Retaining Walls DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

wall type, iv wall, wall type iii, wall type ii, wall type, EC. san juan langa, p. of arq. enrique guerrero hernández, p. of arq. Adriana. romero arguelles., p. of arq. francisco espitia ramos, p. of arq. hugo suarez ramirez, p. of arq. enrique guerrero hernández, p. of arq. Adriana. romero arguelles., p. of arq. francisco espitia ramos, p. of arq. hugo suarez ramirez, p. of arq. enrique guerrero hernández, p. of arq. Adriana. romero arguelles., p. of arq. francisco espitia ramos, p. of arq. hugo suarez ramirez, p. of arq. enrique guerrero hernández, p. of arq. Adriana. romero arguelles., p. of arq. francisco espitia ramos, p. of arq. hugo suarez ramirez, p. of arq. enrique guerrero hernández, p. of arq. Adriana. romero arguelles., p. of arq. francisco espitia ramos, p. of arq. hugo suarez ramirez, p. of arq. enrique guerrero hernández, p. of arq. Adriana. romero arguelles., p. of arq. francisco espitia ramos, p. of arq. hugo suarez ramirez, existing housing, kind, type ii, scale, wall type, kind, type iii, scale, wall type ii, scale, wall type iii, scale, iv wall, type iv, scale, wall type, scale, wall type structure, scale, wall type ii structure, scale, wall type iii structure, scale, wall type iv structure, scale, wall type structure, note:, stirrups, rmax, detail of bending of stirrups in columns beams, standard hooks on corrugated iron rods, techniques, simplefold armoredf’c type f’c walls f’y cm cm not specified according to the national building, the reinforcing steel used in the form of beams of plates shall terminate in hooks which shall be housed in the concrete with the dimensions specified in the table shown., walls of, scale, wall type, kind, type iii, scale, wall type ii, scale, wall type iii, scale, iv wall, type iv, scale, wall type, type ii, kind, type iii, type iv, table of mov. of land, station, filling area, cutting area, vol. of filling, vol. cutting, vol. of filling ac., vol. cutting ac., table of mov. of land, station, filling area, cutting area, vol. of filling, vol. cutting, vol. of filling ac., vol. cutting ac., table of mov. of land, station, filling area, cutting area, vol. of filling, vol. cutting, vol. of filling ac., vol. cutting ac., table of mov. of land, station, filling area, cutting area, vol. of filling, vol. cutting, vol. of filling ac., vol. cutting ac., table of mov. of land, station, filling area, cutting area, vol. of filling, vol. cutting, vol. of filling ac., vol. cutting ac., wall type, iv wall, wall type iii, wall type ii, wall type, kilometers, ground, subgrade, change of slope is, elev, change of slope is, elev, pi:, EC. san juan langa, pi:, npt of sidewalk, npt of gravel road

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D N S E O NO SO NE SE J M D B 0.35 0.40 2.00 0.40 0.60 0.20 0.40 2.00 3.20 1.50 1.20 G 0.80 3.20 0.35 0.30 0.20 0.30 0.35 0.40 2.00 0.40 0.60 0.50 0.55 0.65 0.80 3.20 0.35 0.30 0.20 0.30 1.70 0.30 1.40 0.65 0.25 1.00 2.20 0.40 1.80 0.80 0.30 2.60 1.00 1.20 2.80 0.40 2.20 1.25 0.25 1.00 0.90 1.00 1.70 0.30 1.40 0.65 2.20 0.40 1.80 2.60 0.30 0.30 0.25 0.25 0.20 0.30 0.35 0.05 0.05 0.10 0.10 0.10 0.05 0.05 0.10 0.10 0.10 2.80 0.50 1.10 1.00 0.40 0.30 1.25 0.30 0.45 1.55 0.35 0.25 0.40 1.00 0.30 0.30 0.20 1.70 0.40 0.75 0.65 0.25 2.20 0.50 0.90 0.80 0.30 2.70 1.25 0.00 0.00 0.00 0.00 0.00 0.90 1.10 2.80 