Profile Of Rural Road DWG Block for AutoCAD

Profile Of Rural Road DWG Block for AutoCAD

Profile rural road D tipe; with a length of 10 540, in the town of Iczotitla – Cueyatla, located in the municipality of Naupan; Puebla

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

sct, puebla, head of the department. its T. and proy., undersecretary of communications, head of ofna. of proy. from o., acoyotitla – san juan, section :, ing. ismael velazquez d., project :, type :, road :, rural, length :, I review :, I authorize :, validated project, no. exp., technical director, no.bo., date:, of jalpan, pue., honorable municipal council, h. to. m. j., concepts characteristic of the section in this plane unit, specifications of the project, the head of the department the general director, I review the head of the office, I review the representative of the s.c.t.e.p., origin of the chain: acoyotitla, mpio. de jalpan, pue., secretary of communications and transport, arq. pedro hilario gonzalez, material product of the material cuttings product of the loans, formation and compaction, rior of terraple-, steps, board for channels comp-a, tubes, tions, demoli-, concrete, masonry, ing. baldomero salgado, ing. ismael velazquez diaz, I raise :, drawing :, calculation :, wasted mat, zampeado, reinforcing iron, quantities of work, mass, cyclopean, structural steel, steria, materials, excavations, works of art, despalme, lateral , bank, the strip of, within, geometry in the loan, loans, total, speed of the project, thickness of sub-base plus base, scales, path type, crown width, folder width, maximum curvature, maximum slope , pending governor, carries for terracerias, of the expansion of, bre mat. no comp., of the filling to form a layer of su-, brasante in cuts, existing plenums, the crown on terra- nes, built on slo-, slopes in terra-, of the laying of, of elevations su-, brasante in terra- , wasted mat, embankment, harvested mat, appropriate mat, dismount for density, crown of, cuts of, recesses, geometry in the excavation, excavations, cuts, enlargement, below subras, cuts and additions, cutting, slopes, dejection, vo. bo., terracerias, compactaciones, of the bed, of terraplen, of the terrain, natural in the existing one, the cuts, of earthworks, existing, of pavement, area of ​​exhaustion, of fine-tuning, of the super-layer, of embankments , with or without wedge, the brigade chief, section: acoyotitla – san juan, department of projects, of the state of puebla, sub-section :, office of roads, profile, sctep, curvamasa, overturning, bandeado, thickness, subrasante, ground, elevation, curve mass, classif. geological, variability vol., ordinates of the, volume, observations :, equality of, encasement, excavation, overharps, carries

Raw text data extracted from CAD file:

ALCANT. DE TUBO DE 91 CM DE DIAM. 38,925 VII.- DESP.= 38,865 766.30 768.28 1.98 PIV=1+360.00 180 59 SCT PUEBLA Jefe del Dpto. Est. y Proy. SUBSECRETARIA DE COMUNICACIONES "SECRETARIA DE COMUNICACIONES Y TRANSPORTES DEL ESTADO DE PUEBLA DIRECCION TECNICA" Jefe de Ofna. de Proy. de O. ACOYOTITLA - SAN JUAN Tramo: Ing. Ismael Velazquez D. Proyecto: Tipo: " E " Camino: RURAL Longitud: Reviso: Autorizo: 3.78 Km. PROYECTO VALIDADO No. Exp. Director Tecnico No.Bo. Fecha: +8.80 % en 70.00m DE JALPAN, PUE. HONORABLE AYUNTAMIENTO MUNICIPAL H. A. M. J. CONCEPTOS CARACTERISTICAS DEL TRAMO EN ESTE PLANO UNIDAD ESPECIFICACIONES DEL PROYECTO EL JEFE DEL DEPARTAMENTO EL DIRECTOR GENERAL REVISO EL JEFE DE LA OFICINA REVISO EL REPRESENTANTE DE LA S.C.T.E.P. ORIGEN DEL CADENAMIENTO: ACOYOTITLA, MPIO. DE JALPAN, PUE. SECRETARIA DE COMUNICACIONES Y TRANSPORTES m3 Est m3 Hm m3 Hm Hm m3 0.5 Km m3 Hm Km ARQ. PEDRO HILARIO GONZALEZ PARA DISTANCIAS DE MAS DE 3 Km m3 Km PARA CUALQUIER DISTANCIA CAPA SUBRASANTE m3Km MATERIAL PRODUCTO DE LOS CORTES MATERIAL PRODUCTO DE LOS PRESTAMOS FORMACION Y COMPACTACION RIOR DE TERRAPLE- m3 ESCALONES BORDO PARA CANALES COMP-A TUBOS CIONES DEMOLI- DE 0.75m DE 1.05m DE 1.20m CONCRETO MAMPOSTERIA DE 0.90m 181.63 ML ING. BALDOMERO SALGADO ING. ISMAEL VELAZQUEZ DIAZ LEVANTO: DIBUJO: CALCULO: m3 Hm m3 Hm Hm m3 a 05Km m3 Hm Km MAT DESPERDICIDO MATERIAL "A" MATERIAL "B" MATERIAL "C" ZAMPEADO FIERRO DE REFUERZO CANTIDADES DE OBRA De 2a De 3a MATERIAL "A" MATERIAL "B" MATERIAL "C" MASA CICLOPEO Fc= 100 Kgs cm2 Fc= 150 Kgs cm2 Fc= 200 Kgs cm2 ACERO ESTRUCTURAL CONCRETO STERIA MAMPO- NES EXCAVACIO- OBRAS DE ARTE 394.98 M3 592.52 M3 181.38 M3 0.00 M3 DESPALME LATERALES DE BANCO LA FAJA DE m3 Est 8,083.00 DENTRO DE GEOMETRICO EN EL PRESTAMO PRESTAMOS 40M 20M M3 TOTAL 60M 100M 60M VELOCIDAD DEL PROYECTO ESPESOR DE SUB-BASE MAS BASE ESCALAS CAMINO TIPO ANCHO DE CORONA ANCHO DE CARPETA CURVATURA MAXIMA PENDIENTE MAXIMA PENDIENTE GOBERNADORA "E" 30 4.00 12 9 60° ACARREOS PARA TERRACERIAS m3 m3 m3 m3 m3 m3 m3 m3 m3 DE LA AMPLIACION DE BRE MAT. NO COMP. DEL RELLENO PARA FORMAR CAPA DE SU- BRASANTE EN CORTES PLENES EXISTENTES LA CORONA EN TERRA- NES CONTRUIDA SO- TALUDES EN TERRA- PLENES EXISTENTES DEL TENDIDO DE DE ELEVACIONES SU- BRASANTE EN TERRA- PLENES EXISTENTES LUGAR Y FECHA: JALPAN, PUE. A AGOSTO DEL 2001 MAT DESPERDICIADO MATERIAL "C" 52,395.60 MATERIAL "B" 34,930.40 MAT DESPERDICIDO TERRAPLEN MATERIAL "A" MAT APROVECHADO MAT APROBECHADO MAT DESPERDICIDO MAT APROVECHADO MAT DESPERDICIDO MAT APROVECHADO MAT APROVECHADO DESMONTE PARA DENSIDAD 100% VEGETACION TIPO CORONA DE CORTES DE Y/O TERRAPLEN REBAJES GEOMETRICO EN LA EXCAVACION EXCAVACIONES DE CORTES DESPALME TOTAL AMPLIACION 87,326.00 m3 ABAJO SUBRAS CORTES Y ADIC CORTE DE TALUDES ABATIMIENTO