Strengthening Structures Tank DWG Section for AutoCAD

PLANT AND STRUCTURAL REINFORCEMENT SECTION

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

Hbc reactor, Settler, Grease trap, Decanter dortmund, Adsorption well is missing exact field location, camera, A.m. Domest., entry, Wet, your B. Pvc, pumping system, Pressure filter, Cistern of reception of, Efleuntes reactor hbc, tank, Electric pump, blower, Isonorized camera, Ultrafiltration pump, higher, lower, lower, higher, Solid, Inf., Sup, Inf., higher, lower, higher, Cap reinforcement. Solid, Vehicular, scale, A.c.i., scale, scale, Npt, Minimum water, Maximum water, scale, scale, Is shown from the wall, Is shown from the wall, Npt, Npt, sidewalk, sidewalk, Location, D.E.P., S.h., Npt, Cis a.c.i., Spare parts, Grease lub., Fleet washing, February, Tank reinforcement, Nibs, Your own color, Format

Raw text data extracted from CAD file:

\A1;.25 \A1;3.00 \A1;.25 \A1;12.00 \A1;.25 \A1;3.25 \A1;.25 \A1;.25 \A1;1.70 \A1;.25 \A1;3.00 \A1;.25 \A1;.30 \A1;.30 \A1;.60 \A1;ALTERNADO \A1;.60 \A1;ALTERNADO \A1;45° \A1;.25 \A1;3.00 \A1;.25 \A1;.30 \A1;.30 \A1;2.15 \A1;.25 \A1;.50 \A1;.50 \A1;.60 \A1;.30 \A1;1.15 \A1;.10 \A1;2.70 \A1;.50 \A1;.30 \A1;.25 \A1;2.15 \A1;.30 \A1;.30 \A1;.50 \A1;.25 \A1;.15 \A1;.20 \A1;.25 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.80 \A1;.80 \A1;.55 \A1;.25 \A1;.50 \A1;.25 \A1;.25 \A1;1.20 \A1;.90 \A1;.25 \A1;3.00 REACTOR HBC SEDIMENTADOR TRAMPA DE ACEITES Y GRASAS DECANTADOR DORTMUND POZO DE ADSORCIÓN FALTA DEFINIR UBICACION EXACTA EN CAMPO CAMARA A.R. DOMEST. INGRESO 10 M3 HUMEDA Tub. PVC d 4″ Tub. PVC 4″ Tub. PVC d 3″ Tub. PVC d 4″ Tub. PVC d 3″ Tub. PVC d 3″ Tub. PVC d 3″ SISTEMA DE BOMBEO FILTRO A PRESIÓN CISTERNA DE RECEPCION DE EFLEUNTES REACTOR HBC V = 5 M3 CISTERNA ( V=10 m³) T-SOP ELECTROBOMBA 1 HP, 3Ø, 60 Hz SOPLADOR 5 HP, 3Ø, 60 Hz CAMARA ISONORIZADA BOMBA ULTRAFILTRADO 1 HP, 3Ø, 60 Hz T-PTAR T-BUF T-BAF 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;1d1/2″@25 SUPERIOR \A1;1d5/8″@22.5 INFERIOR <> \XALTERNADO <> \XALTERNADO \A1;1d1/2″@25 INFERIOR \A1;1d1/2″@25 SUPERIOR \A1;LOSA MACIZA e= 25cm \A1;VIGA VP-100 \A1;1d1/2″@25 INF. \A1;1d1/2″@25 SUP. \A1;1d1/2″@25 INF. \A1;1d1/2″@25 SUPERIOR \A1;1d5/8″@22.5 INFERIOR \A1;1d1/2″@25 INFERIOR \A1;1d1/2″@25 SUPERIOR \A1;II \A1;I – X2 – X1 REFUERZO TAPA. \H0.76818x;\lLOSA MACIZA 25cm \A1;ESCALA 1/40 S/C: VEHICULAR HS20 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d5/8″@22.5 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 C/S 5 \A1;d5/8″@25 5 5 5 5 5 5 5 5 5 \A1;d5/8″@25 – X1 5 5 5 5 5 5 5 5 5 ESCALA 1/40 X2 \A1;SECCION \A1;VOL. A.C.I. 40m³ 5 5 5 5 – X3 5 5 5 2d3/8″ d1/4″@20 5 5 \A1;d1/2″@25 \A1;d5/8″@22.5 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d5/8″@22.5 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 5 5 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 \A1;d1/2″@25 ESCALA 1/10 X3 \A1;SECCION \A1;NPT. \A1;DETALLE 1 \A1;DETALLE 1 5 5 2d5/8″ d1/2″@25 2d5/8″ 5 5 d3/8″@25 ESCALA 1/10 \A1;DETALLE 1 NPT 2d3/8″ \A1;NPT \A1;d5/8″@25 \A1;d5/8″@25 \A1;d1/2″ @25 \A1;d1/2″@25 \A1;NIVEL MINIMO AGUA \A1;d1/2″@25 \A1;NIVEL MAXIMO AGUA 3d3/4″ 2d3/4″ 5 5 ESCALA 1/10 X4 \A1;SECCION 5 ESCALA 1/20 \A1;VIGA VP-100 (25×50) 5 5 \A1;NO SE MUESTRA d DEL MURO \A1;2d3/4″ \A1;2d3/4″ \A1;d3/8″: 1@5, 8@10; R@20 \A1;NO SE MUESTRA d DEL MURO 5 – X4 \A1;1d3/4″ 5 A B C NPT +39.88 B C NPT +40.89 VEREDA 9 VEREDA 1 2 3 5 6 7 4 UBICACION \A1;S/ESCALA Dep. S.H. NPT +40.48 CISTERNA A.C.I. \A1;ALM. REPUESTOS \A1;ALM. GRASA Y LUB. \A1;OFICINA LAVADO DE FLOTA FEBRERO 2014 REFUERZO DE CISTERNA E-01 PLUMILLAS 1 .10 2 .20 3 .30 4 .35 5 .30 6 .40 7 .10 .10 250 al 254 SU PROPIO COLOR FORMATO A-1 8