0.40 2.20 1.00 0.40 0.30 1.00 1.25 0.25 1.00 1.00 1.50 0.35 0.25 0.90 1.00 0.30 0.30 0.20 2.80 Muro Tipo V – h=3.20m Muro Tipo IV – h=2.60m Muro Tipo III – h=2.00m 13.50 9.00 7.00 Muro Tipo II – h=1.50m 4.00 Muro Tipo I – h=1.20m 7.70 3.00 0.40 2.80 0.40 2.80 0.40 0.40 3.00 3.00 3.00 2.80 0.40 4.50 1.70 0.30 1.70 0.30 1.25 0.25 1.00 0.20 1.00 0.20 1.00 0.20 3.00 3.00 4.00 3.00 1.70 2.20 2.20 0.40 3.00 3.00 2.20 0.40 0.50 13.50 9.00 7.00 4.00 7.70 \W1.20732; C.E. SAN JUAN LANGA P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. VIVIENDA EXISTENTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 h = 3.20 TIPO V h = 1.50 TIPO II 1/25 Escala MURO TIPO I h = 1.20 TIPO I h = 2.00 TIPO III 1/25 Escala MURO TIPO II 1/25 Escala MURO TIPO III 1/25 Escala MURO TIPO IV h = 2.60 TIPO IV 1/25 Escala MURO TIPO V 1/25 Escala MURO TIPO I – ESTRUCTURA 1/25 Escala MURO TIPO II – ESTRUCTURA 1/25 Escala MURO TIPO III – ESTRUCTURA 1/25 Escala MURO TIPO IV – ESTRUCTURA 1/25 Escala MURO TIPO V – ESTRUCTURA d 1/2″ @ 0.25 d 1/2″ @ 0.30 d 5/8″ @ 0.25 d 1/2″ @ 0.20 d 3/8″ @ 0.25 d 5/8″ @ 0.125 d 5/8″ @ 0.125 d 3/8″ @ 0.30 d 1/2″ @ 0.25 NOTA: ø 3/8″ 15 1/4″ 10 5/8″ 25 1/2″ 20 G(cm) G 3/4″ 30 ESTRIBOS L L Ø L Rmax 5.0 cm 1/4″ 1.5 cm 2.0 cm 10.0 cm 3/8″ \W1.00000; DETALLE DE DOBLADO DE \W1.00000; ESTRIBOS EN COLUMNAS Y \W1.00000; VIGAS CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS 7.5 cm 8mm 1.8 cm \LESPECIFICACIONES TÉCNICAS \A1;\LCONCRETO SIMPLESIMPLE \W3.75000; \A1;SOLADO E= 2″ : C-H 1:12 \W3.75000; \A1;SOLADO E= 4″ : C-H 1:12 \W1.25000; \A1; \A1;\LCONCRETO ARMADOARMADO \W3.75000; \A1;MUROS DE CONTENCI\A1;\c10835013;Ó\A1;N \W3.75000; \A1;: f’c = 210 Kg/cm\A1;\c10835013;² \W3.75000; \A1;\LMATERIALES \W3.75000; \A1;CEMENTO TIPO I : MUROS DE \W3.75000; \A1;CONTENCI\A1;\c10835013;Ó\A1;N \W3.75000; \A1;ACERO : f’y = 4 200 Kg/cm\A1;\c10835013;² \W1.25000; \A1;\LRECUBRIMIENTO \W3.75000; \A1;ZAPATAS : 7.5 cm \W3.75000; \A1;MURO DE CONTENCI\A1;\c10835013;Ó\A1;N : 5.0 cm \A1; \A1;\LOTA \A1;LO NO ESPECIFICADO SE EJECUTAR\A1;\c10835013;Á\A1; DE ACUERDO AL \A1;REGLAMENTO NACIONAL DE EDIFICACIONES (RNE). EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL, EN VIGAS DE CIMENTACION, COLUMNA, PLACAS Y VIGAS, DEBERAN TERMINAR EN GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO CON LAS DIMENSIONES ESPECIFICADAS EN EL CUADRO MOSTRADO. d 1/2″ @ 0.25 d 1/2″ @ 0.30 d 5/8″ @ 0.25 d 3/8″ @ 0.30 d 1/2″ @ 0.25 d 1/2″ @ 0.20 d 3/8″ @ 0.25 d 5/8″ @ 0.125 d 5/8″ @ 0.125 d 5/8″ @ 0.30 d 1/2″ @ 0.30 5 5 5 5 5 d 3/8″ @ 0.30 d 1/2″ @ 0.30 d 1/2″ @ 0.30 d 5/8″ @ 0.20 d 5/8″ @ 0.20 d 1/2″ @ 0.30 d 3/8″ @ 0.30 5 5 d 5/8″ @ 0.30 d 1/2″ @ 0.30 d 1/2″ @ 0.30 d 3/8″ @ 0.30 d 1/2″ @ 0.30 MUROS DE CONTENCIÓN_ d 5/8″ @ 0.25 d 5/8″ @ 0.25 d 1/2″ @ 0.35 d 3/8″ @ 0.40 d 1/2″ @ 0.20 d 1/2″ @ 0.20 d 3/8″ @ 0.25 d 1/4″ @ 0.20 d 5/8″ @ 0.30 d 1/2″ @ 0.35 d 1/4″ @ 0.40 d 3/8″ @ 0.40 d 1/2″ @ 0.35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1/25 Escala MURO TIPO I h = 1.20 TIPO I h = 2.00 TIPO III 1/25 Escala MURO TIPO II 1/25 Escala MURO TIPO III 1/25 Escala MURO TIPO IV h = 2.60 TIPO IV 1/25 Escala MURO TIPO V 5 5 5 5 5 5 5 5 5 5 h = 1.50 TIPO II L=7.70 L=4.0 h = 3.20 TIPO V L=13.50 h = 2.00 TIPO III L=7.00 h = 2.60 TIPO IV L=9.00 0+002.00 2842 2843 2844 2845 2846 2847 2848 2842 2843 2844 2845 2846 2847 2848 -5.0 -2.5 0 2.5 5.0 0+004.00 2842 2843 2844 2845 2846 2847 2842 2843 2844 