Biological Reactor DWG Block for AutoCAD

Biological Reactor DWG Block for AutoCAD

Plane of biological reactor in base of concrete tank used in treatment plants of residual waters

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

Contratrabe, Upper aerial plant, Aerial bottom slab, low, supervision, building, managing Director, Calle aldama and. M. gentleman, cabbage. Vicente gro., Plant cuts, reactor, Location, date, do not. flat, I authorize, Approved, Title of the plane, technical director, revised:, drawing:, draft:, scale, localization map, principal, access, north, Var., channel, Esc., Cyclopean concrete chaff, See detail of cast gasket, Champaign, buttress, Concrete template, Cmd hole, See detail of cast gasket, buttress, flat, buttress, Concrete template, Notes:, This plane should be worked in conjunction with the plane, Should be authorized by c.a.a.a.m.a., The materials equipment used in this work, Dimensions in centimeters where indicated, Levels in meters referred to mean sea level, N.d. Level of profanity, N.a. Water mirror level, N.f. Background level, N.t.n. Level of natural terrain, nomenclature, N.c. Crown level, See in plan, buttress, See in plan, See in plan, Cyclopean concrete chaff, Concrete template, see, Plotting scale, Metal walker to digestor see plan, See detail no. In plane, N.f.c. Channel background level, See detail no. In plane, Metal walker to digestor see plan, do not., Cot: mm., Tubes d.n. Ced. Std. Drowned in concrete, Tubes d.n. Ced. Std. Drowned in concrete, Hollow, Hollow, Hollow, Reactor plant cuts, Equipment arrangement, Cuts details, description, Gral. Of the treatment system, Mca., by:, Vo.bo., date, Reference drawings, Drawing no.

Raw text data extracted from CAD file:

\A1;30 \A1;2200 \A1;1100 \A1;30 \A1;30 \A1;100 \A1;2260 \A1;12 \A1;470 \A1;100 \A1;270 \A1;100 \A1;30 \A1;VAR. \A1;VAR. \A1;30 \A1;205 \A1;205 \A1;90 \A1;550 \A1;550 \A1;370 \A1;10 ESP.@18=180 \A1;10 \A1;100 \A1;10 ESP.@18=180 \A1;15 \A1;100 \A1;10 \A1;470 \A1;9 ESP.@30=270 \A1;100 \A1;15 \A1;10 \A1;100 \A1;205 \A1;100 \A1;30 \A1;70 \A1;30 \A1;1100 \A1;30 \A1;70 \A1;1300 \A1;70 \A1;30 \A1;130 \A1;370 \A1;333 \A1;233 \A1;233 \A1;333 \A1;50 \A1;30 \A1;450 \A1;200 \A1;450 \A1;50 \A1;30 \A1;1260 \A1;500 \A1;100 \A1;1000 \A1;100 \A1;500 \A1;565 \A1;1100 \A1;565 \A1;205 \A1;205 \A1;90 \A1;30 \A1;130 \A1;370 \A1;600 \A1;530 \A1;100 \A1;30 \A1;1085 \A1;30 \A1;1085 \A1;30 \A1;2230 \A1;2260 \A1;100 \A1;30 \A1;550 \A1;550 \A1;30 \A1;1160 \A1;100 \A1;5 \A1;100 \A1;205 \A1;30 \A1;500 \A1;100 \A1;485 \A1;30 \A1;485 \A1;100 \A1;500 \A1;30 \A1;352.5 \A1;212.5 \A1;212.5 \A1;352.5 \A1;1130 \A1;140 \A1;165 \A1;165 \A1;1115 \A1;1115 \A1;565 \A1;1100 \A1;565 \A1;2260 \A1;2230 \A1;30 \A1;1100 \A1;30 \A1;337.5 \A1;425.0 \A1;337.5 \A1;337.5 \A1;425.0 \A1;337.5 \A1;1160 \A1;12 \A1;347 \A1;153 \A1;20 \A1;120 \A1;700 \A1;350 \A1;901 \A1;450 \A1;350 \A1;700 \A1;350 \A1;350 \A1;HUECO DE \U+2205380 \A1;295.50 \A1;605.50 \A1;30 \A1;20 \A1;27.5 \A1;30 \A1;15 \A1;20 5 B A B A 5 5 5 B B 5 5 5 CONTRATRABE CT-1 PLANTA SUPERIOR DE AEREADOR LOSA DE FONDO DE AEREADOR 5 C O R T E B - B 470 5 270 5 C C Baja Baja C O R T E C - C H N SUPERVISION CONSTRUCCION FEBRERO/2002 SET-2160-E2A 1 : 75 DIRECTOR GENERAL : CALLE ALDAMA Y AND. M. HIDALGO COL. VICENTE GRO. PLANTA Y CORTES (ESTRUCTURAL) REACTOR UBICACION : FECHA : No. PLANO : AUTORIZO : APROBO : TITULO DEL PLANO : DIRECTOR TECNICO : REVISO: DIBUJO: PROYECTO: ESCALA : CROQUIS DE LOCALIZACION PRINCIPAL ACCESO \A1;78.5° NORTE H N H N 40 45 45 40 40 45 CT-1 T-2 T-2 5 VAR. VAR. 5 CANAL T-1 T-1 5 5 5 5 5 370 10 ESP.@18=180 10 100 10 ESP.@18=180 5 100 10 470 9 ESP.@30=270 100 5 10 D D C O R T E D - D 100 205 100 30 F E F E ESC. 1:75 ESC. 1:75 ESC. 1:75 ESC. 1:75 ESC. 1:50 ESC. 1:50 N.C.+43.12 N.C.+42.90 N.C.+42.90 N.C.+43.12 CHAFLAN DE 50x50 CONCRETO CICLOPEO C O R T E A - A T-1 T-1 T-1 N.F.+37.90 N.+39.80 VER DETALLE DE JUNTA DE COLADO EN PLANO SET-2160-E2 B CHAFLAN DE 50X50 \A1;C-1 C-1 CONTRAFUERTE N.T.N.+39.20 CT-1 5 5 5 5 5 5 PLANTILLA DE CONCRETO f'c=100 kg/cm2 e=5cm 5 5 5 5 HUECO DE 38 cmd T-1 T-1 T-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.+39.80 5 5 5 5 5 5 VER DETALLE DE JUNTA DE COLADO EN PLANO SET-2160-E2 B N.F.+37.90 CONTRAFUERTE 5 5 N.T.N.+39.20 NEA+42.17 NFC+41.37 ND+37.60 5 C-1 (VER PLANO SET-2160-E2B) C-1 (VER PLANO SET-2160-E2B) CONTRAFUERTE PLANTILLA DE CONCRETO f'c=100 kg/cm2 e=5cm 5 5 5 5 5 5 5 5 NEA+42.17 NOTAS: 4.- ESTE PLANO DEBERA TRABAJARSE EN CONJUNTO CON EL PLANO SET-2160-E2 B, SET-2160-E2 C DEBERAN ESTAR AUTORIZADOS POR C.A.P.A.M.A. 3.- LOS MATERIALES Y EQUIPOS UTILIZADOS EN ESTA OBRA 2.- COTAS EN CENTIMETROS (EXCEPTO DONDE SE INDIQUE LO CONTRARIO) 1.- NIVELES EN METROS Y REFERIDOS AL NIVEL MEDIO DEL MAR N.D. NIVEL DE DESPLANTE N.E.A. NIVEL ESPEJO DE AGUA N.F. NIVEL DE FONDO N.T.N. NIVEL DE TERRENO NATURAL NOMENCLATURA : N.C. NIVEL DE CORONA 5 5 5 5 5 5 5 5 5 C-1 C-1 C L NFC+41.72 NC+42.90 NC+42.90 ND+37.60 NC+43.12 C-1 C-1 NC+43.12 NC+42.90 C L L C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VER DETALLE-2 EN PLANO SET-2160-E2B VER DETALLE-1 EN PLANO SET-2160-E2B CONTRAFUERTE CONTRAFUERTE 5 5 5 5 5 5 5 NF+37.90 5 5 5 NF+37.90 VER DETALLE-2 EN PLANO SET-2160-E2B C-1 C-1 C-1 C-1 C L C L VER DETALLE-1 EN PLANO SET-2160-E2B 5 <> 5 CHAFLAN DE 50x50 CONCRETO CICLOPEO 5 <> 5 5 T-3 T-3 NC+42.90 N+41.10 N.T.N.+39.20 T-3 T-3 T-3 ND+37.60 PLANTILLA DE CONCRETO f'c=100 kg/cm2 e=5cm N.F.+37.90 N+41.10 NC+42.90 N.T.N.+39.20 5 5 5 VER DETALLE-4 (PLANO SET-2160-E2B) NFC+41.37 1:75 ESCALA DE PLOTEO ANDADOR METALICO HACIA DIGESTOR VER PLANO SET-2160-M04 VER DETALLE No. 3 EN PLANO SET-2160-E2 B 5 NC+42.30 N.F.C. NIVEL DE FONDO DE CANAL VER DETALLE No. 3 EN PLANO SET-2160-E2 B ANDADOR METALICO HACIA DIGESTOR VER PLANO SET-2160-M04 NC+42.45 DETALLE-6 DETALLE-6 NFC+41.72 A A B B 5 T-1 D E T A L L E No. 6 S/ESC. COT: mm. TUBOS 1 1/4" D.N. CED. STD. AHOGADOS EN EL CONCRETO NC+43.12 TUBOS 1 1/4" D.N. CED. STD. AHOGADOS EN EL CONCRETO 5 E L E V A C I O N P L A N T A 5 5 L C 5 N.C.+43.12 HUECO DE <> 5 700 5 C L 5 5 L C 5 5 HUECO DE 15 x 20 5 27.5 5 5 HUECO DE 15 x 20 REACTOR BIOLOGICO, PLANTA Y CORTES (PLANO-BASICO). ARREGLO DE EQUIPOS (REACTOR AEROBIO). REACTOR, CORTES Y DETALLES (ESTRUCTURAL). REACTOR, CORTES Y DETALLES (ESTRUCTURAL). R E V I S I O N E S DESCRIPCION PLANTA GRAL. DEL SISTEMA DE TRATAMIENTO MCA. POR: Vo.Bo. FECHA DIBUJOS DE REFERENCIA DIBUJO No. T I T U L O 5

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, base, biological, block, concrete, DWG, kläranlage, plane, plants, reactor, residual, tank, treatment, treatment plant, waters