Vo. Bo. TERRACERIAS CANTIDADES DE OBRA 15.12 m3 m3 m3 m3 m3 ha m3 m3 m3 m3 m3 m3 m3 m3 m3 COMPACTACIONES DE LA CAMA DE DE TERRAPLEN DEL TERRENO NATURAL EN EL EXISTENTE LOS CORTES DE TERRACERIAS EXISTENTES DE PAVIMENTO AREA DE DESPLANTE DE AFINAMIENTO DE LA CAPA SUPE- DE TERRAPLENES CON O SIN CUÑA EL JEFE DE BRIGADA DE ESTACIO: 0+000 A ESTACION: 3+780 TRAMO: ACOYOTITLA - SAN JUAN CAMINO: RURAL TIPO "E" DEPARTAMENTO DE PROYECTOS DEL ESTADO DE PUEBLA SUB-TRAMO: OFICINA DE CAMINOS PERFIL S.C.T.E.P. HORIZONTAL 1:2000 "E" 30 4.00 60° 9 12 VERTICAL 1:200 CURVAMASA m. % % ° KM/H KM/H m3 m3 m3 m3 m3 m3 m3 m3 VOLTEO A 90% BANDEADO A 90% A 95% A 95% A 90% A 95% A 95% A 90% 0.00 ESPESOR CORTE SUBRASANTE TERRENO ELEVACION 655.20 655.20 0+000.00 CURVA MASA CORTE TERRAPLEN TERRAPLEN CLASIF. /PRESUP. CLASIF. GEOLOGICA VARIABILIDAD VOL. ORDENADAS DE LA VOLUMEN 1,000 0 0 655 660 665 670 675 680 685 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 A 95% BANDEADO A 90% A 95% A 95% A 90% A 95% A 90% A 90% A 95% A 90% BANDEADO 17,443.00 OBSERVACIONES: 690 695 700 705 715 720 725 710 745 735 740 730 6.-S/A = 5.-S/A = 0+673.60 61° 17' IZQ. BN-3-0 Ubicado al lado izquierdo de la es- tacion 0+660 en arbol de guayabo a 9.40m. +2.21 % en 20.00m PCV=0+380.00 Elev=684.78 +7.03 % en 70.00m BN-2-0 Ubicado al lado izquierdo de la es- tacion 0+340 en arbol de cedro a 8.54 m. 7,701 2.43 671.26 668.83 3.03 3.52 3.59 1.43 2.63 3.96 2.26 665.22 663.79 663.11 660.48 662.68 658.72 659.22 656.96 662.19 662.22 670.63 667.60 669.92 666.40 668.77 665.18 100 4,567 14 190 1,333 2,464 3,800 4,353 0.03 8 1113 468 943 278 6,009 5,140 6,858 6 346 703 482 362 1.43 0.92 1.30 1.57 1.94 3.05 2.07 0.82 671.58 670.28 677.73 675.79 676.92 673.87 674.04 671.97 200 683.40 681.97 681.48 680.56 679.12 677.55 679.95 679.13 300 8,320 8,710 9,314 9,903 491 516 325 503 10,799 10,296 10,559 10,653 2 28 14 221 60 328 86 +6.00 % en 40.00m Elev.= 660.000 tacion 0+040 en arbol de chaca a 14.63 m. BN-1-0 Ubicado al lado izquierdo de la es- Elev=664.00 PIV=0+100.00 Elev=665.80 PTV=0+130.00 PCV=0+070.00 Elev=661.36 Elev=668.20 PCV=0+170.00 EST.=0+100.00 ALCANT. DE TUBO DE 91 CM DE DIAM. 20.00m +9.69 % en Elev=670.00 PIV=0+200.00 Elev=672.91 PTV=0+230.00 Elev=674.84 PCV=0+250.00 Elev=679.86 PTV=0+310.00 Elev=677.75 PIV=0+280.00 16,154 0.85 691.53 690.68 671 155 0.67 5.87 9.02 6.06 1.11 693.17 687.11 687.18 686.07 683.66 684.78 682.83 683.37 400 687.98 689.58 689.59 688.92 694.35 688.48 696.93 687.91 500 10,869 10,695 10,703 11,632 1.12 0.54 107 203 96 96 526 139 24 13,907 16,150 16,977 16,639 1.60 508 27 142 808 712 1,069 1.26 1.16 0.62 1.57 2.32 3.23 600 699.22 698.60 697.97 696.40 696.52 694.20 695.45 692.22 704.26 703.00 701.96 700.80 707.30 707.41 704.31 705.20 16,487 17,151 17,532 17,737 2 190 1.20 68 436 554 138 17,937 18,195 18,302 18,326 0.11 0.89 28 36 3 34 215 54 169 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=0+360.00 1.20 5,732 m3 II.- DESP.= = 4,777 m3 Elev.= 681.922 1.20 1,787 m3 III.- DESP.= = 1,489 m3 18,299 5cm=100 m3 162 x 0.41 Est. 224 x 0.46 Est. 5cm=100 m3 1.20 9,780 m3 I.- DESP.= 1.-S/A = 2.-S/A = = 8,150 m3 10,780 40 x 0.39 Est. 1.20 77 x 0.33 Est. 1.20 = 13 m3 Est, = 21 m3 Est, 10° 50' DER. 25° 4' IZQ ST= Gc= Rc= Lc= 27.16 286.47 4° 54.16 ST= Gc= Rc= Lc= 21.22 41.77 12° 95.49 A= PI= PT=0+075.06 PC=0+020.90 0+048.06 C 1 PT=0+164.63 PC=0+122.86 C 2 A= PI= 0+144.08 9° 28' DER 111° 57' DER ST= 23.72 Gc= Rc= 4° Lc= 47.33 286.47 4.-S/A = 3.-S/A = 1cm=50 m3 1.20 1.20 ST= 40.41 Gc= Rc= 42° 27.28 Lc= 53.31 PC=0+218.88 A= PI= C 3 0+242.60 PST=0+293.78 PT=0+351.47 PC=0+298.16 PT=0+266.21 PI= A= C 4 0+338.57 ALCANT. DE TUBO DE 91 CM DE DIAM. PIV=0+520.00 10,703 1 2 Elev=687.59 PIV=0+420.00 10,780 Elev=688.92 PCV=0+480.00 Elev=688.48 PTV=0+460.00 16,512 10,820 3 +11.00 % en 110.00m Elev=694.20 PTV=0+560.00 Elev=689.80 16,350 16,512 4 EST.=0+660.00 Elev=706.30 PCV=0+670.00 16,736 136° 50' IZQ. = 55 m3 Est, = 86 m3 Est, 78.19 82.76 32.74 ST= Gc= 35° Rc= Lc= C 5 0+471.57 PC=0+388.81 A= PI= PT=0+467.00 61° 16' DER. ST= Gc= Rc= 29.50 23° 49.82 Lc= 53.27 ST= 32.32 Gc= Rc= 21° 54.57 Lc= 58.37 0+586.24 PC=0+556.74 C 6 PI= A= PC=0+641.28 PT=0+610.01 A= PI= C 7 ALCANT. DE TUBO DE 91 CM DE DIAM. V.- DESP.= +12.0 % en 120.00m tacion 1+020 en arbol de sangregado a 11.05m. BN-1-1 Ubicado al lado izquierdo de la es- 3.97 5.36 7.83 2.29 1.92 3.58 8.86 6.55 722.16 716.80 722.23 714.40 720.87 712.01 716.22 709.68 700 723.13 719.16 726.74 724.45 724.90 722.98 724.81 721.23 800 19,227 21,766 24,442 26,122 2,230 1,400 30 776 2,116 27,186 28,011 28,644 29,352 213 336 528 398 7.74 3.68 1.63 2.42 1.62 1.35 0.70 735.14 733.53 727.76 731.17 727.93 729.09 727.23 725.88 728.04 727.34 900 750.86 743.12 744.40 740.72 739.95 738.32 738.34 735.92 1+000.00 28,756 587 122 29,755 29,980 29,924 29,196 3.41 1.16 147 733 4 76 147 187 31,247 29,155 29,496 29,976 662 242 333 121 1.20 11,179 m3 Elev.= 704.710 IV.- DESP.= = 9,316 m3 18,299 755 750 745 6 28,964 765 760 3.63 8.73 4.02 4.44 1.29 751.49 747.86 754.25 745.52 752.47 751.18 748.60 749.77 100 753.78 756.46 752.69 754.56 757.16 753.14 756.60 752.16 33,472 35,035 35,341 35,412 1.17 84 84 129 1,302 965 325 36,072 37,008 37,240 36,738 2.68 1.87 198 502 780 359 550 0.00 0.24 0.62 2.76 3.91 3.56 0.42 764.54 760.98 759.22 758.80 766.77 764.01 766.63 762.72 200 766.99 766.99 766.37 766.13 765.21 765.50 765.49 764.87 300 36,491 36,931 38,413 304 0 323 281 47 367 38,817 38,874 38,883 38,974 0.29 29 61 71 3 100 99 67 339 VI.- DESP.= PIV=1+160.00 Elev=754.00 PCV=1+130.00 en 20.00m PTV=1+110.00 PIV=1+080.00 Elev=750.33 PCV=1+050.00 Elev=746.73 Elev=752.62 Elev=751.70 +4.59 % Elev.