detail without scale, pavement structure, folder, box cut, natural terrain, right extension, lim. right of way, project axis, kph, project data, maximum slope, project speed, governor slope, roadway width, road type, maximum curvature, crown width, pavement thickness, left extension, main axis, center curve, est, bearing, distance, coordinates, side, constructiondeck

Raw text data extracted from CAD file:

10°17’30” 4,92 5 13+200.000 13+220.000 13+240.000 13+260.000 13+280.000 13+300.000 13+320.000 13+340.000 13+360.000 13+380.000 13+400.000 13+420.000 13+440.000 13+460.000 13+480.000 13+500.000 13+520.000 13+540.000 13+560.000 13+580.000 13+600.000 13+620.000 13+640.000 13+660.000 13+680.000 13+700.000 13+720.000 13+740.000 13+760.000 13+780.000 13+800.000 13+820.000 13+840.000 13+860.000 13+880.000 13+900.000 13+180.000 13+160.000 13+140.000 13+120.000 13+100.000 0+000.000 0+020.000 0+040.000 0+060.000 0+080.000 0+100.000 0+120.000 0+140.000 0+160.000 0+180.000 0+200.000 0+220.000 0+240.000 CUAHUCHICHINOLA\Ftxt.shx|c0; 200 CAMINO DE BAJA VELOCIDAD km/h 40 SIG-6 SR-9 SIT-11 SID-8 5 D = 10°17’30.00″ der ST = 54.280 PI = 0+087.287 Gc = 1°54’4.16″ Lc = 108.267 Rc = 602.747 Sc = 10.00% Ac = 0.40 Le entrada = 25 Le salida = 25 PC=0+033.008 PT=0+141.275 PC=0+033.008 25 = Le salida 25 = Le entrada 0.40 = Ac 10.00% = Sc 602.747 = Rc 108.267 = Lc 1°54’4.16″ = Gc 0+087.287 = PI 54.280 = ST 10°17’30.00″ der = D PT=0+141.275 D = 27°49’0.00″ izq ST = 9.459 PI = 2+021.731 Gc = 30°0’0.00″ Lc = 18.544 Rc = 38.197 Sc = 10.00% Ac = 1.90 Le entrada = 40 Le salida = 40 PC=2+012.273 PT=0+082.544 18 26 Esp de 22 = 572 Vars #6C (C) 160 7.5 6 7.5 60 50 29 Esp de 22 = 638 Vars #6C (C) 545 60 80 20 5 18 18 15de17 = 255 Vars #6C -1.917206941516866 -1.917206941516866 -1.917206941516866 TRAMO: CUERNAVACA- LIMI. EDOS. MOR/GRO. CARRETERA: CUERNAVACA- CHILPANCINGO (FEDERAL) VALIDO PARA LOS TRAMOS: KM 45+711.15 AL 45+759.05 LISTA DE VARILLAS (POR METR0) C r o q u i s PARA he = 3.00 A 4.00 m MATERIAL: CONCRETO HIDRAULICO MUROS DE CONTENCION (ARMADO) -1.917206941516866 Loc. MURO ZAPATA b 706 5 6C B G F C E D 6C 8C 5 32 6C 8C 6C 65 6 6 130 100 100 330 316 b c Num. Diam. Vars. A 8C 5 L. Total 632 c -1.917206941516866 -1.917206941516866 -1.917206941516866 -1.917206941516866 -1.917206941516866 -1.917206941516866 Vars #8C @ 24 (G) -1.917206941516866 Vars #6C @ 22 (B) -1.917206941516866 -1.917206941516866 Peso Kg. ESCALA 1 : 50 10 24 672 TOTAL (POR METRO) a c b 30 30 24 88 100 100 246 248 12 12 10 -1.917206941516866 -1.917206941516866 a b 30 a 590 12 c 79 571 26 72 79 43 146 126 -1.917206941516866 Vars #6C @ 17 (F) Vars #8C @ 17 (E) Vars #6C @ 17 (D) Vars #8C @ 24 (A) -1.917206941516866 D = 76°57’21.47″ der ST = 20.665 PI = 0+066.403 Gc = 44°4’25.85″ Lc = 34.921 Rc = 26.000 Sc = 7.30% Ac = 0.01 Le entrada = 11 Le salida = 11 D = 103°11’24.11″ izq ST = 24.092 PI = 0+073.783 Gc = 60°0’0.00″ Lc = 34.397 Rc = 19.099 Sc = 8.70% Ac Le entrada Le salida 11 = 11 = 2.10 = 36,40 19,24 36,56 3.30 3.30 3.30 3.30 9.90 6.60 5 5 5 Y=300 Y=400 Y=500 Y=600 Cocina economica Casa Habitacion Casa Habitacion Casa Habitacion