Containment Wall DWG Block for AutoCAD

Containment Wall DWG Block for AutoCAD

Planification containment wall

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

electrical installation, plant pluvial water installation esc:, location plane, map of location esc:, details esc staircase:, architectural plant esc:, facade esc:, architectural plant, elevation, retaining wall section, ultra, plus, wall of the village center the eden, university of san carlos de guatemala, faculty of architecture, content:, project:, scale:, date:, advisor:, indicated, group no., sheet no., arq. they die, code, sheet no., project, address:, supervised professional exercise, arq. rafael moran masalla asesor, ronaldo efrain mazariegos coordinator municipal planning management, erick rodolfo escobar macario card: epsda irg, The Palestinian village of Quetzaltenango, design, erick escobar, drawing, calculate, erick escobar, location plane, map of location esc:, north, detail of retaining wall, detail of retaining wall, retaining wall, plant, shoe, block of, running foundation, esc:, column of retaining wall, est., esc:, block full of, column of retaining wall, est., esc:, shoe detail, in retaining wall, detail of retaining wall, cut, see detail of retaining wall, retaining wall shoe, esc:, running foundation, est., tube of p.v.c., moisture slab, est., tube of p.v.c., see detail, of retaining wall, pin mts, tube of p.v.c., esl., bending reinforcement., block of concrete., detail of retaining wall, cut, see detail of retaining wall, retaining wall shoe, esc:, running foundation, est., tube of p.v.c., moisture slab, est., tube of p.v.c., see detail, of retaining wall, pin mts, tube of p.v.c., esl., bending reinforcement., block of concrete., detail of retaining wall, cut, retaining wall shoe, esc:, running foundation, est., tube of p.v.c., moisture slab, est., tube of p.v.c., see detail, of retaining wall, pin mts, tube of p.v.c., esl., bending reinforcement., block of concrete., nail, no, nail, no, furnished floor esc:, elevation pincipal esc:, cut contition wall esc:, wall details esc:, detail ciemntacion esc:, location plane, location plan without scale, Caserio Marroquin village good view, towards the Palestinian center of the highlands, location map, location plan without scale, towards the Palestinian center of the highlands, improvement project rural country road the Moroccan, Palestine village of the highs, project wall of contention village the eden

Raw text data extracted from CAD file:

INSTALACION ELECTRICA PLANTA INSTALACION AGUAS PLUVIALES ESC: 1/50 1 8 PLANO DE UBICACION PLANO DE LOCALIZACION ESC: 1/50 1 8 7 8 7 8 DETALLES ESCALERA ESC: 1/50 PLANTA ARQUITECTONICA ESC: 1/100 FACHADA ESC: 1/100 PLANTA ARQUITECTONICA ELEVACION SECCION MURO DE CONTENCION 1 4 1 4 2 4 2 4 4 4 4 4 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.10 \A1;2.80 \A1;0.20 \A1;0.80 \A1;0.20 \A1;3.00 \A1;2.80 \A1;3.00 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.80 \A1;0.10 \A1;0.05 \A1;0.60 \A1;0.84 \A1;0.31 \A1;0.20 \A1;0.80 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.79 \A1;0.20 \A1;0.20 \A1;1.06 \A1;0.075 \A1;0.075 \A1;4.08 \A1;0.84 \A1;0.42 \A1;0.20 \A1;1.06 \A1;0.20 \A1;0.20 \A1;1.06 \A1;0.10 \A1;4.08 \A1;3.98 \A1;3.98 \A1;0.42 \A1;3.16 \A1;15.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.96 \A1;2.76 \A1;2.76 \A1;8.25 \A1;3.00 \A1;3.00 \A1;2.25 \A1;1.12 \A1;0.60 \A1;2.40 \A1;0.60 \A1;2.40 \A1;0.60 \A1;2.40 \A1;0.60 \A1;2.40 \A1;0.60 \A1;2.40 \A1;0.60 \A1;0.60 \A1;5.52 \A1;2.16 \A1;0.60 \A1;2.16 \A1;0.60 \A1;0.60 \A1;1.65 \A1;0.60 \A1;2.40 \A1;0.60 \A1;2.40 \A1;0.60 A T E C L E N S S I I M A E R T N C I ULTRA A E M D A C A O C S I PLUS R O A S B E E T A R O A L I N I P C O N S R C A A C U 3 MURO DE CONTENCION, CENTRO ALDEA EL EDEN UNIVERSIDAD DE SAN CARLOS DE GUATEMALA FACULTAD DE ARQUITECTURA CONTENIDO: PROYECTO: ESCALA: FECHA: ASESOR: INDICADA MARZO/2011 EPS-IRG 2011-1 GRUPO NO. A U E I HOJA No. ARQ. MORAN CODIGO HOJA No. PROYECTO B-2 DIRECCIÓN: EJERCICIO PROFESIONAL SUPERVISADO (F) ___________________________ (F) ___________________________________ ARQ. RAFAEL MORAN MASALLA ASESOR RONALDO EFRAIN MAZARIEGOS COORDINADOR DIRECCION MUNICIPAL DE PLANIFICACION (F) _____________________________________ ERICK RODOLFO ESCOBAR MACARIO \W5.93926; CARNÉ: 200518274 \W5.64286; EPSDA IRG 2011-I \W5.69048; ALDEA EL EDEN, PALESTINA DE LOS ALTOS, QUETZALTENANGO DISEÑO ERICK ESCOBAR DIBUJO CALCULO ERICK ESCOBAR ERICK ESCOBAR 1 8 PLANO DE UBICACION PLANO DE LOCALIZACION ESC: 1/50 1 8 \A1;0.84 \A1;0.20 \A1;0.80 \A1;0.40 \A1;0.10 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.20 \A1;1.06 \A1;0.10 \A1;0.075 \A1;0.075 NORTE 5 5 5 3.00 DETALLE X-X "B" DE MURO DE CONTENCION 2.80 3.00 DETALLE X-X "A" DE MURO DE CONTENCION MURO DE CONTENCION PLANTA PLANTA 5 5 5 ZAPATA DE 5 BLOCK DE 0.20 x 0.20 x 0.40 CIMIENTO CORRIDO ESC: 1/20 COLUMNA DE MURO DE CONTENCION 4 No.4 + EST. No.2 @ 0.15 5 5 5 ESC: 1/20 2.80 5 5 5 5 5 BLOCK LLENO DE 0.20 x 0.20 x 0.40 COLUMNA DE MURO DE CONTENCION 6 No.4 + EST. No.2 @ 0.15 5 5 5 ESC: 1/20 DETALLE DE ZAPATA EN MURO DE CONTENCION 8No.4 5No.4 5 5 5 5 5 0.20 5 5 DETALLE DE MURO DE CONTENCION 0.10 5 5 CORTE VER DETALLE X-X "A" DE MURO DE CONTENCION ZAPATA DE MURO DE CONTENCION ESC: 1/20 0.10 8 No.4 CIMIENTO CORRIDO 3No.3 + EST. No.2 @ 0.15 5 5 5 5 5 TUBO DE P.V.C. d 3" SOLERA DE HUMEDAD 4No.4 + EST. No.2 @ 0.15 TUBO DE P.V.C. d 3" 5 VER DETALLE X-X "B" DE MURO DE CONTENCION PIN No.3 @ 0.41 mts 0.075 0.075 TUBO DE P.V.C. d 3" 3No.4 + ESL. No.2 @ 0.30 REFUERZO DE FLEXION. BLOCK DE CONCRETO. DE 0.20*0.20*0.40 5 5 5 DETALLE DE MURO DE CONTENCION CORTE VER DETALLE X-X "A" DE MURO DE CONTENCION ZAPATA DE MURO DE CONTENCION ESC: 1/20 8 No.4 CIMIENTO CORRIDO 3No.3 + EST. No.2 @ 0.15 5 5 5 5 5 TUBO DE P.V.C. d 3" SOLERA DE HUMEDAD 4No.4 + EST. No.2 @ 0.15 TUBO DE P.V.C. d 3" 5 VER DETALLE X-X "B" DE MURO DE CONTENCION PIN No.3 @ 0.41 mts TUBO DE P.V.C. d 3" 3No.4 + ESL. No.2 @ 0.30 REFUERZO DE FLEXION. BLOCK DE CONCRETO. DE 0.20*0.20*0.40 5 5 5 5 5 ^JA ^JB ^JC ^JD ^JE ^JF ^JG ^J4 ^JH ^JI ^J3 ^J2 ^J1 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 5 5 ^JA ^JB ^JC ^JD ^JE ^JF ^J\H0.08x;G ^J\H0.08x;H ^J\H0.08x;1 5 0.20 5 5 DETALLE DE MURO DE CONTENCION 0.10 5 5 CORTE ZAPATA DE MURO DE CONTENCION ESC: 1/10 0.10 8 No.4 CIMIENTO CORRIDO 3No.3 + EST. No.2 @ 0.15 5 5 5 TUBO DE P.V.C. d 3" SOLERA DE HUMEDAD 4No.4 + EST. No.2 @ 0.15 TUBO DE P.V.C. d 3" 5 VER DETALLE X-X "B" DE MURO DE CONTENCION PIN No.3 @ 0.41 mts 0.075 0.075 TUBO DE P.V.C. d 3" 3No.4 + ESL. No.2 @ 0.30 REFUERZO DE FLEXION. BLOCK DE CONCRETO. DE 0.20*0.20*0.40 UÑA 2 No. 4 UÑA 2 No. 4 PLANTA AMUEBLADA ESC: 1/50 2 3 2 3 ELEVACION PINCIPAL ESC: 1/\fArial|b0|i0|c0|p34;5\fArial|b0|i0|c204|p34;0 3 3 3 3 CORTE MURO DE CONTENCION ESC: 1/\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c204|p34;0 DETALLES DE MURO ESC: 1/\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c204|p34;0 DETALLE CIEMNTACION ESC: 1/\fArial|b0|i0|c0|p34;1\fArial|b0|i0|c204|p34;0 PLANO DE UBICACION PLANO DE UBICACION sin escala CASERIO LOS MARROQUIN ALDEA BUENA VISTA 2 2 2 5 HACIA CENTRO DE PALESTINA DE LOS ALTOS PLANO DE LOCALIZACION PLANO DE LOCALIZACION sin escala 1 2 1 5 HACIA CENTRO DE PALESTINA DE LOS ALTOS PROYECTO MEJORAMIENTO CAMINO RURAL CASERIO LOS MARROQUIN ALDEA EL EDEN, PALESTINA DE LOS ALTOS PROYECTO MURO DE CONTENSION ALDEA EL EDEN

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, brick walls, constructive details, containment, containment wall, DWG, mur de briques, panel, parede de tijolos, partition wall, wall, ziegelmauer