= 754.117 EST.=1+080.00 1.20 7,355 m3 = 6,129 m3 PTV=1+190.00 en 10.00m +12.0 % 1.20 2,049 m3 = 1,708 m3 +3.17 % en 40.00m PIV=1+240.00 Elev=763.60 Elev=757.60 PCV=1+200.00 Elev=758.80 Elev=764.87 PCV=1+320.00 Elev=766.13 PTV=1+280.00 29,478 ST= PI= Rc= Gc= Lc= PTV=0+830.00 Elev=723.74 PIV=0+800.00 +7.13 % en 40.00m ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=0+840.00 1cm=50 m3 514 x 1.20 Est. 457 x 1.44 Est. 1.20 1.20 = 514 m3 Est, = 548 m3 Est, 29,478 +12.00 % en 40.00m PCV=0+770.00 Elev=713.20 Elev=709.60 PIV=0+700.00 PTV=0+730.00 Elev=718.00 Elev=721.60 5 795 790 785 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=0+920.00 29,935 810 805 800 33°30' IZQ 0+842.39 50° 29' DER. ST= Gc= Rc= Lc= 21.55 16° 71.62 41.87 ST= Gc= Rc= 23° 23.49 49.82 43.90 Lc= PC=0+751.03 PI= A= PT=0+699.65 PT=0+794.93 PC=0+820.84 C 9 PI= A= 0+774.52 C 8 Elev=732.32 PTV=0+930.00 PCV=0+870.00 Elev=726.59 Elev=728.73 PIV=0+900.00 +12.0 % en 120.00m PT=0+862.71 PC=0+953.86 A= = 87 m3 Est, = 127 m3 Est, 37,079 36,833 7 184 x 0.57 Est. 246 x 0.62 Est. 7.-S/A = 8.-S/A = 1cm=50 m3 1.20 1.20 36,833 36,649 8 178°35' DER 10.-S/A = 5cm=100 m3 9.-S/A = 2417.89 38°20' 29.89 93.17 1.20 124 x 0.44 Est. 1.20 43 x 0.44 Est. PT=1+047.03 3+371.75 C 10 PST=1+140.00 35°20' IZQ = 45 m3 Est, = 16 m3 Est, 67.40 21.47 17° 41.56 ST= Gc= Rc= Lc= 9 38,882 PT=1+255.89 PC=1+214.33 C 11 1+235.80 PI= A= = 843 m3 Est, = 924 m3 Est, XIII.- DESP.= Elev=786.20 1.20 1.20 70 x 0.35 Est. 51 x 0.32 Est. en 10.00m -12.00 % PTV=1+400.00 +12.00 % en 60.00m 1.20 508 x 1.02 Est. =7,050 m3 46,422 364 3.22 0.69 2.16 3.60 3.72 776.27 777.00 778.20 774.60 775.92 772.20 768.86 770.02 400 784.69 784.00 783.91 781.75 777.62 779.40 789.42 786.20 500 38,620 38,941 39,812 40,194 0.73 1.16 20 81 245 84 363 335 40,079 40,164 40,442 40,840 3 1.78 122 81 173 231 233 1.37 2.69 2.15 1.11 3.11 3.92 4.33 1.65 795.91 792.80 794.52 790.60 792.73 788.40 796.70 795.05 600 801.17 799.80 800.09 797.40 806.75 804.60 803.31 802.20 41,620 42,527 43,315 43,918 1.20 656 221 341 756 44,623 45,106 45,374 45,708 279 402 224 362 tacion 1+500 en arbol de jonote a 11.60m. BN-2-1 Ubicado al lado derecho de la es- 1.20 1,253 m3 = 1,044 m3 5cm=100 m3 40,135 Elev=767.40 Elev=772.20 40,135 VIII.- DESP.= 1.20 8,460 m3 Elev.= 789.113 12.-S/A = 1.95 3.45 6.53 4.30 2.94 5.02 4.97 813.19 814.46 812.37 813.13 814.47 811.53 814.42 809.40 811.97 807.00 700 816.63 814.68 819.03 815.58 822.38 815.85 819.78 815.48 800 48,503 1.27 47,474 48,386 48,678 0.76 192 75 14 760 306 442 48,877 50,124 51,227 51,736 117 920 176 409 1,039 3.25 1.10 0.71 3.14 3.47 2.72 815.87 812.62 813.59 812.49 808.65 812.76 810.10 813.51 900 808.92 808.21 813.43 810.29 815.19 811.72 815.21 812.49 2+000.00 51,619 50,780 50,397 50,916 4.11 3.41 186 839 501 432 98 51,574 52,249 53,069 53,550 684 303 256 401 BN-3-1 Ubicado al lado derecho de la es- tacion 1+810 en arbol de cedro a 15.50m. IX.- DESP.= 1.20 2,530 m3 = 432 m3 Est, 51,125 50,617 Elev.= 820.301 =2,108 m3 X.- DESP.= 12 51,125 1.20 550 x 0.97 Est. C 15 1+698.86 44.07 53°50' DER ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=1+660.00 +11.00 % en 80.00m ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=1+460.00 EST.=1+360.00 PTV=1+500.00 Elev=784.00 PCV=1+460.00 Elev=779.40 PIV=1+480.00 Elev=781.80 38,758 10 PIV=1+600.00 PCV=1+580.00 Elev=792.80 Elev=795.00 11.-S/A = 1cm=50 m3 PTV=1+620.00 Elev=797.40 +12.00 % en 100.00m C 13 27.74 44.08 1+529.71 88°10' DER 28.64 159°15' IZQ 38,882 ST= Rc= Gc= Lc= 133.16 67.76 47° 24.38 ST= Gc= Rc= Lc= 40° PC=1+389.69 PI= A= C 12 1+522.85 PST=1+479.32 PC=1+501.97 PT=1+457.45 PI= A= 63°40' IZQ 30° 23.71 38.19 ST= Rc= Gc= 42.44 Lc= ST= 22.37 Gc= Rc= 26° Lc= 41.41 PC=1+574.19 PT=1+546.05 C 14 1+597.90 PI= A= PC=1+676.49 PT=1+616.63 PI= A= PTV=1+860.00 Elev=814.68 PCV=1+870.00 Elev=814.07 Elev=812.62 PIV=1+980.00 Elev=813.01 PIV=1+900.00 Elev=812.23 PTV=1+930.00 Elev=812.52 PCV=1+940.00 PIV=1+740.00 PCV=1+780.00 Elev=814.46 Elev=811.80 PTV=1+760.00 Elev=813.13 en 10.00m -6.125 % = 445 m3 Est, 5cm=100 m3 en 20.00m +6.66 % 48,595 Elev=809.40 PCV=1+720.00 48,595 11 51,675 en 10.00m +0.975 % PTV=2+020.00 Elev=808.21 PCV=2+030.00 12° 21.75 1+865.82 25°40' DER 95.49 C 16 42.77 PIV=1+820.00 Elev=817.13 ST= Rc= Gc= Lc= PST=1+726.85 PT=1+717.90 PST=1+810.00 PC=1+844.07 PI= A= ALCANT. DE TUBO DE 91 CM DE DIAM. 28°50' IZQ Gc= Rc= ST= Lc= EST.=1+893.20 5cm=100 m3 13.-S/A = 14.-S/A = 14° 21.04 81.85 41.19 PI= A= PST=1+936.96 PC=1+939.36 PT=1+886.84 PT=1+980.55 C 17 1+960.40 ALCANT. DE TUBO DE 91 CM DE DIAM. ALCANT. DE TUBO DE 91 CM DE DIAM. XII.- DESP.= 55,417 200 2.33 2.12 1.54 2.43 1.06 0.74 1.00 801.82 800.28 803.48 802.42 804.66 803.92 806.87 805.87 803.75 801.32 100 795.50 796.09 795.82 797.14 800.51 798.18 801.35 799.23 54,775 349 53,717 53,869 54,030 54,357 73 169 139 59 55,166 55,611 55,645 0.59 1.32 180 244 178 13 326 371 1.56 0.94 2.27 2.56 1.64 796.67 795.11 795.22 792.95 796.10 793.54 795.90 794.26 790.84 790.84 791.00 791.37 793.36 792.42 791.32 791.90 300 55,537 55,855 56,283 56,830 64 456 135 201 153 57,178 57,254 57,239 57,277 0.00 0.37 0.58 24 31 12 25 24 32 290 XI.- DESP.= Elev.= 800.275 BN-1-2 Ubicado al lado derecho de la est. 2+068.20 en arbol de pipiancillo a 6.62m. =3,684 m3 1.20 4,421 m3 1.20 1,699 m3 =1,416 m3 EST.=2+200.00 EST.