Bed Of Dried DWG Plan for AutoCAD

Floor plan and sections of a component of primary treatment plant waste water; dried sludge bed.

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

Viewnumber, Sheetnumber, variable, Wall steel detail, Wall steel detail, Holding slab of concrete from, tube, Black iron iron welded square mm pipes., Square of mm., Iron plate, tube, gate valve, Black iron iron welded square mm pipes., Black iron sheet iron, Iron plate, Pvc tube, tee, Square of mm., Drying bed drying:, Elevation esc:, gate valve, Comes from tank imhoff tub. Pvc, elbow, Painted galvanized iron bridges with epoxy paint, Comes from tank imhoff tub. Pvc, Fine sand, Graduate record, see detail, gate valve, Fine sand, Graduate record, see detail, See steel detail on wall, Elevation esc:, your B. Pvc, Go to the meeting mailbox, your B. Pvc, Go to the meeting mailbox, Comes from tank imhoff tub. Pvc, See steel detail on wall, Of steel in wall steel in wall esc:, Detail of steel in the corners, Detail of steel in the corners, variable, Of prefabricated slab of prefabricated slab, Valve valve, Anchor tube anchor, Installation of potable water sewerage service in the locality of high district of province of san martin, District municipality of cuñumbuqui, Pip, flat:, Location:, Dist .: cuñumbuqui prov .: lamas dpto .: san martin, professional:, drawing:, or. G., date:, February, scale:, Indicated, sheet:, property:, Drying bed

Raw text data extracted from CAD file:

10.55 .15 3.42 3.42 3.41 .15 .15 5.10 .15 5.40 .40 .15 .35 .15 4.10 .15 .35 .15 .15 5.40 .15 3.42 3.42 3.41 .15 10.55 VIEWNUMBER SHEETNUMBER .30 .25 .13 .10 1.80 .13 .10 .25 .30 .90 .90 2.58 2.58 2.32 .10 .56 .10 2.32 5.40 .15 5.10 .15 5.40 .75 .30 .25 1.05 .12 .10 .15 3.42 3.42 3.41 .15 10.55 2.57 1.80 .30 .80 .15 .10 .50 .04 .56 .25 3.45 .23 .15 .40 .15 9.25 .15 .85 .15 11.10 1.00 1.20 1.20 1.00 .30 Variable .15 .15 .26 .15 .50 .30 .50 .04 .0875 .05 .05 .05 .05 .05 .0875 .50 .04 .10 .60 Ø1/2″ @ .20 DETALLE DE ACERO EN PARED 3 d 1/2″ @ .075 d 1/2″ @ .085 d 1/2″ @ .17 d 1/2″ @ .075 DETALLE DE ACERO EN PARED 2 d 1/2″ @ .085 COLUMNETA DE 0.10×0.10 SOSTENIENDO LOSA DE CONCRETO DE 0.50×0.50×0.04 TUBO d 8″ PLANCHA DE FIERRO NEGRO 3/16″x0.60×0.60 SOLDADOS A LOS TUBOS CUADRADOS DE 1 1/2″x1 1/2″x3 mm. CUADRADO DE 1 1/2″x1 1/2″x3 mm. PLATINA DE FIERRO DE 3/16″x2″ TUBO d 8″ VALVULA COMPUERTA d 8″ VALVULA COMPUERTA d 8″ PLANCHA DE FIERRO NEGRO 3/16″x0.60×0.60 SOLDADOS A LOS TUBOS CUADRADOS DE 1 1/2″x1 1/2″x3 mm. PLANCHA IZABLE DE FIERRO NEGRO PLATINA DE FIERRO DE 3/16″x2″ @ .60 TUBO PVC d 8″ TEE CUADRADO DE 1 1/2″x1 1/2″x3 mm. ESC.1/20 5 5 5 5 5 5 A B A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPLANTA LECHO DE SECADOLECHO DE SECADO ESC: 1/50 \LCORTE ELEVACIÓN B-BELEVACIÓN B-B ESC: 1/50 \W4.21366; VALVULA DE \W4.21366; COMPUERTA Ø 8″ \W2.31429; VIENE DE TANQUE \W2.31429; IMHOFF TUB. PVC Ø \W2.31429; 8″ CODO d 8″ x 90° 1111.03 PUENTES DE FIERRO GALVANIZADO d 1 1/2″ PINTADO CON PINTURA EPOXICA \W2.31429; VIENE DE TANQUE \W2.31429; IMHOFF TUB. PVC Ø \W2.31429; 8″ 1111.93 ARENA FINA GRAVA GRADUADA \W1.96270; VER DETALLE 2 \W2.10556; VER DETALLE 1 \W4.21366; VALVULA DE \W4.21366; COMPUERTA Ø 8″ ARENA FINA GRAVA GRADUADA 5 5 5 5 1100.00 5 VER DETALLE 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.69011; VER DETALLE DE \W1.69011; ACERO EN PARED 2 \LCORTE ELEVACIÓN A-AELEVACIÓN A-A ESC: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 \W0.92410; S=5.00 \W0.92410; % \W1.41182; TUB. PVC \W1.41182; Ø 8″ 5 \W2.43796; VA AL BUZÓN DE \W2.43796; REUNIÓN S= 3.00 ‰ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.41182; TUB. PVC \W1.41182; Ø 8″ \W2.43796; VA AL BUZÓN DE \W2.43796; REUNIÓN S= 3.00 ‰ \W2.31429; VIENE DE TANQUE \W2.31429; IMHOFF TUB. PVC Ø \W2.31429; 8″ \W1.46270; VER DETALLE DE \W1.46270; ACERO EN PARED 3 \LDETALLE DE ACERO EN PARED 3DE ACERO EN PARED 3 ESC: 1/50 \LDETALLE DE ACERO EN PARED 2DE ACERO EN PARED 2 ESC: 1/50 Ø1/2″ @ .17 Ø1/2″ @ .17 Ø1/2″ @ .17 Ø1/2″ @ .085 \W1.96188; DETALLE DE ACERO \W1.96188; EN LAS ESQUINAS Ø1/2″ @ .155 Ø1/2″ @ .075 5 5 \W1.96188; DETALLE DE ACERO \W1.96188; EN LAS ESQUINAS Ø1/2″ @ .155 Ø1/2″ @ .075 5 5 Ø1/2″ @ .155 Ø1/2″ @ .075 5 Variable 5 5 5 5 \LDETALLE 11 5 5 ESC.1/10 5 5 \LDETALLE DE LOSA PREFABRICADADE LOSA PREFABRICADA 5 5 5 5 5 5 5 ESC.1/10 5 5 5 \LDETALLE 22 ESC.1/10 \LDETALLE 33 ESC.1/10 5 \LDETALLE DE VALVULA Ø 8″DE VALVULA Ø 8″ ESC.1/10 \LDETALLE DE ANCLAJE DE TUBODE ANCLAJE DE TUBO 1111.93 1108.73 \W0.31372; INSTALACIÓN DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO EN \W0.31372; LA LOCALIDAD DE ALTO ANDINO, DISTRITO DE CUÑUMBUQUI, PROVINCIA \W0.31372; DE LAMAS- SAN MARTIN \W6.33966; MUNICIPALIDAD DISTRITAL DE CUÑUMBUQUI PIP: PLANO: UBICACIÓN: DIST.: CUÑUMBUQUI PROV.: LAMAS DPTO.: SAN MARTIN PROFESIONAL: DIBUJO: \W0.99778; O. G. R FECHA: \W0.43790; FEBRERO 2016 ESCALA: \W2.14801; INDICADA LAMINA: PROPIEDAD: \W0.78228; LS-01 \W3.70790; LECHO DE SECADO