Asphalt Pavement DWG Full Project for AutoCAD

Asphalt Pavement DWG Full Project for AutoCAD

ROAD IN FIRST STAGE OF ASPHALT PAVEMENT PROLONGACIONCION HIGHWAY 11 SOUTH OF APRIL 10 COLONIA WHERE SHOWN THE DESIGNER OF PLANT PROJECT; IN ADDITION TO THEIR CONSTRUCTION DETAILS; CRITERIA AND STANDARDS UNDER SECRETARY OF COMMUNICATIONS AND TRANSPORT

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

volume, movement of terraces, geometric, measured in the cut or in the bank of loan., notes:, no., movement, elevation of the subgrade, classification, stratigraphy, workshedrainage, quantity, carry, distance, of over-, unit , distance of payment, volume x distance, left, right, over-, right, left m, right, m, np or ch, geometry of horizontal alignment, curve, pc or tee, st or ste , oe, pi or pst, pt or et, polygonal of reference, origin of ch., from km to km, project of earthworks, section, compaction, formation and, earthworks, road :, of the filling to form layer, of the layer top of embankments, scarification, camouflaging, subgrade in cuts, built on non-compactable material, compactations, loans, excavations, of the natural terrain in the area, of existing terraces, of the bed of the cuts, of ter raffanes with or without, existing pavements, cradle for refinement, laterals within, embankment, strip, total, banded, material a, bank no., material b, material c, cuts and exc. additional, cutting crown recesses, embankments, boxes for lining, gable steps, despalme, despalmes in court, material used, material wasted, for extenuating, date, sheet, ha., quantities of work, thickness of pavement, width of crown, maximum curvature, road type, roadway width, governor slope, project speed, maximum slope, project data, kph, waste., loan banks used for the, construction of terraces and pavements, as well as those of deposit of material to waste, are provided for informative, no, restrictive, since the choice of these is, responsibility of the contractor., general direction of roads, material product of bank loans, carries, material product of the cuts , desp., trace references, ident., flexible pavement, section type, septie., excavations, concrete, concrete, cyclopean, minor drainage, pipes, demolitions, masonry, ace reinforcing rods, steel by temperature, kg., arrope, electrowelded mesh, pavement structure detail, earthworks, north, first stage, axis construction, side, heading, coordinates, est, ste, subgrade, study data ., sketch location, Carranza, Venustiano, tlaxco, jalpan, Pantepec, mena, francisco z., warrior, Ayotoxco, Tenampulco, Acateno, Chignautla, Hueytamalco, Xiutetelco, Teziutlan, Hueyapan, castle, avila, Teteles, Yaonahuac, Tuzamapan, galeana, coatepec, jonotla, caxhuacan, huehuetla, olintla, tlaola, chiconcuautla, juan, galindo, jopala, amixtlan, tepatlan, san felipe, tlapacoya, ahuacatlan, zihuateutla, xicotepec, hermenegildo, zaragoza, zautla, huitzilan de serdan, vicente suarez, xochitlan, ixtepec, zoquiapan, allende, nauzontla, zacapoaxtla, mendez, zapotitlan, hueytlalpan, xochiapulco, tetela, ixtacamaxtitlan, herextla, ocampo, zacatlan, cuautempan, zongozotla, rodriguez, tepetzintla, camocuautla, tepango, ignacio, atempan, tlatlauqu itepec, Cuetzalan del, progress, Chichiquila, Quimixtlan, Lafragua, Chilchotla, hope, Atzitzintla, oriental, san jose, Chiapa, aires, san, good, nicolas, Cuyoaco, Ocotepec, free, Acajete, lara, grajales, rafael, Nopalucan, Mazapiltepec, Quecholac, palmar, bravo, Yehualtepec, General Felipe, angels, Aljojuca, atenco, san juan, dry, Huitziltepec, Atoyatempan, of wood, Cuapiaxtla, tlanepantla, holy Hueyotlipan jacks, Mixtla, cuauhtemoc, Tepeyahualco, Tochtepec, Tepeaca Tepatlaxco, Hidalgo, Acatzingo, Huixcolotla, San Salvador, juarez, kings, Tecamachalco, Soltepec, savior, Chalchicomula Sesma, Tlachichuca, Guadalupe Victoria, Veracruz-Llave, state, Naupan, Ahuazotepec, Pahuatlan, Chila Honey, Chignahuapan, Cuautlancingo , Juan C. bonilla, Tlaltenango, Martin Texmelucan, calpan, arenas, Sunday Chiautzingo, Teotlalcingo, Huejotzingo, Tlalancaleca, san matias, san miguel, Xoxtla, Coronango, big, Huehuetlan, cupcake, san juan Atzompa, Puebla, San Andres, Cholula, Cuautinchan , amozoc, gregorio, atzompa, tochimiltzingo, the table, san diego, tepeojuma, huaquechula, tecuanipan, san jeronimo, santa isabel, tianguismanalco, nealtican, atlixco, san pedro, teopantlan, ocoyucan, cohuecan, atzitzihuacan, tochimilco, tepemaxalco, ranchos, san nicolas de los, verde, tlahuapan, tzicatlacoyan, herrera, tecali de, tlaxcala, huachinango, tlacuilotepec, eloxochitlan, zoquitlan, zinacatepec, altepexi, san gabriel, antoni, vicente, ajalpan, coyomeapan, san jose miahuatlan, coxcatlan, chilac, chapulco , Tlacotepec de, Tepanco, lopez, juarez, Molcaxac, Xayacatlan, jeronimo, Coyotepec, Tepexi, Ixcaquixtla, Totoltepec, mendez, saints, all, Atexcal, Chila, miguel, Ixitlán, Petlalcingo, Miahuatlan, Tehuacan, Caltepec, santia go, oaxaca, san sebastian, t

