Allignment Road – Three Peaks – Chiapas DWG Block for AutoCAD

Horizontal and vertical KM 3420 to KM 5 000 alignment includes triangulation and contours.

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

esia, secciontipo, lvd, project axis, axis of stroke and, horizontal alignment, vertical alignment, input, output, acot .: mts, date :, plane: horizontal and vertical alignment of the road morelos-three peaks, chiapas, esia zacatenco career: civil engineering, national polytechnic institute, spv, elevation of the subgrade, classification, stratigraphy, drainage works, station, project data, kph, year, road width, project speed, governor slope, maximum slope, crown width, maximum curvature, road type, thickness of pavement

Raw text data extracted from CAD file:

E S I A N P I X X DERECHO DE VIA TOTAL = 40.00 m X X 20.00 -2.00 % -2.00 % 20.00 X X S E C C I O N T I P O X X X L.V.D. 15.50 4.50 1.00 3.50 3.50 4.50 C 9.00 L EJE DE PROYECTO EJE DE TRAZO Y L.V.D. X 1.00 X X 15.50 3+600.00 4+000.00 4+800.00 15 13 11 9 7 5 3 1 ESCALA HORIZONTAL 1 : 2000 ESCALA VERTICAL 1 : 200 3+420.00 3+440.00 3+460.00 3+480.00 3+500.00 3+520.00 3+540.00 3+560.00 3+580.00 3+600.00 3+620.00 3+640.00 3+660.00 3+680.00 3+700.00 3+720.00 3+740.00 3+760.00 3+780.00 3+800.00 3+820.00 3+840.00 3+860.00 3+880.00 3+900.00 3+920.00 3+940.00 3+960.00 3+980.00 4+000.00 4+020.00 4+040.00 4+060.00 4+080.00 4+100.00 4+120.00 4+140.00 4+160.00 4+180.00 4+200.00 4+220.00 4+240.00 4+260.00 4+280.00 4+300.00 4+320.00 4+340.00 4+360.00 4+380.00 4+400.00 4+420.00 4+440.00 4+460.00 4+480.00 4+500.00 4+520.00 4+540.00 4+560.00 4+580.00 4+600.00 4+620.00 4+640.00 4+660.00 4+680.00 4+700.00 4+720.00 4+740.00 4+760.00 4+780.00 4+800.00 4+820.00 4+840.00 4+860.00 4+880.00 4+900.00 4+920.00 4+940.00 4+960.00 4+980.00 5+000.00 5+000.00 ALINEAMIENTO HORIZONTAL ALINEAMIENTO VERTICAL 5+000.00 D = 8°42’11.25″ izq ST = 29.066 PI = 4+917.56 Gc = 3°0’0.00″ Lc = 58.021 Rc = 381.972 Sc = 6.40% Ac = 0.50 Le entrada = 39.20 Le salida = 39.20 PC=4+888.49 PT=4+946.51 D = 17°1’54.03″ der ST = 57.194 PI = 3+528.53 Gc = 3°0’0.00″ Lc = 113.544 Rc = 381.972 Sc = 6.40% Ac = 0.50 Le entrada = 39.20 Le salida = 39.20 PC=3+471.34 PT=3+584.88 ACOT.: MTS ESC: 1:2,000 FECHA: PLANO: ALINEAMIENTO HORIZONTAL Y VERTICAL DEL CAMINO MORELOS-TRES PICOS, CHIAPAS ESIA ZACATENCO CARRERA:INGENIERIA CIVIL INSTITUTO POLITECNICO NACIONAL KM. 3 + 420 AL 5 + 000 20 DE JULIO DE 2015 160369 S.P.V. 0 100 200 300 500 600 800 900 1000 1,200 1,300 1,400 1,500 1,600 400 1,700 0 100 200 300 500 400 ELEVACION DE LA SUBRASANTE 3+500 6 C L A S I F I C A C I O N E S T R A T I G R A F I A Y O B R A S DE D R E N A J E 7 8 9 4+000 1 2 3 4 8.44 8.42 8.39 8.37 8.36 8.47 8.52 8.49 8.54 8.55 8.54 8.53 8.51 8.50 8.49 8.46 8.47 8.45 8.44 8.38 8.40 8.41 8.42 8.37 L-2.5×1.5m. EST=3+544.796 Tc-1.05m. EST=4+861.753 1) 0.10, Suelo vegetal. Despalme 10-00-00 2) Indef. Roca Ignea Extrusiva (rie), de coloracion rojizo, Poco Alterada y Fracturada al Excavarse se Obtendra (Fm,cg) Bandeado 1.15, Clas. 00-30-70 Talud de C. 1/2 x 1 Obs. A,B,D,H,J. ESTACION -2.60 DATOS DE PROYECTO KPH 2.0 70 7.00 A=83% B=03% C=14% o m m AÑO 0.40 989 C 9.00 ANCHO DE CALZADA VELOCIDAD DE PROYECTO PENDIENTE GOBERNADORA PENDIENTE MAXIMA 2013 ANCHO DE CORONA CURVATURA MAXIMA CARRETERA TIPO TRANSITO (DPA) ESPESOR DE PAVIMENTO % % m 3°00′ 6 7 9.32 9.40 9.48 9.56 9.64 9.71 9.79 10.11 10.03 9.95 9.87 10.19 10.35 10.27 10.43 10.51 5 8 9 5+000