Highway, Guerreo, Mexico – – Geometric Projection DWG Full Project for AutoCAD

Highway, Guerreo, Mexico – – Geometric Projection DWG Full Project for AutoCAD

POINT 05 KM

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

ident., references of the trace, to the center of tenexcotitlan, village tenexcotitlan, to noxtepec, elevation of natural terrain, elevation of the subgrade, thickness of cut, thickness of embankment, in section, stratigraphy and classification, drainage works, volume x distance , quantity, movement of terraces, underlay layer, movement, notes :, no., subgrade layer, geometric, volume, envelope, carry, distance, unit, distance of payment, in terraple, thickness in m, geometry of horizontal alignment, curve, st or ste, pc or tee, pi or pst, np or ch., polygonal reference, scales:, right m, elev., magnification, right, left m, over-, left, pt or et, excavations, earthworks, minor drainage, general residence of feeder roads, board for embankments, tetipac, gro., origin of cad., project of terracerias, tetipac – pilcaya, tetipac -, pilcaya, section, road :, mesh electrowelded, concrete cyclopean, concrete, from km to km, demolitions, compacted to, masonry, ——, dic., date, compaction, formation and, material product of the cuts, material product of the bank loans, material b , material c, material a, subgrade in cuts, of the filling to form layer, scarification, camouflaged, built on material no, carries, zampeado, excavations, compactable, tubes of, steel by temperature, reinforcing steel, of embankments with or sin, refining wedge, of the bed of the cuts, of existing terraces, of existing pavements, laterals within the embankment, of the embankment, of the natural terrain in the area, tiers, of the upper layer of embankments, compaction , loans, total, strip, despalme, bandeado, bank no., wasted material, material used, kg., ____ vhs., maximum curvature, governor slope, boxes for rebar, cutting crown recesses, quantities of work, cuts and exc. additional, clearings in cut, of embankments, for landslide, thickness of pavement, gutter, medium width of road, highway type, speed of project, section type, current road, ldv, thickness of pavement, axis of stroke and project, maximum slope , width of crown, width of road, project data, tube, concrete ref.

Raw text data extracted from CAD file:

142 143 4 4 1 1 4 5 146 147 148 149 150 151 152 153 154 155 156 157 ELEVACION = 92.972 m A 8.00m DER. DE EST=0+118.120 CON BANCO DE NIVEL BN-2 S/MOJONERA UB. \A1;30 \A1;L.D.V. TOTAL - 40.00m. \A1;20.00m. \A1;MEDIO ANCHO DE CALZADA \A1;20.00m. \A1;7.00m. \A1;3.50m. \A1;3.50m. 4+000 4+100 4+200 4+300 4+400 4+500 4+600 4+700 4+800 4+900 5+000 1595 1600 1605 1610 1615 1620 1625 1630 1635 1595 1600 1605 1610 1615 1620 1625 1630 1635 E = 0.097 K = 20.692 LCV=40.000 E = -3.778 K = 13.235 LCV=200.000 7.994% Elev=1625.7347 Pmax=4+094.350 PIV Elev=1629.5000 PIV=4+088.555 PCV Elev=1621.5063 