Raw text data extracted from CAD file:

VOLUMEN MOVIMIENTO DE TERRACERIAS GEOMETRICO MEDIDO EN EL CORTE O EN EL BANCO DE PRESTAMO . NOTAS : M3 No. MOVIMIENTO ELEVACION DE LA SUBRASANTE 1 2 3 4 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 D E D R E N A J E CANTIDAD ACARREO DISTANCIA DE SOBRE- UNIDAD DISTANCIA DE PAGO CANTIDAD UNIDAD (SOBRE ACARREO) VOLUMEN x DISTANCIA IZQ. DER. SOBRE- ELEV. % IZQUIERDA m. AMPLIACION AMPLIACION DERECHA m. NP O CAD. GEOMETRIA DE ALINEAMIENTO HORIZONTAL CURVA c t CURVA Y X PC o TE CE Xc Rc Gc ST o STe Lc O e Le EC X Y Y X PI o PST X Yc k p Y Y PT o ET X POLIGONAL DE REFERENCIA X Y Z ORIGEN DE CAD. 5 6 7 8 9 DE KM a KM PROYECTO DE TERRACERIAS TRAMO COMPACTACION FORMACION Y T E R R A C E R I A S CARRETERA: TENDIDO Y COMPACTADO (ExAcTeCo) DEL RELLENO PARA FORMAR CAPA DE LA CAPA SUPERIOR DE TERRAPLENES ESCARIFICACION, ACAMELLONADO, SUBRASANTE EN CORTES CONSTRUIDA SOBRE MATERIAL NO COMPACTABLE A 100% A 90% A 95% A 100% A 95% A 100% A 95% (VOL. GEOMETRICO) ( VOLUMEN GEOMETRICO ) COMPACTACIONES PRESTAMOS E X C A V A C I O N E S DEL TERRENO NATURAL EN EL AREA DE TERRACERIAS EXISTENTES DE LA CAMA DE LOS CORTES DE TERRAPLANES CON O SIN DE PAVIMENTOS EXISTENTES CUNA DE AFINAMIENTO LATERALES DENTRO DE LA DE DESPLANTE DE TERRAPLENES FAJA DE TOTAL BANDEADO A 95% A 100% A 100% A 95% A 100% A 95% A 90% A 95% MATERIAL A DEL BANCO No. DEL BANCO No. MATERIAL B MATERIAL C m3 A 90% A 95% m m DESMONTE (PARA DENSIDAD 100% VEGETACION TIPO) CORTES Y EXC. ADICIONALES REBAJES CORONA DE CORTE DE TERRAPLENES CAJAS PARA DESPLANTE ESCALONES DE LIGA Y/O TERRAPLEN DESPALME DESPALMES EN CORTE TOTAL MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL DESPERDICIADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO PARA DESPLANTE DE TERRAPLENES MATERIAL A MATERIAL C MATERIAL B MATERIAL APROVECHADO m3 m3 FECHA P HOJA m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 Ha. m3 m3 m3 m3 m3 CANTIDADES DE OBRA ESPESOR DE PAVIMENTO ANCHO DE CORONA CURVATURA MAXIMA CARRETERA TIPO TRANSITO (DPA) m m o ANCHO DE CALZADA PENDIENTE GOBERNADORA VELOCIDAD DE PROYECTO PENDIENTE MAXIMA DATOS DE PROYECTO % KPH m % DESPERDICIO. *** ** * LOS BANCOS DE PRESTAMO UTILIZADOS PARA LA CONSTRUCCIÓN DE TERRACERIAS Y PAVIMENTOS, ASI COMO LOS DE DEPOSITO DE MATERIAL A DESPERDICIO, SE PROPORCIONAN A TÍTULO INFORMATIVO, NO RESTRICTIVO, YA QUE LA ELECCIÓN DE ÉSTOS ES RESPONSABILIDAD DEL CONTRATISTA. m3 DIRECCION GENERAL DE CARRETERAS ANO A= B= C= 0 10 m3 m3 m3 hm Ad m3 Km MATERIAL PRODUCTO DE LOS PRESTAMOS DE BANCO m3 1er Km m3 ESTACION ACARREOS m3 hm Ad MATERIAL PRODUCTO DE LOS CORTES m3 hm m3 Km Subs m3 5hm Vol. Agua m3 m3 Km m3 Km Ad DESP. ESCALA. 1 : 2000 ANGULOS ( d ) A LA DERECHA PROLONGACION TANGENTE ATRAS Y DISTANCIA DE P o R PTO. REFERENCIADO(P) REFERENCIAS DEL TRAZO IDENT. d km DR1 d DR2 KM 0+000.00 KM 1+000.00 KM 2+000.00 AMPLIACION 11 SUR P 02 R2 01 R1 PAVIMENTO FLEXIBLE ANCHO DE CORONA 7.00 M -2.00 -2.00 -2.00 -2.00 SECCION TIPO A SANTA MARIA MALACATEPEC 1 ERA ETAPA - - - - - - - - - - - - - SEPTIE. 2013 - 2/3 CONCRETO f'c= 100 kg/cm2 EXCAVACIONES MAMPOSTERIA DE 3a. CONCRETO CONCRETO CICLOPEO DRENAJE MENOR f'c= Kg/cm2 f'c= Kg/cm2 f'c= Kg/cm2 P/CABEZOTES m3 m3 m3 m3 m3 TUBOS DE DEMOLICIONES m3 m3 MAMPOSTERIA CONCRETO MATERIAL C MATERIAL B MATERIAL A ACERO DE REFUERZO ACERO POR TEMPERATURA m3 m3 m3 m m m m3 m3 m3 Kg. Kg. ARROPE f'c= Kg/cm2 m3 m MALLA ELECTROSOLDADA m2 mO(0.90) mO(1.05) mO(1.20) mO(1.50) 100 150 200 PLANTILLA (TUBO) ESC. VERT. 1:500 ESC. HOR. 1:1000 KM 2+204.21 3.50 0.50 3.00 3.50 3.00 0.50 7.00 DETALLE DE ESTRUCTURA DE PAVIMENTO BASE HIDRAULICA 20.0 cm. SUBRASANTE 20.0 cm. CARPETA C.A. 5.00 cm. TERRACERIAS 1 Km 2 Km 2,113.48 2,111.46 2,109.74 2,108.33 2,107.24 2,106.29 2,105.34 2,104.11 2,102.77 2,101.41 2,100.07 2,098.82 2,097.64 2,096.54 2,095.52 2,094.58 2,093.72 2,092.94 2,092.24 2,091.62 2,091.08 2,090.61 2,090.23 2,089.81 2,089.40 2,088.98 2,088.56 2,088.14 2,087.72 2,087.30 2,086.88 2,086.46 2,086.05 2,085.63 2,085.21 2,084.91 2,084.61 2,084.31 2,084.01 2,083.72 2,083.76 2,083.81 2,083.86 2,083.96 2,084.19 2,084.56 2,085.07 2,085.71 2,086.38 2,087.06 VOLUMEN MOVIMIENTO DE TERRACERIAS GEOMETRICO MEDIDO EN EL CORTE O EN EL BANCO DE PRESTAMO . NOTAS : M3 No. MOVIMIENTO ELEVACION DE LA SUBRASANTE 1 2 3 4 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 D E D R E N A J E CANTIDAD ACARREO DISTANCIA DE SOBRE- UNIDAD DISTANCIA DE PAGO CANTIDAD UNIDAD (SOBRE ACARREO) VOLUMEN x DISTANCIA IZQ. DER. SOBRE- ELEV. % IZQUIERDA m. AMPLIACION AMPLIACION DERECHA m. NP O CAD. GEOMETRIA DE ALINEAMIENTO HORIZONTAL CURVA c t CURVA Y X PC o TE CE Xc Rc Gc ST o STe Lc O e Le EC X Y Y