Retaining Wall Design DWG Block for AutoCAD

Retaining Wall Design DWG Block for AutoCAD

Design of retaining wall reinforced masonry

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

perimeter wall of municipality, draft:, scale:, revised:, content:, owner, design:, drawing:, January, date:, professional, chalk., indicated, wall detail, scale:, wall of contension, pomez of, do not. m., do not. do not. its T. do not. m., holes with concrete, pvc m. for drainage, existing, do not. do not. its T. do not. m., do not. do not. its T. do not. m., do not. m., pvc for drainage, pvc m. for drainage, wall corner detail, scale:, detail of contension wall, niv, butt section, scale:, schedule of, section, niv higher, niv lower, pvc drainage pipe, French drain, block of, mix of bastard concrete to channel rain water, section, scale:, niv, buttress, scale:, cut, tooth no. stirrups no., niv lower, niv higher, do not. down, do not. above, its T, stirrups no., do not., elevation, scale:, projection of natural terrain, buttress, do not. its T. do not., section, scale:, buttress, do not., section, scale:, buttress, its T. do not., its T, sill, scale:, its T, sill, scale:, contension wall plant, scale:, buttress, pvc for drainage, pin block no., buttress, column no. its T. do not. m., pin block no., its T, column, scale:, its T, column, scale:, ground level, variable, street level, block pomez de, foundation est est. m., section, scale:, perimeter wall detail, block pomez de, not moisture. esl. m., do not. esl. do not. m., not moisture. esl. m., do not. esl. do not. m., perimeter wall foundation plant, scale:, existing building, wall of contension, perimeter wall, perimeter wall, wall of contension

Raw text data extracted from CAD file:

MURO PERIMETRAL DE MUNICIPALIDAD PROYECTO: ESCALA: REVISO: CONTENIDO: PROPIETARIO DISEÑO: DIBUJO: ENERO 2011 FECHA: PROFESIONAL G.I.S. 14 INDICADA DETALLE DE MURO ESCALA: 1/25 MURO DE CONTENSION \A1;BLOCK POMEZ DE 0.19 X 0.19 X 0.39 0.2500003150002144 1.799999999999933 0.2500003150002144 1.799999999999933 0.2500003150002144 2.050000315000148 2.050000315000148 0.4000003149998604 5 \A1;PIN No. 4 @ 0.40 M. \A1;CONTRAFUERTE 4 No. 4 + 6 No. 3 + EST. No. 2 @ 0.15 M. \A1;RELLENAR AGUJEROS CON CONCRETO \A1;TUBERIA PVC Ø 2" @ 0.80 M. PARA DRENAJE 0.5950003149998537 0.2500003150002073 1.79999999999994 0.2500003150002073 2.050000315000148 0.6000003149998349 0.6000003150001988 1.200000630000034 \A1;MURO COLINDANTE EXISTENTE \A1;CONTRAFUERTE 4 No. 4 + 6 No. 3 + EST. No. 2 @ 0.15 M. \A1;CONTRAFUERTE 4 No. 4 + 6 No. 3 + EST. No. 2 @ 0.15 M. 0.6000003149998492 \A1;CONTRAFUERTE 4 No. 4 + 6 No. 3 + EST. No. 2 @ 0.15 M. \A1;PIN No. 4 @ 0.40 M. \A1;TUBERIA PVC Ø 4" PARA DRENAJE \A1;TUBERIA PVC Ø 2" @ 0.80 M. PARA DRENAJE DETALLE DE ESQUINA DE MURO ESCALA: 1/25 DETALLE DE MURO DE CONTENSION 0.250000315000193 NIV. +0.00 SECCION DE CONTRAFUERTE ESCALA: 1/50 4.59999999999966 2.29999999999983 2.29999999999983 5 5 ESQUEMA DE 5 0.6199999999999566 0.6499999999999062 5 1.549600000000055 SECCION 1 SECCION 2 5 0.6000003150001021 2.499599999999916 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;4.00 \A1;2.40 \A1;0.40 \A1;0.65 \A1;0.30 \A1;1.55 \A1;0.30 \A1;0.60 \A1;0.90 \A1;0.20 \A1;6.40 1 2 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 NIV. SUPERIOR NIV. INFERIOR 2.683094453298048 1 2 3 4 5 1 2 3 4 5 6 6 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 \A1;SOLERA S-1 \A1;SOLERA S-1 \A1;SOLERA S-1 \A1;SOLERA S-1 \A1;SOLERA S-2 \A1;SOLERA S-2 TUBERIA DE DRENAJE PVC d 2" @ 0.50 DRENAJE FRANCES BLOCK DE 0.19 X 0.19 X 0.39 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 2.683094453298048 MEZCLA DE CONCRETO BASTARDO PARA CANALIZAR EL AGUA PLUVIAL 2.683094453298048 2.683094453298048 SECCION A-A' ESCALA: 1/50 NIV. +0.00 \A1;0.30 \A1;0.62 \A1;0.30 \A1;1.55 \A1;0.30 \A1;0.65 \A1;0.40 \A1;0.30 \A1;3.98 \A1;0.62 \A1;2.30 (L/2) \A1;5.30 0.4946302918001422 0.4946302918001422 0.4946302918001422 0.4946302918001422 0.4946302918001422 ARMADO DE CONTRAFUERTE ESCALA: 1/25 CORTE 0.4946302918001422 DIENTE 4 No. 3 + ESTRIBOS No. 3 @ 0.15 0.4946302918001422 0.4946302918001422 0.4946302918001422 0.4946302918001422 NIV. INFERIOR NIV. SUPERIOR 2 No.8 9 No. 3 ABAJO 9 No. 3 ARRIBA EST No.5 @ 0.18 ESTRIBOS No. 3 @ 0.15 2 No. 6 2 No.8 0.4946302918001422 0.4946302918001422 \A1;2.30 \A1;2.30 \A1;0.65 \A1;4.60 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.62 \A1;0.30 \A1;1.55 \A1;0.30 \A1;0.60 \A1;2.50 1 2 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 6 6 2.799999999999892 1.19999999999985 1.200000000000203 1.199999999999999 6.849997794998906 4.100001575000746 6.149999999999991 6.400000630000292 23.49999999999999 ELEVACION E-1 ESCALA: 1/100 PROYECCION DE TERRENO NATURAL 2.400000000000202 CONTRAFUERTE 3.999999999999742 2.400000000000258 6.399999999999999 5.2 3.999999999999797 \A1;0.60 \A1;0.25 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.20 25.39664516571958 2 No.8 2 No. 8 + EST. No. 3 @ 0.15 25.39664516571958 SECCION 1-1' ESCALA: 1/25 ARMADO DE