Plant Wastewater Treatment DWG Detail for AutoCAD

Plant Wastewater Treatment DWG Detail for AutoCAD

Details – specifications -measures.

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

Environmental consultants ltda., Actirotor no., Sedimentation tank, Aeration tank, Arrival channel, Drain chamber, Of drying beds, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, drop, Cushioning tile, gate, Cushioning tile, gate, Cushioning tile, gate, Sludge evacuation pipe, Comes from tank of, gravel, sand, Fine sand, gravel, sand, Fine sand, drop, Cushioning tile, gate, Submersible pumps, Will ptar, Pipe entry to the well, Comes from sewage system, Arrival channel, Cat’s claw stair, Corrugated rod, Grille round smooth rod, In stainless steel spaced mm, Shredder, Gateway for cleaning the grids, Pump control board, meson, fire station, Drying beds, Tubing ac va module, Camera no, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Camera no, Overflow pipe, Pvc novafort, Camera no, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Embedded in the, Collection chamber, Embedded in the, Collection chamber, Embedded in the, Collection chamber, Embedded in the, Pvc sanitary pipe, turbine, Flap type flap, Final treatment system effluent, Of domestic wastewater, Pvc pipe, Pipe ac, Water level, Nt., close, close, close, close, close, close, close, close, Boundary, close, close, post, spout, spout, spout, spout, spout, spout, spout, spout, spout, spout, spout, close, close, close, close, close, close, close, close, Boundary, close, close, post, spout, spout, spout, spout, spout, spout, spout, spout, spout, spout, spout, Elect post, Meristem, Apple, Assignment type, area, Vip, Via local:, Via the slaughterhouse, Via local:, Arterial vial mesh:, Via local:, Complementary route:, Apple, area, Vip, Via local:, Apple, equipment:, public space:, Apple, area, Vip, Apple, area, Vip, Parks green areas, linear park, area, linear park, area, Carriageway, Right-of-way strip, green area, platform, Antebellum, Line facing, Assignment type, Vehicular access, Parking, Vehicular access, Pedestrian, Carriageway, Right-of-way strip, Cicloruta, Environmental fringe, Pedestrian amden, Line facing, Antebellum, Pedestrian, Pedestrian, Carriageway, Right-of-way strip, green area, platform, Antebellum, Line facing, Plant scale, Pedestrian, Assignments, Lot apple balance, Full block apple, total area:, Assignment type, lot, Antebellum, stage, Parks green areas, Parking, top, top, spout, top, top, spout, Actirotor no., Sedimentation tank, Aeration tank, Arrival channel, Drain chamber, Of drying beds, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, drop, Cushioning tile, gate, Cushioning tile, gate, Cushioning tile, gate, Sludge evacuation pipe, Comes from tank of, gravel, sand, Fine sand, gravel, sand, Fine sand, drop, Cushioning tile, gate, Submersible pumps, Will ptar, Pipe entry to the well, Comes from sewage system, Arrival channel, Cat’s claw stair, Corrugated rod, Grille round smooth rod, In stainless steel spaced mm, Shredder, Gateway for cleaning the grids, Pump control board, meson, fire station, Drying beds, Tubing ac va module, Camera no, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Camera no, Overflow pipe, Pvc novafort, Camera no, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Embedded in the, Collection chamber, Embedded in the, Collection chamber, Embedded in the, Collection chamber, Embedded in the, Pvc sanitary pipe, To ptar

Raw text data extracted from CAD file:

CONSULTORES AMBIENTALES LTDA. raularias@raulariasconsultores.com \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,30 \A1;0,55 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,40 \A1;0,50 \A1;0,70 \A1;0,30 \A1;4,00 \A1;1,20 \A1;0,34 \A1;0,46 \A1;0,50 \A1;4,00 \A1;2,00 \A1;4,00 \A1;1,70 \A1;1,70 \A1;0,60 \A1;0,30 \A1;0,50 \A1;1,30 \A1;0,60 \A1;0,50 \A1;0,50 \A1;1,20 \A1;1,20 \A1;0,80 \A1;0,80 N \A1;5.03 \A1;2.50 \A1;1.40 \A1;1.80 \A1;0.40 \A1;1.30 \A1;5.00 \A1;5.00 \A1;5.00 \A1;1.30 \A1;2.50 \A1;2.50 \A1;5.00 \A1;1.40 \A1;1.80 \A1;0.40 \A1;1.30 \A1;5.00 \A1;5.00 \A1;5.00 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;0.40 \A1;2.56 \A1;1.04 \A1;22.00 \A1;1.00 \A1;0.40 \A1;2.60 \A1;5.00 \A1;5.00 \A1;4.98 \A1;0.40 \A1;1.40 \A1;1.80 \A1;5.00 \A1;8.96 \A1;14.16 \A1;7.37 \A1;15.37 \A1;4.57 \A1;8.88 \A1;10.12 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;20.81 \A1;1.50 \A1;9.00 \A1;118.22 \A1;131.36 \A1;138.67 \A1;139.13 \A1;1.41 \A1;1.30 \A1;83.75 \A1;123.25 \A1;48.76 \A1;22.84 \A1;17.20 \A1;12.63 \A1;22.02 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;7.62 \A1;5.00 \A1;5.00 \A1;5.00 \A1;0,55 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,40 \A1;0,50 \A1;0,70 \A1;0,30 \A1;4,00 \A1;0,30 \A1;1,20 \A1;0,34 \A1;0,46 \A1;0,50 \A1;4,00 \A1;2,00 \A1;4,00 \A1;1,70 \A1;1,70 \A1;0,60 \A1;0,30 \A1;0,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,80 \A1;0,80 \A1;1,30 ACTIROTOR No. 1 13 12 9 11 10 4 3 2 1 7 8 5 6 TANQUE DE SEDIMENTACIÓN TANQUE DE AIREACION CANAL DE LLEGADA CÁMARA DE DESAGÜE DE LECHOS DE SECADO 5 5 GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 TUBERÍA DE EVACUACIÓN DE LODOS VIENE DE TANQUE DE SEDIMENTACIÓN; AC; d= 4" GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA CAIDA 1% CAIDA 1% 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 2 BOMBAS SUMERGIBLES VA A PTAR AC; d= 3" TUBERÍA DE ENTRADA AL POZO d 12" VIENE DE RED DE ALCANTARILLADO CANAL DE LLEGADA ESCALERA UÑA DE GATO 5 VARILLA CORRUGADA d= 1" REJILLA VARILLA REDONDA LISA d= 1" EN ACERO INOXIDABLE ESPACIADA 15 mm DESARENADOR PASARELA PARA OPERACIÓN DE LIMPIEZA DE LAS REJILLAS 5 5 5 5 5 5 5 5 5 5 5 5 TABLERO DE CONTROL DE BOMBAS MESÓN 2 HP ESTACION DE BOMBEO LECHOS DE SECADO TUBERIA AC 3" VA A MODULO 2 CAMARA No. 1 CAMARA No. 2 TUBERIA PVC SANITARIA 4" S= 1%, L = 4.00 m TUBERIA PVC SANITARIA 8" S= 1%, L = 8.70 m TUBERIA PVC SANITARIA 8" S= 1%, L = 4.48 m TUBERIA PVC SANITARIA 8" S= 1%, L = 3.45 m TUBERIA PVC SANITARIA 8" S= 1%, L = 12.90 m CAMARA No. 3 CAMARA No. 4 CAMARA No. 5 CAMARA No. 6 CAMARA No. 7 TUBERIA REBOSE DEL POZO DE BOMBEO PVC NOVAFORT 10", S=0.5% CAMARA No. 8 5 5 5 5 5 5 5 5 TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.35m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.10m