Hanging Bridge DWG Block for AutoCAD

Plane Profile and plant of hanging bridge

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

datum elev, name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, rail, niveldeterreno, pendolas, type of land, ramp, large and gravel, anti-sealing mattress, beams, flow direction, steel drum, seagull spikes, riomashcon, structural timber, stirrup, locknut, hole, conical, left, pedestrian bridge plant, cross section of the channel and bridge profile, filling with affirmative material

Raw text data extracted from CAD file:

N ESC. 1/100 DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR \A1;3.00 \A1;1.00 \A1;1.50 \A1;1.50 \A1;1.50 \A1;3.00 \A1;4.00 \A1;4.00 \A1;.30 \A1;2.00 \A1;1.50 \A1;2.00 \A1;.30 \A1;2.00 \A1;2.00 \A1;1.50 \A1;1.10 \A1;1.10 \A1;4.00 \A1;1.80 \A1;1.20 \A1;24.27 \A1;.30 \A1;1.20 \A1;4.00 \A1;1.80 \A1;GUARDACABO (VER DETALLE) F’c = 175Kg/cm2 + 30% PM Dado de C° Ciclópeo -1264.068551472774 BARANDA -1264.068551472774 Contraflecha f=1.00 m. Larguero de Sección 3″ x 5″ N i v e l d e T e r r e n o -1264.068551472774 -1264.068551472774 PENDOLAS (Ver Plano de Detalles) -1264.068551472774 N i v e l d e T e r r e n o \A1;GUARDACABO (VER DETALLE) Dado de C° Ciclópeo F’c = 175Kg/cm2 + 30% PM -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 \A1;TORRE DE IZAJE DE CABLES Dado de C° TIPO DE TERRENO Rampa F’c = 210 Kg/cm2 -1264.068551472774 -1264.068551472774 \A1;TORRE DE IZAJE DE CABLES 2851.83 Dado de C° TIPO DE TERRENO F’c = 210 Kg/cm2 CONGLOMERADO DE PIEDRAS GRANDES Y GRAVA -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 2849.83 \A1;. -1264.068551472774 -1264.068551472774 -1264.068551472774 -1264.068551472774 \A1;.07 \A1;.07 \A1;1.20 \A1;3.50 \A1;12.00 \A1;2.30 \A1;.25 \A1;1.80 \A1;.25 \A1;5.00 \A1;25.51 \A1;3.30 \A1;4.00 \A1;1.80 \A1;3.30 \A1;4.00 \A1;1.80 \A1;1.20 \A1;1.50 \A1;4.00 \A1;4.00 \A1;3.50 Colchón antisocavante A A A A A A A’ -889.8184148698847 -889.8184148698847 -889.8184148698847 -889.8184148698847 Columna 30×50 -889.8184148698847 -889.8184148698847 -889.8184148698847 -889.8184148698847 SECCION 3″ x 8″ VIGUETAS DIRECCION DE FLUJO -889.8184148698847 -889.8184148698847 -889.8184148698847 Dados de C° Ciclópeo f’c=175Kg/cm2+30 PM -889.8184148698847 ACERO BOA (9X19)(9/9/1) 02 Cables de 1 1/4″ TAMBORA DE ACERO VER DETALLE 3 -889.8184148698847 ESPIGON DE GAVIONES -889.8184148698847 -889.8184148698847 -889.8184148698847 -889.8184148698847 C A C C C C B C C R I O M A S H C O N B’ C -889.8184148698847 A C B C MADERA ESTRUCTURAL -889.8184148698847 -889.8184148698847 \A1;Columna 30X50 -889.8184148698847 ACERO BOA (9X19)(9/9/1) 02 Cables de 1 1/4″ VER DETALLE 3 TAMBORA DE ACERO f’c=175Kg/cm2+30 PM -889.8184148698847 Dados de C° Ciclópeo \A1;25.51 \A1;3.30 \A1;4.00 \A1;1.80 \A1;3.30 \A1;4.00 \A1;1.80 \A1;1.20 \A1;1.50 \A1;4.00 \A1;4.00 \A1;3.50 \A1;12.00 \A1;2.30 \A1;.25 \A1;1.80 \A1;.25 \A1;5.00 \A1;.07 \A1;.07 \A1;1.20 \A1;3.50 Colchón antisocavante A A A A A A A’ -675.1258158782553 -675.1258158782553 -675.1258158782553 -675.1258158782553 Columna 30×50 -675.1258158782553 -675.1258158782553 -675.1258158782553 -675.1258158782553 SECCION 3″ x 8″ VIGUETAS DIRECCION DE FLUJO -675.1258158782553 -675.1258158782553 -675.1258158782553 Dados de C° Ciclópeo f’c=175Kg/cm2+30 PM -675.1258158782553 ACERO BOA (9X19)(9/9/1) 02 Cables de 1 1/4″ TAMBORA DE ACERO VER DETALLE 3 -675.1258158782553 ESPIGON DE GAVIONES -675.1258158782553 -675.1258158782553 -675.1258158782553 -675.1258158782553 C A C C C C B C C R I O M A S H C O N B’ C -675.1258158782553 A C B C MADERA ESTRUCTURAL -675.1258158782553 -675.1258158782553 \A1;Columna 30X50 -675.1258158782553 ACERO BOA (9X19)(9/9/1) 02 Cables de 1 1/4″ VER DETALLE 3 TAMBORA DE ACERO f’c=175Kg/cm2+30 PM -675.1258158782553 Dados de C° Ciclópeo 2851.000 2851.000 2851.000 2851.000 2851.000 2851.000 2851.000 2851.000 \A1;1.50 \A1;.90 \A1;1.50 -864.5660784337915 VIGA 3″ X 8″X10′ SOLERA 3″ X 5″X10′ PLANCHA DE ACERO C-320 e = 1/8″ (9″ x 7 1/2″) -864.5660784337915 3″ X 3″X4′ 3″ X 3″X6′ 3″ X 3″X10′ -864.5660784337915 PLANCHA DE ACERO C-320 e = 1/8″ (3″ x 6″) \A1;.30 \A1;2.55 \A1;.30 \A1;2.55 \A1;.30 \A1;30 \A1;25 \A1;30 \A1;50 \A1;1.75 \A1;3.30 \A1;5.50 -873.5002943094473 -873.5002943094473 -873.5002943094473 -873.5002943094473 -873.5002943094473 -873.5002943094473 -873.5002943094473 -873.5002943094473 -873.5002943094473 6 @0.15, Estribo Estribo 5 @0.10, COLUMNA C-1 6 \U+2205 \U+2205 4 VIGA V-1 3/4″ + 2ø1/2″ \U+2205 3/8″ 1@0.05, r@0.20 \U+2205 r@0.20 3/4″ 3/8″ 1@0.05, MALLA ø 1/2″ @ 0.20 -873.5002943094473 -873.5002943094473 -873.5002943094473 \A1;5″ \A1;1/2″ \A1;1/2″ \A1;1 1/2″ \A1;5″ \A1;R.0239 \A1;R.0175 \A1;R.0175 \A1;R.0235 \A1;R.0235 \A1;R.0175 \A1;R.0175 \A1;R.0239 \A1;0.017 \A1;0.204 \A1;.003 \A1;0.011 \A1;4″ \A1;.0063 \A1;.0156 -859.7282349633354 -859.7282349633354 CONTRATUERCA \A1;L=4″ \A1;PLATINA 1/4″ x 2-3/4″o 3″ \A1;TUERCA \A1;TUERCA Y -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 DETALLE N°01 (CANT. 68 UND) -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 -859.7282349633354 \A1;.42 \A1;.42 \A1;.90 \A1;.20 \A1;.09 \A1;.28 \A1;.28 \A1;.28 \A1;.09 \A1;2.11 \A1;2.51 \A1;.20 \A1;1.75 VIGA 3″X8″ -861.454911944493 -861.454911944493 -861.454911944493 LARGUERO 3″X5″X10′ \A1;TABLERO e=1-1/2″ -861.454911944493 -861.454911944493 -861.454911944493 -861.454911944493 -861.454911944493 -861.454911944493 PLANCHA DE ACERO C-320 e = 1/8″ (3″ x 6″) \A1;PENDOLA JGO ACCES. \A1;DETALLE N°01 \A1;DETALLE N° 02 -861.454911944493 -861.454911944493 -861.454911944493 -861.454911944493 \A1;.20 \A1;.33 \A1;VARIABLE \A1;5″ \A1;\U+22050′-0″ \A1;R0′-0″ \A1;R0′-0″ \A1;110°54′ \A1;\U+22050′-0″ \A1;\U+22050′-0″ -859.9382163792047 -859.9382163792047 -859.9382163792047 \A1;F° L° ø 5/8″ \A1;OREJA SOLDADA \A1;ABRAZADERA PARA CABLE \A1;ABRAZADERA PARA TABLERO ø 1/2″ \A1;VER DETALLE N° 1 -859.9382163792047 -859.9382163792047 -859.9382163792047 -859.9382163792047 -859.9382163792047 -859.9382163792047 -859.9382163792047 \A1;VER DETALLE N° 2 \A1;6″ \A1;3″ \A1;4 1/2″ \A1;1-1/2″ \A1;9″ \A1;1 ” \A1;1 ” \A1;14.8 cm. -860.6799561599755 -860.6799561599755 -860.6799561599755 -860.6799561599755 -860.6799561599755 -860.6799561599755 -860.6799561599755 ORIFICIO CONICO ORIFICIO ORIFICIO ORIFICIO CONICO ORIFICIO ORIFICIO -860.6799561599755 DETALLE N°03 (CANT. 08 UND) \A1;2 1/2″ \A1;3″ \A1;1/2″ \A1;1/2″ \A1;3-1/2″ \A1;13″ \A1;1/2″ \A1;3″ \A1;5″ -859.9674479976393 \A1;CONTRA TUERCA \A1;TUERCA \A1;PLANCHA TIPO 2 e= 1/4″ ACERO NEGRO C-320 -859.9674479976393 -859.9674479976393 -859.9674479976393 -859.9674479976393 -859.9674479976393 -859.9674479976393 -859.9674479976393 -859.9674479976393 DETALLE N°02 (CANT. 68 UND) \A1;5.40 \A1;.30 \A1;2.55 \A1;.30 \A1;2.55 \A1;.30 \A1;30 \A1;25 \A1;30 \A1;50 \A1;1.75 \A1;3.30 \A1;5.50 -933.3134919134914 -933.3134919134914 -933.3134919134914 MALLA ø 3/4″ @ 0.20 3/8″ 1@0.05, 3/4″ r@0.20 \U+2205 r@0.20 3/8″ 1@0.05, \U+2205 3/4″ + 2ø1/2″ VIGA V-1 4 \U+2205 \U+2205 6 COLUMNA C-1 5 @0.10, Estribo Estribo 6 @0.15, -933.3134919134914 -933.3134919134914 -933.3134919134914 -933.3134919134914 -933.3134919134914 -933.3134919134914 -933.3134919134914 -933.3134919134914 -933.3134919134914 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50.00000000000000 50.00000000000000 50.00000000000000 5224.291725127951 984.9889432419889 2845.000000000000 0.000000000000000 141.5208573068570 LEFT PEGLT PEGRT PDGL PDGR \A1; 0.000 Esc. 1/150 PLANTA PUENTE PEATONAL Esc. 1/150 SECCION TRANSVERSAL DEL CAUCE Y PERFIL DEL PUENTE Relleno con material de afirmado S = 15 % S = 15 % Relleno con material de afirmado 5.40 1 7 CONGLOMERADO DE PIEDRAS GRANDES Y GRAVA 51.00 m