X PI o PST X Yc k p Y Y PT o ET X POLIGONAL DE REFERENCIA X Y Z ORIGEN DE CAD. 5 6 7 8 9 DE KM a KM PROYECTO DE TERRACERIAS TRAMO COMPACTACION FORMACION Y T E R R A C E R I A S CARRETERA: TENDIDO Y COMPACTADO (ExAcTeCo) DEL RELLENO PARA FORMAR CAPA DE LA CAPA SUPERIOR DE TERRAPLENES ESCARIFICACION, ACAMELLONADO, SUBRASANTE EN CORTES CONSTRUIDA SOBRE MATERIAL NO COMPACTABLE A 100% A 90% A 95% A 100% A 95% A 100% A 95% (VOL. GEOMETRICO) ( VOLUMEN GEOMETRICO ) COMPACTACIONES PRESTAMOS E X C A V A C I O N E S DEL TERRENO NATURAL EN EL AREA DE TERRACERIAS EXISTENTES DE LA CAMA DE LOS CORTES DE TERRAPLANES CON O SIN DE PAVIMENTOS EXISTENTES CUNA DE AFINAMIENTO LATERALES DENTRO DE LA DE DESPLANTE DE TERRAPLENES FAJA DE TOTAL BANDEADO A 95% A 100% A 100% A 95% A 100% A 95% A 90% A 95% MATERIAL A DEL BANCO No. DEL BANCO No. MATERIAL B MATERIAL C m3 A 90% A 95% m m DESMONTE (PARA DENSIDAD 100% VEGETACION TIPO) CORTES Y EXC. ADICIONALES REBAJES CORONA DE CORTE DE TERRAPLENES CAJAS PARA DESPLANTE ESCALONES DE LIGA Y/O TERRAPLEN DESPALME DESPALMES EN CORTE TOTAL MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL DESPERDICIADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO PARA DESPLANTE DE TERRAPLENES MATERIAL A MATERIAL C MATERIAL B MATERIAL APROVECHADO m3 m3 FECHA P HOJA m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 Ha. m3 m3 m3 m3 m3 CANTIDADES DE OBRA ESPESOR DE PAVIMENTO ANCHO DE CORONA CURVATURA MAXIMA CARRETERA TIPO TRANSITO (DPA) m m o ANCHO DE CALZADA PENDIENTE GOBERNADORA VELOCIDAD DE PROYECTO PENDIENTE MAXIMA DATOS DE PROYECTO % KPH m % DESPERDICIO. *** ** * LOS BANCOS DE PRESTAMO UTILIZADOS PARA LA CONSTRUCCIÓN DE TERRACERIAS Y PAVIMENTOS, ASI COMO LOS DE DEPOSITO DE MATERIAL A DESPERDICIO, SE PROPORCIONAN A TÍTULO INFORMATIVO, NO RESTRICTIVO, YA QUE LA ELECCIÓN DE ÉSTOS ES RESPONSABILIDAD DEL CONTRATISTA. m3 DIRECCION GENERAL DE CARRETERAS ANO A= B= C= 0 10 m3 m3 m3 hm Ad m3 Km MATERIAL PRODUCTO DE LOS PRESTAMOS DE BANCO m3 1er Km m3 ESTACION ACARREOS m3 hm Ad MATERIAL PRODUCTO DE LOS CORTES m3 hm m3 Km Subs m3 5hm Vol. Agua m3 m3 Km m3 Km Ad DESP. ESCALA. 1 : 2000 ANGULOS ( d ) A LA DERECHA PROLONGACION TANGENTE ATRAS Y DISTANCIA DE P o R PTO. REFERENCIADO(P) REFERENCIAS DEL TRAZO IDENT. d km DR1 d DR2 KM 0+000.00 KM 1+000.00 KM 2+000.00 AMPLIACION 11 SUR P 02 R2 01 R1 PAVIMENTO FLEXIBLE ANCHO DE CORONA 7.00 M -2.00 -2.00 -2.00 -2.00 SECCION TIPO A SANTA MARIA MALACATEPEC 1 ERA ETAPA - - - - - - - - - - - - - SEPTIE. 2013 - 2/3 CONCRETO f'c= 100 kg/cm2 EXCAVACIONES MAMPOSTERIA DE 3a. CONCRETO CONCRETO CICLOPEO DRENAJE MENOR f'c= Kg/cm2 f'c= Kg/cm2 f'c= Kg/cm2 P/CABEZOTES m3 m3 m3 m3 m3 TUBOS DE DEMOLICIONES m3 m3 MAMPOSTERIA CONCRETO MATERIAL C MATERIAL B MATERIAL A ACERO DE REFUERZO ACERO POR TEMPERATURA m3 m3 m3 m m m m3 m3 m3 Kg. Kg. ARROPE f'c= Kg/cm2 m3 m MALLA ELECTROSOLDADA m2 mO(0.90) mO(1.05) mO(1.20) mO(1.50) 100 150 200 PLANTILLA (TUBO) ESC. VERT. 1:500 ESC. HOR. 1:1000 KM 2+204.21 3.50 0.50 3.00 3.50 3.00 0.50 7.00 DETALLE DE ESTRUCTURA DE PAVIMENTO BASE HIDRAULICA 20.0 cm. SUBRASANTE 20.0 cm. CARPETA C.A. 5.00 cm. TERRACERIAS 2 Km 2+304.12 Km 2+020.00 2,087.68 2+040.00 2,088.00 2+060.00 2,088.05 2+080.00 2,087.81 2+100.00 2,087.30 2+120.00 2,086.51 2+140.00 2,085.44 2+160.00 2,084.09 2+180.00 2,082.47 2+200.00 2,080.47 2+220.00 2,078.38 2+240.00 2,076.36 2+260.00 2,074.41 2+280.00 2,073.12 2+300.00 2,072.56 2+304.21 2,072.50 NORTE \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; \fCalibri|b0|i0|c0;\C7; PRIMERA ETAPA PRIMERA ETAPA 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 1+660.00 1+680.00 1+700.00 1+720.00 1+740.00 1+760.00 1+780.00 1+800.00 1+820.00 1+840.00 1+860.00 1+880.00 1+900.00 1+920.00 1+940.00 1+960.00 1+980.00 2+000.00 2+020.00 2+040.00 2+060.00 2+080.00 2+100.00 2+120.00 2+140.00 2+160.00 2+180.00 2+200.00 2+220.00 2+240.00 2+260.00 2+280.00 2+300.00 2+304.21 TOTAL VOLUMEN DESPALME EN TERRAPLEN = -208.714m3 CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 572,946.2860 2,094,106.1558 PST=0+000.00 PC=0+010.72 S 88°32'51.88" W 10.721 PC=0+010.72 572,935.5687 2,094,105.8841 PC=0+010.72 PT=0+025.48 N 70°18'01.08" W 14.434 PT=0+025.48 572,921.9798 2,094,110.7495 D = 42°18'14.08" der Lc = 14.767 PI=0+018.45 572,927.8330 2,094,105.6880 Rc = 20.000 ST = 7.738 PT=0+025.48 PI=0+088.93 N 49°08'54.04" W 63.445 PI=0+088.93 572,873.9894 2,094,152.2494 PI=0+088.93 PC=0+185.67 N 43°15'05.12" W 96.745 PC=0+185.67 572,807.6994 2,094,222.7142 D = 5°53'48.92" der PC=0+185.67 PT=0+258.08 N 62°06'27.10" W 71.102 PT=0+258.08 572,744.8575 2,094,255.9767 D = 37°42'43.96" izq Lc = 72.402 PI=0+223.24 572,781.9584 2,094,250.0763 Rc = 110.000 ST = 37.567 PT=0+258.08 PC=0+356.51 N 80°57'49.08" W 98.434 PC=0+356.51 572,647.6453 2,094,271.4368 PC=0+356.51 PT=0+471.74 N 72°42'38.26" W 