Detail Of Retaining Walls DWG Detail for AutoCAD

DETAIL OF RETAINING WALLS

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

entrance, exit, stop, description, date, no., road huancavelica-lircay, rehabilitation and improvement of the, plane:, ministry of transport and communications, special transport infrastructure project, national provinces, chief of supervision :, date: , resident of work :, location :, pag., scale:, contractor:, supervision:, provias, national, ministry of transport and communications, rev., date, rev. no:, description, r e v i s i o n s, mota-engil, peru, upaca, oa-alc-, ing. jorge alvarado cabanillas, indicated, ing. nnn, access, floor, reinforced floor wall – sections, ing. mario rodriguez salas, ing. henrry saavedra walls, issued for approval, subgrade level, natural terrain, reinforced soil wall, reinforced soil wall bottom, mileage, terrain, coronation, subgrade, slope, elevation, elevation, foundations, a huancavelica, edge of way projected, to lircay, edge of way, reinforced soil wall, axis of way, l. excavation, soil filling, reinforced, technical specifications, point, north, east, coordinate table, wall bottom, reinforced soil, variable, soil wall, reinforced, geotextile filter, geocomposite, flexible pipe, for drainage, payment line, filling for, type I polyester geogrid, according to design, path, project, detail, geogrid, type I polyester, polyester geogrid, type i, reinforced floor wall – plant-profile, longitudinal profile

Raw text data extracted from CAD file:

D D Y H GV H Y D S O S W WV C ENTRANCE EXIT P P R R S STOP PT TP W BY DESCRIPTION DATE NO. TRAMO – 1+550(Av. Los Chancas)-LIRCAY CARRETERA HUANCAVELICA-LIRCAY REHABILITACION Y MEJORAMIENTO DE LA TRAMO : km 1+550 – km 73+505 Plano: MINISTERIO DE TRANSPORTES Y COMUNICACIONES PROYECTO ESPECIAL DE INFRAESTRUCTURA DE TRANSPORTE PROVIAS NACIONAL Jefe de Supervision: Fecha: Residente de Obra: Ubicacion: PAG. Escala : CONTRATISTA : SUPERVISION : PROVIAS NACIONAL Ministerio de Transportes y Comunicaciones Rev. FECHA REV. Nº: DESCRIPCION R E V I S I O N E S CONTRATO N° 145-2014-MTC/20 MOTA-ENGIL PERU UPACA OA-ALC- ALCANTARILLA TMC Ø 36″ KM 11+096.00 Ing. Jorge Alvarado Cabanillas 1 de 1 INDICADA DICIEMBRE 2009 Ing. NNN 0 0 1 2 3 \A1;14.00 \A1;32.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 ACCESO N \A1;5.20 \A1;1.00 \A1;5.20 \A1;1.00 \A1;5.20 \A1;1.00 \A1;5.20 \A1;1.00 \A1;5.20 \A1;1.00 \A1;5.20 \A1;1.00 \A1;5.20 \A1;1.00 \A1;5.20 \A1;1.00 \A1;5.44 \A1;1.00 \A1;5.69 \A1;1.00 \A1;5.75 \A1;1.00 \A1;5.13 \A1;2.80 \A1;4.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;4.68 \A1;4.94 \A1;4.43 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;4.00 \A1;3.90 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;3.00 \A1;4.00 \A1;4.00 \A1;1.00 \A1;4.20 \A1;3.00 \A1;4.00 \A1;4.00 \A1;3.