Facultative Lagoons – Residual Waters Treatment DWG Block for AutoCAD

Facultative Lagoons – Residual Waters Treatment DWG Block for AutoCAD

detalle de lagunas facultativas

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

variable, Tapas detail, Simple concrete, Reinforced concrete, legend, Esc., detail, scale, Graduated ruler every mm., Base with epoxy paint, To use anticorrosive enamel, Iron cm cm mm, black, Red, White background, Mm., Mm chinese eye, scale, Rule detail, cut, rule, Tee pvc, mortar, Pvc plug, Pvc dn, Cap tube, Elastic seal, Regulatory board detail, Platinum with base treatment of epoxy paint, detail of, scale, Overflow detail, cut, Pvc pipe dn, For measurement, Railing, cut, Guide detail, scale, Detail of coffin, Cm., Sole, Cm., Sole, Cm., Every metal structure will have hands, Epoxy paints use enamel, The plate will be placed through pvc guides, Once calibrated, an elastic seal will be placed throughout, Each calibration sealed again., Details of guide railing anchorage, The perimeter of which can be removed for, Pvc tubes will be of class, To see in plan, All materials in, Iron will be galvanized., Anticorrosive, Obs:, Cm., Sole, cut, Bridge channel, Cm., Sole, dilatation meeting, dilatation meeting, Retaining plate wall, Optional departure plant, Distances between joints with water stop, Anaerobic lagoon, cut, Sole, Cm., Elastic seal, Anaerobic lagoon, cut, detail, Overflow detail, cut, scale, Esc., Pvc dn, Distances between joints with water stop, Cap tube, detail of, scale, Steel long., Transverse steel, Longitudinal steel, Steel longitudinal floor duct, Steel only on retension plate, Steel duct detail, Railing tub faith, Sole, Reinforced concrete screen, Vertical steel, Floor tile, Fold steel slab every m., horizontal, vertical, Walls armed floors cm., Cured wet min. days., Joints in each splice of structures cm., The joints will be closed with water stop, Obs: all metal parts will have two anti-corrosion paint hands an epoxy paint., Together:, cured:, Techniques:, Use vibrating mixer, Use cementp portlan, Armed slabs cm., Use corrugated steel, Coatings:, steel:, Slum max., A.a. Max., concrete:, Finish with polished mortar, Provide for tub inserts. Pvc for limnigraph, For formation of falls: concrete cycle c: h t. Max. A.g, Transverse steel, In body of, Sole, dilatation meeting, see detail, Water stop, retention, Transverse steel, Longitudinal steel of, Sole, Water stop, cut, retention, Longitudinal steel, Steel type, Floor slab mesh, Water stop, Optional entrance plan, dilatation meeting, Sole, variable, Retaining plate wall, dilatation meeting, Sole, Cm., Sole, Cm., Sole, Cm., Water mirror level, see detail, cut, Bridge channel, retention, cut, variable, Plant income lag. maturation, Retaining plate wall, dilatation meeting, Retaining plate wall, dilatation meeting, dilatation meeting, cut, Sole, Cm., dilatation meeting, scale, cut, Steel long. floor, Steel long. edge, Steel long. edge, Sole, Cm., Detail steel interconnection duct

Raw text data extracted from CAD file:

\A1;2.40 \A1;6.20 \A1;2.40 \A1;.20 \A1;.20 \A1;.80 \A1;.20 \A1;1.00 \A1;.50 \A1;.10 \A1;.86 \A1;1.20 \A1;3.00 \A1;.40 \A1;.35 \A1;.85 \A1;.14 \A1;.20 \A1;1.20 \A1;.20 \A1;1.20 \A1;.90 \A1;.40 \A1;.40 \A1;.20 \A1;.30 \A1;.20 \A1;.20 \A1;0.15 \A1;.15 \A1;.40 \A1;.15 \A1;.70 \A1;.85 \A1;.20 \A1;5.250 \A1;5.250 \A1;5.250 \A1;5.250 \A1;5.250 \A1;5.250 \A1;.20 \A1;60 \A1;30 \A1;10 \A1;20 \A1;20 \A1;20 \A1;.08 \A1;5.250 \A1;5.250 \A1;5.250 \A1;5.250 \A1;5.250 \A1;5.250 \A1;0.250 \A1;0.20 \A1;0.50 \A1;0.80 \A1;0.30 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.55 \A1;0.55 \A1;4.00 \A1;5.15 \A1;1.36 \A1;0.85 \A1;2.80 \A1;.50 \A1;3.30 \A1;2.50 \A1;.30 \A1;0.55 \A1;0.65 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;0.15 \A1;.20 \A1;0.15 \A1;0.36 \A1;.20 \A1;.80 \A1;14.36 \A1;6.00 \A1;3.00 \A1;1.40 \A1;1.40 \A1;.20 \A1;.50 VARIABLE \A1;.20 \A1;.10 \A1;2.20 \A1;.20 \A1;1.10 \A1;.20 \A1;.20 \A1;1.60 \A1;.80 \A1;.20 \A1;.20 \A1;2.20 \A1;.50 \A1;.20 \A1;.80 \A1;.20 \A1;.50 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 M O Q U E G U A G O B I E R N O R E G I O N A L \A1;0.15 \A1;1.00 \A1;0.30 \A1;1.15 \A1;2.50 \A1;1.00 \A1;0.40 \A1;0.10 \A1;0.40 \A1;1.45 \A1;0.18 \A1;1.30 \A1;0.10 \A1;0.20 \A1;0.85 \A1;0.20 \A1;0.20 \A1;0.80 \A1;0.19 \A1;0.10 \A1;0.16 \A1;4.90 \A1;0.40 \A1;4.75 \A1;0.40 \A1;1.02 \A1;0.40 \A1;2.35 \A1;0.20 \A1;2.40 \A1;0.20 \A1;1.30 \A1;0.20 \A1;6.65 \A1;1.20 \A1;1.20 \A1;1.85 \A1;0.40 \A1;0.70 \A1;0.20 \A1;1.30 \A1;1.80 \A1;1.20 \A1;.15 \A1;.40 \A1;.15 \A1;.70 * DETALLE DE TAPAS PRE-FABRICADAS CONCRETO SIMPLE CONCRETO ARMADO LEYENDA 60 30 20 1 2 20 ESC. 1:25 DETALLE "A" 1240.37 ESCALA 1:25 ESCALA 1:25 1241.00 1240.97 REGLA METALICA, GRADUADA CADA 5 mm. BASE CON PINTURA EPOXICA USAR ESMALTE ANTICORROSIVO PLANCHA F°G° 110 cm * 10 cm * 31.25 mm NEGRO 45 40 35 60 50 65 55 ROJO FONDO BLANCO 90 80 70 75 85 95 1 5 10 ± 25 mm. OJO CHINO  62.5 mm 35 30 15 20 25 ESCALA 1:10 40 DETALLE DE REGLA 5 5 5 CORTE C-C 5 5 5 5 5 1241.00 90 20 10 1 80 70 60 50 40 35 15 5 95 85 75 65 55 45 REGLA 1241.50 40 35 30 25 5 5 TEE PVC 300/150 MORTERO TAPON PVC PVC DN 300 TUBO + TAPON 1240.62 SELLO ELASTICO 1 1 60° 20 10 60° DETALLE DE PLACA REGULADORA PLATINA CON TRATAMIENTO A BASE DE PINTURA EPOXICA DETALLE DE CANAL/PUENTE ESCALA 1:100 DETALLE DEL REBOSE 5 CORTE D-D TUBO PVC DN 150 PARA MEDICION 2 1 1240.37 