=2+340.00 60,648 1.88 787.21 785.33 12 121 0.82 1.23 1.06 2.57 1.50 1.12 3.81 3.12 790.24 788.74 790.39 789.27 793.60 789.79 793.44 790.32 400 787.95 787.13 788.92 787.69 787.42 786.36 790.78 788.21 500 57,643 58,448 59,350 59,386 174 13 175 752 671 316 59,623 60,052 60,274 60,418 23 1.20 1 174 80 358 186 342 0.03 2.00 2.94 778.50 781.10 781.66 781.63 784.82 782.82 787.03 784.09 600 777.86 781.30 785.93 786.20 783.31 783.89 780.50 782.22 700 61,166 61,722 61,951 61,643 2.60 343 16 29 463 204 432 60,859 60,230 60,034 60,000 3.44 0.27 0.58 1.72 199 41 784 629 3 6 BN-2-2 Ubicado al lado izquierdo de la est. 2+520 en arbol de grado a 18.60m. 3,616 m3 1.20 =3,013 m3 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=2+640.00 Elev.= 792.362 1cm=100 m3 872 x 1.16 Est. 964 x 1.15 Est. 18.-S/A = 17.-S/A = 1.20 1.20 15.-S/A = 16.-S/A = 5cm=100 m3 1cm=100 m3 -2.63 % en 210.00m -5.23 % en 110.00m Elev=807.01 Elev=801.85 PIV=2+060.00 Elev=803.41 PTV=2+090.00 PCV=2+200.00 Elev=794.00 PTV=2+280.00 PIV=2+240.00 Elev=792.95 57,245 55,495 Elev=796.09 55,616 47°50' IZQ = 20 m3 Est, = 14 m3 Est, ST= Rc= Gc= 15° 33.87 76.39 Lc= 63.77 13 55,546 PT=2+098.10 PC=2+034.33 PI= A= C 18 2+068.20 73°14' DER 40°00' IZQ 55,546 14 ST= 26.06 Gc= Rc= 16°00' 71.62 Lc= 49.99 35.48 24°00' 47.74 61.02 Lc= ST= Rc= Gc= PT=2+266.80 PC=2+216.81 PI= C 19 2+242.87 A= PT=2+357.48 C 20 2+331.94 PC=2+296.46 A= PI= PCV=2+490.00 Elev=787.43 PIV=2+520.00 Elev=786.64 57,245 60,861 PCV=2+590.00 Elev=782.18 PTV=2+550.00 Elev=784.73 -6.37 % en 40.00m 60,021 en 10.00m PTV=2+690.00 Elev=785.00 PIV=2+640.00 Elev=779.00 +12.00 % PCV=2+700.00 16 = 1,654 m3 Est, = 1,757 m3 Est, 2+522.20 26°10' IZQ 959 x 2.07 Est. 1.20 1.20 840 x 2.51 Est. 20.48 88.14 13° 40.25 Lc= ST= Gc= Rc= PST=2+391.93 PC=2+501.72 C 21 PI= A= 61,820 15 PST=2+567.20 PT=2+541.97 PC=2+695.36 82,534 XVI.- DESP.= 81,389 8.33 828.58 820.25 1,826 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=3+000.00 =2,507 m3 BN-1-3 Ubicado al lado izquierdo de la es- tacion 3+000 sobre piedra. 65,793 5.37 6.24 8.83 8.60 3.60 794.68 788.44 798.09 789.26 797.76 789.16 791.74 788.14 792.62 787.25 783.75 787.82 781.51 786.90 786.70 786.71 800 60,254 61,736 64,146 65,985 673 186 775 1,012 67,291 67,890 67,187 65,903 4.07 5.39 0.01 722 10 1,284 138 16 514 4.29 2.61 3.82 4.60 5.13 1.65 4.29 800.91 797.09 800.51 795.91 799.25 794.12 791.14 789.49 796.09 791.80 900 803.77 799.48 801.48 798.87 796.48 798.30 796.65 797.73 3+000.00 69,508 782 67,430 65,553 66,302 68,569 582 940 949 193 624 70,483 69,843 69,581 69,698 1.82 1.08 186 262 76 253 654 342 5,804 m3 66,665 1.20 =4,837 m3 17 67,629 XIV.- DESP.= 66,665 18 1.20 3,008 m3 2.51 0.38 3.05 1.61 0.84 3.72 3.29 0.43 802.23 801.85 803.51 800.46 808.69 805.40 804.03 803.60 100 815.11 812.60 812.41 810.80 809.84 809.00 810.92 807.20 200 71,294 71,679 71,797 72,204 6 345 3 9 323 106 676 72,993 73,566 73,908 74,351 36 36 200 507 315 657 7.65 6.93 1.71 5.06 3.40 2.19 816.59 814.40 819.91 818.20 822.35 817.29 819.42 816.02 827.52 819.88 826.43 819.50 816.71 819.13 815.34 818.75 300 77,381 208 7 74,785 75,466 76,622 77,524 964 752 170 289 76,792 77,276 79,198 2.41 3.41 349 298 1,602 695 = 55 m3 Est, = 41 m3 Est, XV.- DESP.= 7,547 m3 1.20 Elev.= 799.449 207 x 0.32 Est. 164 x 0.30 Est. 21.-S/A = 22.-S/A = 1cm=50 m3 1.20 1.20 =6,289 m3 77,056 22 21 77,220 77,220 77,427 69,673 en 10.00m -6.40 % PIV=2+740.00 Elev=791.00 PTV=2+780.00 Elev=788.44 PCV=2+790.00 PIV=2+840.00 Elev=784.60 Elev=787.80 60,861 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=2+840.00 PCV=2+910.00 Elev=793.00 +2.83 % en 60.00m en 20.00m Elev=790.60 +12.00 % PTV=2+890.00 PIV=2+940.00 Elev=796.60 PCV=3+030.00 Elev=799.15 PTV=2+970.00 Elev=797.45 23 x 0.08 Est. 12 x 0.07 Est. ST= PI= A= Gc= Rc= Lc= 129° DER 19.-S/A = 20.-S/A = 1cm=50 m3 ST= Rc= Gc= 109.20 22° 52.08 Lc= 117.27 1.20 1.20 PI= A= C 22 2+804.56 PT=2+812.63 33°20' IZQ = 2 m3 Est, = 1 m3 Est, 69,673 21.44 41.66 16° 71.61 69,661 69,696 20 19 PST=2+951.72 PT=2+924.47 PC=2+882.81 C 23 2+904.25 PCV=3+220.00 Elev=814.40 1cm=50 m3 256 x 0.56 Est. 513 x 0.53 Est. 24.-S/A = 23.-S/A = PTV=3+090.00 Elev=802.70 PIV=3+060.00 Elev=800.00 +9.00 % en 130.00m 1.20 1.20 = 119 m3 Est, = 227 m3 Est, ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=3+300.00 23.64 C 24 71° 40' IZQ. 3+213.10 32.74 35° 40.95 ST= Rc= Gc= Lc= PC=3+189.46 A= PI= 45° DER. PTV=3+300.00 21.57 22° 40.90 52.08 PIV=3+260.00 Elev=818.00 ST= Gc= Rc= Lc= +1.88 % en 80.00m Elev=818.75 PCV=3+380.00 3+294.31 C 25 PST=3+260.56 PC=3+272.74 PC=3+230.41 PI= A= PST=3+345.31 PC=3+313.64 XIX.- DESP.= 87,042 4.28 857.43 853.15 342 1.44 3.91 8.01 1.79 2.75 0.98 5.16 828.55 825.80 824.63 823.65 818.90 822.01 826.04 820.88 400 836.65 832.74 838.58 830.57 829.99 828.20 836.11 834.67 500 83,046 83,089 82,285 82,228 3.11 335 847 512 232 463 36 1,381 82,669 83,705 84,967 85,542 1.20 1,052 479 368 863 3.94 2.00 0.24 1.67 0.56 1.13 840.62 840.06 839.26 838.13 833.54 836.40 842.09 842.23 600 850.94 847.00 846.60 844.60 851.51 851.27 850.94 849.27 700 85,388 85,195 85,356 85,387 2.86 0.14 50 297 298 1 67 119 88 135 85,469 85,992 86,476 86,632 22 262 147 96 130 XVII.- DESP.= XVIII.- DESP.= PTV=3+550.00 BN-2-3 Ubicado al lado izquierdo del PI=3+504.83 en arbol de grado a 31.20 m. PIV=3+520.00 Elev=833.00 =4,428 m3 835 1.20 5,314 m3 Elev=829.40 PCV=3+490.00 +12.0 % en 30.00m 850 855 840 845 Elev=835.55 =2,334 m3 Elev.= 846.330 1.20 2,801 m3 en 20.00m +8.50 % =40 m3 +12.00 % en 30.00m 1.20 48 m3 Elev=837.25 PCV=3+570.00 Elev=839.80 PIV=3+600.00 PTV=3+630.00 Elev=851.27 PTV=3+700.00 Elev=849.40 PIV=3+680.00 PCV=3+660.00 Elev=847.00 Elev=843.40 0.00 0.15 3.26 800 858.77 858.77 857.05 856.90 858.28 855.02 87,757 88,210 88,350 3 119 139 294 900 4+000.00 PI=3+751.47 en poste de luz a 0.75 m. Elev.