2845 2846 2847 -5.0 -2.5 0 2.5 5.0 0+006.00 2841 2842 2843 2844 2845 2846 2847 2841 2842 2843 2844 2845 2846 2847 -5.0 -2.5 0 2.5 5.0 0+008.00 2841 2842 2843 2844 2845 2846 2847 2841 2842 2843 2844 2845 2846 2847 -5.0 -2.5 0 2.5 5.0 0+010.00 2841 2842 2843 2844 2845 2846 2847 2841 2842 2843 2844 2845 2846 2847 -5.0 -2.5 0 2.5 5.0 0+012.00 2841 2842 2843 2844 2845 2846 2847 2841 2842 2843 2844 2845 2846 2847 -5.0 -2.5 0 2.5 5.0 0+014.00 2841 2842 2843 2844 2845 2846 2847 2841 2842 2843 2844 2845 2846 2847 -5.0 -2.5 0 2.5 5.0 0+016.00 2841 2842 2843 2844 2845 2846 2841 2842 2843 2844 2845 2846 -5.0 -2.5 0 2.5 5.0 0+018.00 2841 2842 2843 2844 2845 2846 2841 2842 2843 2844 2845 2846 -5.0 -2.5 0 2.5 5.0 0+020.00 2841 2842 2843 2844 2845 2846 2841 2842 2843 2844 2845 2846 -5.0 -2.5 0 2.5 5.0 0+022.00 2841 2842 2843 2844 2845 2846 2841 2842 2843 2844 2845 2846 -5.0 -2.5 0 2.5 5.0 0+024.00 2841 2842 2843 2844 2845 2846 2841 2842 2843 2844 2845 2846 -5.0 -2.5 0 2.5 5.0 0+026.00 2841 2842 2843 2844 2845 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 0+028.00 2841 2842 2843 2844 2845 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 0+030.00 2841 2842 2843 2844 2845 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 0+032.00 2841 2842 2843 2844 2845 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 0+034.00 2841 2842 2843 2844 2845 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 0+036.00 2841 2842 2843 2844 2845 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 0+038.00 2841 2842 2843 2844 2845 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 0+040.00 2841 2842 2843 2844 2845 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 0+042.00 2840 2841 2842 2843 2844 2845 2840 2841 2842 2843 2844 2845 -5.0 -2.5 0 2.5 5.0 TABLA DE MOV. DE TIERRAS ESTACIÓN 0+002.00 0+004.00 0+006.00 0+008.00 0+010.00 0+012.00 0+014.00 0+016.00 0+018.00 0+020.00 0+022.00 0+024.00 0+026.00 0+028.00 0+030.00 0+032.00 0+034.00 0+036.00 0+038.00 0+040.00 0+042.00 ÁREA DE RELLENO 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ÁREA DE CORTE 9.39 6.55 6.06 6.40 5.59 6.25 5.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE RELLENO 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE 0.00 15.94 12.60 12.46 11.99 11.84 12.02 5.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE RELLENO AC. 0.00 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 VOL. DE CORTE AC. 0.00 15.94 28.54 41.00 52.99 64.83 76.85 82.63 82.63 82.63 82.63 82.63 82.63 82.63 82.63 82.63 82.63 82.63 82.63 82.63 82.63 TABLA DE MOV. DE TIERRAS ESTACIÓN 0+002.00 0+004.00 0+006.00 0+008.00 0+010.00 0+012.00 0+014.00 0+016.00 0+018.00 0+020.00 0+022.00 0+024.00 0+026.00 0+028.00 0+030.00 0+032.00 0+034.00 0+036.00 0+038.00 0+040.00 0+042.00 ÁREA DE RELLENO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ÁREA DE CORTE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.88 4.63 4.61 5.36 5.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE RELLENO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.88 8.52 9.20 9.97 10.55 5.