Retaining Walls DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

seintec sac print scale:, npt, npt, s.a.c., services of, einte, plotting, ing responsible:, ing. July Rivera beans, firm, seal, cip, seintec sac print scale:, color, thickness, Red, yellow, green, cyan, blue, magenta, White, rest, feathers, the designs shown in, the project can not, be copied partial, totally without authorization, express from seintec sac., total modification, releases, seintec sac of all, responsibility for the, integral Project, part of this plane without, alternative, scale:, sole, alternative, scale:, sole, projected tank, small text, large text, floor slabs lightened floor slabs, typeii, typeiv, metal plates, concrete details, grout, kind, type ii, type, typeiii, tipov, natural terrain, npt, meters, Wall, scale, tank plant, scale, medium text, small text, large text, meters, ntn, medium text, small text, large text, meters, ntn, alternative, scale:, sole, medium text, small text, large text, floor slabs lightened floor slabs, typeii, typeiv, metal plates, concrete details, grout, kind, type ii, type, typeiii, tipov, natural terrain, scale, meters, medium text, small text, large text, floor slabs lightened floor slabs, typeii, typeiv, type, typeiii, tipov, scale, coronation level, From the wall, coronation level, From the wall, n. rock, section, scale:, section, scale:, ring detail, scale:, detail, scale:, detail, scale:, detail, scale:, detail, scale:, detail, scale:, detail, scale:, affair:, revisions:, do not., draft:, consulting firm:, date:, oct., scale:, indicated, flat:, structures, number:, design, July Rivera Feijoo, owner:, Location:, not of project:, collaborators, drawing area:, julio villegas ruiz, edson siña alvarado, tank, refinery conchan, talara pura, plant detail tank

Raw text data extracted from CAD file:

SEINTEC SAC \ FORMATO A-0 \ ESCALA DE IMPRESION: 1/1 25/02/2014 \A1;90.00 \A1;10.0000 \A1;10.0000 \A1;10.0000 \A1;12.0021 \A1;28.6500 \A1;28.6500 \A1;19.0364 \A1;26.8312 \A1;28.65 A A – E-XX NPT 0.00 NPT±0.00 NPT=0.00 X NPT 0.00 – E-XX NPT±0.00 NPT=0.00 A A A X \A1;1.86 \A1;1.86 \A1;2.20 \A1;3.40 \A1;2.20 \A1;.25 \A1;.30 \A1;.25 \A1;.30 \A1;.05 \A1;.70 \A1;MURO MT-1 \A1;MURO MT-2 \A1;MURO MT-1 \A1;.80 – E-XX X – E-XX X \A1;.77 \A1;.77 \A1;3.40 \A1;.05 \A1;.30 \A1;1.00 \A1;1.20 \A1;.40 \A1;2.60 \A1;1.70 \A1;.10 \A1;.30 NPT±0.00 NPT±0.00 \A1;2.20 \A1;.05 \A1;.25 \A1;1.03 \A1;.37 \A1;.40 \A1;1.80 \A1;2.20 \A1;.25 \A1;.05 \A1;.30 \A1;.30 y Construcción S.A.C. S C Servicios de Ingeniería,Tecnología EINTE A A 10 9 9 8 8 B B C D D E E F F G G 10 9 9 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 A B C C D D A1 = 841 x 594mm Ploteo = 1/1 7 7 6 6 5 5 4 4 3 3 E E F F G 2 2 1 H H ING RESPONSABLE: Ing. Julio Rivera Feijóo Firma Sello CIP 11004 SEINTEC SAC \ FORMATO A1 \ ESCALA DE IMPRESION: 1/1 25/02/2014 Color Espesor 0.20 ROJO AMARILLO 0.18 0.35 VERDE CYAN 0.18 0.50 AZUL MAGENTA 0.60 0.25 BLANCO 30 0.60 122 0.05 0.10 RESTO PLUMAS A1 0.20 42 LOS DISEÑOS MOSTRADOS EN EL PROYECTO NO PODRÁN SER COPIADOS PARCIAL O TOTALMENTE SIN AUTORIZACIÓN EXPRESA DE SEINTEC SAC. LA MODIFICACIÓN TOTAL O AUTORIZACIÓN, LIBERA A SEINTEC SAC DE TODA RESPONSABILIDAD SOBRE EL PROYECTO INTEGRAL PARCIAL DE ESTE PLANO SIN NPT±0.00 X A A A X \A1;2.65 \A1;2.65 A \A1;.25 \A1;.05 \A1;2.20 \A1;.40 \A1;.37 \A1;1.03 \A1;1.80 \A1;.70 \A1;2.40 \A1;.40 \A1;2.40 \A1;.40 \A1;h=Variable \A1;1.42 \A1;1.42 \A1;.80 \A1;2.40 \A1;.10 \A1;h=0.20min. NPT±0.00 NPT±0.00 X X X X \A1;.40 \A1;.40 \A1;.80 X \A1;2.40 \A1;.40 \A1;2.40 \A1;.40 \A1;2.40 \A1;.40 \A1;2.40 \A1;.40 \A1;1.26 \A1;2.27 \A1;2.40 \A1;.40 \A1;2.40 \A1;.40 \A1;.13 \A1;.14 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.14 \A1;.13 \A1;1.26 \A1;.04 5 5 5 5 5 5 5 5 ALTERNATIVA MT-1 ESCALA: 1/25 d3/8″@0.25 d5/8″@0.20 d3/8″@0.175 c/Cara d5/8″@0.20 d3/4″@0.10 Solado 6d1/2″ d1/2″@0.20 5 5 5 5 5 5 5 5 5 5 ALTERNATIVA MT-2 ESCALA: 1/25 Solado 5d1/2″ 5 5 90.0 39.20 39.30 39.60 E=290650 E=290650 E=290700 E=290700 E=290750 E=290750 N=8645350 N=8645350 N=8645400 N=8645400 N=8645450 N=8645450 T-56 T-60 5 5 T-76 5 5 5 5 5 5 TANQUE PROYECTADO 5 T-76 A 1/100 TEXTO PEQUEÑO 5 5 TEXTO GRANDE Losas Aligeradas y Losas de Piso TipoII TipoIV Planchas Metalicas Concreto Detalles Grout Tipo I Tipo II TipoI TipoIII TipoV Terreno Natural X [1/100] [1/100] – E-XX NPT 0.00 1/100 NPT±0.00 1/100 Metros Metros [1/100] [1/100] [1/100] [1/100] A A [1/100] [1/100] 0.00m 5.00m 10.00m 15.00m 20.00m 25.00m 30.00m 35.00m 40.00m 45.00m 50.00m 55.00m 60.00m 65.00m 70.00m 75.00m 80.00m 85.00m 90.632m 5 5 5 5 5 5 MURO MT-1 MURO MT-2 MURO MT-1 ESCALA 1/100 PLANTA DE TANQUE T-76 5 ESCALA 1/125 E L E V A C I O N D E M U R O D E T A N Q U E T – 7 6 1/25 5 5 X [1/25] [1/25] – E-XX TEXTO MEDIANO TEXTO PEQUEÑO TEXTO GRANDE Metros Metros [1/25] [1/25] [1/25] [1/25] [1/25] NTN±0.00 NPT±0.00 5 5 5 5 5 NTN +0.30 1/125 TEXTO MEDIANO TEXTO PEQUEÑO 5 5 TEXTO GRANDE X [1/125] [1/125] NPT±0.00 Metros Metros [1/125] [1/125] [1/125] A A A A NTN +0.30 NTN±0.00 5 5 5 5 5 5 5 ALTERNATIVA MT-2 ESCALA: 1/25 Solado 5d1/2″ 5 5 0.3999999999998636 5 0.3999999999998636 h=Variable TEXTO MEDIANO TEXTO PEQUEÑO 5 5 TEXTO GRANDE Losas Aligeradas y Losas de Piso TipoII TipoIV Planchas Metalicas Concreto Detalles Grout Tipo I Tipo II TipoI TipoIII TipoV Terreno Natural ESCALA 1/75 [1/75] [1/75] Metros Metros [1/75] [1/75] 5 TEXTO MEDIANO TEXTO PEQUEÑO TEXTO GRANDE Losas Aligeradas y Losas de Piso TipoII TipoIV TipoI TipoIII TipoV ESCALA 1/75 [1/75] 5 5 h=0.20min. NIVEL DE CORONACION DEL MURO (NCM) NIVEL DE CORONACION DEL MURO (NCM) N. DE ROCA (VARIABLE) A B B SECCION B-B ESCALA: 1/75 SECCION A-A ESCALA: 1/75 DETALLE DE ANILLO ESCALA: 1/25 5 5 5 A 5 0.3999999999998636 5 0.3999999999998636 DETALLE 01 ESCALA: 1/25 DETALLE 02 ESCALA: 1/25 5 0.3999999999998636 DETALLE 01-E-1 ESCALA: 1/25 DETALLE 02-E-2,E-3 ESCALA: 1/25 5 0.3999999999998636 5 5 5 0.3999999999998636 DETALLE 01-E-1 ESCALA: 1/25 DETALLE 02-E-2 ESCALA: 1/25 5 0.3999999999998636 0.1329999999999814 0.1379999999999768 0.1329999999999814 0.1329999999999814 0.1329999999999814 0.1329999999999814 0.1329999999999814 0.1339694131153806 0.1359724072497102 0.1329999999999814 5 5 Asunto: Revisiones: No. Proyecto: Empresa Consultora: Fecha: OCT. 2013 Escala: INDICADA Plano: ESTRUCTURAS Número: Diseño E-03 \W2.28999; \Q19.00000;\T0.95000; JULIO RIVERA FEIJOO Propietario: Ubicación: No de Proyecto: Colaboradores Area de Dibujo: JULIO VILLEGAS RUIZ EDSON SIÑA ALVARADO TANQUE T-76 REFINERIA CONCHAN TALARA – PIURA 12311013A PLANTA Y DETALLES TANQUE 76