Accesoria Casa Habitacion Casa Habitacion Casa Habitacion Centro de Salud Casa Habitacion Casa Habitacion Casa Habitacion Casa de materiales Casa Habiracion Micelanea Tortilleria Accesoria Casa Habitacin Casa Habitacin Casa Habitacin Casa Habitacin Casa Habitacin Micelanea Accesoria 45+300.000 45+320.000 45+340.000 45+360.000 45+380.000 45+400.000 45+420.000 45+440.000 45+460.000 45+480.000 45+500.000 45+520.000 45+540.000 45+560.000 45+580.000 45+600.000 45+620.000 45+640.000 45+660.000 45+680.000 45+700.000 45+720.000 45+740.000 45+760.000 45+780.000 45+800.000 45+820.000 45+840.000 45+860.000 45+880.000 45+900.000 45+920.000 45+940.000 45+960.000 45+980.000 46+000.000 46+020.000 46+040.000 46+060.000 46+080.000 46+100.000 46+120.000 46+140.000 46+160.000 46+180.000 46+200.000 46+220.000 0+000.000 0+020.000 0+040.000 0+060.000 0+080.000 0+100.000 0+120.000 0+140.000 0+160.000 0+180.000 0+200.000 IGUALA Cuaota 95 SID-10 TAXCO Cuota 95 95 ACAPULCO Cuota ZOOLOGICO PUENTE PEATONAL AMACUZAC SIG-6 SP-12 SP-6 95 MEXICO km 000 000 1 1 000 000 km MEXICO 95 SP-12 SP-31 A M A C U Z A C C U E R N A V A C A CUERNAVACA 95 95 PUENTE DE IXTLA SID-10 95 AMACUZAC 95 95 C U E R N A V A C A 95 T A X C O 95 A C A P U L C O C U E R N A V A C A 95 95 A M A C U Z A C A C A P U L C O 95 A C A P U L C O 95 SID-10 T A X C O 95 95 A M A C U Z A C SP-6 1 ACAPULCO 2 AMACUZAC 2 25 1.22 X 3.66 INFORMACION DE DESTINO SID – 13 PELICULA REFLEJANTE TIPO B CARÁCTERES BLANCO REFLEJANTE 2 – – 71 X 71 ESCOLARES SP – 33 2 – – 71 X 71 CURVA SP – 6 ENTRONQUE EN T PELICULA REFLEJANTE TIPO B CARÁCTERES BLANCO REFLEJANTE FONDO VERDE REFLEJANTE INFORMATIVAS 20 30 X 178 SI – 9 2 – – 71 X 71 SP – 6 OBSERVACIONES CANTIDAD LETRAS SERIE L E Y E N D A cm. DIMENSIONES NOMBRE SEÑALAMIENTO VERTICAL ALTURA TIPOGRAFICA SIMBOLO CLASIFICACION CUERNAVACA 1 RESUMEN DE SEÑALAMIENTO A AMACUZAC A CHILPANCINGO A CUERNAVACA DERECHO DE VIA CERCA SIMBOLOGIA POSTE DE FIBRA OPTICA POSTE DE TELMEX EJE DE TRAZO km 42 Y=7650 X=8150 39 COORDENADAS U.T.M. NUMERO DE CURVAS KILOMETRAJE CURVA DE NIVEL ORDINARIA CURVA DE NIVEL MAESTRA A CADA 5 MTS. SID-9 POSTE DE C.F.E. T A X C O 95 SID-10 ACAPULCO Libre 95 95 CUERNAVACA ALTO PROXIMO SP – 31 71 X 71 – – 1 TAXCO 1 1 1 TAXCO 1 AMACUZAC SI – 10 30 X 178 20 INFORMATIVAS FONDO VERDE REFLEJANTE CARÁCTERES BLANCO REFLEJANTE PELICULA REFLEJANTE TIPO B 1 1 SR – 18 PROHIBIDO REBASAR 71 X 71 – – 2 2 2 PELICULA REFLEJANTE TIPO B CARÁCTERES BLANCO REFLEJANTE FONDO VERDE REFLEJANTE 20 CUERNAVACA 1 ACAPULCO Libre 2 3 PUENTE DE IXTLA 1 CUERNAVACA 20 FONDO VERDE REFLEJANTE CARÁCTERES BLANCO REFLEJANTE PELICULA REFLEJANTE TIPO B 3 3 CARÁCTERES BLANCO REFLEJANTE PELICULA REFLEJANTE TIPO B SID – 13 INFORMACION DE DESTINO 1.22 X 3.66 25 1 CUERNAVACA 1 AMACUZAC 1 CARÁCTERES BLANCO REFLEJANTE PELICULA REFLEJANTE TIPO B SID – 13 INFORMACION DE DESTINO 1.22 X 3.66 25 3 CUERNAVACA 3 ACAPULCO 1 SI – 10 SI – 10 INFORMATIVAS 30 X 178 INFORMATIVAS 30 X 178 30 X 178 INFORMATIVAS SI – 10 4 4 PELICULA REFLEJANTE TIPO B CARÁCTERES BLANCO REFLEJANTE FONDO VERDE REFLEJANTE 20 ACAPULCO Cuota 1 TAXCO Cuota 4 ACAPULCO TAXCO