114.835 PT=0+471.74 572,537.9989 2,094,305.5656 D = 16°30'21.63" der Lc = 115.233 PI=0+414.53 572,590.3470 2,094,280.5493 Rc = 399.998 ST = 58.018 PT=0+471.74 TE=0+583.16 N 64°27'27.45" W 111.422 TE=0+583.16 572,437.4664 2,094,353.6084 TE=0+583.16 EC=0+593.16 N 64°56'06.98" W 10.000 EC=0+593.16 572,428.4084 2,094,357.8447 'c f = 0°28'39.53" STe = 20.394 PI=0+603.56 572,419.0652 2,094,362.4021 Xc = 9.999 Yc = 0.083 D = 8°48'7.96" izq e q = 1°25'56.64" EC=0+593.16 CE=0+613.89 N 68°51'31.43" W 20.716 CE=0+613.89 572,409.0866 2,094,365.3164 c D = 5°56'14.68" Gc = 5°43'46.56" Rc = 199.999 Lc = 20.725 k = 5.000 p = 0.021 CE=0+613.89 PI=0+623.89 N 72°46'55.88" W 10.000 PI=0+623.89 572,399.5350 2,094,368.2763 'c f = 0°28'39.53" STe = 20.394 Xc = 9.999 Yc = 0.083 D = 8°48'7.96" izq e q = 1°25'56.64" PI=0+623.89 TE=0+628.78 N 73°15'35.41" W 4.887 TE=0+628.78 572,394.8551 2,094,369.6839 D = 0°28'39.53" izq TE=0+628.78 EC=0+668.78 N 82°47'41.99" W 39.545 EC=0+668.78 572,355.6223 2,094,374.6437 'c f = 9°32'6.58" STe = 61.486 PI=0+690.26 572,335.9752 2,094,387.3938 Xc = 38.999 Yc = 6.551 D = 90°0'49.54" izq e q = 28°38'52.80" EC=0+668.78 CE=0+691.62 S 61°43'59.82" W 22.532 CE=0+691.62 572,335.7770 2,094,363.9730 c D = 32°43'3.94" Gc = 28°38'52.80" Rc = 40.000 Lc = 22.841 k = 19.822 p = 1.654 CE=0+691.62 PI=0+731.60 S 26°15'41.63" W 39.545 PI=0+731.60 572,318.2795 2,094,328.5096 'c f = 9°32'6.58" STe = 61.486 Xc = 38.999 Yc = 6.551 D = 90°0'49.54" izq e q = 28°38'52.80" PI=0+731.60 ET=0+731.62 N 90°00'00" E 0.000 ET=0+731.62 572,318.2795 2,094,328.5096 D = 116°15'41.63" izq ET=0+731.62 PC=0+824.79 S 16°43'35.05" W 93.194 PC=0+824.79 572,291.4582 2,094,239.2590 PC=0+824.79 PT=0+881.24 S 78°55'15.32" W 45.996 PT=0+881.24 572,246.3197 2,094,230.4203 D = 124°23'20.55" der Lc = 56.446 PI=0+874.09 572,277.2691 2,094,192.0431 Rc = 26.000 ST = 49.302 PT=0+881.24 PC=0+972.09 N 38°53'04.40" W 90.858 PC=0+972.09 572,189.2834 2,094,301.1452 PC=0+972.09 PT=1+042.48 N 59°02'56.39" W 68.943 PT=1+042.48 572,130.1574 2,094,336.6028 D = 40°19'43.97" izq Lc = 70.387 PI=1+008.82 572,166.2309 2,094,329.7302 Rc = 100.000 ST = 36.722 PT=1+042.48 PC=1+218.25 N 79°12'48.37" W 175.769 PC=1+218.25 571,957.4939 2,094,369.4982 PC=1+218.25 PT=1+278.99 N 85°00'49.83" W 60.638 PT=1+278.99 571,897.0856 2,094,374.7685 D = 11°36'2.92" izq Lc = 60.741 PI=1+248.72 571,927.5574 2,094,375.2016 Rc = 299.999 ST = 30.475 PT=1+278.99 PC=1+465.04 S 89°11'08.71" W 186.049 PC=1+465.04 571,711.0552 2,094,372.1246 PC=1+465.04 PT=1+586.45 N 76°54'04.52" W 120.224 PT=1+586.45 571,593.9597 2,094,399.3709 D = 27°49'33.54" der Lc = 121.413 PI=1+526.97 571,649.1328 2,094,371.2446 Rc = 249.999 ST = 61.929 PT=1+586.45 PI=1+800.69 N 62°59'17.76" W 214.236 PI=1+800.69 571,403.0943 2,094,496.6709 PI=1+800.69 PI=2+049.26 N 63°15'23.81" W 248.570 PI=2+049.26 571,181.1139 2,094,608.5262 D = 0°16'6.05" izq PI=2+049.26 PC=2+102.34 N 60°48'25.56" W 53.082 PC=2+102.34 571,134.7741 2,094,634.4170 D = 2°26'58.25" der PC=2+102.34 PT=2+151.62 N 44°11'59.11" W 48.588 PT=2+151.62 571,100.9006 2,094,669.2502 D = 33°12'52.88" der Lc = 49.275 PI=2+127.69 571,112.6428 2,094,646.7822 Rc = 85.000 ST = 25.351 PT=2+151.62 PC=2+171.82 N 27°35'32.67" W 20.204 PC=2+171.82 571,091.5425 2,094,687.1564 PC=2+171.82 PT=2+203.62 N 01°33'38.46" W 30.721 PT=2+203.62 571,090.7058 2,094,717.8657 D = 52°3'48.42" der Lc = 31.804 PI=2+188.91 571,083.6246 2,094,702.3068 Rc = 35.000 ST = 17.095 PT=2+203.62 PC=2+235.36 N 24°28'15.75" E 31.734 PC=2+235.36 571,103.8512 2,094,746.7495 PC=2+235.36 PT=2+293.59 N 23°11'37.13" W 51.745 PT=2+293.59 571,083.4720 2,094,794.3123 D = 95°19'45.76" izq Lc = 58.233 PI=2+273.77 571,119.7647 2,094,781.7153 Rc = 35.000 ST = 38.417 PT=2+293.59 PST=2+305.17 N 70°51'30.01" W 11.583 PST=2+305.17 571,072.5292 2,094,798.1105 LONGITUD = 2,305.179m Y=2,110,900 Y=2,111,000 Y=2,111,100 Y=2,111,200 X=482,500 X=482,600 X=482,700 X=482,800 X=482,900 X=483,000 X=483,100 X=483,200 X=483,300 Y=2,111,200 Y=2,111,300 Y=2,111,400 Y=2,111,500 X=481,600 X=481,700 X=481,800 X=481,900 X=482,000 X=482,100 X=482,200 X=482,300 X=482,400 X=482,500 Y=2,111,350 Y=2,111,400 Y=2,111,450 Y=2,111,500 Y=2,111,550 Y=2,111,600 Y=2,111,650 X=481,350 X=481,400 X=481,450 X=481,500 X=481,550 X=481,600 PRIMERA ETAPA X=482,500 X=482,600 X=482,700 X=482,800 X=482,900 X=483,000 X=483,100 X=483,200 X=483,300 Y=2,110,900 Y=2,111,000 Y=2,111,100 Y=2,111,200 X=481,350 X=481,400 X=481,450 X=481,500 X=481,550 X=481,600 Y=2,111,350 Y=2,111,400 Y=2,111,450 Y=2,111,550 Y=2,111,600 Y=2,111,650 X=481,600 X=481,700 X=481,800 X=481,900 X=482,000 X=482,100 X=482,200 X=482,300 X=482,400 X=482,500 2,185 2,180 2,175 2,170 2,165 2,160 2,155 2,150 2,145 2,140 2,135 2,130 2,125 2,120 2,115 2,110 2,105 2,100 2,095 2,090 2,085 2,080 2,075 2,070 2,065 2,060 2,055 