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;1.00 \A1;4.20 \A1;5.20 \A1;1.00 \A1;4.20 \A1;5.20 \A1;1.00 \A1;4.20 \A1;5.20 \A1;4.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;4.00 \A1;5.00 \A1;4.00 \A1;5.00 \A1;1.00 \A1;4.20 \A1;5.20 \A1;1.00 \A1;4.20 \A1;5.20 \A1;1.00 \A1;4.20 \A1;5.20 \A1;1.00 \A1;4.20 \A1;5.20 \A1;1.00 \A1;4.44 \A1;5.44 \A1;1.00 \A1;4.69 \A1;5.69 \A1;1.00 \A1;4.75 \A1;5.75 PLANTA 1:xx MSR-049 MURO SUELO REFORZADO – SECCIONES KM 37+485.00 – KM 37+531.16 Ing. Mario Rodriguez Salas 3 de 3 INDICADA ENERO 2016 Ing. Henrry Saavedra Paredes 1 0 18-04-2015 EMITIDO PARA SU APROBACION 1 2 3 MSR-049 MURO SUELO REFORZADO – SECCIONES KM 37+485.00 – KM 37+531.16 Ing. Mario Rodriguez Salas 2 de 3 INDICADA ENERO 2016 Ing. Henrry Saavedra Paredes 1 0 18-04-2015 EMITIDO PARA SU APROBACION 1 2 3 \A1;4.80 \A1;3.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.00 \A1;3.80 \A1;5.20 \A1;4.00 \A1;4.00 \A1;3.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;3.00 \A1;VARIABLE \A1;H \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;0.3H \A1;1.50 \A1;4.00 \A1;4.00 \A1;4.00 \A1;0.3H \A1;0.10 \A1;\T0.8;4.50m(Geomalla Polyester Tipo I) \A1;\T0.8;4.50m(Geomalla Polyester Tipo I) \A1;\T0.8;Variable según diseño (Geomalla Polyester Tipo I) \A1;\T0.8;Variable según diseño (Geomalla Polyester Tipo I) \A1;H \A1;VARIABLE \A1;5.00 \A1;5.00 \A1;2.08 \A1;2.08 \A1;2.08 \A1;2.63 \A1;2.63 \A1;2.63 \A1;2.63 \A1;2.63 \A1;2.62 \A1;2.62 \A1;2.58 SC = 37+559.861 4126.26 37+480 4126.38 4120 4126.44 4126.73 4123.73 37+485 4126.54 4126.45 4126.83 4123.83 37+490 4126.51 4126.52 4126.93 4123.93 37+495 4126.56 4126.66 4127.03 4123.03 37+500 4126.52 4126.86 4127.23 4123.23 37+510 4126.60 4127.05 4127.43 4123.43 37+520 4126.75 4127.14 4127.52 4123.52 37+525 4126.79 +1.977% en 430.000 m 4125 37+535 4127.30 4126.49 4126.75 4127.13 4123.13 37+505 4126.50 4126.95 4127.32 4123.32 37+515 4126.69 4127.24 4127.61 4123.61 37+530 4126.74 4130 NIVEL SUBRASANTE TERRENO NATURAL MURO DE SUELO REFORZADO FONDO DE MURO DE SUELO REFORZADO 5 5 5 5 5 5 KILOMETRAJE TERRENO CORONACION SUBRASANTE PENDIENTE COTA DE COTA CIMENTACION COTA DE COTA 5 5 5 5 A HUANCAVELICA BORDE DE VIA PROYECTADA A LIRCAY BORDE DE VIA 37+485.00 37+490.00 37+495.00 37+500.00 37+505.00 37+510.00 37+515.00 37+520.00 37+525.02 37+530.12 37+531.16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5.20 5 5.44 5 5 5 5.75 5 1 2 3 4 5 6 7 8 9 10 MURO SUELO REFORZADO EJE DE VIA 3a 5 5 L. EXCAVACION A.EXC= 6.21 A.RELL= 3.05 1 2 3 4 5 6 7 8 9 10 11 37+485 CT=4126.37 CS=4126.46 37+490 CT=4126.45 CS=4126.56 37+495 CT=4126.55 CS=4126.66 37+500 CT=4126.64 CS=4126.76 37+505 CT=4126.68 CS=4126.86 37+510 CT=4126.73 CS=4126.96 37+515 CT=4126.77 CS=4127.05 37+520 CT=4126.83 CS=4127.15 37+525 CT=4126.88 CS=4127.25 37+530 CT=4126.93 CS=4127.35 37+535 CT=4126.97 CS=4127.45 37+480 CT=4126.30 CS=4126.36 5 5 5 5 