AMACUZAC IGUALA Cuota AMACUZAC 1 PUENTE PEATONAL 20 FONDO BLANCO MATE CARÁCTERES NEGRO 1 SIG – 16 INFORMATIVA GENERAL 2.38 X .86 1.20 X .30 KILOMETRAJE CON RUTA SII – 14 1 CARÁCTERES NEGRO FONDO BLANCO MATE 20 RUTA 95 1 KM. 46 0.50 m MINIMO 1.50 m HOMBRO 1.00 m CORONA MINIMO 0.50 m 1.50 m CORONA HOMBRO 0.30 m MINIMO 2.00 m BANQUETA CORONA MINIMO 0.50 m 1.50 m HOMBRO 1.00 m CORONA 1.50 m CORONA HOMBRO MINIMO 0.50 m 1.00 m MINIMO 0.50 m 1.50 m 1.00 m CORONA HOMBRO MINIMO 0.50 m 1.50 m 1.00 m CORONA HOMBRO 1.50 m 0.50 m MINIMO CORONA 1.50 m HOMBRO MINIMO 0.30 m CORONA HOMBRO MINIMO 0.30 m 0.50 m MINIMO 2.00 m BANQUETA 2.00 m BANQUETA CORONA CORONA 0.50 m MINIMO 1.50 m CORONA MINIMO 0.50 m CORONA 1.50 m HOMBRO MINIMO 0.30 m HOMBRO MINIMO 0.30 m BANQUETA 2.00 m BANQUETA CORONA CORONA 2.00 m EN CORTE EN TERRAPLEN EN ZONA URBANA CORONA BANQUETA MINIMO 0.30 m CORONA HOMBRO CORONA HOMBRO 1.00 m MINIMO 0.50 m MINIMO 0.50 m 5.50 m MINIMO 5.50 m MINIMO 5.50 m MINIMO DISTANCIA LATERAL Y ALTURA DE SEÑALAMIENTO VERTICAL MODELO Y DIMENSIONES DE FLECHAS EN EL PAVIMENTO PARA VELOCIDADES MAYORES DE 60 km/h 1.00 0.40 0.20 3.00 7.50 4.50 45° 0.80 0.75 0.40 1.20 0.75 0.20 1.30 2.05 3.90 7.50 0.20 3.00 0.40 45° 1.5 2.3 0.7 0.80 0.75 0.75 1.20 0.40 1.30 1.30 1.00 45° 0.75 \A1;1.50 \A1;45° \A1;0.75 \A1;0.80 \A1;0.50 \A1;2.05 \A1;0.30 \A1;0.71 \A1;1.00 \A1;0.30 \A1;0.70 \A1;2.50 \A1;0.15 \A1;0.15 \A1;0.35 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.30 \A1;1.00 \A1;0.71 \A1;0.70 \A1;0.50 \A1;1.60 \A1;45° \A1;0.80 \A1;2.05 \A1;0.75 0.15 \A1;2.95 \A1;5.00 \A1;0.30 \A1;0.30. EN EL PAVIMENTO PARA VELOCIDADES MODELO Y DIMENSIONES DE FLECHAS IGUAL O MENORES DE 60 km/h MODELO Y DIMENSIONES DE FLECHAS EN EL PAVIMENTO OBSERVACIONES Símbolos para regular el uso de carriles (FLECHAS) Vialetas sobre el pavimento DH-1 M-14 CLASIFICACION NOMBRE BLANCO de flechas COLOR Ver modelo y Dim. DIMENSIONES 42 CANTIDAD M A R C A S SEÑALAMIENTO HORIZONTAL M-7 Raya separadoras de carriles, continua M-6 Raya central doble continua 1,291.76 m AMARILLA 15 cm dos caras reflejantes Vialetas sobre M-6 DH-1.1 10 X 10 cm 27 pzas. una cara reflejante Vialetas sobre M-7 DH-1.2 BLANCO 10 X 10 cm 43 pzas. una cara reflejante Vialetas sobre M-3 DH-1.3 BLANCO 10 X 10 cm 73 pzas. SEÑALAMIENTO HORIZONTAL DH-1 DOBLE CARA BLANCA A CADA 20m M-6 BLANCA DE 10cm DE ANCHO M-3 BLANCA DE 15cm DE ANCHO DH-1 UNA CARA BLANCA A CADA 20m 10 cm C/U BLANCO 796.48 m M-3 Raya en la orilla de calzada < de 60 km/h M-15 Rayas con espaciamiento logaritmico < de 40/26 km/h Ver tabla 1 BLANCO 2 SEPARACION ENTRE RAYAS CON ESPARCIMIENTO 30/20 20/13 40/26 50/32 60/38 70/44 80/51 Diferencia de velocidades (Km/h) Número de lineas requeridas 15.25 11.75 9.55 8.05 6.95 6.10 5.50 4.95 4.50 4.15 3.85 3.55 15.25 12.55 10.70 9.30 8.25 7.40 6.70 6.10 5.65 5.25 4.85 4.55 4.30 4.05 3.85 3.65 3.45 3.30 3.15 15.25 13.10 11.50 10.25 9.25 8.40 7.70 7.15 6.60 6.20 5.80 5.45 5.15 4.90 4.65 4.45 4.25 4.05 3.90 3.75 3.60 3.45 3.30 3.20 3.10 15.25 13.50 12.05 10.90 10.00 9.20 8.50 7.95 7.40 7.00 6.60 6.25 5.90 5.60 5.35 5.10 4.90 4.70 4.50 4.35 4.20 4.05 3.90 3.75 