2,050 SUBRASANTE PCV=0+056.04 Elev=2,165.78 PIV=0+141.04 Elev=2,168.18 PTV=0+226.04 Elev=2,164.24 PCV=0+616.17 Elev=2,146.53 PIV=0+656.17 Elev=2,144.41 PTV=0+696.17 Elev=2,138.26 PCV=0+704.51 Elev=2,136.97 PIV=0+764.51 Elev=2,128.15 PTV=0+824.51 Elev=2,125.25 PCV=0+891.62 Elev=2,122.67 PIV=0+951.62 Elev=2,120.96 PTV=1+011.62 Elev=2,114.40 PCV=1+019.57 Elev=2,113.53 PIV=1+059.57 Elev=2,109.15 PTV=1+099.57 Elev=2,107.26 PCV=1+145.68 Elev=2,105.07 PIV=1+335.50 Elev=2,092.35 PTV=1+460.82 Elev=2,090.22 PCV=1+863.78 Elev=2,083.87 PIV=1+908.78 Elev=2,083.99 PTV=1+953.78 Elev=2,085.50 PCV=2+014.48 Elev=2,087.54 PIV=2+099.48 Elev=2,089.82 PTV=2+184.48 Elev=2,082.07 PCV=2+249.21 Elev=2,075.41 PIV=2+274.21 Elev=2,072.84 PTV=2+299.21 Elev=2,072.57 +3.3578 % en 56.05m -4.6355 % en 116.63m -3.9742 % en 97.59m -4.4113 % en 99.69m -5.2890 % en 76.22m -15.3813 % en 8.35m -4.8248 % en 34.38m -2.8365 % en 32.73m -10.9409 % en 7.94m -4.7405 % en 46.11m -2.0941 % en 239.34m -1.4910 % en 100.17m +0.2543 % en 63.44m +3.3663 % en 60.70m -10.2847 % en 64.73m -1.3160 % en 5.97m 0+000.00 2,163.90 2,164.23 2,164.26 0+020.00 2,164.57 2,164.75 2,164.79 0+040.00 2,165.24 0+060.00 2,165.89 0+080.00 2,166.33 0+100.00 2,166.60 0+120.00 2,166.69 2,166.68 0+140.00 2,166.60 2,166.60 0+160.00 2,166.34 0+180.00 2,165.91 2,165.75 0+200.00 2,165.30 0+220.00 2,164.51 0+240.00 2,163.59 2,162.75 0+260.00 2,162.67 0+280.00 2,161.74 0+300.00 2,160.81 2,160.67 2,159.97 0+320.00 2,159.88 2,159.12 0+340.00 2,158.96 2,158.68 2,158.28 0+360.00 2,158.14 0+380.00 2,157.35 0+400.00 2,156.56 0+420.00 2,155.76 0+440.00 2,154.97 0+460.00 2,154.08 2,153.57 0+480.00 2,153.20 2,153.13 2,152.68 0+500.00 2,152.32 0+520.00 2,151.44 0+540.00 2,150.56 0+560.00 2,149.50 0+580.00 2,148.44 2,148.27 2,147.74 0+600.00 2,147.38 2,146.65 0+620.00 2,146.31 2,146.08 2,145.76 2,145.01 0+640.00 2,144.91 0+660.00 2,143.00 2,142.00 0+680.00 2,140.58 2,138.95 0+700.00 2,137.67 0+720.00 2,134.80 2,134.58 2,133.29 0+740.00 2,132.27 0+760.00 2,130.08 0+780.00 2,128.22 0+800.00 2,126.68 0+820.00 2,125.48 0+840.00 2,124.51 0+860.00 2,123.56 0+880.00 2,123.00 0+900.00 2,122.40 0+920.00 2,121.59 0+940.00 2,120.50 2,119.72 2,119.24 0+960.00 2,119.15 2,118.20 0+980.00 2,117.52 1+000.00 2,115.63 1+020.00 2,113.48 1+040.00 2,111.46 2,111.23 1+060.00 2,109.74 2,109.55 2,108.83 1+080.00 2,108.33 1+100.00 2,107.24 1+120.00 2,106.29 1+140.00 2,105.34 1+160.00 2,104.11 2,103.56 1+180.00 2,102.77 2,102.44 1+200.00 2,101.41 2,100.19 1+220.00 2,100.07 1+240.00 2,098.82 1+260.00 2,097.64 2,096.59 1+280.00 2,096.54 1+300.00 2,095.52 2,094.63 1+320.00 2,094.58 2,093.76 1+340.00 2,093.72 1+360.00 2,092.94 1+380.00 2,092.24 1+400.00 2,091.62 2,091.20 1+420.00 2,091.08 2,090.80 1+440.00 2,090.61 1+460.00 2,090.23 2,090.13 1+480.00 2,089.81 1+500.00 2,089.40 1+520.00 2,088.98 1+540.00 2,088.56 1+560.00 2,088.14 1+580.00 2,087.72 2,087.59 1+600.00 2,087.30 1+620.00 2,086.88 2,086.75 1+640.00 2,086.46 2,086.33 1+660.00 2,086.05 1+680.00 2,085.63 1+700.00 2,085.21 1+720.00 2,084.91 1+740.00 2,084.61 1+760.00 2,084.31 1+780.00 2,084.01 1+800.00 2,083.72 1+820.00 2,083.76 1+840.00 2,083.81 1+860.00 2,083.86 1+880.00 2,083.96 1+900.00 2,084.19 1+920.00 2,084.56 1+940.00 2,085.07 1+960.00 2,085.71 1+980.00 2,086.38 2+000.00 2,087.06 2+020.00 2,087.68 2+040.00 2,088.00 2+060.00 2,088.05 2+080.00 2,087.81 2,087.77 2,087.61 2+100.00 2,087.30 2,087.22 2+120.00 2,086.51 2+140.00 2,085.44 2,084.69 2,084.46 2,084.34 2,084.33 2+160.00 2,084.09 2,083.96 2,083.17 2+180.00 2,082.47 2+200.00 2,080.47 2,080.10 2,079.07 2,078.56 2+220.00 2,078.42 2,078.38 2,077.87 2,076.84 2+240.00 2,076.36 2+260.00 2,074.41 2+280.00 2,073.12 2,072.66 2,072.60 2,072.57 2+300.00 2,072.56 2+304.21 2,072.50 2,185 2,180 2,175 2,170 2,165 2,160 2,155 2,150 2,145 2,140 2,135 2,130 2,125 2,120 2,115 2,110 2,105 2,100 2,095 2,090 2,085 2,080 2,075 2,070 2,065 2,060 2,055 2,050 2,185 2,180 2,175 2,170 2,165 2,160 2,155 2,150 2,145 2,140 2,135 2,130 2,125 2,120 2,115 2,110 2,105 2,100 2,095 2,090 2,085 2,080 2,075 2,070 2,065 2,060 2,055 2,050 PRIMERA ETAPA PRIMERA ETAPA 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+400.00 0+420.00 0+440.00 0+460.00 0+480.00 0+500.00 0+520.00 0+540.00 0+560.00 0+580.00 0+600.00 0+620.00 0+640.00 0+660.00 0+680.00 0+700.00 0+720.00 0+740.00 0+760.00 0+780.00 0+800.00 0+820.00 0+840.00 0+860.00 0+880.00 0+900.00 0+920.00 0+940.00 0+960.00 0+980.00 1+000.00 1+020.00 1+040.00 1+060.00 1+080.00 1+100.00 1+120.00 1+140.00 1+160.00 1+180.00 1+200.00 1+220.00 1+240.00 1+260.00 1+280.00 1+300.00 1+320.00 1+340.00 1+360.00 1+380.00 1+400.00 1+420.00 1+440.00 1+460.00 1+480.00 1+500.00 1+520.00 1+540.00 1+560.00 1+580.00 1+600.00 1+620.00 1+640.00 1+660.00 1+680.00 1+700.00 1+720.00 1+740.00 1+760.00 1+780.00 1+800.00 1+820.00 1+840.00 1+860.00 