CONTRAFUERTE 2 No. 6 25.39664516571958 2 No.8 25.39664516571958 SECCION 2-2' ESCALA: 1/25 ARMADO DE CONTRAFUERTE 2 No.8 + EST. No. 3 @ 0.15 4 No.5 + EST No.2 @ 0.20 25.39664516571958 25.39664516571958 SOLERA S-1 ESCALA: 1/25 4 No.5 + EST No.2 @ 0.20 25.39664516571958 25.39664516571958 SOLERA S-2 ESCALA: 1/25 PLANTA DE MURO DE CONTENSION ESCALA: 1/50 5 1.79999999999994 5 1.79999999999994 5 5 5 1.799999999999933 5 1.999999999999936 5 1.999999999999936 5 2.249996219998089 5 1.450000945000241 5 CONTRAFUERTE CONTRAFUERTE \A1;TUBERIA PVC Ø 4" PARA DRENAJE BLOCK DE 0.19 X 0.19 X 0.39 + PIN No. 4 CONTRAFUERTE COLUMNA 4 No. 4 + EST. No. 2 @ 0.20 M. BLOCK DE 0.19 X 0.19 X 0.39 + PIN No. 4 \A1;0.25 \A1;1.80 \A1;0.25 \A1;1.80 \A1;0.25 \A1;2.05 \A1;2.05 \A1;0.40 \A1;0.20 \A1;0.60 \A1;23.50 \A1;18.00 \A1;23.50 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.00 \A1;0.15 \A1;1.70 \A1;0.15 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.05 \A1;0.15 \A1;1.00 \A1;0.15 \A1;2.35 \A1;0.15 \A1;2.00 \A1;0.15 \A1;2.35 \A1;0.15 \A1;5.00 \A1;0.20 \A1;18.00 \A1;0.15 \A1;0.15 4 No.4 + EST No.2 @ 0.20 -13.98783505220866 -13.98783505220866 COLUMNA C-1 ESCALA: 1/20 \A1;0.20 \A1;0.20 4 No.4 + EST No.2 @ 0.20 -44.12610388607675 -44.12610388607675 COLUMNA C-3 ESCALA: 1/20 \A1;23.50 \A1;0.25 \A1;1.80 \A1;0.25 \A1;1.80 \A1;0.25 \A1;10.00 \A1;0.25 \A1;1.80 \A1;0.25 \A1;2.00 \A1;0.20 \A1;2.00 \A1;0.20 \A1;2.25 \A1;0.20 \A1;1.45 \A1;1.20 \A1;0.25 \A1;1.80 \A1;0.25 \A1;2.05 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.25 \A1;6.40 \A1;2.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;6.85 \A1;4.10 \A1;6.15 \A1;6.40 \A1;23.50 \A1;2.40 \A1;4.00 \A1;2.40 \A1;5.20 \A1;4.00 NIVEL DE TERRENO 5 5 VARIABLE 5 5 5 5 NIVEL DE CALLE BLOCK POMEZ DE 0.14 x 0.19 x 0.39 5 5 CIMIENTO CORRIDO CC-1 3\fArial|b0|i0|c238|p34; \fArial|b0|i0|c186|p34;\U+00D8\fArial|b0|i0|c238|p34; 1/2'' + EST. \U+00D8 1/4'' @ 0.20 M. SECCION B-B' ESCALA: 1/25 DETALLE DE MURO PERIMETRAL 5 5 BLOCK POMEZ DE 0.14 x 0.19 x 0.39 \A1;SOLERA DE HUMEDAD 4 No. 4 + ESL. \fArial|b0|i0|c0|p34;No. 2 \fArial|b0|i0|c186|p34;\H1x;@ 0.15 M. \A1;SOLERA 4 No. 4 + ESL. No. 2 @ 0.15 M. \A1;SOLERA DE HUMEDAD 4 No. 4 + ESL. \fArial|b0|i0|c0|p34;No. 2 \fArial|b0|i0|c186|p34;\H1x;@ 0.15 M. \A1;SOLERA 4 No. 4 + ESL. No. 2 @ 0.15 M. 3 2 1 2 1 3 2 1 4 5 6 3 2 1 4 5 6 \A1;0.20 \A1;VARIABLE \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.20 \A1;0.80 \A1;2.80 \A1;0.60 \A1;0.40 \A1;0.20 PLANTA DE CIMIENTOS DE MURO PERIMETRAL ESCALA: 1/100 CONSTRUCCION EXISTENTE 23.49999999999999 17.99999999999999 MURO DE CONTENSION E-1 MURO PERIMETRAL 23.50000000000001 C-1 5 1.999999684999786 5 1.999999684999786 5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 1.999999684999786 5 1.999999684999786 5 1.999999684999786 5 1.999999684999786 5 1.999999684999786 5 1.999999684999786 5 1.999999684999786 5 1.999999684999786 5 1.699999684999781 5 5 1.999999684999807 5 2.049999369999568 5 1.0 5 2.349999054999728 5 1.999999684999779 5 2.349999684999801 5 5.000000314999866 5 18.0 C-1 C-1 C-1 C-1 C-1 C-1 MURO PERIMETRAL MURO PERIMETRAL Y MURO DE CONTENSION A' A CC-1 CC-1 CC-1 B' B

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, Design, DWG, FOUNDATION, foundations, fundament, masonry, reinforced, retaining, retaining wall, wall