3.65 3.55 3.45 3.35 3.25 3.15 3.10 BLANCO 15cm DE ANCHO M-7 BLANCA DE NOTA: EL SEÑALAMIENTO VERTICAL Y HORIZONTAL N-PRY-CAR-10-01-002/99 N-PRY-CAR-10-01-003/99 N-PRY-CAR-10-01-004/99 N-PRY-CAR-10-01-005/99 N-PRY-CAR-10-01-006/99 N-PRY-CAR-10-01-007/99 N-PRY-CAR-10-01-008/99 N-PRY-CAR-10-01-009/99 N-CMT-5-01-001/05 N-CMT-5-01-002/05 CUMPLE CON LA NORMA OFICIAL MEXICANA NOM-034-SCT2-2003 DE SEÑALAMIENTO HORIZONTAL Y VERTICAL DE CARRETERAS Y VIALIDADES URBANAS Y LA NORMATIVA VIGENTE DE LA SCT: EJECUCION DE PROYECTOS DE SEÑALAMIENTO DISEÑO DE SEÑALAMIENTO HORIZONTAL DISEÑO DE SEÑALES PREVENTIVAS DISEÑO DE SEÑALES RESTRICTIVAS DISEÑO DE SEÑALES INFORMATIVAS DISEÑO DE SEÑALES TURISTICAS Y DE SERVICIOS DISEÑO DE SEÑALES DIVERSAS DISEÑO DE ESTRUCTIRAS DE SOPORTE PARA SEÑALES VERTICALES PRESENTACION DEL PROYECTO DE SEÑALAMIENTO PINTURAS PARA SEÑALAMIENTO HORIZONTAL PINTURAS PARA SEÑALAMIENTO VERTICAL N-PRY-CAR-10-01-001/99 PROYECTO DE SEÑALAMIENTO Y DISPOSITIVOS DE SEGURIDAD EN CALLES Y CARRETERAS PROYECTO DE SEÑALAMIENTO 15cm DE ANCHO M-3 BLANCA DE BLANCA A CADA 20m DH-1 UNA CARA 10cm DE ANCHO M-6 BLANCA DE 15.25 13.70 12.50 11.45 10.60 9.80 9.15 8.60 8.10 7.65 7.25 6.90 6.55 6.25 6.00 5.75 5.50 5.30 5.10 4.90 4.75 4.60 4.45 4.30 4.20 4.10 4.00 3.90 3.80 3.70 3.60 3.50 3.40 3.30 3.20 3.10 3.05 3.25 3.30 3.35 3.45 3.55 3.65 3.75 3.85 3.95 4.05 4.15 4.25 4.35 4.50 4.65 4.80 4.95 5.10 5.25 5.40 5.60 5.80 6.05 6.30 6.55 6.80 7.80 8.20 8.65 9.15 9.70 10.30 11.05 11.85 12.80 13.90 15.25 7.45 7.10 3.20 3.15 3.10 3.05 2.95 3.00 3.05 3.10 7.55 7.90 15.25 14.05 13.05 12.15 11.40 10.70 10.10 9.60 9.10 8.65 8.25 7.25 7.00 6.75 6.50 6.25 6.05 5.85 5.65 5.50 5.35 5.20 5.05 4.90 4.75 4.65 4.55 4.45 4.35 4.25 4.15 4.05 3.95 3.85 3.75 3.20 3.15 3.65 3.55 3.45 3.40 3.35 3.30 3.25 LOGARITMICO 2,183.283 X=100 X=200 X=300 X=400 X=500 X=600 X=700 X=800 Y=600 Y=500 Y=400 Y=300 PLANO AM No. 4 Vo.Bo. Vo.Bo. Vo.Bo. FECHA : OCTUBRE 2007 BERNARDO ADAME N. PROYECTO : PROYECTO DE SEÑALAMIENTO CARRETERA: CUERNAVACA - CHILPANCINGO. ENTRONQUE "AMACUZAC" ESCALA 1:500 TRAMO: CUERNAVACA - LIM. EDOS. MOR/GRO. ORIGEN: MORELOS PROYECTO DE ENTRONQUE SECCION TIPO DETALLE DE LA ESTRUCTURA DE PAVIMENTO EXISTENTE CARPETA 5 cm EN AMPLIACIONES DERECHA E IZQUIERDA SUBRASANTE BASE HIDRAULICA CUERPO DE TERRAPLEN SECCIONES TIPO Y DETALLE DE ESTRUCTURA SIN ESCALA NOTA: CARPETA 10 cm BASE HIDRAULICA 30 cm SUBRASANTE - 40 cm ESTRUCTURA DE PAVIMENTO DETALLE DE LA CARPETA CORTE CAJA TERRENO NATURAL AMPLIACION DERECHA LIM. DERECHO DE VIA L C EJE DE PROYECTO DERECHO DE VIA= 20.00 m. DERECHO DE VIA= 20.00 m. LIM. DERECHO DE VIA D=0.30 6.60 9.90 3.30 3.30 3.30 3.30 5,875 Vhs. 4.00 80 0.10 17°00' 6.00 13.20 13.20 "B" % m KPH % DATOS DE PROYECTO PENDIENTE MAXIMA VELOCIDAD DE PROYECTO PENDIENTE GOBERNADORA ANCHO DE CALZADA o m m TRANSITO (DPA) CARRETERA TIPO CURVATURA MAXIMA ANCHO DE CORONA ESPESOR DE PAVIMENTO ANO 2012 A= 82% B=5.0% C2= 13.0% AMPLIACION IZQUIERDA EJE PRINCIPAL R=999.12 T.N.=999.07 -2.00% -2.00% 1.5:1 1.5:1 SUB.TAN.= 0.938 RADIO = 208.861 LONG. CURVA = 1.875 DELTA = 00°30'51.69" 453.8745 427.2725 81 CENTRO DE CURVA 662.6163 420.2216 82 1.875 S 01°40'38.72" W 82 80 SUB.TAN.