PCV=3+988.555 PCV=4+254.569 Pend=-7.118% -7.118% PTV Elev=1622.3819 PTV=4+188.555 K = 17.364 LCV=140.000 -5.185% PCV Elev=1604.3104 PCV=4+505.025 Pend=-5.185% PIV Elev=1616.2594 PIV=4+274.569 PTV Elev=1615.2224 PTV=4+294.569 PCV Elev=1617.6830 PCV=4+803.852 PTV Elev=1602.6955 E = 1.411 2.878% Elev=1601.9765 Pmin=4+595.053 PTV=4+645.025 PIV Elev=1600.6810 PIV=4+575.025 Pend=2.878% 2.878% PCV Elev=1607.2665 -8.004% E = -3.265 K = 22.055 LCV=240.000 Elev=1608.1798 Pmax=4+867.325 PIV Elev=1610.7200 PIV=4+923.852 4+000.000 -1.800 4+020.000 -0.629 4+040.000 -0.174 4+060.000 -0.206 4+080.000 -1.030 4+100.000 -1.194 4+120.000 -1.073 4+140.000 -0.394 4+160.000 -0.135 4+180.000 -0.852 4+200.000 -0.435 4+220.000 -1.371 4+240.000 -0.998 4+260.000 -0.836 4+280.000 -0.645 4+300.000 0.119 4+320.000 0.86 4+340.000 0.077 4+360.000 -0.001 4+380.000 -0.756 4+400.000 -0.155 4+420.000 -0.260 4+440.000 -0.952 4+460.000 -0.200 4+480.000 -0.200 4+500.000 -0.200 4+520.000 -0.872 4+540.000 -1.255 4+560.000 -1.463 4+580.000 -1.161 4+600.000 -0.540 4+620.000 1.199 4+640.000 1.746 4+660.000 1.079 4+680.000 0.261 4+700.000 -0.227 4+720.000 -0.324 4+740.000 -0.104 4+760.000 -0.069 4+780.000 0.836 4+800.000 1.324 4+820.000 1.753 4+840.000 2.289 4+860.000 1.966 4+880.000 1.43 4+900.000 1.147 4+920.000 0.308 4+940.000 0.187 4+960.000 0.15 4+980.000 0.07 5+000.000 -0.459 -3.57 -3.57 -3.24 -3.24 -2% -2% 0 +3.57 0 +3.57 0 +3.24 0 +3.24 -2% -2% -2% -2% -2% -2% 100 100 90 90 -9.25 -4.06 -4.06 -2.87 -2.87 -3.49 -3.49 -2.76 -2.76 -9.25 -2.00 -2.00 +4.38 +4.87 +4.87 +3.24 +3.24 +10.0 +10.0 +9.73 +9.73 +2.00 +2.00 0 +9.25 0 +2.00 0 +2.00 50 -2.00 50 -2.00 -2% -2% -2% -2% -2% -2% +9.25 0 0 +2.76 0 +2.76 210 -9.73 210 -9.73 -2% -2% 0 +3.49 0 +3.49 210 -10.0 210 -10.0 -2% -2% -2% -2% -2% -2% 0 +2.87 90 -3.24 90 -3.24 -2% -2% -2% -2% -2% -2% 0 +4.06 0 +4.06 0 +2.87 120 -4.87 120 -4.87 -2% -2% -2% -2% -2% -2% -2% -2% -2% -2% 120 -4.38 -2% -2% 210 50 50 0 0 210 90 90 0 0 100 100 0 0 90 0 0 120 120 90 0 0 0 4+989.686 4+881.108 4+831.612 4+804.412 4+779.017 4+737.342 4+636.392 4+601.537 4+557.899 4+522.305 4+479.129 4+457.825 4+386.369 4+349.609 4+319.702 4+297.875 4+255.163 4+238.342 4+203.779 4+120.452 4+094.648 4+033.010 PTO. REFERENCIADO(P) PC PT PC PC PT PC PT PT PC PT PC PT PT PT PC PT PC PT PC PT PC Km PC IDENT. ANGULOS ( d ) A LA DERECHA PROLONGACION TANGENTE ATRAS Y DISTANCIA DE P o R 149°31'30" 328°43'29" 321°34'11" 161°42'18" 318°32'53" 136°44'45" 316°34'40" 315°36'54" 332°41'54" 125°58'06" 312°38'26" 343°11'26" 111°13'45" 333°31'23" 139°11'05" 330°02'51" 314°12'47" 140°02'03" 145°07'10" 323°28'07" 115°21'52" 160°11'30" REFERENCIAS DEL TRAZO 48°03'27" 4.441 222°29'47" 5.491 218°59'10" 6.818 43°02'47" 5.735 226°34'31" 6.015 28°56'13" 7.829 224°56'14" 6.300 226°31'05" 5.874 215°42'26" 4.526 42°35'01" 7.215 240°21'07" 5.559 224°35'51" 3.924 36°53'15" 7.679 221°06'13" 5.415 32°11'26" 5.519 200°48'16" 9.395 223°29'24" 