Wall Of Contention 354m High DWG Block for AutoCAD

Wall Of Contention 354m High DWG Block for AutoCAD

Contention wall 3.54 m high

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

Niv., Niv., Solera, section, section, Scale:, section, Scale:, Scale:, Armed column cut, Type containment wall, section, Scale:, Retaining wall type, Type containment wall, Wall plant, Scale:, Scale:, Solera, Scale:, Solera, Scheme of, Sections, Scale:, No Est. No, Drainage pipe pvc, Niv. Superior, Niv. Lower, French drainage, Est, Bastard concrete mix to channel rainwater, Est, No, No stirrups, Pins, Fill holes, Buttress, Column projection, Niv. Superior, Niv. Lower, Est. No, Armed column, Drainage pipe pvc, No up, No Below, No stirrups, No, Niv. Superior, Retaining wall type, Armed column cut, Armed column, No Est. No, section, Scale:, Niv. Lower, Sections, Scheme of, Est, Scale:, Retaining wall type, Scale:, Armed column, Est. No, Est, Solera, Solera, Scale:, Scale:, section, Niv. Superior, No Below, No up, Est, section, Scale:, Solera, Column projection, Bastard concrete mix to channel rainwater, French drainage, Drainage pipe pvc, Scale:, section, Wall plant, Retaining wall type, Scale:, Tooth no. No stirrups, Drainage pipe pvc, Fill out remaining holes, Pins, Buttress, Sheet, Healthy developments, Calculate:, Roly salvatierra, Fernando arriola, Drawing:, Design:, Fernando arriola, You Good, Arkdeco, Wall type, Content:, Project:, Indicated, Date:, Scale:, Oct., Reinforced block containment 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

Language	N/A
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, construction details section, contention, cut construction details, DWG, high, wall