= 0.938 RADIO = 246.836 LONG. CURVA = 1.875 DELTA = 00°26'6.82" 415.9110 428.2137 79 CENTRO DE CURVA 662.6712 422.0958 80 1.875 S 01°12'09.47" W 80 78 SUB.TAN.= 0.249 RADIO = 301.689 LONG. CURVA = 0.498 DELTA = 00°5'40.71" 361.0664 429.1567 77 CENTRO DE CURVA 662.7105 423.9704 78 0.498 S 00°56'15.71" W 78 76 SUB.TAN.= 0.736 RADIO = 23.327 LONG. CURVA = 1.472 DELTA = 03°36'52.52" 639.3914 424.3758 75 CENTRO DE CURVA 662.7187 424.4687 76 1.471 S 02°02'07.77" E 76 74 SUB.TAN.= 0.750 RADIO = 117.633 LONG. CURVA = 1.500 DELTA = 00°43'50.18" 545.2035 419.6072 73 CENTRO DE CURVA 662.6664 425.9391 74 1.500 S 03°27'03.17" E 74 72 SUB.TAN.= 0.750 RADIO = 106.429 LONG. CURVA = 1.500 DELTA = 00°48'27.06" 556.3829 420.3529 71 CENTRO DE CURVA 662.5761 427.4364 72 1.500 S 04°13'11.79" E 72 70 SUB.TAN.= 0.750 RADIO = 97.173 LONG. CURVA = 1.500 DELTA = 00°53'3.97" 565.6091 421.0991 69 CENTRO DE CURVA 662.4658 428.9323 70 1.500 S 05°03'57.31" E 70 68 SUB.TAN.= 0.750 RADIO = 89.397 LONG. CURVA = 1.500 DELTA = 00°57'40.91" 573.3492 421.8455 67 CENTRO DE CURVA 662.3333 430.4264 68 1.500 S 05°59'19.75" E 68 66 SUB.TAN.= 0.750 RADIO = 82.772 LONG. CURVA = 1.500 DELTA = 01°2'17.90" 579.9320 422.5920 65 CENTRO DE CURVA 662.1768 431.9182 66 1.500 S 06°59'19.15" E 66 64 SUB.TAN.= 0.750 RADIO = 77.059 LONG. CURVA = 1.500 DELTA = 01°6'54.97" 585.5956 423.3384 63 CENTRO DE CURVA 661.9943 433.4070 64 1.500 S 08°03'55.58" E 64 62 SUB.TAN.= 0.750 RADIO = 72.082 LONG. CURVA = 1.500 DELTA = 01°11'32.15" 590.5167 424.0847 61 CENTRO DE CURVA 661.7838 434.8921 62 1.500 S 09°13'09.13" E 62 60 SUB.TAN.= 0.750 RADIO = 67.705 LONG. CURVA = 1.500 DELTA = 01°16'9.52" 594.8292 424.8308 59 CENTRO DE CURVA 661.5435 436.3727 60 1.500 S 10°26'59.94" E 60 58 SUB.TAN.= 0.750 RADIO = 63.826 LONG. CURVA = 1.500 DELTA = 01°20'47.14" 598.6366 425.5767 57 CENTRO DE CURVA 661.2715 437.8477 58 1.500 S 11°45'28.25" E 58 56 SUB.TAN.= 0.750 RADIO = 60.361 LONG. CURVA = 1.500 DELTA = 01°25'25.15" 602.0201 426.3225 55 CENTRO DE CURVA 660.9659 439.3161 56 1.500 S 13°08'34.36" E 56 54 SUB.TAN.= 0.750 RADIO = 57.246 LONG. CURVA = 1.500 DELTA = 01°30'3.70" 605.0444 427.0684 53 CENTRO DE CURVA 660.6248 440.7766 54 1.500 S 14°36'18.74" E 54 52 SUB.TAN.= 1.475 RADIO = 55.898 LONG. CURVA = 2.948 DELTA = 03°1'19.63" 606.3430 427.4285 51 CENTRO DE CURVA 660.2467 442.2278 52 2.948 S 16°51'48.25" E 52 50 SUB.TAN.= 0.750 RADIO = 57.246 LONG. CURVA = 1.500 DELTA = 01°30'3.70" 605.0631 427.0069 49 CENTRO DE CURVA 659.3915 445.0491 50 1.500 S 19°07'17.76" E 50 48 SUB.TAN.= 0.750 RADIO = 60.361 LONG. CURVA = 1.500 DELTA = 01°25'25.15" 602.1336 425.9480 47 CENTRO DE CURVA 658.9002 446.4660 48 1.500 S 20°35'02.14" E 48 46 SUB.TAN.= 0.750 RADIO = 63.826 LONG. CURVA = 1.500 DELTA = 01°20'47.14" 598.9054 424.6897 45 CENTRO DE CURVA 658.3729 447.8700 46 1.500 S 21°58'08.25" E 46 44 SUB.TAN.= 0.750 RADIO = 67.705 LONG. CURVA = 1.500 DELTA = 01°16'9.52" 595.3247 423.1961 43 CENTRO DE CURVA 657.8118 449.2610 44 1.500 S 23°16'36.55" E 44 42 SUB.TAN.