4.646 36°09'48" 5.313 31°32'24" 7.716 228°17'21" 6.146 38°49'31" 5.471 35°06'14" 3.754 DR1 d DR2 EN 5.918 5.742 6.325 15.225 6.025 5.864 6.913 5.973 6.167 6.750 6.442 5.790 5.980 5.151 4.242 4.824 5.104 4.590 7.259 7.504 4.236 12.954 DR4 EN DR3 d R1 R2 R3 DR4 F F 1 2 P DR3 R4 12270.933 7683.927 12256.805 7693.936 12244.342 7705.954 150 152 153 4+989.686 155 154 4+737.342 4+633.705 4+804.412 151 4+831.612 12829.755 7519.136 12688.714 7474.354 12669.352 7493.421 12610.068 7521.391 12506.432 7521.137 12434.669 7507.380 146 149 4+350.462 4+479.129 147 4+557.899 145 148 4+387.847 4+255.163 4+319.702 12376.846 7494.500 12337.048 7570.767 12330.098 7601.739 12331.039 7629.581 12284.658 7674.203 4+997.703 4+758.927 5+000.000 4+860.523 4+808.081 4+635.049 12836.804 7522.956 12708.873 7453.630 12672.296 7491.232 12631.653 7521.457 12507.775 7521.078 12451.192 7523.560 5+005.534 4+881.108 4+779.017 4+811.735 4+636.392 12841.974 7529.083 12734.292 7467.405 12674.854 7488.601 12648.974 7508.576 12509.119 7521.082 12474.296 7522.547 4+519.649 4+338.200 4+581.025 4+426.359 4+376.615 4+276.608 12380.288 7454.127 12371.765 7554.099 12312.139 7582.726 12343.385 7615.806 12302.157 7661.805 4+522.305 4+601.537 4+297.875 4+386.369 4+349.609 4+457.825 12409.238 7482.477 12375.037 7515.727 12335.716 7571.407 12330.683 7602.359 12316.471 7645.835 4+094.648 143 144 4+203.779 142 4+033.010 12162.187 7776.473 12102.617 7792.114 4+038.180 4+221.093 4+107.821 12174.876 7772.937 12107.765 7791.640 12069.746 7795.141 4+120.452 4+043.323 4+238.342 12184.358 7763.793 12112.745 7790.252 12838.140 7525.098 4+000.000 20.104 19.099 67.407 19.099 53.298 57.296 57.296 52.087 229.183 190.986 38.197 42.441 64.863 45.837 21°30'00" 46°54'41" 150 27°00'00" 21°23'40" 155 20°00'00" 30°00'00" 17°40'00" 25°00'00" 74°14'39" 02°41'14" 36°48'46" 09°09'12" 154 153 152 151 57°00'00" 60°00'00" 17°00'00" 60°00'00" 85°14'13" 107°43'16" 59°28'52" 129°31'36" 149 148 147 146 20°00'00" 22°00'00" 05°00'00" 06°00'00" 10°18'43" 28°23'04" 08°38'26" 12°48'49" 145 144 143 142 23.126 43.639 8.017 15.848 1.344 2.687 21.585 3.669 28.912 7.323 49.496 41.675 18.498 26.153 38.511 40.519 29.908 35.907 69.978 43.176 5.170 13.173 17.314 21.446 10.312 25.804 34.562 42.712 \A1;313.422 4+300 PT=4+297.875 PC=4+255.163 PT=4+238.342 PC=4+319.702 PC=4+387.847 PT=4+386.369 5 PT=4+881.108 PT=4+779.017 4+400 PC=4+633.705 PT=4+601.537 PC=4+804.412 PC=4+737.342 4+700 4+600 4+500 PT=4+636.392 PC=4+557.899 PT=4+522.305 PC=4+479.129 PT=4+457.825 Diametro 1.20 PC=4+350.462 PT=4+349.609 Diametro 0.90 PC=4+989.686 5+000 4+900 4+800 PC=5+016.588 PT=5+005.534 PC=4+831.612 PT=4+811.735 AL CENTRO DE TENEXCOTITLAN POBLADO TENEXCOTITLAN PC=4+094.648 PC=4+033.010 4 4+200 A NOXTEPEC PC=4+203.779 4+100 4+000 PT=4+120.452 PT=4+043.323 PT=3+957.161 1620 1625 1620 1610 1615 1600 1600 1605 1605 1605 1610 1615 1620 1610 1595 1600 1605 1605 1610 1615 1625 1620 1625 1625 1630 1630 