Pedestrian Bridge DWG Block for AutoCAD

Pedestrian Bridge

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

nev, television cables, cyclonic mesh or fence, vertical signage, preventive signs, telephone booth, axis of line, whereabouts, paramento, ads, trunk tree ø trunk, garrison, log, manhole, light pole, pl, floor strainer, pt, level in elevation, level in plan, col. altamira, garrison construction, sidewalk, stairs, location :, plane :, architectural, dimension :, pavement and bridge, drawing :, date :, mts., scale :, nomenclature :, project :, revision :, authorizations, date, revision, modification, respon, cyclonic mesh, handrail, sketch of location, simbología, padre figueroa, may flower, rose, lomas de naucalpan, camelia, palm, arches, arches, morelos, cda., remedies, Calzada de lo Arcos, Cochabamba, Lima, BC. of the remedies, forest remedies, millan, remedy walkway, science and humanities college, cardenas, bouquets, america, zapata, wood, lazaro, emiliano, guayaquil, santiago de chile, quito, la paz, chaco, p. of the east, the assumption, Bogota, north, montervideo, av. forest, cali, maracaibo, adolfo lopez mateos, guayaqui, chochabamba, brasilia, arecife, panama, toronto, the americas, el salvador, quique, new scotland, montreal, washinton, recife, south america, canada, french guayana, washington, ups , concrete wall, pluvial catchment grid, pedestrian bridge, pedestrian axis, bridge layout, project, current status, for pay, light cables

Raw text data extracted from CAD file:

NEV 2000-2003 \A1;15.91 \A1;17.55 \A1;1.50 \A1;3.10 \A1;1.50 \A1;1.50 \A1;3.10 \A1;9.42 \A1;9.37 \A1;7.00 \A1;7.00 \A1;7.00 \A1;5.60 \A1;5.95 \A1;15.91 \A1;17.55 BN 100.000 1 100.925 2 100.663 3 100.472 4 100.217 5 100.913 6 100.764 7 100.780 8 100.924 9 100.923 10 100.648 11 100.652 12 100.549 13 100.314 14 100.611 15 100.683 16 100.601 17 100.890 18 100.374 19 100.941 20 100.917 21 100.428 22 100.563 23 100.483 24 101.430 25 101.599 26 101.431 27 101.275 28 101.339 29 101.313 30 101.156 31 101.128 32 100.867 33 100.916 34 100.595 35 100.737 36 100.469 37 100.642 38 100.842 39 100.770 40 100.508 41 101.018 42 101.050 43 100.583 44 100.681 45 100.605 46 100.529 47 101.041 48 100.994 49 100.803 50 101.093 51 100.852 52 101.117 53 100.902 54 100.931 55 100.678 56 100.706 57 100.745 58 100.769 59 100.757 60 100.751 61 100.544 62 100.701 63 100.749 64 100.663 65 100.706 66 100.379 67 100.680 68 100.641 69 100.669 70 100.327 71 100.605 72 100.629 73 100.611 74 100.532 75 100.275 76 100.235 77 100.370 78 100.194 79 100.113 80 99.935 81 100.132 82 100.027 83 100.109 84 99.660 85 99.827 86 99.753 87 99.538 88 99.625 89 99.546 90 99.289 91 99.392 92 99.129 93 99.461 94 100.005 95 99.780 96 100.051 97 100.004 98 99.697 99 100.216 100 99.919 101 100.331 102 100.366 103 100.077 104 100.119 105 100.369 106 100.344 107 100.104 108 100.088 109 100.102 110 99.855 111 100.154 112 100.132 113 100.165 114 100.264 115 100.411 116 100.369 117 100.344 118 100.310 119 100.284 120 100.194 121 100.172 122 101.791 EJE 100.824 123 101.139 124 100.948 125 100.759 126 100.461 127 100.328 128 100.239 129 100.115 130 100.362 131 100.422 132 100.422 EJE 100.383 DE 50 CMS EN ADELANTE CABLES DE TELEVISION MALLA CICLONICA O CERCA SEÑALAMIENTO VERTICAL SEÑALES PREVENTIVAS CASETA DE TELEFONO EJE DE TRAZO A PARADEROS B C PARAMENTO ANUNCIOS ARBOL ø DE TRONCO HASTA 20 CM. DE 20 A 50 CMS. ARBOL ø DE TRONCO ARBOL ø DE TRONCO GUARNICION REGISTRO POZO DE VISITA POSTE DE LUZ P.L. COLADERA DE PISO A A A A A A B A A B P.T. A B P.L. P.T. N.T.N. = NIVEL DE TERRENO NATURAL. NIVEL EN ALZADO NIVEL EN PLANTA N.PT. = NIVEL DE PISO TERMINADO COL. ALTAMIRA CALLE 10 DE MAYO ESQUINA CALLE DEPORTIVO CONSTRUCCION DE GUARNICION, BANQUETA, ESCALERAS UBICACION: PLANO: ARQUITECTONICO ACOTACION: PAVIMENTO Y PUENTE DIBUJO: FECHA: 1:100 MTS. ESCALA: A-01 NOMENCLATURA: PROYECTO: 0 REVISION: AUTORIZACIONES FECHA REVISION MODIFICACION RESPON. MALLA CICLONICA BARANDAL CROQUIS DE LOCALIZACION SIMBOLOGIA MALLA CICLONICA MALLA CICLONICA PADRE FIGUEROA FLOR DE MAYO DEL ROSAL LOMAS DE NAUCALPAN CAMELIA PALMA CALZADA DE LOS ARCOS ARCOS CALZADA DE LOS ARCOS MORELOS CDA. REMEDIOS CALZADA DE LO ARCOS COCHABAMBA LIMA AV. DE LOS REMEDIOS BOSQUE LOS REMEDIOS MILLAN CALZADA DE LOS REMEDIOS COLEGIO DE CIENCIAS Y HUMANIDADES CARDENAS RAMOS AMERICA ETI. No. 192 024-5 ZAPATA MADERO LAZARO EMILIANO GUAYAQUIL SANTIAGO DE CHILE QUITO LA PAZ CHACO P. DEL ESTE LA ASUNCION BOGOTA NORTE MONTERVIDEO AV. DEL BOSQUE CALI MARACAIBO GUAYAQUIL CHACO ADOLFO LOPEZ MATEOS CHACO GUAYAQUI CHOCHABAMBA BRASILIA MARACAIBO ARECIFE PANAMA TORONTO LAS AMERICAS EL SALVADOR COCHABAMBA QUIQUE QUIQUE NUEVA ESCOCIA MONTREAL WASHINTON RECIFE MARACAIBO SUDAMERICA CALI WASHINTON CANADA 025-A GUAYANA FRANCESA WASHINGTON CANADA CALI RECIFE PANAMA MARACAIBO EL SALVADOR SUBE SUBE 1 2 3 4 A 15.91 17.55 5 5 5 5 5 5 MURO DE CONCRETO MURO DE CONCRETO REJILLA DE CAPTACION PLUVIAL PUENTE PEATONAL 5 5 5 5 CABLES DE TELEVISION DE PAGA H: 3.65 MTS CABLES DE LUZ H: 4.50 MTS NPT.= 100.088 NPT.= 101.139 NPT.= 100.383 NPT.= 100.422 NPT.= 100.344 NPT.= 100.948 NPT.= 100.461 NPT.= 100.328 NPT.= 100.239 4 3 2 1 5 5 5 5 EJE PEATONAL TRAZO DEL PUENTE REJILLA DE CAPTACION PLUVIAL P.T. P.L. B A P.T. B A A B A A A A A A EJE 100.383 132 100.422 131 100.422 130 100.362 129 100.115 128 100.239 127 100.328 126 100.461 125 100.759 124 100.948 123 101.139 EJE 100.824 122 101.791 121 100.172 120 100.194 119 100.284 118 100.310 117 100.344 116 100.369 115 100.411 114 100.264 113 100.165 112 100.132 111 100.154 110 99.855 109 100.102 108 100.088 107 100.104 106 100.344 105 100.369 104 100.119 103 100.077 102 100.366 101 100.331 100 99.919 99 100.216 98 99.697 97 100.004 96 100.051 95 99.780 94 100.005 93 99.461 92 99.129 91 99.392 90 99.289 89 99.546 88 99.625 87 99.538 86 99.753 85 99.827 84 99.660 83 100.109 82 100.027 81 100.132 80 99.935 79 100.113 78 100.194 77 100.370 76 100.235 75 100.275 74 100.532 73 100.611 72 100.629 71 100.605 70 100.327 69 100.669 68 100.641 67 100.680 66 100.379 65 100.706 64 100.663 63 100.749 62 100.701 61 100.544 60 100.751 59 100.757 58 100.769 57 100.745 56 100.706 55 100.678 54 100.931 53 100.902 52 101.117 51 100.852 50 101.093 49 100.803 48 100.994 47 101.041 46 100.529 45 100.605 44 100.681 43 100.583 42 101.050 41 101.018 40 100.508 39 100.770 38 100.842 37 100.642 36 100.469 35 100.737 34 100.595 33 100.916 32 100.867 31 101.128 30 101.156 29 101.313 28 101.339 27 101.275 26 101.431 25 101.599 24 101.430 23 100.483 22 100.563 21 100.428 20 100.917 19 100.941 18 100.374 17 100.890 16 100.601 15 100.683 14 100.611 13 100.314 12 100.549 11 100.652 10 100.648 9 100.923 8 100.924 7 100.780 6 100.764 5 100.913 4 100.217 3 100.472 2 100.663 1 100.925 BN 100.000 PROYECTO ESTADO ACTUAL PENDIENTE DEL 2 % POR PAGA CABLES DE LUZ