5 5 5 5 5 5 CC=4126.73 CF=4123.73 MURO H=3.00 CC=4126.83 CF=4123.83 MURO H=3.00 CC=4126.93 CF=4123.93 MURO H=3.00 CC=4127.03 CF=4123.03 MURO H=4.00 CC=4127.13 CF=4123.13 MURO H=4.00 CC=4127.23 CF=4123.23 MURO H=4.00 CC=4127.32 CF=4123.32 MURO H=4.00 CC=4127.43 CF=4123.43 MURO H=4.00 CC=4127.52 CF=4123.52 MURO H=4.00 CC=4127.61 CF=4123.61 MURO H=4.00 H=3.00m H=3.00m H=3.00m H=4.00m H=4.00m H=4.00m H=4.00m H=4.00m H=4.00m H=4.00m 5 5 5 5 5 5 5 5 5 5 5 5 ACM=21.76 ARM=16.01 ACM=18.36 ARM=14.76 ACM=16.65 ARM=14.36 ACM=20.91 ARM=19.82 ACM=22.02 ARM=19.36 ACM=21.78 ARM=19.60 ACM=21.84 ARM=19.00 ACM=21.96 ARM=18.81 ACM=21.31 ARM=18.49 ACM=20.58 ARM=17.92 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 5 A.EXC= 19.44 A.RELL= 13.85 A.EXC= 18.09 A.RELL= 13.85 A.EXC= 16.67 A.RELL= 13.85 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A.EXC= 22.64 A.RELL= 19.93 A.EXC= 23.80 A.RELL= 19.93 A.EXC= 22.03 A.RELL= 19.93 A.EXC= 21.67 A.RELL= 19.94 A.EXC= 21.78 A.RELL= 19.94 A.EXC= 20.64 A.RELL= 19.95 A.EXC= 20.08 A.RELL= 19.96 A.EXC= 20.79 A.RELL= 19.96 1.- MURO SUELO REFORZADO ESPECIFICACIONES TECNICAS 3.- LONGITUD= 46.00 m. ; ALTURAS VARIABLES 4.- INICIO DE MURO Km 37+485.00 FIN DE MURO Km 37+531.16 2.- ELEMENOS CON DIMENSIONES DE 1X1X2 m. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PUNTO NORTE ESTE 1 8573421.688 519134.071 2 8573422.585 519134.868 3 8573418.364 519137.806 4 8573419.261 519138.604 5 8573415.041 519141.542 6 8573415.937 519142.339 7 8573412.382 519144.530 8 8573413.353 519145.394 9 8573408.393 519149.012 10 8573409.365 519149.877 11 8573405.070 519152.748 12 8573406.041 519153.612 13 8573401.746 519156.483 14 8573402.717 519157.347 15 8573398.429 519160.224 16 8573399.401 519161.089 17 8573395.304 519164.119 18 8573396.283 519164.978 19 8573391.672 519168.855 20 8573392.680 519169.680 CUADRO DE COORDENADAS 5 5 5 5 5 1 2 Relleno suelo Reforzado L. EXCAVACION 5 5 A.EXC= 19.44 A.RELL= 15.07 37+485.00 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4126.461 CSR = 4126.461 37+490.00 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4126.560 CSR = 4126.560 37+495.00 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4126.658 CSR = 4126.658 37+500.00 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4126.757 CSR = 4126.757 37+505.00 4115 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4115 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 0 5 10 15 0 -5 -10 -15 CT = 4126.856 CSR = 4126.856 37+510.00 4115 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4115 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 0 5 10 15 0 -5 -10 -15 CT = 4126.955 CSR = 4126.955 37+515.00 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4127.054 CSR = 4127.054 37+520.00 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4127.153 CSR = 4127.153 37+525.02 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4127.252 