1615 1620 1625 1630 1635 E 7200 E 7300 E 7400 E 7500 E 7600 N 12300 N 12400 N 12500 N 12600 N 12700 N 12800 E 7900 N 12000 N 12100 N 12200 E 7700 N 12400 N 12500 N 12600 N 12700 N 12800 N 12900 N 12200 E 7600 N 12200 E 7700 E 7300 E 7400 E 7600 E 7900 ELEVACION DE TERRENO NATURAL ELEVACION DE LA SUBRASANTE ESPESOR DE CORTE ESPESOR DE TERRAPLEN 0.00 0.30 EN CORTE ESTRATIGRAFIA Y CLASIFICACION OBRAS DE DRENAJE VOLUMEN x DISTANCIA CANTIDAD MOVIMIENTO DE TERRACERIAS CAPA DE SUBYACENTE * Medido en el corte o en el banco de prestamo ** desperdicio MOVIMIENTO NOTAS: No. CAPA DE SUBRASANTE GEOMETRICO VOLUMEN M3 DE SOBRE- ACARREO DISTANCIA UNIDAD DISTANCIA DE PAGO CANTIDAD 4+000 0.00 1 2 3 4 EN TERRAPLEN ESPESOR EN m 0.30 UNIDAD GEOMETRIA DE ALINEAMIENTO HORIZONTAL CURVA CURVA ST o STe Gc c Rc Lc e Le Xc PC ó TE X Y EC X Y PI ó PST X Y X CE Y NP O CAD. X Y POLIGONAL DE REFERENCIA 1M = 200M VER ESCALAS: 1M = 2000M HOR DERECHA m ELEV. AMPLIACION % DER. Yc k IZQUIERDA m SOBRE- AMPLIACION p IZQ. Y PT ó ET X ( VOLUMEN GEOMETRICO ) E X C A V A C I O N E S T E R R A C E R I A S 5 6 7 8 9 DRENAJE MENOR f'c= 100 0 kg/cm2. m3 RESIDENCIA GENERAL DE CARRETERAS ALIMENTADORAS BORDO PARA CANALES TERRAPLEN TETIPAC, GRO. ORIGEN DE CAD. PROYECTO DE TERRACERIAS TETIPAC - PILCAYA TETIPAC - 150 250 5+000 PILCAYA TRAMO CARRETERA: MALLA ELECTROSOLDADA CONCRETO CICLOPEO CONCRETO f'c= f'c= DE KM a KM 4+000 5+000 DEMOLICIONES COMPACTADO A kg/cm2. kg/cm2. m3 12.8 m2 m3 3.1 20.1 m3 CONCRETO MAMPOSTERIA ------ DIC. 2004 FECHA m3 m3 m3 COMPACTACION FORMACION Y MATERIAL PRODUCTO DE LOS CORTES MATERIAL PRODUCTO DE LOS PRESTAMOS DE BANCO m3 Km Subs. MATERIAL B MATERIAL C MATERIAL A SUBRASANTE EN CORTES DEL RELLENO PARA FORMAR CAPA TENDIDO Y COMPACTADO (ExAcTeCo) ESCARIFICACION, ACAMELLONADO, CONSTRUIDA SOBRE MATERIAL NO ACARREOS PLANTILLA(f'c= kg/cm2) MAMPOSTERIA DE 3a. ZAMPEADO m3 1er Km EXCAVACIONES 0 m3 ESTACION m3 hm 0 COMPACTABLE TUBOS DE ACERO POR TEMPERATURA ACERO DE REFUERZO m3 m3 m3 m3 5.5 5.6 0 13.0 m3 m3 0 md( ) md( ) md( ) md( ) 122 Vol. Agua m3 A 100% A 95% A 95% A 100% A 95% A 100% A 90% m3 hm Ad 0 m3 5hm m3 hm Ad m3 Km 9006 DE TERRAPLENES CON O SIN CUÑA DE AFINAMIENTO DE LA CAMA DE LOS CORTES DE TERRACERIAS EXISTENTES DE PAVIMENTOS EXISTENTES LATERALES DENTRO DE LA DE DESPLANTE DE TERRAPLENES DEL TERRENO NATURAL EN EL AREA ESCALONES DE LIGA DE LA CAPA SUPERIOR DE TERRAPLENES COMPACTACIONES (VOL. GEOMETRICO) PRESTAMOS TOTAL FAJA DE DESPALME Y/O TERRAPLEN A 95% A 90% A 95% A 100% A 95% A 100% A 95% A 100% A 90% A 95% BANDEADO m3 m m DEL BANCO No. MATERIAL B MATERIAL C DEL BANCO No. DEL BANCO No. MATERIAL DESPERDICIADO MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL A m3 kg. m m m m 11.3 kg. 2.6 m3 Km m3 Km Ad 9006 m3 m3 m3 m3 m3 m3 0 0 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 0 m3 0 m3 0 m3 m3 m3 m3 TRANSITO (DPA) ____ Vhs. CURVATURA MAXIMA PENDIENTE GOBERNADORA 30° 00' 6.00 % CAJAS PARA