Project Of Road DWG Full Project for AutoCAD

Project Of Road DWG Full Project for AutoCAD

Plane walk and soft slopes – Speed Project 30 km / HR – Maximun lift 10% – Pumping 3% – Crown widt 4.00mts – Maxim pending 13% – Pending 8%

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

level curves to each meter, graphical coordinates., mileage, horizontal curve number, symbology:, road grade, road axis, level bank, road natural terrain profile, terrain, elevation, subgrade, embankment, cut, thickness, curve mass, ordinates of the, to the left of the station, profile stream white- the board, the indicated, scale :, plane no., radius, type, elev, of deflection, der, left, of curve, length , course rope, area, curve, piv, pcv, ptv, arc, delta, string, stan, geometry of vertical alignment, curves box, horizontal alignment geometry, under string, date :, path: white stream, tracing axis , symbology, road, type of road __________________ e, section, type, subgrade, characteristics of the section, road characteristics _____ plane and smooth slopes, outline profile, geometric project, section: stream white – the board

Raw text data extracted from CAD file:

42 X=2000.000 Y=2000.000 CURVAS DE NIVEL A CADA METRO COORDENADAS GRAFICAS. KILOMETRAJE NUMERO DE CURVA HORIZONTAL S I M B O L O G I A : CURVAS DE NIVEL A CADA 5 METROS KM 1+000 C3 RASANTE DE CAMINO EJE DE CAMINO BANCO DE NIVEL PERFIL DE TERRENO NATURAL DE CAMINO 150 145 140 135 130 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55 ESCALA HORIZONTAL 1 : 2500 ESCALA VERTICAL 1 : 250 0+000.00 100.00 0+020.00 103.75 0+040.00 103.90 0+060.00 101.75 0+080.00 103.80 0+100.00 104.40 0+120.00 105.70 0+140.00 107.96 0+160.00 109.80 0+180.00 112.85 0+200.00 115.00 0+220.00 118.55 0+240.00 121.05 0+260.00 122.60 0+280.00 24.05 0+300.00 125.05 0+320.00 125.90 0+360.00 128.10 0+380.00 129.10 0+400.00 129.75 0+420.00 130.20 0+440.00 130.70 0+480.00 131.80 0+520.00 132.70 0+540.00 133.20 0+580.00 133.90 0+600.00 134.20 0+620.00 137.70 0+640.00 135.20 0+660.00 136.30 0+680.00 137.70 0+700.00 140.20 0+720.00 142.50 0+740.00 143.55 0+760.00 143.90 0+800.00 145.60 0+820.00 146.60 0+840.00 145.00 0+860.00 141.70 0+880.00 140.10 0+900.00 138.00 0+920.00 135.35 0+940.00 134.75 0+960.00 133.35 0+980.00 131.36 1+000.00 129.58 1+020.00 126.42 1+040.00 125.42 1+060.00 123.66 1+080.00 121.70 1+100.00 119.58 1+120.00 118.18 1+140.00 116.77 1+160.00 116.12 1+180.00 115.88 1+200.00 116.08 1+220.00 116.30 1+240.00 114.17 1+260.00 113.69 1+280.00 112.25 1+300.00 110.23 1+320.00 109.15 1+340.00 110.27 1+360.00 111.38 1+400.00 112.98 1+420.00 112.92 1+440.00 111.28 1+460.00 109.57 1+480.00 108.10 1+500.00 106.17 1+520.00 103.43 1+540.00 100.51 1+560.00 97.92 1+580.00 94.78 1+600.00 91.27 1+620.00 88.63 1+640.00 86.70 1+660.00 84.65 1+680.00 83.17 1+700.00 