Elevated Tank DWG Detail for AutoCAD

Elevated tank in armed concrete – Details – Plant – Profile

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

Esc., Construction system of aqueduct evacuation of scraps indigenous community water black, I digitize:, Those indicated, flat:, scale:, date:, observations:, October of, Ernesto guevara ortiz tel. e-mail:, Contains:, architectural plant. Health unit. Shaft plant drains. Deck plant., design:, Vo. Bo:, Vo. Bo. Planning:, Juan carlos nieto arquitecto, draft:, Department of the cachet, Municipality of milan, Republic of Colombia, Blue glass, Concrete tile, Dark olive matte, Granite pebbles, Green vines, Old metal, Wood med. Ash, Wood teak, Sun, tank, Column in concrete of mts., Plant in concrete of, Ground level mts., Shoe in particular, Elevated tank view, Beam in concrete mts., Mts. both senses, Access steps for washing, Mts., Mts. both senses, Mts., Shoe cutting in concrete of, Water level mts., Wall in concrete of mts., Plate in concrete of mts., Beam of concrete in mts., Column in concrete of mts., Mts. both senses, Column in concrete of mts., Shoe in particular, Beam in concrete mts., Detail foundation tank, Alvaro villamizar c. Colombia…

Raw text data extracted from CAD file:

ESC. 1:50 M/PLIEGO CONSTRUCCIÓN SISTEMA DE ACUEDUCTO Y EVACUACIÓN DE ESCRETAS COMUNIDAD INDIGENA ” AGUA NEGRA ” DIGITALIZO: 01 DE 01 LAS INDICADAS PLANO: escala: fecha: OBSERVACIONES: OCTUBRE DE 2.002 ERNESTO GUEVARA ORTIZ \C1;Cel.: 315 3255506 Tel. 4340009 email: ego700@hotmail.com CONTIENE: – PLANTA ARQUITECTONICA. UNIDAD SANITARIA. – PLANTA DE EJES Y DESAGÚES. – PLANTA DE CUBIERTA. DISEÑO: Vo. Bo.: Vo. Bo. PLANEACION: JUAN CARLOS NIETO ARQUITECTO PROYECTO: DEPARTAMENTO DEL CAQUETA MUNICIPIO DE MILÁN REPÚBLICA DE COLOMBIA 0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 1 -1 -1 0 1,1,1 1 -1 -1 0 1,1,1 BLUE GLASS 0.4250,0.5050,1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.784314”)(11 “Kd” “0.784314”)(11 “Ks” “1”)(11 “roughness” “0.48”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “0.22”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DARK OLIVE MATTE 0.8657,1.0000,0.3731 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.262745”)(11 “Kd” “0.262745”)(11 “Ks” “0.262745”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRANITE PEBBLES -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “0”)(11 “Ks” “1”)(11 “roughness” “0.7”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GREEN VINES 0.9997,0.9997,0.9997 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.4”)(11 “Kd” “0.71”)(11 “Ks” “1”)(11 “roughness” “0.94”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 OLD METAL 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.63”)(11 “Kd” “0.7”)(11 “Ks” “0.968627”)(11 “roughness” “0.57”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 WOOD – MED. ASH 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.823529”)(11 “roughness” “0.87”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 WOOD – TEAK 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.784314”)(11 “roughness” “0.83”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 SOL 1 -1 -1 0 1,1,1 INT1 1 -1 -1 0 1,1,1 TANQUE 1 -1 -1 0 1,1,1 INT2 1 -1 -1 0 1,1,1 INT3 1 -1 -1 0 1,1,1 EXT1 1 -1 -1 0 1,1,1 EXT2 1 -1 -1 0 1,1,1 2,70 0,25 2,70 0,25 0,25 3,50 0,25 0,25 0,25 1,50 0,15 1,30 0,25 1,30 4,00 2,20 1,30 0,15 0,25 1.30 0,25 0,25 3,50 1.30 2,55 0,25 3,50 0,25 2,55 1.30 1.30 1,30 2,70 Columna en Concreto de 0.25 x 0.25 mts. 5 5 PLANTA ZAPATA EN CONCRETO DE 1.30 X 1.30————————- ESC.__________________________________________________1:50 Nivel de Terreno ± 0.00 mts. Zapata en concreto de 1.30 X 1.30 5 VISTA LATERAL—– TANQUE ELEVADO ESC._________________________1:50 5 5 5 5 5 Viga Riostra en concreto 0.25 x 0.25 mts. 5 5 5 Ø 5/8″ C/0.15 mts. Ambos sentidos Escalones de acceso para lavado Ø 5/8″ C/0.10 mts. Ø 5/8″ C/0.15 mts. Ambos sentidos Ø 3/8″ C/0.10 mts. CORTE ZAPATA EN CONCRETO DE 1.30 X 1.30————————- ESC.__________________________________________________1:50 Nivel de Agua + 11.00 mts. Pared en Concreto de 0.20 x 0.20 mts. Placa en Concreto de 0.20 x 0.20 mts. Viga aerea en Concreto de 0.25 x 0.25 mts. Columna en Concreto de 0.25 x 0.25 mts. 5 5 5 5 5 5 5 5 5 5 Ø 5/8″ C/0.15 mts. Ambos sentidos Columna en Concreto de 0.25 x 0.25 mts. 1.30 Zapata en concreto de 1.30 X 1.30 Viga Riostra en concreto 0.25 x 0.25 mts. DETALLE CIMENTACION TANQUE ELEVADO——– ESC._________________________________1:50 5 5 5 1.30 5 5 5 5 5 1.30 1.30 ALVARO VILLAMIZAR C. COLOMBIA…