= 0.750 RADIO = 72.082 LONG. CURVA = 1.500 DELTA = 01°11'32.15" 591.3238 421.4222 41 CENTRO DE CURVA 657.2191 450.6388 42 1.500 S 24°30'27.37" E 42 40 SUB.TAN.= 0.750 RADIO = 77.059 LONG. CURVA = 1.500 DELTA = 01°6'54.97" 586.8166 419.3105 39 CENTRO DE CURVA 656.5969 452.0036 40 1.500 S 25°39'40.92" E 40 38 SUB.TAN.= 0.750 RADIO = 82.772 LONG. CURVA = 1.500 DELTA = 01°2'17.90" 581.6917 416.7867 37 CENTRO DE CURVA 655.9474 453.3556 38 1.500 S 26°44'17.35" E 38 36 SUB.TAN.= 0.750 RADIO = 89.397 LONG. CURVA = 1.500 DELTA = 00°57'40.91" 575.8023 413.7525 35 CENTRO DE CURVA 655.2725 454.6952 36 1.500 S 27°44'16.75" E 36 34 SUB.TAN.= 0.750 RADIO = 97.173 LONG. CURVA = 1.500 DELTA = 00°53'3.97" 568.9505 410.0757 33 CENTRO DE CURVA 654.5744 456.0228 34 1.500 S 28°39'39.19" E 34 32 SUB.TAN.= 0.750 RADIO = 106.429 LONG. CURVA = 1.500 DELTA = 00°48'27.06" 560.8629 405.5736 31 CENTRO DE CURVA 653.8550 457.3389 32 1.500 S 29°30'24.71" E 32 30 SUB.TAN.= 0.750 RADIO = 117.633 LONG. CURVA = 1.500 DELTA = 00°43'50.18" 551.1510 399.9866 29 CENTRO DE CURVA 653.1162 458.6444 30 1.500 S 30°16'33.32" E 30 28 SUB.TAN.= 0.750 RADIO = 131.474 LONG. CURVA = 1.500 DELTA = 00°39'13.30" 539.2433 392.9329 27 CENTRO DE CURVA 652.3599 459.9398 28 1.500 S 30°58'05.06" E 28 26 SUB.TAN.= 0.375 RADIO = 149.004 LONG. CURVA = 0.750 DELTA = 00°17'18.22" 524.2634 383.8268 25 CENTRO DE CURVA 651.5881 461.2260 26 0.750 S 31°26'20.82" E 26 24 651.1969 461.8658 24 13.058 S 33°42'55.04" E 24 23 643.9489 472.7276 23 20.000 S 33°42'55.04" E 23 22 632.8475 489.3637 22 20.372 S 33°42'55.04" E 22 21 621.5397 506.3092 21 19.628 S 33°50'32.95" E 21 20 610.6086 522.6117 20 8.325 S 33°44'58.06" E 20 19 SUB.TAN.= 26.926 RADIO = 82.761 LONG. CURVA = 52.065 DELTA = 36°2'40.12" 677.3624 571.4199 18 CENTRO DE CURVA 605.9833 529.5341 19 51.210 S 12°22'57.04" E 19 17 SUB.TAN.= 24.153 RADIO = 42.705 LONG. CURVA = 43.962 DELTA = 58°58'54.53" 637.3393 573.9591 16 CENTRO DE CURVA 595.0020 579.5531 17 42.046 S 37°01'04.01" W 17 15 SUB.TAN.= 9.649 RADIO = 83.106 LONG. CURVA = 19.212 DELTA = 13°14'42.73" 646.6312 534.2954 14 CENTRO DE CURVA 620.3165 613.1250 15 19.169 S 78°09'45.80" W 15 13 SUB.TAN.= 11.523 RADIO = 60.259 LONG. CURVA = 22.771 DELTA = 21°39'4.96" 642.8988 556.9190 12 CENTRO DE CURVA 639.0779 617.0572 13 22.636 N 82°48'35.21" W 13 11 SUB.TAN.= 43.845 RADIO = 78.259 LONG. CURVA = 79.931 DELTA = 58°31'10.87" 636.1374 540.2011 10 CENTRO DE CURVA 661.5360 614.2240 11 76.502 N 41°48'07.66" W 11 9 712.5288 557.1958 9 13.637 N 11°05'00.66" W 9 8 715.1504 543.8130 8 33.637 N 11°05'00.66" W 8 7 718.9952 524.1860 7 20.000 N 11°03'49.87" W 7 6 722.8333 504.5577 6 5.237 N 11°09'31.03" W 6 5 SUB.TAN.= 7.449 RADIO = 73.397 LONG. CURVA = 14.848 DELTA = 11°35'27.13" 794.6178 518.8770 4 CENTRO DE CURVA 723.8467 499.4201 5 14.823 N 21°10'04.05" W 5 3 SUB.TAN.= 21.129 RADIO = 53.461 LONG. CURVA = 40.243 DELTA = 43°7'46.54" 777.9938 507.4408 2 CENTRO DE CURVA 729.1992 485.5974 3 39.299 N 45°40'51.57" W 3 757.3163 458.1409 X Y PV EST V RUMBO DISTANCIA C O O R D E N A D A S LADO C U A D R O D E C O N S T R U C C I O N 82 84 S 02°13'52.86" W 1.875 84 418.3481 662.5433 CENTRO DE CURVA 83 426.3324 481.7072 DELTA = 00°35'36.58" LONG. CURVA = 1.875 RADIO = 181.012 SUB.TAN.