1240.62 1240.97 1240.67 1241.00 1241.80 1240.72 BARANDA DE H°G° 0 1 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1241.50 1 2 60° 5 5 5 5 5 <> 5 CORTE H-H DETALLE DE GUIA ESCALA 1:10 ESCALA 1:10 DETALLE DE ATAGUIA e=10 cm. SOLADO e=10 cm. SOLADO e=10 cm. 2. TODA ESTRUCTURA METALICA TENDRA 2 MANOS DE PINTURAS EPOXICA Y USAR ESMALTE 3. LA PLACA SERA COLOCADA A TRAVES DE GUIAS DE PVC UNA VEZ CALIBRADO SE COLOCARA SELLO ELASTICO EN TODO CADA CALIBRACION Y SELLADO NUEVAMENTE. 4. DETALLES DE ANCLAJE DE BARANDAS Y GUIA EL PERIMETRO DE CONTACTO, PUDIENDO SER REMOVIDO PARA LOS TUBOS EN PVC SERAN DE CLASE 7.5 DE COMPUERTAS, VER EN PLANO N° 1. TODOS LOS MATERIALES EN HIERRO SERAN GALVANIZADOS. ANTICORROSIVO OBS: e=10 cm. SOLADO CORTE A-A 1241.80 2 1 1241.00 CANAL PUENTE 1240.60 e=10 cm. SOLADO JUNTA DE DILATACION 1241.50 2.5:1 A 1241.80 C D 1240.60 JUNTA DE DILATACION D MURO / PLACA DE RETENCION PLANTA SALIDA FACULTATIVA 1241.80 1240.37 C 1240.62 1241.50 A 1240.45 2 1 5 1237.80 1240.45 DISTANCIAS ENTRE JUNTAS CON WATER STOP 5 5 5 5 5 5 1239.00 LAGUNA ANAEROBICA H H CORTE B-B 60° 2 1 SOLADO e=10 cm. 1 1 SELLO ELASTICO LAGUNA ANAEROBICA 5 CORTE D-D DETALLE "A" DETALLE DEL REBOSE CORTE C-C ESCALA 1:25 ESC. 1:25 PVC DN 300 5 DISTANCIAS ENTRE JUNTAS CON WATER STOP 60° 1237.85. 1238.50 .08 1238.1 1238.45 1237.80 TUBO + TAPON 5 1239.00 DETALLE DE CANAL/PUENTE ESCALA 1:100 H 5 1239.30 5 H 5 Acero Long. Ø 3/8"@.30 Acero Transverzal Ø 3/8"@.40 Acero Longitudinal Ø 3/8"; 2@.05, 3@.15 Acero Longitudinal Piso Ducto Ø 3/8"@.15 5 Acero solo en placa de retension 1Ø3/8@.15 DETALLE ACERO DUCTO Baranda Tub. Fe Ø 2" Solado e=10cm. Pantalla de Concreto Armado 1Ø1/2" 1Ø1/2" 4Ø3/8" 5 Acero vertical 1Ø 3/8" @ .50 5 1Ø 1/2" 1Ø 1/2" 1Ø 3/8" @ .20 LOSA DE PISO 1Ø3/8" @ .15 1Ø3/8" @ .30 Dobla Acero de Losa cada .30 m. 5 5 Horizontal 1Ø3/8" @ .20 Vertical 1Ø3/8" @.30 1Ø3/8" @.30 1Ø3/8" @ .20 1Ø3/8" @ .30 1Ø3/8" @ .30 1Ø3/8" @ .30 Muros y Pisos armados 4.0 cm. Curado Humedo min. 10 dias. Juntas en cada empalme de estructuras e = 3.0 cm. Las juntas seran con cierre hermetico, pudiendose utilizar Water stop a=9" OBS:Todas las partes metalicas tendran dos manos de pintura anticorrosiva y una mano de pintura epoxica. - Juntas: - Curado: \LEspecificaciones Técnicas: Usar Mezcladora y Vibradora Ø 1.5" Usar Cementp Portlan T-1P Losas armadas 