= 856.527 BN-3-3 Ubicado al lado izquierdo del =2,473 m3 1.20 2,967 m3 +9.37 % en 80.00m ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=3+560.00 5cm=100 m3 85,418 24 82,534 82,278 85,335 23 83,047 25 26 5cm=100 m3 85,383 26.-S/A = 25.-S/A = 85,335 85,282 53 x 0.29 Est. 83 x 0.35 Est. 1.20 1.20 11°30' DER. +12.0 % en 30.00m PTV=3+460.00 Elev=820.25 PIV=3+420.00 Elev=821.00 Elev=825.80 38.46 3° 381.97 76.66 Lc= ST= Gc= Rc= PST=3+385.25 PC=3+543.03 PC=3+466.37 3+504.83 C 26 PI= A= 138°35' IZQ. 60.62 50° 22.91 ST= Gc= Rc= Lc= 55.43 PC=3+622.92 PC=3+678.35 3+683.54 C 27 PI= A= = 24 m3 Est, = 13 m3 Est, 97° DER. Gc= ST= Rc= 32.38 40° 28.64 Lc= 48.50 PC=3+767.59 PC=3+719.09 A= PI= 3+751.47 C 28 . Elev=680.21 Elev=678.98 EST=0+280.00 EST=0+240.00 Elev=674.04 EST=0+220.00 Elev=677.50 EST=0+260.00 Elev=676.51 Elev=670.00 Elev=681.75 EST=0+320.00 EST=0+300.00 Elev=683.55 EST=0+380.00 Elev=682.63 EST=0+360.00 Elev=683.92 EST=0+340.00 Elev=688.09 EST=0+400.00 Elev=690.41 EST=0+520.00 Elev=688.79 EST=0+500.00 Elev=691.60 EST=0+480.00 Elev=693.85 EST=0+420.00 EST=0+460.00 Elev=698.38 EST=0+440.00 Elev=695.28 Elev=697.56 EST=0+580.00 Elev=696.86 EST=0+560.00 Elev=696.20 EST=0+540.00 Elev=706.98 EST=0+660.00 EST=0+640.00 EST=0+620.00 Elev=699.71 EST=0+600.00 Elev=704.47 Elev=704.00 Elev=702.49 EST=0+680.00 Elev=724.00 Elev=722.40 EST=0+780.00 EST=0+760.00 Elev=714.83 EST=0+700.00 Elev=721.66 Elev=720.83 EST=0+740.00 Elev=719.35 EST=0+720.00 Elev=725.21 EST=0+820.00 EST=0+800.00 Elev=727.23 EST=0+860.00 Elev=727.21 EST=0+840.00 5.-S/A = 6.-S/A = 17 x 0.13 Est. 21 x 0.12 Est. 1.-S/A = 2.-S/A = 5cm=100 m3 1.20 1.20 2 11,043 5cm=100 m3 1.20 1.20 4.-S/A = 3.-S/A = 18,587 7 x 0.03 Est. = 1 m3 Est, 6 x 0.02 Est. = 1 m3 Est, 1 11,081 11,064 11,064 = 2 m3 Est, = 2 m3 Est, 3 4 18,581 18,587 18,594 29,478 AD 30,018 AT 28,964 AD 6 = 487 m3 Est, 457 x 1.28 Est. 1.20 1.20 514 x 1.20 Est. 1cm=50 m3 = 514 m3 Est, 5 29,935 AD 5cm=100 m3 20,880 20,880 Director Tecnico "SECRETARIA DE COMUNICACIONES Y TRANSPORTES DEL ESTADO DE PUEBLA SCT PUEBLA DIRECCION TECNICA" SUBSECRETARIA DE COMUNICACIONES ACOYOTITLA - SAN JUAN Proyecto: Ing. Ismael Velazquez D. Tipo: " E " Camino: Tramo: RURAL Jefe del Dpto. Est. y Proy. Longitud: Reviso: Jefe de Ofna. de Proy. de O. 3.78 Km. Autorizo: PROYECTO VALIDADO No. Exp. No.Bo. Fecha: BN-1-0 Ubicado al lado izquierdo de la es- Fc= 200 Kgs cm2 CONCRETO HONORABLE AYUNTAMIENTO MUNICIPAL 214.58 ML CICLOPEO CONCRETO MAMPOSTERIA BORDO PARA CANALES COMP-A ACERO ESTRUCTURAL FIERRO DE REFUERZO DE 0.90m DE 1.20m DE 1.05m DE 0.75m DEMOLI- CIONES MASA TUBOS ING. ISMAEL VELAZQUEZ DIAZ ARQ. PEDRO HILARIO GONZALEZ ING. BALDOMERO SALGADO H. A. M. J. DE JALPAN, PUE. CALCULO: DIBUJO: LEVANTO: 100 10,724 tacion 0+040 en arbol de chaca a 14.63 m. 3.96 2.63 2.26 0.00 TERRENO SUBRASANTE ELEVACION 0+000.00 656.96 659.22 655.20 655.20 662.22 662.19 658.72 662.68 660.48 663.11 TERRAPLEN TERRAPLEN CURVA MASA ESPESOR VOLUMEN CORTE CORTE ORDENADAS DE LA VARIABILIDAD VOL. CLASIF. GEOLOGICA CLASIF. /PRESUP. 4,353 3,800 2,464 1,333 1,000 278 0 0 0.03 943 468 1113 8 1.08 1.43 2.47 2.64 1.71 1.30 670.28 671.58 100 665.18 668.77 666.40 669.92 663.79 665.22 667.60 670.63 668.83 671.26 675.79 677.50 200 671.97 674.44 673.87 676.51 300 679.13 680.21 677.55 678.98 8,322 Elev.= 660.000 518 6,858 7,701 5,140 6,009 4,567 1.43 3.59 3.52 362 482 6 190 14 3.03 2.43 703 346 9,352 8,760 9,858 10,486 10,213 422 494 365 296 227 Elev.= 704.710 27,869 719.16 722.40 3.24 tacion 0+660 en arbol de guayabo a 11.57m. BN-3-0 Ubicado al lado izquierdo de la es- 3.98 10.47 6.80 2.68 2.02 6.74 1.19 1.95 683.37 682.63 680.56 681.75 681.97 683.92 400 684.78 683.55 686.07 688.09 687.11 693.85 687.91 698.38 688.48 695.28 688.92 691.60 500 692.22 696.20 689.58 688.79 690.68 690.41 tacion 0+340 en arbol de cedro a 9.75 m. BN-2-0 Ubicado al lado izquierdo de la es- 11,142 11,049 12,176 11,109 10,964 0.74 178 120 152 1.23 22 585 191 204 84 18,493 17,266 14,719 18,748 18,724 18,426 1,222 1,023 901 0.79 0.27 479 252 369 211 138 464 Elev.= 681.922 1.20 6.43 4.86 5.15 7.34 1.69 1.00 2.66 1.16 1.11 600 694.20 696.86 696.40 697.56 698.60 699.71 705.20 704.47 700.80 702.49 703.00 704.00 700 709.68 714.83 712.01 719.35 707.41 706.98 714.40 720.83 716.80 721.66 20,257 20,014 19,582 20,897 20,847 20,557 141 695 100 0.73 250 242 22 41 23,431 21,458 20,823 26,906 25,535 0.43 1,644 573 52 32 65 352 1,143 1,753 1.35 2.77 2.23 2.76 724.45 727.21 800 721.23 724.00 722.98 725.21 725.88 727.23 29,806 29,097 28,545 30,242 243 460 269 147 BANDEADO 16,976.00 CURVAMASA VERTICAL 1:200 60° 4.00 "E" HORIZONTAL 1:2000 MATERIAL PRODUCTO DE LOS CORTES MATERIAL PRODUCTO DE LOS PRESTAMOS PARA DISTANCIAS DE MAS DE 3 Km m3 Km PARA CUALQUIER DISTANCIA CAPA SUBRASANTE m3Km m3 Est m3 Hm m3 Hm Hm m3 0.5 Km m3 Hm Km SECRETARIA DE COMUNICACIONES Y TRANSPORTES ORIGEN DEL CADENAMIENTO: ACOYOTITLA, MPIO. DE JALPAN, PUE. REVISO EL REPRESENTANTE DE LA S.C.T.E.P. CONCEPTOS CARACTERISTICAS DEL TRAMO EN ESTE PLANO UNIDAD CORTE MAT APROVECHADO MAT APROVECHADO MAT DESPERDICIDO MAT APROVECHADO MAT DESPERDICIDO MAT APROBECHADO MAT APROVECHADO MATERIAL "A" TERRAPLEN MAT DESPERDICIDO MATERIAL "B" 34,956.40 MATERIAL "C" 52,434.60 MAT DESPERDICIADO MATERIAL "C" MATERIAL "B" MATERIAL "A" MAT DESPERDICIDO m3 Hm m3 Hm Hm m3 a 05Km m3 Hm Km GEOMETRICO EN EL PRESTAMO Fc= 150 Kgs cm2 Fc= 100 Kgs cm2 OBRAS DE ARTE MATERIAL "C" MATERIAL "B" MATERIAL "A" CANTIDADES DE OBRA ZAMPEADO EXCAVACIO- NES MAMPO- STERIA De 3a De 2a 0.00 M3 264.57 M3 683.61 M3 455.00 M3 LA FAJA DE DE BANCO 6,086 m3 Est 60M 100M GEOMETRICO EN LA EXCAVACION TOTAL DENTRO DE LATERALES Y/O TERRAPLEN CORTES DE CORONA DE DESPALME ESCALONES REBAJES PRESTAMOS 60M M3 