= 0.938 84 86 S 02°51'51.88" W 1.875 86 416.4754 662.4496 CENTRO DE CURVA 85 425.3930 502.9828 DELTA = 00°40'21.46" LONG. CURVA = 1.875 RADIO = 159.716 SUB.TAN.= 0.938 86 88 S 03°34'35.78" W 1.875 88 414.6041 662.3326 CENTRO DE CURVA 87 424.4543 519.7698 DELTA = 00°45'6.36" LONG. CURVA = 1.875 RADIO = 142.903 SUB.TAN.= 0.938 88 90 S 04°22'04.60" W 1.875 90 412.7345 662.1898 CENTRO DE CURVA 89 423.5160 533.3487 DELTA = 00°49'51.27" LONG. CURVA = 1.875 RADIO = 129.291 SUB.TAN.= 0.938 90 92 S 05°14'18.33" W 1.875 92 410.8674 662.0186 CENTRO DE CURVA 91 422.5784 544.5543 DELTA = 00°54'36.20" LONG. CURVA = 1.875 RADIO = 118.047 SUB.TAN.= 0.938 92 94 S 06°11'17.01" W 1.875 94 409.0034 661.8165 CENTRO DE CURVA 93 421.6412 553.9543 DELTA = 00°59'21.17" LONG. CURVA = 1.875 RADIO = 108.600 SUB.TAN.= 0.938 94 96 S 07°13'00.68" W 1.875 96 407.1433 661.5810 CENTRO DE CURVA 95 420.7046 561.9480 DELTA = 01°4'6.19" LONG. CURVA = 1.875 RADIO = 100.552 SUB.TAN.= 0.938 96 98 S 08°19'29.43" W 1.875 98 405.2881 661.3095 CENTRO DE CURVA 97 419.7686 568.8248 DELTA = 01°8'51.31" LONG. CURVA = 1.875 RADIO = 93.611 SUB.TAN.= 0.938 98 100 S 09°30'43.34" W 1.875 100 403.4390 660.9997 CENTRO DE CURVA 99 418.8331 574.7993 DELTA = 01°13'36.55" LONG. CURVA = 1.875 RADIO = 87.564 SUB.TAN.= 0.938 100 102 S 45°00'04.43" W 97.067 102 334.8039 592.3617 CENTRO DE CURVA 101 418.3646 577.4396 DELTA = 69°44'51.14" LONG. CURVA = 103.330 RADIO = 84.883 SUB.TAN.= 59.157 102 104 S 80°29'25.52" W 1.875 104 334.4942 590.5125 CENTRO DE CURVA 103 421.0050 576.9712 DELTA = 01°13'36.55" LONG. CURVA = 1.875 RADIO = 87.564 SUB.TAN.= 0.938 104 106 S 81°40'39.43" W 1.875 106 334.2228 588.6573 CENTRO DE CURVA 105 426.9795 576.0360 DELTA = 01°8'51.31" LONG. CURVA = 1.875 RADIO = 93.611 SUB.TAN.= 0.938 106 108 S 82°47'08.18" W 1.875 108 333.9873 586.7972 CENTRO DE CURVA 107 433.8563 575.1003 DELTA = 01°4'6.19" LONG. CURVA = 1.875 RADIO = 100.552 SUB.TAN.= 0.938 108 110 S 83°48'51.85" W 1.875 110 333.7853 584.9332 CENTRO DE CURVA 109 441.8501 574.1641 DELTA = 00°59'21.17" LONG. CURVA = 1.875 RADIO = 108.600 SUB.TAN.= 0.938 110 112 S 84°45'50.53" W 1.875 112 333.6142 583.0661 CENTRO DE CURVA 111 451.2502 573.2273 DELTA = 00°54'36.20" LONG. CURVA = 1.875 RADIO = 118.047 SUB.TAN.= 0.938 112 114 S 85°38'04.26" W 1.875 114 333.4715 581.1965 CENTRO DE CURVA 113 462.4558 572.2901 DELTA = 00°49'51.27" LONG. CURVA = 1.875 RADIO = 129.291 SUB.TAN.= 0.938 114 116 S 86°08'40.23" W 0.472 116 333.4398 580.7260 CENTRO DE CURVA 115 476.0347 571.3525 DELTA = 00°11'20.66" LONG. CURVA = 0.472 RADIO = 142.903 SUB.TAN.= 0.236 116 118 S 87°08'04.90" W 1.001 118 333.3897 579.7260 CENTRO DE CURVA ? 1,272.1168 533.2433 DELTA = 00°3'39.73" LONG. CURVA = 1.001 RADIO = 939.877 SUB.TAN.= 0.501 118 120 S 87°21'20.57" W 3.750 120 333.2167 575.9800 CENTRO DE CURVA ? 896.6258 551.8364 DELTA = 00°22'51.62" LONG. CURVA = 3.750 RADIO = 563.926 SUB.TAN.= 1.875 120 122 S 87°48'46.52" W 3.750 122 333.0736 572.2328 CENTRO DE CURVA ? 735.6515 558.7346 DELTA = 00°32'0.27" LONG. CURVA = 3.750 RADIO = 402.804 SUB.TAN.