81.00 1+720.00 77.25 1+740.00 73.66 1+760.00 72.18 1+780.00 70.57 1+800.00 69.19 1+820.00 67.60 1+840.00 66.64 1+860.00 65.30 1+880.00 64.12 1+900.00 63.49 1+920.00 61.16 1+940.00 60.30 127.00 0+340.00 +5.7 % en 100.10m +9.7 % en 99.90m +2.8 % en 200.00m +5.3 % en 30.00m -8.6 % en 170.00m -3.0 % en 80.00m -10.4 % en 300.00m -5.6 % en 80.00m PCV=0+100.10 Elev=105.70 PIV=0+140.10 Elev=107.70 PTV=0+180.10 Elev=111.40 PCV=0+280.00 Elev=121.10 PIV=0+340.00 Elev=126.30 PTV=0+400.00 Elev=128.70 PCV=0+600.00 Elev=134.20 PIV=0+640.00 Elev=135.20 PTV=0+680.00 Elev=137.40 PCV=0+710.00 Elev=139.00 PIV=0+790.00 Elev=140.40 PTV=0+910.00 Elev=136.30 PCV=1+080.00 Elev=121.60 PIV=1+160.00 Elev=116.40 PTV=1+240.00 Elev=114.60 PCV=1+320.00 Elev=112.20 PIV=1+400.00 PTV=1+480.00 Elev=102.80 PCV=1+780.00 Elev=71.70 PTV=1+860.00 Elev=64.80 PIV=1+816.49 Elev=68.23 131.25 0+460.00 132.25 0+500.00 133.55 0+560.00 144.75 0+780.00 112.18 1+380.00 50 121.10 TERRENO ELEVACION SUBRASANTE 101.12 100.00 103.36 102.24 106.60 104.48 105.60 109.45 107.85 115.32 111.50 113.40 119.17 117.25 120.12 130.94 128.10 124.90 123.30 127.30 126.20 129.26 128.70 130.38 129.82 133.74 132.06 131.50 133.18 132.62 135.43 134.30 134.95 136.30 137.40 137.10 140.55 138.50 139.65 141.10 141.35 140.45 141.30 141.05 139.65 138.45 128.50 133.60 135.30 130.20 131.90 125.10 126.80 121.70 123.40 98.55 114.77 117.38 119.66 115.30 116.28 113.26 114.16 113.62 112.54 112.90 111.19 112.18 111.85 109.30 110.32 104.63 108.00 106.51 100.62 102.70 77.73 88.13 94.37 96.45 90.21 92.29 83.97 86.05 79.81 81.89 67.85 73.57 75.75 69.55 71.49 63.40 66.52 64.55 60.70 62.00 4393 2.95 TERRAPLEN CORTE ESPESOR 1.61 CURVA MASA ORDENADAS DE LA 1818 1928 1.358 994 0.68 1.20 0.00 0.35 0.05 3.23 1.35 1.60 3.43 3.80 677 635 735 1409 1065 3667 2767 1862 885 1241 16098 0.54 3135 0.86 1.00 1.00 1.75 0.80 0.80 0.94 1.05 0.87 0.88 5883 5653 5458 5218 4888 6939 6698 6438 6158 0.16 0.64 0.75 0.58 0.37 0.25 0.10 7586 7528 7415 7588 7286 6986 6418 6701 7479 7238 14104 0.90 0.23 2.80 3.40 2.80 4.55 4.30 5.55 1.65 2.05 9008 8286 7626 6480 6962 13794 13397 12486 9913 11103 0.88 1.45 1.15 1.16 1.05 0.26 0.32 0.38 15680 15390 15061 14722 14397 15999 15947 15839 15792 23426 4.88 1.31 0.16 0.61 0.58 1.48 2.14 0.43 0.55 0.65 2.31 15911 15774 15892 15958 16114 16820 16988 16209 16449 16834 3.68 1.86 0.19 1.58 3.03 5.55 4.94 5.40 4.92 4.77 15702 15381 16318 15613 15350 19546 22181 20829 17271 18390 27491 0.48 0.50 3.55 2.49 1.06 4.06 1.28 1.19 0.65 0.68 26621 25472 26507 26198 24509 26899 27429 27136 26753 0.25 0.92 2.89 1.39 0.34 0.72 0.12 0.65 0.46 1.49 26350 26348 26421 26714 27178 27087 26878 26653 26372 26488 60.30 2.63 1.66 0.30 1.70 2.85 0.00 0.9 KM 0+000 KM 1+000 C1 PT 0+057.67 PC 0+000.00 RADIO=20.000m Lc=30.193m STAN=18.813m CUERDA=27.406m DELTA=86°29'47" PI=0+035.94 