20M 40M ABAJO SUBRAS ABATIMIENTO DE TALUDES AMPLIACION DE CORTES CORTES Y ADIC 87,391.00 m3 DESPALME 100% VEGETACION TIPO DESMONTE PARA DENSIDAD EXCAVACIONES TOTAL m3 DE ELEVACIONES SU- PLENES EXISTENTES BRASANTE EN TERRA- DEL TENDIDO DE PLENES EXISTENTES TALUDES EN TERRA- ACARREOS PARA TERRACERIAS ESPESOR DE SUB-BASE MAS BASE ESCALAS PENDIENTE GOBERNADORA PENDIENTE MAXIMA CURVATURA MAXIMA ANCHO DE CARPETA ANCHO DE CORONA CAMINO TIPO VELOCIDAD DEL PROYECTO m3 ESPECIFICACIONES DEL PROYECTO 60° 9 12 4.00 30 "E" 12 9 30 A 90% A 90% VOLTEO A 95% DE TERRAPLENES DE PAVIMENTO EXISTENTE AREA DE DESPLANTE EXISTENTES DE TERRACERIAS LOS CORTES NATURAL EN EL DEL TERRENO DE TERRAPLEN DE LA CAMA DE TERRACERIAS DE LA CAPA SUPE- DE AFINAMIENTO NES CONTRUIDA SO- LA CORONA EN TERRA- PLENES EXISTENTES BRASANTE EN CORTES FORMAR CAPA DE SU- DEL RELLENO PARA BRE MAT. NO COMP. DE LA AMPLIACION DE RIOR DE TERRAPLE- CON O SIN CUÑA FORMACION Y COMPACTACION m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 15.14 COMPACTACIONES m3 m3 m3 m3 m3 m3 m3 m3 ha m3 m3 m3 A 90% A 90% A 95% BANDEADO A 95% A 95% A 95% A 90% A 90% A 95% A 90% A 95% A 90% A 95% A 95% A 90% BANDEADO EL JEFE DEL DEPARTAMENTO EL DIRECTOR GENERAL DEPARTAMENTO DE PROYECTOS CAMINO: RURAL TIPO "E" TRAMO: ACOYOTITLA - SAN JUAN DE ESTACIO: 0+000 A ESTACION: 3+780 EL JEFE DE BRIGADA REVISO EL JEFE DE LA OFICINA LUGAR Y FECHA: JALPAN, PUE. A AGOSTO DEL 2001 Vo. Bo. SUB-TRAMO: CANTIDADES DE OBRA OFICINA DE CAMINOS S.C.T.E.P. DEL ESTADO DE PUEBLA PERFIL 0+338.57 53.31 27.28 42° 40.41 111° 57' DER Elev=679.86 KM/H KM/H ° % % m. m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 OBSERVACIONES: 655 665 660 670 675 PCV=0+070.00 +8.80 % en 70.00m Elev=661.36 680 690 685 705 695 700 PIV=0+280.00 Elev=677.75 Elev=674.84 PCV=0+250.00 ALCANT. DE TUBO DE 91 CM DE DIAM. +6.00 % en 40.00m PIV=0+100.00 Elev=664.00 PTV=0+130.00 Elev=665.80 EST.=0+100.00 PCV=0+170.00 Elev=668.20 PIV=0+200.00 +9.69 % en 20.00m Elev=672.91 Elev=670.00 PTV=0+230.00 1.20 I.- DESP.= 10,064 m3 PTV=0+310.00 = 8,387 m3 710 715 720 730 725 735 740 745 27.16 ST= 54.16 Lc= PC=0+020.90 C 1 0+048.06 PI= A= 4° 286.47 Rc= Gc= 10° 50' DER. PT=0+075.06 ST= 21.22 41.77 Lc= 0+144.08 95.49 12° 25° 4' IZQ PI= A= Rc= Gc= PC=0+122.86 C 2 PT=0+164.63 ST= 23.72 ST= 47.33 Lc= Lc= C 3 0+242.60 PI= A= 286.47 4° Rc= Gc= 9° 28' DER PC=0+218.88 A= PI= Rc= Gc= PT=0+266.21 PC=0+298.16 PST=0+293.78 C 8 0+774.52 43.90 49.82 23.49 50° 29' DER. 9,138 m3 1.20 III.- DESP.= ALCANT. DE TUBO DE 91 CM DE DIAM. 7,523 m3 1.20 EST.=0+360.00 II.- DESP.= = 6,269 m3 PIV=0+420.00 Elev=687.59 +7.03 % en 70.00m Elev=684.78 PCV=0+380.00 10,703 PTV=0+460.00 Elev=688.48 PCV=0+480.00 Elev=688.92 Elev=689.80 PIV=0+520.00 +2.21 % en 20.00m = 1,911 m3 1.20 2,293 m3 IV.- DESP.= +11.00 % en 110.00m PTV=0+560.00 Elev=694.20 C 5 0+471.57 32.74 82.76 136° 50' IZQ. 78.19 ST= Lc= C 4 PT=0+351.47 PI= A= Rc= 35° Gc= PC=0+388.81 PT=0+467.00 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=0+660.00 PTV=0+730.00 PCV=0+670.00 Elev=706.30 PIV=0+700.00 Elev=709.60 Elev=713.20 +12.00 % en 40.00m Elev=718.00 PCV=0+770.00 ST= 29.50 ST= 53.27 Lc= Lc= 61° 16' DER. C 6 A= PI= 0+586.24 49.82 23° Rc= Gc= PC=0+556.74 PI= A= Rc= Gc= PT=0+610.01 PC=0+641.28 ST= 32.32 58.37 Lc= C 7 54.57 21° 61° 17' IZQ. 0+673.60 PT=0+699.65 A= PI= 23° Rc= Gc= PC=0+751.03 = 7,615 m3 Elev=726.59 PCV=0+870.00 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=0+840.00 +7.13 % en 40.00m Elev=723.74 Elev=721.60 PIV=0+800.00 PTV=0+830.00 ST= 21.55 41.87 Lc= 71.62 16° 0+842.39 33°30' IZQ A= PI= Rc= Gc= PC=0+820.84 PT=0+794.93 C 9 PT=0+862.71 1+235.80 = 16 m3 Est, = 45 m3 Est, 35°20' IZQ 36,833 2,049 m3 Elev=758.80 PCV=1+200.00 Elev=757.60 PTV=1+190.00 900 1+000.00 100 200 BN-1-1 Ubicado al lado izquierdo de la es- tacion 1+020 en arbol de sangregado a 11.05m. 76 147 1.16 29,924 729.09 727.93 727.34 728.04 0.70 187 29,980 3.41 731.17 727.76 733.53 735.14 1.62 735.92 738.34 738.32 739.95 740.72 744.40 2.42 1.63 3.68 4 733 29,196 122 587 28,756 121 333 242 29,976 29,496 29,155 745 760 750 755 745.52 754.25 747.86 751.49 8.73 3.63 743.12 750.86 7.74 1.17 752.16 756.60 749.77 748.60 751.18 752.47 1.29 4.44 965 1,302 35,035 33,472 662 31,247 550 36,072 325 129 84 84 35,412 35,341 1.87 2.68 753.14 757.16 754.56 752.69 756.46 753.78 4.02 762.72 766.63 758.80 759.22 760.98 764.54 0.42 3.56 3.91 359 780 502 198 36,738 37,240 37,008 367 47 323 0 304 36,931 36,491 +4.59 % en 20.00m PCV=1+130.00 +12.0 % en 120.00m Elev=746.73 PCV=1+050.00 Elev=751.70 Elev=750.33 PIV=1+080.00 PTV=1+110.00 VI.- DESP.= Elev.= 754.117 Elev=752.62 Elev=754.00 PIV=1+160.00 +12.0 % en 10.00m 1cm=50 m3 ALCANT. DE TUBO DE 91 CM DE DIAM. 29,478 V.- DESP.= 6 765 785 5 29,935 790 795 EST.=0+920.00 800 805 810 = 6,129 m3 EST.=1+080.00 ALCANT. DE TUBO DE 91 CM DE DIAM. 7,355 m3 1.20 PIV=1+240.00 8 36,649 246 x 0.62 Est. 184 x 0.57 Est. 36,833 8.-S/A = 7.-S/A = 1.20 1.20 7 37,079 = 127 m3 Est, = 87 m3 Est, +12.0 % en 120.00m PIV=0+900.00 Elev=726.59 PCV=0+870.00 PTV=0+930.00 Elev=732.32 Elev=728.73 PC=0+953.86 C 11 C 10 43 x 0.44 Est. 124 x 0.44 Est. 5cm=100 m3 3+371.75 93.17 29.89 38°20' 2417.89 178°35' DER A= Lc= Gc= Rc= PI= ST= 9.-S/A = 10.-S/A = 1.20 1.20 A= PI= Lc= Rc= Gc= ST= 41.56 17° 21.47 67.40 PT=1+047.03 PST=1+140.00 PC=1+214.33 1cm=50 m3 71,797 100 803.60 804.03 0.43 tacion 3+000 sobre piedra. BN-1-3 Ubicado al lado izquierdo de la es- 13 -5.23 % en 110.00m 2+068.20 en arbol de pipiancillo a 6.62m. BN-1-2 Ubicado al lado derecho de la est. 40,135 40,135 300 400 500 600 700 = 1,044 m3 173 122 40,164 781.75 783.91 2.16 1.98 768.28 766.30 38,865 0.29 764.87 765.49 765.50 765.21 764.01 766.77 2.76 0.62 766.13 766.37 766.99 766.99 0.24 0.00 339 99 3 61 38,874 38,817 281 38,413 67 100 71 29 38,974 38,883 59 180 774.60 778.20 3.60 1.16 770.02 768.86 772.20 775.92 3.72 1.78 0.73 779.40 777.62 777.00 776.27 363 39,812 335 245 81 38,941 38,620 81 3 40,079 84 20 40,194 VII.