CSR = 4127.252 37+530.12 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4127.353 CSR = 4127.353 37+531.16 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 4116 4117 4118 4119 4120 4121 4122 4123 4124 4125 4126 4127 4128 4129 4130 4131 4132 4133 4134 4135 4136 0 5 10 15 0 -5 -10 -15 CT = 4127.374 CSR = 4127.374 5 5 2 5 Relleno suelo Reforzado FONDO DE MURO SUELO REFORZADO km 37+485.00 1 km 37+490.00 2 km 37+495.00 3 km 37+500.00 4 km 37+505.00 5 km 37+510.00 6 km 37+515.00 7 km 37+520.00 8 km 37+525.02 9 km 37+531.16 10 km 37+530.12 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PUNTO NORTE ESTE 1 8573421.987 519134.337 2 8573422.735 519135.000 3 8573418.663 519138.072 4 8573419.410 519138.737 5 8573415.340 519141.808 6 8573416.087 519142.472 7 8573412.681 519144.796 8 8573413.428 519145.461 9 8573408.692 519149.278 10 8573409.439 519149.943 11 8573405.368 519153.014 12 8573406.116 519153.678 13 8573402.045 519156.749 14 8573402.792 519157.414 15 8573398.728 519160.490 16 8573399.476 519161.156 17 8573395.605 519164.384 18 8573396.358 519165.044 19 8573391.982 519169.109 20 8573392.757 519169.744 CUADRO DE COORDENADAS C L VARIABLE H MURO SUELO REFORZADO 5 5 5 5 5 5 FILTRO GEOTEXTIL CLASE 2 1 2 GEOCOMPUESTO TUBERÍA FLEXIBLE PARA DRENAJE PERFORADO HDPE 4″ LINEA DE PAGO 0.3H RELLENO PARA SUELO REFORZADO GEOMALLA POLYESTER TIPO I SEGÚN DISEÑO * LA GEOMALLA SE COLOCARÁ DE ACUERDO AL DISEÑO H <> Vereda Proy. VARIABLE C L 5 5 5 1 2 GEOCOMPUESTO TUBERÍA FLEXIBLE PARA DRENAJE PERFORADO HDPE 4″ 0.3H RELLENO PARA SUELO REFORZADO DETALLE 0.10 \T0.8;<>m(Geomalla Polyester Tipo I) \T0.8;<>m(Geomalla Polyester Tipo I) \T0.8;Variable según diseño (Geomalla Polyester Tipo I) \T0.8;Variable según diseño (Geomalla Polyester Tipo I) 5 5 Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I Geomalla Poliester tipo I GEOMALLA POLIESTER TIPO I GEOMALLA POLIESTER TIPO I 5 5 5 5 5 5 5 5 5 5 5 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 MSR-049 MURO SUELO REFORZADO – PLANTA -PERFIL KM 37+485.00 – KM 37+531.16 Ing. Mario Rodriguez Salas 1 de 3 INDICADA ENERO 2016 Ing. Henrry Saavedra Paredes 1 0 18-04-2015 EMITIDO PARA SU APROBACION 1 2 3 PLANTA 1:100 MURO SUELO REFORZADO KM 37+485.00 AL KM 37+531.16 LONGITUD = 46.00 m. PERFIL LONGITUDINAL 1:100 PUNTO NORTE ESTE 1 8573421.987 519134.337 2 8573422.735 519135.000 3 8573418.663 519138.072 4 8573419.410 519138.737 5 8573415.340 519141.808 CUADRO DE COORDENADAS 6 8573416.087 519142.472 7 8573412.681 519144.796 8 8573413.428 519145.461 9 8573408.692 519149.278 10 8573409.439 519149.943 11 8573405.368 519153.014 12 8573406.116 519153.678 13 8573402.045 519156.749 14 8573402.792 519157.414 15 8573398.728 519160.490 16 8573399.476 519161.156 17 8573395.605 519164.384 18 8573396.358 519165.044 19 8573391.982 519169.109 20 8573392.757 519169.744