= 1.875 122 124 S 88°25'21.11" W 3.750 124 332.9704 568.4842 CENTRO DE CURVA ? 646.1891 561.7342 DELTA = 00°41'8.92" LONG. CURVA = 3.750 RADIO = 313.291 SUB.TAN.= 1.875 124 126 S 89°11'04.37" W 3.750 126 332.9170 564.7346 CENTRO DE CURVA 125 589.2392 562.9615 DELTA = 00°50'17.58" LONG. CURVA = 3.750 RADIO = 256.328 SUB.TAN.= 1.875 126 128 N 89°54'03.71" W 3.750 128 332.9235 560.9847 CENTRO DE CURVA 127 549.8034 563.2343 DELTA = 00°59'26.26" LONG. CURVA = 3.750 RADIO = 216.892 SUB.TAN.= 1.875 128 130 N 88°50'03.10" W 3.750 130 332.9998 557.2355 CENTRO DE CURVA 129 520.8835 562.9343 DELTA = 01°8'34.97" LONG. CURVA = 3.750 RADIO = 187.970 SUB.TAN.= 1.875 130 132 N 88°13'49.32" W 0.132 132 333.0039 557.1031 CENTRO DE CURVA 131 509.2124 562.6135 DELTA = 00°2'34.99" LONG. CURVA = 0.132 RADIO = 176.295 SUB.TAN.= 0.066 132 134 N 87°37'35.54" W 3.750 134 333.1591 553.3564 CENTRO DE CURVA 133 520.8810 563.0138 DELTA = 01°8'34.97" LONG. CURVA = 3.750 RADIO = 187.970 SUB.TAN.= 1.875 134 136 N 86°33'34.93" W 3.750 136 333.3842 549.6132 CENTRO DE CURVA 135 549.7643 564.4997 DELTA = 00°59'26.26" LONG. CURVA = 3.750 RADIO = 216.892 SUB.TAN.= 1.875 136 138 N 85°38'43.01" W 3.750 138 333.6689 545.8741 CENTRO DE CURVA 137 589.1081 567.2064 DELTA = 00°50'17.58" LONG. CURVA = 3.750 RADIO = 256.328 SUB.TAN.= 1.875 138 140 N 84°52'59.76" W 3.750 140 334.0034 542.1391 CENTRO DE CURVA ? 645.8736 571.9471 DELTA = 00°41'8.92" LONG. CURVA = 3.750 RADIO = 313.291 SUB.TAN.= 1.875 140 142 N 84°16'25.16" W 3.750 142 334.3775 538.4078 CENTRO DE CURVA ? 734.9801 580.4637 DELTA = 00°32'0.27" LONG. CURVA = 3.750 RADIO = 402.804 SUB.TAN.= 1.875 142 144 N 83°48'59.21" W 3.750 144 334.7814 534.6796 CENTRO DE CURVA ? 895.2216 597.2861 DELTA = 00°22'51.62" LONG. CURVA = 3.750 RADIO = 563.926 SUB.TAN.= 1.875 144 146 N 83°30'41.92" W 3.750 146 335.2052 530.9536 CENTRO DE CURVA ? 1,268.8486 639.0238 DELTA = 00°13'42.97" LONG. CURVA = 3.750 RADIO = 939.877 SUB.TAN.= 1.875 146 148 N 83°21'33.27" W 3.750 148 335.6389 527.2288 CENTRO DE CURVA ? 3,136.1355 855.1640 DELTA = 00°4'34.32" LONG. CURVA = 3.750 RADIO = 2,819.632 SUB.TAN.= 1.875 148 149 N 83°20'01.83" W 7.500 149 336.5095 519.7795 149 150 N 83°20'01.83" W 0.298 150 336.5441 519.4839 150 151 N 83°30'09.13" W 10.000 151 337.6756 509.5481 151 152 N 83°17'30.00" W 20.000 152 340.0119 489.6850 152 153 N 83°17'30.00" W 20.000 153 342.3483 469.8220 153 154 N 83°17'30.00" W 20.000 154 344.6846 449.9589 154 155 N 83°17'30.00" W 20.000 155 347.0209 430.0958 155 156 N 83°17'30.00" W 20.000 156 349.3572 410.2327 156 157 N 83°17'30.00" W 20.000 157 351.6935 390.3697 157 158 N 83°17'30.00" W 20.000 158 354.0298 370.5066 158 159 N 83°17'30.00" W 20.000 159 356.3661 350.6435 159 160 N 83°12'29.43" W 20.000 160 358.7313 330.7839 160 161 N 82°50'29.75" W 20.000 161 361.2236 310.9398 161 162 N 82°44'26.39" W 19.980 162 363.7482 291.1204 162 163 N 81°00'31.64" W 20.000 163 366.8739 271.3661 163 164 N 79°20'35.74" W 20.000 164 370.5724 251.7111 L O N G I T U D = 9 2 0 . 0 0 0 m LADO EST PV RUMBO DISTANCIA V C O O R D E N A D A S Y X