- DESP.= = 1,708 m3 1.20 1.20 1,253 m3 786.20 789.42 784.00 784.69 0.69 3.22 788.40 792.73 790.60 794.52 792.80 795.91 4.33 3.92 3.11 233 231 40,840 40,442 756 341 656 43,315 42,527 41,620 797.40 800.09 799.80 801.17 795.05 796.70 1.65 2.69 1.37 807.00 811.97 4.97 802.20 803.31 804.60 806.75 1.11 2.15 362 402 45,106 44,623 221 43,918 224 279 45,708 45,374 364 46,422 VIII.- DESP.= BN-2-1 Ubicado al lado derecho de la es- tacion 1+500 en arbol de jonote a 11.60m. 1.20 =7,050 m3 Elev.= 789.113 1.20 8,460 m3 800 900 2+000.00 100 Elev.= 820.301 50,617 tacion 1+810 en arbol de cedro a 15.50m. BN-3-1 Ubicado al lado derecho de la es- 50,916 812.62 815.87 3.25 0.76 809.40 814.42 811.53 814.47 813.13 812.37 5.02 2.94 1.27 815.48 819.78 815.85 822.38 814.46 813.19 4.30 6.53 442 306 760 75 48,678 48,386 47,474 1,039 409 117 50,124 48,877 14 192 48,503 3.41 813.51 810.10 815.58 819.03 814.68 816.63 3.45 1.95 4.11 812.76 808.65 812.49 813.59 1.10 186 51,619 176 920 51,736 51,227 98 432 501 839 50,397 50,780 2,530 m3 IX.- DESP.= =2,108 m3 1.20 12 59 53,869 803.92 804.66 0.74 810.29 813.43 3.14 812.49 815.21 811.72 815.19 2.72 3.47 805.87 806.87 1.00 808.21 808.92 0.71 684 53,069 256 303 52,249 51,574 139 53,717 401 53,550 801.32 803.75 802.42 803.48 1.06 2.43 799.23 801.35 798.18 800.51 800.28 801.82 1.54 2.12 2.33 169 73 54,357 54,030 371 326 55,611 55,166 349 54,775 4,421 m3 1.20 X.- DESP.= =3,684 m3 53°50' DER 550 x 0.97 Est. 508 x 1.02 Est. PIV=1+480.00 ALCANT. DE TUBO DE 91 CM DE DIAM. +3.17 % en 40.00m PTV=1+280.00 Elev=764.87 Elev=763.60 Elev=766.13 PCV=1+320.00 PIV=1+360.00 +12.00 % en 60.00m 5cm=100 m3 Elev=767.40 EST.=1+360.00 Elev=772.20 PTV=1+400.00 Elev=779.40 PCV=1+460.00 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=1+460.00 38,758 Elev=781.80 Elev=784.00 PTV=1+500.00 +11.00 % en 80.00m 1cm=50 m3 11.-S/A = 12.-S/A = 1.20 1.20 Elev=792.80 PCV=1+580.00 Elev=797.40 PTV=1+620.00 Elev=795.00 PIV=1+600.00 +12.00 % en 100.00m C 12 38,925 38,882 9 38,882 10 1+522.85 24.38 47° 67.76 133.16 159°15' IZQ A= PI= Lc= Gc= Rc= ST= PT=1+255.89 PC=1+389.69 PT=1+457.45 C 14 C 13 C 15 1+597.90 42.44 38.19 23.71 30° 63°40' IZQ 88°10' DER 1+529.71 A= PI= 40° Lc= Rc= Gc= ST= 28.64 44.08 27.74 A= PI= Lc= Gc= Rc= ST= ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=1+660.00 A= PI= 41.41 Lc= 26° Rc= Gc= 22.37 ST= 44.07 1+698.86 PC=1+501.97 PST=1+479.32 PT=1+546.05 PC=1+574.19 PT=1+616.63 PC=1+676.49 PCV=2+030.00 Elev=808.21 PTV=2+020.00 PCV=1+720.00 Elev=809.40 +6.66 % en 10.00m +0.975 % en 10.00m 51,125 = 445 m3 Est, = 432 m3 Est, 11 5cm=100 m3 en 20.00m 48,595 48,595 51,675 51,125 PIV=2+060.00 Elev=807.01 -12.00 % en 10.00m PTV=2+090.00 Elev=803.41 Elev=801.85 PC=1+939.36 C 16 Elev=813.13 PTV=1+760.00 Elev=811.80 PIV=1+740.00 PIV=1+820.00 Elev=814.46 PCV=1+780.00 EST.=1+893.20 ALCANT. DE TUBO DE 91 CM DE DIAM. -6.125 % Elev=817.13 Elev=814.07 PCV=1+870.00 Elev=814.68 PTV=1+860.00 PCV=1+940.00 Elev=812.52 PTV=1+930.00 Elev=812.23 PIV=1+900.00 25°40' DER A= PI= Lc= Gc= Rc= ST= 42.77 95.49 1+865.82 21.75 12° PT=1+717.90 PST=1+726.85 PST=1+810.00 PC=1+844.07 PT=1+886.84 PST=1+936.96 C 18 C 17 51 x 0.32 Est. 70 x 0.35 Est. 14.-S/A = Elev=813.01 PIV=1+980.00 Elev=812.62 1.20 5cm=100 m3 1+960.40 A= PI= 41.19 81.85 21.04 14° 13.-S/A = Lc= ST= Rc= Gc= 28°50' IZQ A= PI= Lc= Gc= Rc= ST= 1.20 = 14 m3 Est, 55,546 = 20 m3 Est, 2+068.20 63.77 76.39 33.87 15° 47°50' IZQ PT=1+980.55 PC=2+034.33 PT=2+098.10 ALCANT. DE TUBO DE 91 CM DE DIAM. Elev.= 792.362 2+520 en arbol de grado a 18.60m. BN-2-2 Ubicado al lado izquierdo de la est. 784 3.44 60,859 781.30 777.86 400 200 300 500 600 XII.- DESP.= 795.11 796.67 1.56 1.32 0.59 797.14 795.82 796.09 795.50 794.26 795.90 793.54 796.10 792.95 795.22 1.64 2.56 2.27 153 64 55,537 13 178 244 180 55,645 55,417 201 135 456 56,830 56,283 55,855 0.58 0.37 791.90 791.32 792.42 793.36 791.37 791.00 0.94 790.32 793.44 789.79 793.60 3.12 3.81 0.00 790.84 790.84 290 24 25 31 24 57,239 57,254 57,178 316 671 13 58,448 57,643 32 12 57,277 XI.- DESP.= Elev.= 800.275 1.20 1,699 m3 =1,416 m3 60,418 786.36 787.42 1.06 788.21 790.78 789.27 790.39 788.74 790.24 1.12 1.50 2.57 787.69 788.92 787.13 787.95 1.23 0.82 342 174 59,623 752 175 174 59,386 59,350 186 358 80 1 23 60,274 60,052 782.82 784.82 2.00 784.09 787.03 2.94 785.33 787.21 1.88 2.60 781.63 781.66 781.10 778.50 0.03 463 61,722 432 61,166 121 12 60,648 204 29 16 343 61,643 61,951 =3,013 m3 3,616 m3 1.20 1.20 700 800 900 3+000.00 1.72 0.58 782.22 780.50 783.89 783.31 788.14 791.74 789.16 797.76 3.60 8.60 0.27 786.20 785.93 3 629 199 60,034 60,230 775 186 61,736 60,254 6 41 60,000 787.25 792.62 789.26 798.09 788.44 794.68 8.83 6.24 5.37 0.01 5.39 4.07 786.71 786.70 786.90 781.51 787.82 783.75 514 67,291 1,012 673 65,985 64,146 16 138 1,284 10 722 65,903 67,187 67,890 XIII.- DESP.= EST.=2+640.00 5,804 m3 =4,837 m3 1.20 66,665 791.80 796.09 789.49 791.14 794.12 799.25 4.29 1.65 5.13 1.08 797.73 796.65 795.91 800.51 797.09 800.91 4.60 3.82 624 193 940 582 66,302 65,553 67,430 342 76 69,843 949 68,569 782 69,508 1.82 798.30 796.48 798.87 801.48 799.48 803.77 2.61 4.29 800.46 803.51 801.85 802.23 3.05 0.38 654 253 262 186 69,698 69,581 70,483 676 106 323 9 3 71,679 71,294 18 XIV.- DESP.