Abutment Wall – Details DWG Detail for AutoCAD

Abutment Wall – Details

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

niv, niv, sill, section, section, scale:, section, scale:, scale:, Armed column cut, retaining wall type, section, scale:, retaining wall type, retaining wall type, wall plant, scale:, scale:, sill, scale:, sill, schedule of, sections, scale:, do not. its T. do not., pvc drainage pipe, niv higher, niv lower, French drainage, its T, mixture of bastard concrete to channel rainwater, its T, do not., stirrups no., pins, fill holes, buttress, column projection, niv higher, niv lower, its T. do not., armed column, pvc drainage pipe, do not. above, do not. down, stirrups no., do not., niv higher, retaining wall type, Armed column cut, armed column, do not. its T. do not., section, scale:, niv lower, sections, schedule of, its T, scale:, retaining wall type, scale:, armed column, its T. do not., its T, sill, sill, scale:, scale:, section, niv higher, do not. down, do not. above, its T, section, scale:, sill, column projection, mixture of bastard concrete to channel rainwater, French drainage, pvc drainage pipe, scale:, section, wall plant, retaining wall type, scale:, tooth no. stirrups no., pvc drainage pipe, fill in remaining holes, pins, buttress, sheet, sans developments, calculation:, roly salvatierra, fernando arriola, drawing:, design:, fernando arriola, vo. bo., arkdeco, wall type, content:, draft:, indicated, date:, scale:, oct., reinforced block retaining wall

Raw text data extracted from CAD file:

NIV. +0.00 2 2 2 2 \A1;2.08 L/2 \A1;2.08 L/2 \A1;0.30 \A1;0.20 \A1;0.84 \A1;0.20 \A1;1.05 \A1;0.20 \A1;1.05 \A1;0.20 \A1;3.54 \A1;0.30 \A1;0.62 \A1;0.42 \A1;0.62 \A1;3.54 \A1;0.25 \A1;0.40 \A1;1.05 \A1;2.00 \A1;0.55 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.85 \A1;0.25 \A1;1.85 \A1;0.25 \A1;2.10 \A1;2.10 \A1;0.20 \A1;0.55 2 2 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.55 \A1;0.25 \A1;L/2 NIV. +0.00 \A1;4.16 \A1;0.55 \A1;0.30 \A1;0.62 \A1;0.42 \A1;0.62 \A1;3.54 \A1;0.25 \A1;0.40 \A1;1.55 \A1;2.50 \A1;0.55 \A1;0.25 \A1;0.25 \A1;0.05 \A1;0.20 \A1;0.25 \A1;0.25 \A1;1.85 \A1;0.25 \A1;2.10 \A1;0.20 \A1;0.55 \A1;0.20 \A1;0.20 \A1;0.25 \A1;L/2 \A1;4.16 \A1;0.20 \A1;0.20 \A1;0.30 \A1;2.08 L/2 \A1;2.08 L/2 \A1;0.20 \A1;0.84 \A1;0.20 \A1;1.05 \A1;0.20 \A1;1.05 \A1;0.20 \A1;3.54 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.55 \A1;0.55 \A1;0.20 \A1;0.05 1 5 4 3 2 1 4 3 2 1 2 3 4 5 2 1 10 1/100 1/25 1/25 1/50 \A1;SOLERA S-8 SOLERA S-9 SOLERA S-9 2.08 L/2 2.08 L/2 SECCION 2 5 5 5 5 5 5 5 5 5 SECCION 1 5 5 5 5 5 5 5 5 5 5 ESCALA: 1/25 SECCION 1-1′ SECCION 2-2′ ESCALA: 1/25 5 5 ESCALA: 1/25 CORTE ARMADO DE COLUMNA MURO DE CONTENCION TIPO 10-A SECCION R-R’ ESCALA: 1/50 MURO DE CONTENCION TIPO 10-A 5 MURO DE CONTENCION TIPO 10-A PLANTA DE MURO 10-A ESCALA: 1/50 1 1 2 2 5 5 5 5 5 5 5 5 5 R R 5 5 ESCALA: 1/25 SOLERA S-8 5 5 ESCALA: 1/25 SOLERA S-9 ESQUEMA DE SECCIONES ESCALA: 1/100 2 No. 6 + EST. No. 3 @ 0.15 2 No.8 2 No.8 2 No.8 5 5 TUBERIA DE DRENAJE PVC d 2″ @ 0.50 NIV. SUPERIOR NIV. INFERIOR drenaje frances EST No.4 @ 0.15 Mezcla de concreto bastardo para canalizar el agua pluvial 4 No.5 + EST No.2 @ 0.20 4 No.4 + EST No.2 @ 0.20 2 No.8 2 No. 6 ESTRIBOS No. 3 @ 0.15 L/2 2 No.8 PINES No.4 @ 0.40 RELLENAR AGUJEROS CONTRAFUERTE proyeccion columna NIV. SUPERIOR NIV. INFERIOR 2 No.8 + EST. No. 3 @ 0.15 ARMADO COLUMNA ARMADO COLUMNA ARMADO COLUMNA ARMADO COLUMNA TUBERIA DE DRENAJE PVC d 2″ @ 0.50 9 No. 3 ARRIBA 9 No. 3 ABAJO 5 ESTRIBOS No. 3 @ 0.15 2 No. 6 2 No.8 NIV. SUPERIOR MURO DE CONTENCION TIPO 10-B CORTE ARMADO DE COLUMNA 5 5 1/25 ARMADO COLUMNA ARMADO COLUMNA 5 2 No.8 2 No.8 2 No. 6 + EST. No. 3 @ 0.15 5 SECCION 1-1′ ESCALA: 1/25 L/2 NIV. INFERIOR 5 5 5 5 5 5 1/25 5 SECCIONES ESQUEMA DE 4 No.4 + EST No.2 @ 0.20 ESCALA: 1/25 MURO DE CONTENCION TIPO 10-B ESCALA: 1/50 ARMADO COLUMNA ARMADO COLUMNA 2 No.8 + EST. No. 3 @ 0.15 4 No.5 + EST No.2 @ 0.20 5 2 No.8 SOLERA S-9 5 5 SOLERA S-8 ESCALA: 1/25 5 5 5 ESCALA: 1/25 SECCION 2-2′ NIV. SUPERIOR 9 No. 3 ABAJO 9 No. 3 ARRIBA EST No.5 @ 0.18 5 5 SECCION S-S’ ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 SOLERA S-9 SOLERA S-9 \A1;SOLERA S-8 1 2 5 4 3 2 1 2 3 4 1 2 3 4 5 1 proyeccion columna Mezcla de concreto bastardo para canalizar el agua pluvial drenaje frances TUBERIA DE DRENAJE PVC d 2″ @ 0.50 ESCALA: 1/100 1/100 5 5 SECCION 1 SECCION 2 2.08 L/2 2.08 L/2 10 5 5 5 5 5 5 PLANTA DE MURO 10-B MURO DE CONTENCION TIPO 10-B 1/50 S S ESCALA: 1/50 5 5 2 No.8 DIENTE 4 No. 3 + ESTRIBOS No. 3 @ 0.15 5 5 TUBERIA DE DRENAJE PVC d 2″ @ 0.50 RELLENAR AGUJEROS RESTANTES PINES No.4 @ 0.40 CONTRAFUERTE 5 5 5 5 F A S E HOJA \C5;Arquitectura, Desarrollos & Construccion\Fromans.shx|c0;\H0.7425x; \fComic Sans MS|b0|i0|c0|p66;\C6;Arkdeco CALCULO: ROLY SALVATIERRA FERNANDO ARRIOLA DIBUJO: DISEÑO: FERNANDO ARRIOLA Vo. Bo. ARKDECO MURO TIPO 10-A CONTENIDO: PROYECTO: INDICADA FECHA: ESCALA: OCT. 2002 A E I 19 10 A 29 MURO DE CONTENCION DE BLOCK REFORZADO