1+880.00 1+900.00 1+920.00 1+940.00 1+960.00 1+980.00 2+000.00 2+020.00 2+040.00 2+060.00 2+080.00 2+100.00 2+120.00 2+140.00 2+160.00 2+180.00 2+200.00 2+220.00 2+240.00 2+260.00 2+280.00 2+300.00 2+304.21 TOTAL VOLUMEN DESPALME EN TERRAPLEN = -208.714m3 CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 572,946.2860 2,094,106.1558 PST=0+000.00 PC=0+010.72 S 88°32'51.88" W 10.721 PC=0+010.72 572,935.5687 2,094,105.8841 PC=0+010.72 PT=0+025.48 N 70°18'01.08" W 14.434 PT=0+025.48 572,921.9798 2,094,110.7495 D = 42°18'14.08" der Lc = 14.767 PI=0+018.45 572,927.8330 2,094,105.6880 Rc = 20.000 ST = 7.738 PT=0+025.48 PI=0+088.93 N 49°08'54.04" W 63.445 PI=0+088.93 572,873.9894 2,094,152.2494 PI=0+088.93 PC=0+185.67 N 43°15'05.12" W 96.745 PC=0+185.67 572,807.6994 2,094,222.7142 D = 5°53'48.92" der PC=0+185.67 PT=0+258.08 N 62°06'27.10" W 71.102 PT=0+258.08 572,744.8575 2,094,255.9767 D = 37°42'43.96" izq Lc = 72.402 PI=0+223.24 572,781.9584 2,094,250.0763 Rc = 110.000 ST = 37.567 PT=0+258.08 PC=0+356.51 N 80°57'49.08" W 98.434 PC=0+356.51 572,647.6453 2,094,271.4368 PC=0+356.51 PT=0+471.74 N 72°42'38.26" W 114.835 PT=0+471.74 572,537.9989 2,094,305.5656 D = 16°30'21.63" der Lc = 115.233 PI=0+414.53 572,590.3470 2,094,280.5493 Rc = 399.998 ST = 58.018 PT=0+471.74 TE=0+583.16 N 64°27'27.45" W 111.422 TE=0+583.16 572,437.4664 2,094,353.6084 TE=0+583.16 EC=0+593.16 N 64°56'06.98" W 10.000 EC=0+593.16 572,428.4084 2,094,357.8447 'c f = 0°28'39.53" STe = 20.394 PI=0+603.56 572,419.0652 2,094,362.4021 Xc = 9.999 Yc = 0.083 D = 8°48'7.96" izq e q = 1°25'56.64" EC=0+593.16 CE=0+613.89 N 68°51'31.43" W 20.716 CE=0+613.89 572,409.0866 2,094,365.3164 c D = 5°56'14.68" Gc = 5°43'46.56" Rc = 199.999 Lc = 20.725 k = 5.000 p = 0.021 CE=0+613.89 PI=0+623.89 N 72°46'55.88" W 10.000 PI=0+623.89 572,399.5350 2,094,368.2763 'c f = 0°28'39.53" STe = 20.394 Xc = 9.999 Yc = 0.083 D = 8°48'7.96" izq e q = 1°25'56.64" PI=0+623.89 TE=0+628.78 N 73°15'35.41" W 4.887 TE=0+628.78 572,394.8551 2,094,369.6839 D = 0°28'39.53" izq TE=0+628.78 EC=0+668.78 N 82°47'41.99" W 39.545 EC=0+668.78 572,355.6223 2,094,374.6437 'c f = 9°32'6.58" STe = 61.486 PI=0+690.26 572,335.9752 2,094,387.3938 Xc = 38.999 Yc = 6.551 D = 90°0'49.54" izq e q = 28°38'52.80" EC=0+668.78 CE=0+691.62 S 61°43'59.82" W 22.532 CE=0+691.62 572,335.7770 2,094,363.9730 c D = 32°43'3.94" Gc = 28°38'52.80" Rc = 40.000 Lc = 22.841 k = 19.822 p = 1.654 CE=0+691.62 PI=0+731.60 S 26°15'41.63" W 39.545 PI=0+731.60 572,318.2795 2,094,328.5096 'c f = 9°32'6.58" STe = 61.486 Xc = 38.999 Yc = 6.551 D = 90°0'49.54" izq e q = 28°38'52.80" PI=0+731.60 ET=0+731.62 N 90°00'00" E 0.000 ET=0+731.62 572,318.2795 2,094,328.5096 D = 116°15'41.63" izq ET=0+731.62 PC=0+824.79 S 16°43'35.05" W 93.194 PC=0+824.79 572,291.4582 2,094,239.2590 PC=0+824.79 PT=0+881.24 S 78°55'15.32" W 45.996 PT=0+881.24 572,246.3197 2,094,230.4203 D = 124°23'20.55" der Lc = 56.446 PI=0+874.09 572,277.2691 2,094,192.0431 Rc = 26.000 ST = 49.302 PT=0+881.24 PC=0+972.09 N 38°53'04.40" W 90.858 PC=0+972.09 572,189.2834 2,094,301.1452 PC=0+972.09 PT=1+042.48 N 59°02'56.39" W 68.943 PT=1+042.48 572,130.1574 2,094,336.6028 D = 40°19'43.97" izq Lc = 70.387 PI=1+008.82 572,166.2309 2,094,329.7302 Rc = 100.000 ST = 36.722 PT=1+042.48 PC=1+218.25 N 79°12'48.37" W 175.769 PC=1+218.25 571,957.4939 2,094,369.4982 PC=1+218.25 PT=1+278.99 N 85°00'49.83" W 60.638 PT=1+278.99 571,897.0856 2,094,374.7685 D = 11°36'2.92" izq Lc = 60.741 PI=1+248.72 571,927.5574 2,094,375.2016 Rc = 299.999 ST = 30.475 PT=1+278.99 PC=1+465.04 S 89°11'08.71" W 186.049 PC=1+465.04 571,711.0552 2,094,372.1246 PC=1+465.04 PT=1+586.45 N 76°54'04.52" W 120.224 PT=1+586.45 571,593.9597 2,094,399.3709 D = 27°49'33.54" der Lc = 121.413 PI=1+526.97 571,649.1328 2,094,371.2446 Rc = 249.999 ST = 61.929 PT=1+586.45 PI=1+800.69 N 62°59'17.76" W 214.236 PI=1+800.69 571,403.0943 2,094,496.6709 PI=1+800.69 PI=2+049.26 N 63°15'23.81" W 248.570 PI=2+049.26 571,181.1139 2,094,608.5262 D = 0°16'6.05" izq PI=2+049.26 PC=2+102.34 N 60°48'25.56" W 53.082 PC=2+102.34 571,134.7741 2,094,634.4170 D = 2°26'58.25" der PC=2+102.34 PT=2+151.62 N 44°11'59.11" W 48.588 PT=2+151.62 571,100.9006 2,094,669.2502 D = 33°12'52.88" der Lc = 49.275 PI=2+127.69 571,112.6428 2,094,646.7822 Rc = 85.000 ST = 25.351 PT=2+151.62 PC=2+171.82 N 27°35'32.67" W 20.204 PC=2+171.82 571,091.5425 2,094,687.1564 PC=2+171.82 PT=2+203.62 N 01°33'38.46" W 30.721 PT=2+203.62 571,090.7058 2,094,717.8657 D = 52°3'48.42" der Lc = 31.804 PI=2+188.91 571,083.6246 2,094,702.3068 Rc = 35.000 ST = 17.095 PT=2+203.62 PC=2+235.36 N 24°28'15.75" E 31.734 PC=2+235.36 571,103.8512 2,094,746.7495 PC=2+235.36 PT=2+293.59 N 23°11'37.13" W 51.745 PT=2+293.59 571,083.4720 2,094,794.3123 D = 95°19'45.76" izq Lc = 58.233 PI=2+273.77 571,119.7647 