= 65,793 66,665 =2,507 m3 1.20 3,008 m3 61,820 PIV=2+640.00 964 x 1.15 Est. 872 x 1.16 Est. -2.63 % en 210.00m EST.=2+200.00 ALCANT. DE TUBO DE 91 CM DE DIAM. EST.=2+340.00 ALCANT. DE TUBO DE 91 CM DE DIAM. 57,245 Elev=796.09 PIV=2+240.00 PCV=2+200.00 Elev=792.95 PTV=2+280.00 Elev=794.00 57,245 Elev=784.73 PTV=2+550.00 Elev=782.18 PCV=2+590.00 17.-S/A = 18.-S/A = 1cm=100 m3 -6.37 % en 40.00m 60,861 PIV=2+520.00 Elev=787.43 PCV=2+490.00 Elev=786.64 840 x 2.51 Est. 959 x 2.07 Est. C 20 C 19 55,495 14 55,546 PI= Lc= Rc= Gc= ST= A= 55,616 2+242.87 49.99 71.62 16°00' 26.06 40°00' IZQ 5cm=100 m3 16.-S/A = 73°14' DER 1cm=100 m3 15.-S/A = PI= A= 2+331.94 Gc= Rc= ST= Lc= 61.02 47.74 24°00' 35.48 PC=2+216.81 PT=2+266.80 PC=2+296.46 PST=2+391.93 PT=2+357.48 C 21 40.25 13° 88.14 20.48 26°10' IZQ 2+522.20 = 1,757 m3 Est, = 1,654 m3 Est, 1.20 1.20 A= PI= Rc= Gc= ST= Lc= 15 PC=2+501.72 PT=2+541.97 PST=2+567.20 ALCANT. DE TUBO DE 91 CM DE DIAM. Elev=784.60 PIV=2+840.00 -6.40 % en 10.00m = 924 m3 Est, = 843 m3 Est, 1.20 1.20 +12.00 % en 10.00m Elev=779.00 17 67,629 60,861 Elev=785.00 PTV=2+690.00 60,021 Elev=791.00 PIV=2+740.00 PCV=2+700.00 Elev=786.20 16 EST.=2+840.00 Elev=787.80 PCV=2+790.00 Elev=788.44 PTV=2+780.00 ALCANT. DE TUBO DE 91 CM DE DIAM. 22.-S/A = 21.-S/A = EST.=3+000.00 +2.83 % en 60.00m Elev=797.45 PTV=2+970.00 Elev=796.60 PIV=2+940.00 PTV=2+890.00 +12.00 % Elev=790.60 en 20.00m Elev=793.00 PCV=2+910.00 Elev=799.15 PCV=3+030.00 Elev=800.00 PIV=3+060.00 Elev=802.70 PTV=3+090.00 12 x 0.07 Est. 23 x 0.08 Est. C 22 2+804.56 117.27 52.08 22° 109.20 129° DER A= PI= Lc= Gc= Rc= ST= 20.-S/A = 1.20 1cm=50 m3 19.-S/A = 1.20 PC=2+695.36 PT=2+812.63 C 23 19 = 1 m3 Est, 69,673 = 2 m3 Est, 2+904.25 71.61 16° 41.66 21.44 33°20' IZQ Lc= Rc= Gc= A= PI= ST= 69,673 20 69,696 69,661 PT=2+924.47 PC=2+882.81 PST=2+951.72 PCV=3+570.00 Elev=837.25 Elev=835.55 PTV=3+550.00 77,220 77,220 +8.50 % en 20.00m 2,801 m3 PI=3+504.83 en arbol de grado a 31.20 m. BN-2-3 Ubicado al lado izquierdo del 200 300 400 500 XVI.- DESP.= 170 74,785 814.40 816.59 2.19 809.00 809.84 0.84 807.20 810.92 805.40 808.69 3.29 3.72 810.80 812.41 812.60 815.11 1.61 2.51 507 36 73,566 657 72,993 345 6 72,204 315 200 36 74,351 73,908 816.02 819.42 817.29 822.35 3.40 5.06 3.41 2.41 818.75 815.34 819.13 816.71 818.20 819.91 1.71 289 964 76,622 75,466 298 76,792 752 77,524 7 208 77,381 XV.- DESP.= Elev.= 799.449 1.20 7,547 m3 =6,289 m3 22 819.50 826.43 819.88 827.52 6.93 7.65 820.25 828.58 8.33 3.11 820.88 826.04 822.01 818.90 823.65 824.63 5.16 0.98 695 1,602 349 79,198 77,276 1,826 81,389 1,381 36 463 512 847 82,285 83,089 83,046 828.20 829.99 830.57 838.58 825.80 828.55 2.75 1.79 8.01 2.86 836.40 833.54 834.67 836.11 832.74 836.65 3.91 1.44 863 368 83,705 82,669 232 335 82,228 119 297 85,388 479 1,052 85,542 84,967 =4,428 m3 5,314 m3 1.20 77,056 +12.0 % en 30.00m XVII.- DESP.= 1.20 840 PCV=3+490.00 Elev=829.40 835 Elev=833.00 PIV=3+520.00 600 700 800 900 4+000.00 =2,473 m3 BN-3-3 Ubicado al lado izquierdo del PI=3+751.47 en poste de luz a 0.75 m. 86,476 0.14 842.23 842.09 838.13 839.26 840.06 840.62 1.13 0.56 849.27 850.94 844.60 846.60 847.00 850.94 1.67 2.00 3.94 135 88 67 1 298 50 85,387 85,356 85,195 96 147 262 22 85,992 85,469 855.02 858.28 3.26 851.27 851.51 0.24 853.15 857.43 4.28 856.90 857.05 858.77 858.77 0.15 0.00 294 87,757 130 86,632 342 87,042 139 119 3 88,350 88,210 Elev.= 846.330 =2,334 m3 1.20 XIX.- DESP.= 1.20 2,967 m3 Elev.= 856.527 85,282 XVIII.- DESP.= ALCANT. DE TUBO DE 91 CM DE DIAM. = 227 m3 Est, = 119 m3 Est, = 41 m3 Est, = 55 m3 Est, 164 x 0.30 Est. 207 x 0.32 Est. 1.20 1.20 77,427 21 513 x 0.53 Est. 256 x 0.56 Est. 23.-S/A = 24.-S/A = 1cm=50 m3 +9.00 % en 130.00m EST.=3+300.00 1.20 1.20 845 850 82,278 24 855 83,047 82,534 23 82,534 25 85,335 26 +1.88 % en 80.00m C 25 C 24 40.95 32.74 3+213.10 71° 40' IZQ. 23.64 PCV=3+220.00 PI= A= Lc= Gc= Rc= ST= 35° Elev=818.00 PIV=3+260.00 Elev=814.40 Elev=818.75 PTV=3+300.00 A= PI= Lc= Rc= Gc= ST= 3+294.31 52.08 40.90 22° 21.57 45° DER. PC=3+189.46 PC=3+272.74 PC=3+230.41 PST=3+260.56 PC=3+313.64 C 26 Elev=821.00 PIV=3+420.00 Elev=820.25 PCV=3+380.00 +12.0 % en 30.00m ALCANT. DE TUBO DE 91 CM DE DIAM. 85,418 3+504.83 76.66 381.97 3° 38.46 11°30' DER. A= PI= Rc= Gc= ST= Lc= Elev=825.80 PTV=3+460.00 PST=3+385.25 PST=3+345.31 PC=3+466.37 PC=3+543.03 = 13 m3 Est, 26.-S/A = PIV=3+680.00 =40 m3 PIV=3+600.00 Elev=839.80 1.20 Elev=843.40 Elev=847.00 PCV=3+660.00 PTV=3+630.00 +12.00 % en 30.00m 85,383 5cm=100 m3 48 m3 +9.37 % en 80.00m Elev=849.40 PTV=3+700.00 Elev=851.27 85,335 1.20 = 24 m3 Est, C 28 C 27 138°35' IZQ. 83 x 0.35 Est. 53 x 0.29 Est. 25.-S/A = 5cm=100 m3 EST.=3+560.00 A= PI= 3+683.54 55.43 Lc= Rc= Gc= ST= 22.91 50° 60.62 1.20 PI= A= Lc= Rc= ST= Gc= 3+751.47 48.50 28.64 40° 32.38 97° DER. PC=3+678.35 PC=3+622.92 PC=3+719.09 PC=3+767.59 800 IGUALDAD DE CADENAMIENTO ESTACION 0+874.36 AT ESTACION 0+870.00 AD ESTACION 0+870.00 AD ESTACION 0+874.36 AT 5.-S/A = 6.-S/A = 17 x 0.13 Est. 21 x 0.12 Est. 1.-S/A = 2.-S/A = 5cm=100 m3 1.20 1.20 2 11,043 5cm=100 m3 1.20 1.20 4.-S/A = 3.-S/A = 18,587 7 x 0.03 Est. = 1 m3 Est, 6 x 0.02 Est. = 1 m3 Est, 1 11,081 11,064 11,064 = 2 m3 Est, = 2 m3 Est, 3 4 18,581 18,587 18,594 30,018 AT = 487 m3 Est, 457 x 1.28 Est. 1.20 1.20 514 x 1.20 Est. 1cm=50 m3 = 514 m3 Est, 5cm=100 m3 20,880 20,880 28,964 AD 6 29,935 AD 5 29,478 AD KM 0+000 AL 3+780 CANTIDADES DE OBRA EXCAVACION TERRAPLEN SOBREACARREOS ACARREOS 0.00 M3. KM 6,086.00 M3.EST 16,976.00 M3 87,391.00 M3

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, DWG, HIGHWAY, length, located, municipality, pavement, profile, Road, route, rural, tipe, town