DESPLANTE REBAJES CORONA DE CORTE CANTIDADES DE OBRA DESMONTE (PARA DENSIDAD 100% VEGETACION TIPO) CORTES Y EXC. ADICIONALES DESPALMES EN CORTE DE TERRAPLENES TOTAL 1512.67 5376.27 m3 m3 MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO MATERIAL APROVECHADO MATERIAL DESPERDICIADO DE TERRAPLENES PARA DESPLANTE MATERIAL A MATERIAL C MATERIAL B ESPESORES DE PAVIMENTO 30 L.D.V. TOTAL - 40.00m. DEL KM 0+000.00 AL KM 13+747.00 20.00m. CUNETA MEDIO ANCHO DE CALZADA CARPETA ASFALTICA e=5 cm SUB-RASANTE COMPACTADA AL 95% e=30 cm BASE COMPACTADA AL 95% e=15 cm -2.00 E J 20.00m. Ha m3 m3 m3 m3 m3 0 0 m3 m3 m3 m3 3763.39 0 0 CARRETERA TIPO VELOCIDAD DE PROYECTO C 40 KPH AÑO 2004 A= 40% B=60% C= 0% SECCION TIPO CAMINO ACTUAL L.D.V. ESPESOR DE PAVIMENTO 7.00m. 3.50m. 3.50m. -2 % -2 % L C EJE DE TRAZO Y PROYECTO L.D.V. PENDIENTE MAXIMA 0.35 m ANCHO DE CORONA ANCHO DE CALZADA 7.00 m DATOS DE PROYECTO 8.0 % 7.00 m 3:1 3509.39 1612.88 0 - 0.20M GRAVA-ARENA COLOR CAFE CLARO POCO HUMEDA MEDIANAMENTE COMPACTA. CVV 1.05 (90%) 1.00 (95%) 0.95 (100%) CASIF. PRESUP. 00-30-70 OBS. 1,2,3,4,5,6,7,8,9 8 m3-Hm 9006 Hm 2.9 313.42 3069 SUB-BASE COMPACTADA AL 95% e=15 cm E = 0.097 K = 20.692 LCV=40.000 E = -3.778 K = 13.235 LCV=200.000 7.994% Elev=1625.7347 Pmax=4+094.350 PIV Elev=1629.5000 PIV=4+088.555 PCV Elev=1621.5063 PCV=3+988.555 PCV=4+254.569 Pend=-7.118% -7.118% PTV Elev=1622.3819 PTV=4+188.555 -5.185% PCV Elev=1604.3104 PCV=4+505.025 Pend=-5.185% PIV Elev=1616.2594 PIV=4+274.569 PTV Elev=1615.2224 PTV=4+294.569 PCV Elev=1617.6830 PCV=4+803.852 PTV Elev=1602.6955 2.878% Elev=1601.9765 Pmin=4+595.053 PTV=4+645.025 PIV Elev=1600.681 PIV=4+575.025 Pend=2.878% 2.878% PCV Elev=1607.2665 -8.004% E = -3.265 K = 22.055 LCV=240.000 Elev=1608.1798 Pmax=4+867.325 PIV Elev=1610.7200 PIV=4+923.852 1595 1600 1605 1610 1615 1620 1625 1630 1635 1595 1600 1605 1610 1615 1620 1625 1630 1635 1605.831 1607.156 1626.917 1626.687 1625.495 1624.793 1624.275 1624.172 1625.721 1625.655 1625.287 1624.617 1623.644 1622.370 1619.718 1621.515 1622.003 1623.816 1624.242 1625.342 1626.559 1622.961 1624.104 1624.945 1625.484 1618.720 1620.144 1621.567 1611.549 1611.831 1612.790 1613.044 1614.822 1616.674 1618.139 1616.029 1617.304 1610.793 1611.830 1612.867 1613.904 1614.941 1604.471 1604.771 1605.808 1606.845 1608.634 1608.979 1609.911 1603.599 1604.571 1605.608 1606.645 1607.682 1608.719 1609.756 1602.048 1603.127 1600.812 1600.956 1602.523 1603.203 1603.793 1604.104 1602.558 1602.156 1601.984 1602.042 1602.330 1602.849 1605.744 1606.073 1605.533 1605.177 1604.504 1603.441 1606.580 1606.004 1605.429 1604.853 1604.278 1603.702 1607.242 1606.791 1606.713 1606.201 1605.722 1605.919 1607.550 1607.937 1608.142 1608.167 1608.010 1607.671 1604.648 1605.232 1606.082 1606.795 1604.188 1605.301 1606.232 1606.981 -1.800 -0.629 -0.174 -0.206 -1.030 -1.194 -1.073 -0.394 -0.135 -0.852 -0.435 -1.371 -0.998 -0.836 -0.645 0.119 0.86 0.077 -0.001 -0.756 -0.155 -0.260 -0.952 -0.200 -0.200 -0.200 -0.872 -1.255 -1.463 -1.161 -0.540 1.199 1.746 1.079 0.261 -0.227 -0.324 -0.104 -0.069 0.836 1.324 1.753 2.289 1.966 1.43 1.147 0.308 0.187 0.15 0.07 -0.459 12270.933 7683.927 12256.805 7693.936 12244.342 7705.954 150 152 153 4+989.686 155 154 4+737.342 4+633.705 4+804.412 151 4+831.612 12829.755 7519.136 12688.714 7474.354 12669.352 7493.421 12610.068 7521.391 12506.432 7521.137 12434.669 7507.380 146 149 4+350.462 4+479.129 147 4+557.899 145 148 4+387.847 4+255.163 4+319.702 12376.846 7494.500 12337.048 7570.767 12330.098 7601.739 12331.039 7629.581 12284.658 7674.203 4+997.703 4+758.927 5+000.000 4+860.523 4+808.081 4+635.049 12836.804 7522.956 12708.873 7453.630 12672.296 7491.232 12631.653 7521.457 12507.775 7521.078 12451.192 7523.560 5+005.534 4+881.108 4+779.017 4+811.735 4+636.392 12841.974 7529.083 12734.292 7467.405 12674.854 7488.601 12648.974 7508.576 12509.119 7521.082 12474.296 7522.547 4+519.649 4+338.200 4+581.025 4+426.359 4+376.615 4+276.608 12380.288 7454.127 12371.765 7554.099 12312.139 7582.726 12343.385 7615.806 12302.157 7661.805 4+522.305 4+601.537 4+297.875 4+386.369 4+349.609 4+457.825 12409.238 7482.477 12375.037 7515.727 12335.716 7571.407 12330.683 7602.359 12316.471 7645.835 4+094.648 143 144 4+203.779 142 4+033.010 12162.187 7776.473 12102.617 7792.114 4+038.180 4+221.093 4+107.821 12174.876 7772.937 12107.765 7791.640 12069.746 7795.141 4+120.452 4+043.323 4+238.342 12184.358 7763.793 12112.745 7790.252 12838.140 7525.098 4+000.000 20.104 19.099 67.407 19.099 53.298 57.296 57.296 52.087 229.183 190.986 38.197 42.441 64.863 45.837 21°30'00" 46°54'41" 150 27°00'00" 21°23'40" 155 20°00'00" 30°00'00" 17°40'00" 25°00'00" 74°14'39" 02°41'14" 36°48'46" 09°09'12" 154 153 152 151 57°00'00" 60°00'00" 17°00'00" 60°00'00" 85°14'13" 107°43'16" 59°28'52" 129°31'36" 149 148 147 146 20°00'00" 22°00'00" 05°00'00" 06°00'00" 10°18'43" 28°23'04" 08°38'26" 12°48'49" 145 144 143 142 23.126 43.639 8.017 15.848 1.344 2.687 21.585 3.669 28.912 7.323 49.496 41.675 18.498 26.153 38.511 40.519 29.908 35.907 69.978 43.176 5.170 13.173 17.314 21.446 10.312 25.804 34.562 42.712 Hor. 1cm=20 m CM. Ver. 1cm=20000 m3 5 Vol=55695.439 Est=4+601.537 Vol=52772.123 Est=4+985.501 8 Vol=55695.439 Est=5+196.758 ELEVACION = 1605.848 m A 7.355m IZQ. DE EST=4+496.605 CON BANCO DE NIVEL BN-10 S/MOJONERA UB. 108009 BN-09-MOJ N=12099.087 E=7785.698 EL=1622.936 108010 BN-10-MOJ N=12381.584 E=7473.861 EL=1605.848 ELEVACION = 1622.936 m A 6.713m IZQ. DE EST=4+030.084 CON BANCO DE NIVEL BN-9 S/MOJONERA UB. C 4+370.506 TUBO L 4+627.127 C 4+494.482 TUBO L C TUBO L TUBO 1.22M DE DIAM. DE CONCRETO REF. TUBO 1.22M DE DIAM. DE CONCRETO REF. 4+370.506 TUBO 1.22M DE DIAM. DE CONCRETO REF. 4+627.127 4+494.482 4.2

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DWG, full, geometric, HIGHWAY, km, mexico, pavement, point, Project, projection, Road, route