2,094,781.7153 Rc = 35.000 ST = 38.417 PT=2+293.59 PST=2+305.17 N 70°51'30.01" W 11.583 PST=2+305.17 571,072.5292 2,094,798.1105 LONGITUD = 2,305.179m Y=2,110,900 Y=2,111,000 Y=2,111,100 Y=2,111,200 X=482,500 X=482,600 X=482,700 X=482,800 X=482,900 X=483,000 X=483,100 X=483,200 X=483,300 Y=2,111,200 Y=2,111,300 Y=2,111,400 Y=2,111,500 X=481,600 X=481,700 X=481,800 X=481,900 X=482,000 X=482,100 X=482,200 X=482,300 X=482,400 X=482,500 Y=2,111,350 Y=2,111,400 Y=2,111,450 Y=2,111,500 Y=2,111,550 Y=2,111,600 Y=2,111,650 X=481,350 X=481,400 X=481,450 X=481,500 X=481,550 X=481,600 PRIMERA ETAPA X=482,500 X=482,600 X=482,700 X=482,800 X=482,900 X=483,000 X=483,100 X=483,200 X=483,300 Y=2,110,900 Y=2,111,000 Y=2,111,100 Y=2,111,200 X=481,350 X=481,400 X=481,450 X=481,500 X=481,550 X=481,600 Y=2,111,350 Y=2,111,400 Y=2,111,450 Y=2,111,550 Y=2,111,600 Y=2,111,650 X=481,600 X=481,700 X=481,800 X=481,900 X=482,000 X=482,100 X=482,200 X=482,300 X=482,400 X=482,500 DATOS DE PROYECTO DATOS DEL ESTUDIO. CROQUIS DE LOCALIZACION 194 CARRANZA VENUSTIANO TLAXCO 187 086 111 JALPAN PANTEPEC 064 MENA FRANCISCO Z. DE DE 025 GUERRERO AYOTOXCO TENAMPULCO 158 002 ACATENO CHIGNAUTLA 054 HUEYTAMALCO XIUTETELCO 199 TEZIUTLAN 174 075 HUEYAPAN CASTILLO AVILA TETELES DE 173 204 YAONAHUAC 076 TUZAMAPAN 192 GALEANA DE 068 COATEPEC 030 GALEANA 028 088 JONOTLA 029 080 CAXHUACAN HUEHUETLA 072 OLINTLA 107 TLAOLA CHICONCUAUTLA JUAN GALINDO 049 091 JOPALA 089 183 123 014 AMIXTLAN 162 TEPATLAN SAN FELIPE 184 006 TLAPACOYA AHUACATLAN ZIHUATEUTLA 213 197 XICOTEPEC HERMENEGILDO 211 ZARAGOZA 212 ZAUTLA 186 HUITZILAN DE SERDAN 207 VICENTE SUAREZ DE XOCHITLAN 202 200 IXTEPEC 084 ZOQUIAPAN 216 ALLENDE NAUZONTLA 101 ZACAPOAXTLA 078 210 DE MENDEZ ZAPOTITLAN HUEYTLALPAN XOCHIAPULCO TETELA IXTACAMAXTITLAN AQUIXTLA DE 016 083 OCAMPO 208 ZACATLAN CUAUTEMPAN 172 ZONGOZOTLA RODRIGUEZ DE 215 039 167 TEPETZINTLA CAMOCUAUTLA TEPANGO IGNACIO 077 ATEMPAN TLATLAUQUITEPEC CUETZALAN DEL PROGRESO 017 043 CHICHIQUILA 050 QUIMIXTLAN 116 LAFRAGUA 093 067 058 CHILCHOTLA 063 ESPERANZA 045 023 ATZITZINTLA 179 ORIENTAL SAN JOSE CHIAPA 137 AIRES SAN 142 BUENOS NICOLAS 128 SAN 108 CUYOACO 094 105 OCOTEPEC LIBRES 170 001 ACAJETE LARA GRAJALES 117 RAFAEL 104 NOPALUCAN MAZAPILTEPEC 096 QUECHOLAC 110 DE PALMAR BRAVO 205 YEHUALTEPEC 065 GENERAL FELIPE ANGELES 012 ALJOJUCA 130 ATENCO SAN JUAN 115 EL SECO 099 097 153 HUITZILTEPEC 020 ATOYATEMPAN 154 038 DE MADERO CUAPIAXTLA 189 171 TLANEPANTLA SANTO TOMAS HUEYOTLIPAN 182 151 MIXTLA CUAUHTEMOC DE 079 TEPEYAHUALCO TOCHTEPEC TEPEACA 163 DE TEPATLAXCO HIDALGO 004 ACATZINGO 164 HUIXCOLOTLA SAN SALVADOR 144 DE 118 JUAREZ LOS REYES TECAMACHALCO JUAREZ SOLTEPEC 152 DE SALVADOR TEPEYAHUALCO CHALCHICOMULA DE SESMA CA?ADA MORELOS TLACHICHUCA GUADALUPE VICTORIA 044 VERACRUZ-LLAVE ESTADO NAUPAN 071 AHUAZOTEPEC 008 PAHUATLAN 057 CHILA HONEY 100 109 DE CHIGNAHUAPAN 053 HIDALGO ESTADO CUAUTLANCINGO 041 034 DE JUAN C. BONILLA TLALTENANGO 090 MARTIN SAN 132 074 TEXMELUCAN CALPAN 026 048 ARENAS DOMINGO 060 122 CHIAUTZINGO TEOTLALCINGO SAN FELIPE HUEJOTZINGO 134 TLALANCALECA SAN MATIAS SAN MIGUEL 181 XOXTLA 136 CORONANGO TLATLAUQUITEPEC 150 EL GRANDE 159 HUEHUETLAN 193 MAGDALENA LA 095 SAN JUAN ATZOMPA 131 119 114 PUEBLA 106 SAN ANDRES CHOLULA 015 CUAUTINCHAN 040 AMOZOC GREGORIO ATZOMPA SAN 125 TOCHIMILTZINGO LA MESA SAN DIEGO 121 166 TEPEOJUMA 069 HUAQUECHULA 138 TECUANIPAN SAN JERONIMO 126 CHOLULA SANTA ISABEL 148 175 TIANGUISMANALCO 102 NEALTICAN ATLIXCO 019 140 SAN PEDRO TEOPANTLAN CHOLULA OCOYUCAN 165 022 COHUECAN 033 005 ATZITZIHUACAN TOCHIMILCO 188 TEPEMAXALCO RANCHOS SAN SALVADOR SAN NICOLAS DE LOS EL 143 VERDE TLAHUAPAN 180 ESTADO TZICATLACOYAN HERRERA TECALI DE TLAXCALA ESTADO HUACHINANGO 178 TLACUILOTEPEC 145 061 ELOXOCHITLAN ZOQUITLAN 217 214 ZINACATEPEC 013 ALTEPEXI 124 SAN GABRIEL 010 CA?ADA ANTONI SAN 120 103 BRAVO NICOLAS 195 GUERRERO VICENTE AJALPAN 035 036 COYOMEAPAN 129 SAN JOSE MIAHUATLAN COXCATLAN CHILAC 156 CHAPULCO 018 TLACOTEPEC DE 046 TEPANCO LOPEZ DE 161 177 BENITO JUAREZ MOLCAXAC XAYACATLAN JERONIMO COYOTEPEC SAN 127 098 DE 169 RODRIGUEZ TEPEXI IXCAQUIXTLA 037 DE 190 TOTOLTEPEC MENDEZ N. JUAN 092 XOCHITLAN 203 SANTOS TODOS 082 ATEXCAL 209 ZAPOTITLAN SAN CHILA 055 MIGUEL IXITLAN 112 PETLALCINGO 135 ESTADO GUERRERO MIAHUATLAN TEHUACAN CALTEPEC 027 SANTIAGO 149 OAXACA DE SAN SEBASTIAN TLACOTEPEC CUAYUCA DE ANDRADE 042 147 AHUATEMPAN SANTA INES 206 070 ZACAPALA HUATLATLAUCA SANTA CATARINA COATZINGO 031 146 TLALTEMPAN CHIGMECATITLAN 052 XOCHILTEPEC 157 MATAMOROS ATZALA 021 TILAPA EPATLAN 062 TOTOLTEPEC SAN MARTIN 133 176 085 185 TLAPANALA IZUCAR DE 007 TEHUITZINGO AHUATLAN YELOIXTLAHUACA ACATLAN ANICANO PABLO SAN 139 066 009 GUADALUPE AHUEHUETITLA SAN PEDRO 003 141 155 TULCINGO TECOMATLAN CHINANTLA 024 056 191 LA SAL CHILA DE AXUTLA 059 113 PIAXTLA