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE RELLENO AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.88 12.40 21.60 31.57 42.12 47.31 47.31 47.31 47.31 47.31 47.31 47.31 47.31 47.31 TABLA DE MOV. DE TIERRAS ESTACIÓN 0+002.00 0+004.00 0+006.00 0+008.00 0+010.00 0+012.00 0+014.00 0+016.00 0+018.00 0+020.00 0+022.00 0+024.00 0+026.00 0+028.00 0+030.00 0+032.00 0+034.00 0+036.00 0+038.00 0+040.00 0+042.00 ÁREA DE RELLENO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ÁREA DE CORTE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.64 3.20 3.81 3.66 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE RELLENO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.64 7.85 7.02 7.47 3.66 0.00 0.00 0.00 0.00 0.00 VOL. DE RELLENO AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.64 12.49 19.51 26.97 30.63 30.63 30.63 30.63 30.63 30.63 TABLA DE MOV. DE TIERRAS ESTACIÓN 0+002.00 0+004.00 0+006.00 0+008.00 0+010.00 0+012.00 0+014.00 0+016.00 0+018.00 0+020.00 0+022.00 0+024.00 0+026.00 0+028.00 0+030.00 0+032.00 0+034.00 0+036.00 0+038.00 0+040.00 0+042.00 ÁREA DE RELLENO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ÁREA DE CORTE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.79 2.16 1.91 2.20 VOL. DE RELLENO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.79 3.95 4.06 4.10 VOL. DE RELLENO AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.79 5.74 9.81 13.91 TABLA DE MOV. DE TIERRAS ESTACIÓN 0+002.00 0+004.00 0+006.00 0+008.00 0+010.00 0+012.00 0+014.00 0+016.00 0+018.00 0+020.00 0+022.00 0+024.00 0+026.00 0+028.00 0+030.00 0+032.00 0+034.00 0+036.00 0+038.00 0+040.00 0+042.00 ÁREA DE RELLENO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ÁREA DE CORTE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.21 2.06 0.00 0.00 0.00 0.00 VOL. DE RELLENO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.21 4.27 2.06 0.00 0.00 0.00 VOL. DE RELLENO AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VOL. DE CORTE AC. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.21 6.49 8.54 8.54 8.54 8.54 5 5 5 5 5 5 5 5 5 5 5 5 Muro Tipo V – h=3.20m Muro Tipo IV – h=2.60m Muro Tipo III – h=2.00m 5 5 5 Muro Tipo II – h=1.50m 5 Muro Tipo I – h=1.20m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2840 2841 2842 2843 2844 2845 2846 2847 2848 2840 2841 2842 2843 2844 2845 2846 2847 2848 KILOMETRAJES TERRENO SUB RASANTE CAMBIO DE PENDIENTE EST = 0+001.50 ELEV = 2843.101 CAMBIO DE PENDIENTE EST = 0+042.70 ELEV = 2841.994 CT=2845.14 CR=2843.101 CT=2844.55 CR=2843.101 CT=2844.25 CR=2842.821 CT=2844.07 CR=2842.540 CT=2843.89 CR=2842.540 CT=2843.71 CR=2842.260 CT=2843.66 CR=2842.260 CT=2843.60 CR=2842.460 CT=2843.57 CR=2842.235 CT=2843.58 CR=2842.235 CT=2843.54 CR=2842.014 CT=2843.52 CR=2842.014 CT=2843.51 CR=2842.395 CT=2843.49 CR=2842.177 CT=2843.48 CR=2842.177 CT=2843.47 CR=2842.442 CT=2843.45 CR=2842.442 CT=2843.34 CR=2842.443 CT=2843.23 CR=2842.218 CT=2843.12 CR=2842.218 CT=2843.00 CR=2841.994 0+000 0+004 0+008 0+012 0+016 0+020 0+024 0+028 0+032 0+036 0+040 0+043.71 2845.14 2844.55 2844.25 2844.07 2843.89 2843.71 2843.66 2843.60 2843.57 2843.58 2843.54 2843.52 2843.51 2843.49 2843.48 2843.47 2843.45 2843.34 2843.23 2843.12 2843.00 2842.88 2843.101 2843.101 2842.821 2842.540 2842.540 2842.260 2842.260 2842.460 2842.235 2842.235 2842.014 2842.014 2842.395 2842.177 2842.177 2842.442 2842.442 2842.443 2842.218 2842.218 2841.994 0+000 0+002 0+004 0+006 0+008 0+010 0+012 0+014 0+016 0+018 0+020 0+022 0+024 0+026 0+028 0+030 0+032 0+034 0+036 0+038 0+040 0+042 0+044 PI: 0+001.00 PI: 0+010.82 PI: 0+014.61 PI: 0+018.41 PI: 0+024.70 PI: 0+042.71 5 5 5 5 5 5 \W1.20732; C.E. SAN JUAN LANGA L3 L4 L5 L6 L1 L2 L7 L8 PI: 0+005.41 NPT DE VEREDA NPT DE RASANTE DE EMPEDRADO