PI=0+161.17 PT 0+213.65 PC 0+097.65 C2 Lc=115.998m RADIO=114.590m DELTA=57°59'59" CUERDA=111.108m STAN=63.518m C3 PT 0+267.38 PC 0+239.20 PI=0+253.65 STAN=31.778m CUERDA=61.245m DELTA=30°59'58" RADIO=114.590m Lc=61.998m PT 0+437.48 PC 0+379.98 C4 PI=0+410.38 RADIO=71.610m DELTA=46°0'5" CUERDA=55.962m STAN=30.398m Lc=57.494m PI=0+663.48 PT 0+690.90 PC 0+633.98 C5 STAN=29.496m CUERDA=55.944m DELTA=36°59'51" RADIO=88.160m Lc=56.928m PI=0+827.40 PT 0+877.55 PC 0+744.47 C6 STAN=82.921m CUERDA=120.796m DELTA=86°29'54" RADIO=88.150m Lc=133.078m PI=0+972.05 C7 PC 0+945.50 PT 0+996.09 RADIO=67.400m Lc=50.583m STAN=26.550m CUERDA=49.405m DELTA=43°0'1" PI=1+119.59 PT 1+140.84 PC 1+097.84 C8 STAN=21.750m RADIO=114.560m CUERDA=42.736m DELTA=21°30'0" Lc=42.988m PT 1+296.39 PC 1+250.51 C9 PI=1+274.34 RADIO=67.290m DELTA=38°59'57" CUERDA=44.923m STAN=23.828m Lc=45.802m PT 1+492.63 PC 1+416.38 C10 PI=1+465.39 DELTA=91°30'13" RADIO=28.650m Lc=45.755m STAN=29.412m CUERDA=41.045m PT 1+558.96 PC 1+514.96 C11 PI=1+542.63 Lc=61.881m RADIO=40.290m DELTA=88°0'1" CUERDA=55.976m STAN=38.908m C12 PC 1+560.54 PT 1+602.33 PI=1+583.46 Lc=10.211m RADIO=10.000m DELTA=58°30'18" CUERDA=9.773m STAN=5.601m PI=1+710.83 PT 1+805.37 PC 1+612.04 C13 CUERDA=63.708m STAN=152.342m Lc=136.215m RADIO=37.574m DELTA=207°42'37" 1.-S/A ADELANTE DE EST 0+020 A EST 0+126 4.2 * 8.4 =35.28 M3 EST 2.-S/A ATRAS DE EST 0+126 A EST 0+210 3.1 * 4.00 =12.40 M3 EST 3.-DESPERDICIO 790 M3 DE EST.0+210 A EST0+490 4.-S/A ADELANTE DE 6.6*4.8=31.68 M3 EST 5.-S/A ATRAS DE 3.4 *6.8 =23.12 M3 EST 6.-DESPERDICIO DE 8760 M3 EST 0+744 A EST=1+070 6.-S/A ATRAS DE 6.4*4.7 = 30.08 M3 EST 5.-S/A ADELANTE DE 3.6*5.2 =18.72 M3 EST 4.-DESPERDICIO DE 11020 M3 DE EST 1+406 A EST 1+680 3.-S/A ATRAS DE 2.8*5.0 = 14.0 M3 EST 2.-S/A ADELANTE DE 5.5*10.2 =56.1 M3 EST 1.-S/A ADELANTE DE 5.0*2.1 =10.53 M3 EST 0+000.00 A 30.00 MTS. B.N. No. 01 UBICADO EN UN POSTE DE LINDERO DE CERCA CON PALOMETA PINTADA DE NEGRO A LA IZQUIERDA DE LA ESTACION UNA ELEV= 98.00 MSNM. PERFIL ARROYO BLANCO- LA JUNTA TOTAL VOLUMEN CORTE = 31,677.00m3 TOTAL VOLUMEN TERRAPLEN = 1691.90 m3 LA INDICADA ESCALA: PDT 1/1 PLANO No. RADIO TIPO 136.30 20 52.10 71.61 88.16 88.15 67.29 47.74 67.29 41.34 10 28 111.40 128.70 134.40 ELEV 114.60 200 DE DEFLEXION DER IZQ DER IZQ IZQ DER DER DER DER IZQ IZQ IZQ IZQ DE CURVA LONGITUD 80 120 80 160 N 49°49'47.12" W S 56°55'03.46" W S 76°50'14.81" E RUMBO CUERDA N 37°25'06.65" E S 51°40'00.61" W N 38°10'00.43" E S 30°39'57.20" W S 10°50'00.83" E N 13°55'00.33" E N 78°39'57.60" E S 69°05'02.03" E N 77°50'00.86" W S 51°34'53.18" E 8.42 AREA PT PI LONGITUD G CURVA PC 0+790.00 0+045.96 0+267.38 0+437.48 0+690.90 0+877.55 0+996.09 0+340.00 0+640.00 0+213.65 1+140.84 1+296.39 1+492.63 1+563.62 1+585.54 1+805.37 PIV 0+140.10 0+710.00 CV4 0+017.69 0+097.65 