HUEHUETLAN 073 EL CHICO 168 TEPEXCO 087 JOLALPAN 160 TEOTLALCO ALBINO ZERTUCHE COHETZALA 032 011 DE 081 IXCAMILPA GUERRERO XICOTLAN 198 DE ESTADO GUERRERO 047 CHIAUTLA MORELOS DE 196 BRAVO XAYACATLAN DE ACTEOPAN 201 051 CHIETLA LAS DISTANCIAS ESTAN EN METROS. PLANO DE PLANTA ESCALA: ACOTACIONES: ESCALA GRAFICA 17.5 0.0 FECHA: 43.75 87.5 PLANO No. 1/4 LOCALIDAD: MTS PAVIMENTACION DE CARPETA ASFALTICA DEL TRAMO 0+000 AL 2+304.21 ENTRE LA PROLONGACION DE LA 2 SUR Y COLONIA 5 DE ABRIL, EN LA COLONIA 5 DE ABRIL. S/E H. AYUNTAMIENTO DE PUEBLA VOLUMEN MOVIMIENTO DE TERRACERIAS GEOMETRICO MEDIDO EN EL CORTE O EN EL BANCO DE PRESTAMO . NOTAS : M3 No. MOVIMIENTO ELEVACION DE LA SUBRASANTE 1 2 3 4 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 D E D R E N A J E CANTIDAD ACARREO DISTANCIA DE SOBRE- UNIDAD DISTANCIA DE PAGO CANTIDAD UNIDAD (SOBRE ACARREO) VOLUMEN x DISTANCIA IZQ. DER. SOBRE- ELEV. % IZQUIERDA m. AMPLIACION AMPLIACION DERECHA m. NP O CAD. GEOMETRIA DE ALINEAMIENTO HORIZONTAL CURVA c t CURVA Y X PC o TE CE Xc Rc Gc ST o STe Lc O e Le EC X Y Y X PI o PST X Yc k p Y Y PT o ET X POLIGONAL DE REFERENCIA X Y Z ORIGEN DE CAD. 5 6 7 8 9 DE KM a KM PROYECTO DE TERRACERIAS TRAMO COMPACTACION FORMACION Y T E R R A C E R I A S CARRETERA: TENDIDO Y COMPACTADO (ExAcTeCo) DEL RELLENO PARA FORMAR CAPA DE LA CAPA SUPERIOR DE TERRAPLENES ESCARIFICACION, ACAMELLONADO, SUBRASANTE EN CORTES CONSTRUIDA SOBRE MATERIAL NO COMPACTABLE A 100% A 90% A 95% A 100% A 95% A 100% A 95% (VOL. GEOMETRICO) ( VOLUMEN GEOMETRICO ) COMPACTACIONES PRESTAMOS E X C A V A C I O N E S DEL TERRENO NATURAL EN EL AREA DE TERRACERIAS EXISTENTES DE LA CAMA DE LOS CORTES DE TERRAPLANES CON O SIN DE PAVIMENTOS EXISTENTES CUNA DE AFINAMIENTO LATERALES DENTRO DE LA DE DESPLANTE DE TERRAPLENES FAJA DE TOTAL BANDEADO A 95% A 100% A 100% A 95% A 100% A 95% A 90% A 95% MATERIAL A DEL BANCO No. DEL BANCO No. MATERIAL B MATERIAL C m3 A 90% A 95% m m DESMONTE (PARA DENSIDAD 100% VEGETACION TIPO) CORTES Y EXC. ADICIONALES REBAJES CORONA DE CORTE DE TERRAPLENES CAJAS PARA DESPLANTE ESCALONES DE LIGA Y/O TERRAPLEN DESPALME DESPALMES EN CORTE TOTAL MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL DESPERDICIADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO PARA DESPLANTE DE TERRAPLENES MATERIAL A MATERIAL C MATERIAL B MATERIAL APROVECHADO m3 m3 FECHA P HOJA m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 Ha. m3 m3 m3 m3 m3 CANTIDADES DE OBRA ESPESOR DE PAVIMENTO ANCHO DE CORONA CURVATURA MAXIMA CARRETERA TIPO TRANSITO (DPA) m m o ANCHO DE CALZADA PENDIENTE GOBERNADORA VELOCIDAD DE PROYECTO PENDIENTE MAXIMA DATOS DE PROYECTO % KPH m % DESPERDICIO. *** ** * LOS BANCOS DE PRESTAMO UTILIZADOS PARA LA CONSTRUCCIÓN DE TERRACERIAS Y PAVIMENTOS, ASI COMO LOS DE DEPOSITO DE MATERIAL A DESPERDICIO, SE PROPORCIONAN A TÍTULO INFORMATIVO, NO RESTRICTIVO, YA QUE LA ELECCIÓN DE ÉSTOS ES RESPONSABILIDAD DEL CONTRATISTA. m3 DIRECCION GENERAL DE CARRETERAS ANO A= B= C= 0 10 m3 m3 m3 hm Ad m3 Km MATERIAL PRODUCTO DE LOS PRESTAMOS DE BANCO m3 1er Km m3 ESTACION ACARREOS m3 hm Ad MATERIAL PRODUCTO DE LOS CORTES m3 hm m3 Km Subs m3 5hm Vol. Agua m3 m3 Km m3 Km Ad DESP. ESCALA. 1 : 2000 ANGULOS ( d ) A LA DERECHA PROLONGACION TANGENTE ATRAS Y DISTANCIA DE P o R PTO. REFERENCIADO(P) REFERENCIAS DEL TRAZO IDENT. d km DR1 d DR2 KM 0+000.00 KM 0+000.00 KM 1+000.00 AMPLIACION 11 SUR P 02 R2 01 R1 PAVIMENTO FLEXIBLE ANCHO DE CORONA 7.00 M -2.00 -2.00 -2.00 -2.00 SECCION TIPO A SANTA MARIA MALACATEPEC 1 ERA ETAPA - - - - - - - - - - - - - SEPTIE. 2013 - 1/3 CONCRETO f'c= 100 kg/cm2 EXCAVACIONES MAMPOSTERIA DE 3a. CONCRETO CONCRETO CICLOPEO DRENAJE MENOR f'c= Kg/cm2 f'c= Kg/cm2 f'c= Kg/cm2 P/CABEZOTES m3 m3 m3 m3 m3 TUBOS DE DEMOLICIONES m3 m3 MAMPOSTERIA CONCRETO MATERIAL C MATERIAL B MATERIAL A ACERO DE REFUERZO ACERO POR TEMPERATURA m3 m3 m3 m m m m3 m3 m3 Kg. Kg. ARROPE f'c= Kg/cm2 m3 m MALLA ELECTROSOLDADA m2 mO(0.90) mO(1.05) mO(1.20) mO(1.50) 100 150 200 PLANTILLA (TUBO) ESC. VERT. 1:500 ESC. HOR. 1:1000 KM 2+204.21 3.50 0.50 3.00 3.50 3.00 0.50 7.00 DETALLE DE ESTRUCTURA DE PAVIMENTO BASE HIDRAULICA 20.0 cm. SUBRASANTE 20.0 cm. CARPETA C.A. 5.00 cm. TERRACERIAS 0 Km 1 Km 2,163.90 2,164.57 2,165.24 2,165.89 2,166.33 2,166.60 2,166.69 2,166.60 2,166.34 2,165.91 2,165.30 2,164.51 2,163.59 2,162.67 2,161.74 2,160.81 2,159.88 2,158.96 2,158.14 2,157.35 2,156.56 2,155.76 2,154.97 2,154.08 2,153.20 2,152.32 2,151.44 2,150.56 2,149.50 2,148.44 2,147.38 2,146.31 2,144.91 2,143.00 2,140.58 2,137.67 2,134.80 2,132.27 2,130.08 2,128.22 2,126.68 2,125.48 2,124.51 2,123.56 2,123.00 2,122.40 2,121.59 2,120.50 2,119.15 2,117.52 2,115.63

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	asphalt, autocad, cad, DWG, engineering, full, HIGHWAY, pavement, Project, Road, route, shown, south, stage