Channel Handle DWG Block for AutoCAD

Channel Handle DWG Block for AutoCAD

Profile km 6 000 – 7 000

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

prefabricated slabs, structure, existing, rip rap with, cast stone, plant, existing structure, gasket, asphalt, gravel sand, cut a – a, cut b – b, pvc, cut c – c, cut d – d, transition entrance, exit head, cut i – i, technopor, board, asphalt, material, asphalt, armor slab bottom central section, lower layer, specifications, concrete :, steel :, length of work :, national university pedro ruiz gallo, course :, students:, work :, date :, teacher :, scale :, indicated, ing. arbulu ramos, josé, lamina:

Raw text data extracted from CAD file:

3.00 4.20 1.00 4.20 .50 .30 4.00 .30 .50 .50 .375 .75 .375 .15 .20 .20 .75 .20 3.00 .30 .30 1.50 .50 .875 1.125 3.00 .30 .30 .15 .75 .15 Water Stop 6" .20 .75 .20 .20 .15 .15 1.50 2.00 3.00 4.20 1.00 4.20 .50 .30 4.00 .30 Water Stop 6" 1.50 .01 3.80 .025 4.36 .005 .40 .005 .40 .005 .40 .005 .40 .005 4.36 .025 5.30 .01 1.50 1.50 .50 .15 .20 .20 .75 .20 .30 .10 .75 .15 .05 .20 .20 .75 .20 .30 .75 .30 1.55 Water Stop 6" Water Stop 6" .35 .50 .20 .20 .75 .20 .75 .20 .20 .75 .20 .05 .25 .25 .15 .25 .15 .25 1.05 .10 .75 .15 .75 .15 .15 .15 .75 .15 .00 .85 .15 .05 .15 (tipico) .20 .20 .75 .20 .30 .20 .75 .20 .20 3.80 (5.30) .20 .20 .75 .20 .05 (tip.) .15 1.05 .10 .75 .15 .75 .15 (tip.) .15 1.05 .15 .15 .75 .10 .75 .15 .05 .15 .50 .375 .50 .35 .50 .75 .15 .05 1.50 .15 .40 .35 .50 .155 1.50 .155 .15 .75 .15 .20 .05 .20 .15 .05 .05 .30 .01 .15 .05 .05 .20 .05 .025 .20 .20 .75 .20 .30 .20 .20 .75 .20 .05 3.80 (5.30) .20 .75 .75 .50 .375 .50 .50 .375 .375 .15 .75 1.20 2.10 1.05 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 5 LOSAS PREFABRICADAS ESTRUCTURA EXISTENTE B B B B D D A A 5 5 5 5 5 Water Stop 6" 5 5 5 5 RIP RAP CON CONCRETO B-10 D-3200 S=1.5‰ 1:1.5 1:1.5 5 5 5 5 5 5 5 5 5 5 5 5 Water Stop 6" PIEDRA COLADA 8.884 8.902 PLANTA ESC. 1:75 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 5 5 5 5 5 5 5 5 5 5 5 SOLADO: Concreto B-5 e = .05 ESTRUCTURA EXISTENTE SOLADO: Concreto B-5 e = .05 DETALLE "B" DETALLE "A" 5 5 5 LOSAS PREFABRICADAS .10x.40x1.05 Water Stop 6" Water Stop 6" 8.901 8.902 8.898 9.85 9.838 8.89 8.886 8.884 5 5 Junta Asfaltica Junta Asfaltica PIEDRA COLADA 5 5 5 ARENA GRAVOSA CORTE A - A ESC. 1:75 CORTE B - B ESC. 1:25 5 5 5 5 5 5 5 5 S=0.8‰ 8.894 Tubo Ø 5/8" P.V.C. IZAJES Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 CORTE C - C ESC. 1:25 5 5 5 5 5 5 5 5 CORTE D - D ESC. 1:25 2 Ø 1/2" 2 Ø 1/2" Ø 1/2" a .25 .15 (tipico) 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" Ø 1/2" a .25 2 Ø 1/2" Ø 1/2" a .25 5 5 5 5 5 1 Ø 1/2" 5 5 5 5 2 Ø 1/2" Ø 1/2" a .25 Ø 1/2" Ø 1/2" 1 Ø 1/2" Ø 1/2" a .25 3.80 (5.30) 5 5 5 5 5 4 Ø 1/2" 2 Ø 1/2" Ø 1/2" a .30 2 Ø 1/2" Ø 1/2" a .30 Ø 1/2" a .30 4 Ø 1/2" (tip.) .15 5 5 5 5 5 5 4 Ø 1/2" 2 Ø 1/2" Ø 1/2" a .30 2 Ø 1/2" Ø 1/2" a .30 (tip.) .15 5 Ø 1/2" a .30 5 5 5 5 5 5 5 CORTE B - B ESC. 1:25 CORTE C - C ESC. 1:25 CORTE D - D ESC. 1:25 5 TRAMO CUBIERTO ENTRADA (SALIDA) ESC. 1:25 Ø 1/2" a .35 1 Ø 1/2" 1 Ø 1/2" 5 5 Ø 1/2" a .35 5 1.50 .15 1 Ø 1/2" .15 TRANSICION DE ENTRADA ESC. 1:25 CABEZAL DE SALIDA ESC. 1:25 CORTE I - I ESC. 1:25 5 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" Ø 1/2" a .35 I I 1 Ø 1/2" 5 5 5 5 5 5 1 Ø 1/2" 5 5 5 Ø 1/2" a .35 Ø 1/2" a .35 5 5 5 5 5 5 5 5 SOLADO: Concreto B-5 e = .05 TECNOPOR JUNTA ASFALTICA 5 5 5 TECNOPOR MATERIAL ASFALTICO SOLADO: Concreto B-5 5 5 .025 WATER STOP 6" DETALLE "B" ESC. 1:25 DETALLE "A" ESC. 1:25 5 5 5 5 5 5 5 5 5 5 3.80 (5.30) SOLADO: Concreto B-5 TRAMO CUBIERTO ENTRADA (SALIDA) ESC. 1:25 5 5 5 5 5 .15 .15 5 5 5 5 5 5 .15 .05 TRANSICION DE ENTRADA ESC. 1:25 5 Ø 1/2" a .30 Ø 1/2" a .30 1 Ø 1/2" 5 Ø 1/2" a .30 Ø 1/2" a .30 5 eje D-3200 ARMADURA LOSA FONDO TRAMO CENTRAL ESC. 1:50 CAPA INFERIOR PLANTA ESPECIFICACIONES CONCRETO: - PARA ESTRUCTURA, USAR CONCRETO B-25 CON 300 kg/m³ DE CEMENTO ASTM TIPO II - PARA SOLADO, USAR CONCRETO B-5 CON 150 kg/m³ DE CEMENTO ASTM TIPO II - PARA RIP RAP , USAR CONCRETO B-10 CON 200kg/m³ DE CEMENTO ASTM TIPO II ACERO: GRADO 60, fy = 4200 kg/cm² - RECUBRIMIENTOS: 3 y 4 cm LONGITUD DE EMPLME: 36 Ø min. NO SE HARAN EN LAS ZONAS DE MAXIMOS ESFUERZOS DE FLEXION UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO "ESCUELA DE INGENIERIA CIVIL" CURSO : ALUMNOS: TRABAJO: DISEÑO DE COLOCHE D -3200 KM 0+257.50 FECHA: DOCENTE: ESCALA: 10/12/06 INDICADA Ing. ARBULU RAMOS, José P-01 LAMINA: ESC. PLOTEO 1/100

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, channel, cross section, dam, DWG, handle, hydroelectric, km, profile