0+239.20 0+379.98 0+633.98 0+744.47 0+945.50 1+097.84 1+250.51 1+416.38 1+514.75 1+576.48 1+612.04 0+100.10 0+280.00 0+600.00 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 CV3 CV1 CV2 CURVA PCV 139.00 0+035.94 0+161.17 0+253.65 0+410.38 0+663.48 0+827.40 0+972.05 1+119.59 1+274.34 1+465.39 1+542.63 1+583.46 1+7110.83 ELEV 105.70 121.10 134.20 1+080.00 CV5 121.60 1+160.00 140.40 0+910.00 DE CURVA 28.77 116 60° 10° 28.18 57.50 56.92 133.08 22° 16° 13° 13° 45.88 43 76.25 45.88 17° 10° 17° 24° 48.57 7.77 30 28° 150° 60° ELEV PTV 107.70 0+180.10 126.30 0+400.00 135.20 0+680.00 116.40 1+240.00 61.88 10.21 73.79 ARCO 30.19 116.00 62.00 57.49 56.93 133.08 50.58 42.99 45.80 45.76 88°0'0.69" 58°30'18.15" 150°59'41.61" 86°29'46.59" 57°59'58.66" 30°59'58.31" 46°0'4.78" 36°59'51.29" 86°29'53.61" 43°0'0.95" 21°29'59.79" 38°59'57.46" 91°30'12.82" C11 C12 C13 CURVA C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 DELTA 40.29 10.00 28.00 RADIO 20.00 114.59 114.59 71.61 88.16 88.15 67.40 114.56 67.29 28.65 55.98 9.77 54.22 38.91 5.60 108.25 CUERDA 27.41 111.11 STAN 18.81 63.52 61.24 55.96 55.94 120.80 31.78 30.40 29.50 82.92 49.40 42.74 44.92 41.05 26.55 21.75 23.83 29.41 GEOMETRIA DEL ALINEAMIENTO VERTICAL 114.59 114.56 CUADRO DE CURVAS GEOMETRIA DEL ALINEAMIENTO HORIZONTAL 435.45 842.98 102.30 1,078.31 170.79 214.14 170.79 1,987.46 155.58 57.38 116.27 245.17 BAJO CUERDA JUNIO DE 2002. FECHA: CAMINO: Arroyo Blanco 64.80 80 EJE DE TRAZO Espesor de base = 20 cms SIMBOLOGIA AREA DE TERRAPLEN = 4.76m2 AREA DE CORTE = 1.55m2 CALZADA -3.00% TIPO DE CAMINO __________________ E GRADO MAXIMO DE CURVA _________ 60° 00' VELOCIDAD DE PROYECTO _________ 30 KM/HR. BOMBEO _________________________ 3.0 % SOBREELEVACION MAXIMA _________ 10 % ANCHO DE CORONA _______________ 4.00 mts. PENDIENTE MAXIMA ________________13 % PENDIENTE GOBERNADORA _________ 9 % S E C C I O N T I P O nota: EL ESPESOR DE REVESTIMIENTO EN TODO EL CAMINO SERA DE 20 CMS. 1.5:1 R = Elevacion en cero T.N. R=43.12 OFF=-7.01 2:1 OFF = Distancia cero al centro de línea. 1+820.00 1+780.00 CV7 71.70 R=41.63 sub.rasante C L -3.00% R=42.93 T.N.=42.00 OFF=4.86 1.5:1 67.90 1+860.00 CARACTERISTICAS DEL TRAMO CARACTERISTICAS DE CAMINO _____ PLANO Y PENDIENTES SUAVES T.N. = Elevacion del terreno natural. R = Elevacion de subrasante 1+400.00 1+320.00 CV6 112.20 102.80 108.79 1+480.00 160 \fTimes New Roman|b1|i0|c0|p18;GOBIERNO DEL ESTADO DE PUEBLA PERFIL DE TRAZO D E L K M 0+ 0 0 0 A L K M 1 + 9 2 5 .6 0 PROYECTO GEOMETRICO DE ESTACION: 0+000 A ESTACION: 1+925.60 TRAMO: Arroyo Blanco - La Junta \fTimes New Roman|b1|i0|c0|p18;H. AYUNTAMIENTO DE HUEYTAMALCO, PUE. \fTahoma|b0|i0|c0|p34;N Elev=108.79

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DWG, full, HIGHWAY, km, lift, pavement, plane, Project, Road, route, slopes, speed, walk