3.0 cm. Usar acero corrugado fy = 4,200 kg/cm2 - Recubrimientos: - Acero: Slum max. 4" A.G. max. 1" f´c= 210 kg/cm2 - Concreto: Acabar con Mortero pulido 1:3 Prever los insertos de Tub. PVC Ø 2" para Limnigrafo -Insertos: -Rellenos para formacion de Caidas: Concreto ciclopeo 1:8 C:H T. max. A.G = 4" (empezando de abajo) Acero Transversal "U" Ø 3/8"@.40 (Anclar en cuerpo de ducto) A-1 (Esc. 1/50) 1Ø 3/8" @ .30 m. 1Ø 3/8" @ .30 m. SOLADO e= 10cm. JUNTA DE DILATACION VER DETALLE "A" Junta con Water Stop MURO/PLACA DE RETENCION Acero Transversal "U" Ø 3/8"@.40 Acero Longitudinal Ø 3/8"; 2@.05, 3@.15 (empezando de abajo) Solado e=10cm. Junta con Water Stop CORTE A-A DE RETENCION MURO/PLACA Acero Longitudinal Ø 3/8" @ .15 Acero Tranversal Ø 3/8" @ .15 Tipo "U" Malla de Losa de Piso Ø 3/8" @ .15 Junta con Water Stop Junta con Water Stop 1236.00 2 : 1 A 1 8 8 1 PLANTA INGRESO FACULTATIVAS JUNTA DE DILATACION 2.5:1 5 5 5 SOLADO 1241.50 1240.45 \A1;2.20 \A1;.10 \A1;.20 \A1;1.10 \A1;.50 VARIABLE \A1;.20 \A1;1.40 \A1;1.40 \A1;3.00 \A1;6.00 \A1;.20 \A1;0.15 \A1;.20 \A1;0.65 \A1;0.55 \A1;.30 \A1;.50 \A1;2.80 \A1;0.85 \A1;5.15 1237.85 5 5 MURO / PLACA DE RETENCION 1237.95 1238.80 JUNTA DE DILATACION JUNTA DE DILATACION SOLADO e=10 cm. SOLADO e=10 cm. SOLADO e=10 cm. 1238.00 NIVEL ESPEJO DE AGUA 2 1 1235.50 5 5 5 5 5 5 5 5 5 VER DETALLE "A" CORTE A-A 5 5 5 5 5 5 5 5 1238.50 1237.85 CANAL PUENTE 1237.83 1237.82 1241.80 5 5 5 5 5 5 5 5 5 5 MURO/PLACA DE RETENCION CORTE B-B 1238.60 1238.50 <> VARIABLE 5 5 5 1238.00 \A1;.20 \A1;.20 \A1;.80 \A1;.20 \A1;.20 \A1;.20 5 5 5 5 5 5 5 5 PLANTA INGRESO LAG. MADURACION MURO / PLACA DE RETENCION B B JUNTA DE DILATACION 1237.85 MURO / PLACA DE RETENCION JUNTA DE DILATACION 5 5 5 5 5 2 :1 5 1237.83 1237.82 B B 1 8 8 1 A JUNTA DE DILATACION 1235.50 A 2 1 2 :1 1238.50 1235.50 CORTE A-A 1 2 1241.00 1241.80 5 5 5 1240.60 SOLADO e=10 cm. 1240.45 JUNTA DE DILATACION 1241.50 5 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1:25 CORTE H-H Acero long. Piso Ø 3/8" @.15 Acero long. Borde 1Ø 3/8" @.10 1Ø 1/2" @.15 Acero long. Borde \A1;medios Ø \S1/2;\H1.429x;" \A1;Extremos y Solado e = 10 cm. Detalle acero Ducto de interconexión 5 5 5 5 1241.50 1240.45

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, de, detalle, DWG, kläranlage, lagoons, residual, treatment, treatment plant, waters