EMBEBIDA EN EL MORTERO, h=0.13m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.16m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.19m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.22m TUBERIA PVC SANITARIA 4" S=0.5%, L = 5.50 m 5 TURBINA TURBINA 92.00 97.00 96.00 95.00 94.00 93.00 90.00 91.00 89.00 88.00 87.00 86.00 85.00 84.00 83.00 1 5 5 5 COMPUERTA TIPO CHAPALETA d= 12" EFLUENTE FINAL DE SISTEMA DE TRATAMIENTO DE AGUAS RESIDUALES DOMÉSTICAS TUBERIA PVC 12" TUBERIA PVC 8" TUBERIA AC 3" 5 Nivel Agua 954.52 955.27 957.33 959.58 960.64 961.74 NT. 91.70 V6 V8 V7 5 V4 5 V5 105.80 325 CERCA L 104.54 326 CERCA L 103.97 327 CERCA L 94.07 328 CERCA L 91.29 329 CERCA L 94.48 330 CERCA L 96.34 331 CERCA L 96.34 332 CERCA L 92.58 333 LINDERO 96.58 334 CERCA L 94.01 335 CERCA L 105.09 675 T 94.31 680 T 93.90 681 T 94.13 685 T 94.04 691 POSTE E 93.81 790 T 93.79 791 T 94.11 792 T 93.58 793 T 92.10 794 CANO 91.91 795 CANO 91.33 796 CANO 92.74 811 CANO 93.64 812 T 93.74 820 T 95.03 825 T 94.11 826 T 92.56 839 T 92.31 841 T 91.23 842 T 89.99 843 T 89.43 844 CANO 89.55 845 CANO 89.29 846 CANO 89.32 847 CANO 89.75 848 T 89.51 849 T 88.67 850 CANO 89.40 851 T 89.29 852 T 89.03 853 T 88.37 854 CANO 89.04 855 T 88.64 856 T 89.32 857 T 88.38 858 CANO 93.40 859 T 95.37 860 T 93.90 861 T T 105.80 325 CERCA L 104.54 326 CERCA L 103.97 327 CERCA L 94.07 328 CERCA L 91.29 329 CERCA L 94.48 330 CERCA L 96.34 331 CERCA L 96.34 332 CERCA L 92.58 333 LINDERO 96.58 334 CERCA L 94.01 335 CERCA L 105.09 675 T 94.31 680 T 93.90 681 T 94.13 685 T 94.04 691 POSTE E 93.81 790 T 93.79 791 T 94.11 792 T 93.58 793 T 92.10 794 CANO 91.91 795 CANO 91.33 796 CANO 92.74 811 CANO 93.64 812 T 93.74 820 T 95.03 825 T 94.11 826 T 92.56 839 T 92.31 841 T 91.23 842 T 89.99 843 T 89.43 844 CANO 89.55 845 CANO 89.29 846 CANO 89.32 847 CANO 89.75 848 T 89.51 849 T 88.67 850 CANO 89.40 851 T 89.29 852 T 89.03 853 T 88.37 854 CANO 89.04 855 T 88.64 856 T 89.32 857 T 88.38 858 CANO 93.40 859 T 95.37 860 T 93.90 861 T T POSTE ELECT 90 MERELECTRICA 53 MANZANA N°2 50 54 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 19 20 21 22 23 14 CESION TIPO B Area : 19.728,63 m2 VIP VIA LOCAL: V-14m 9 10 11 4 5 13 14 12 1 2 3 6 7 8 64 VIA AL MATADERO VIA LOCAL: V-14m MALLA VIAL ARTERIAL: V-27m VIA LOCAL: V-16m VIA COMPLEMENTARIA: V-14m MANZANA N°1 Area : 15.845,07 m2 VIP VIA LOCAL: V-14m VIA LOCAL: V-14m MANZANA N°5 Equipamiento: 13.471 m2 Espacio público: 8.450 m2 MANZANA N°6 Area : 13.644 m2 VIP MANZANA N°3 Area : 12.046 m2 VIP PARQUES ZONAS VERDES PARQUES ZONAS VERDES PARQUES ZONAS VERDES PARQUE LINEAL Area : 2.981 m2 PARQUE LINEAL Area : 13.644 m2 CALZADA VEHICULAR FRANJA DE DERECHO DE VIA ZONA VERDE ANDEN ANTEJARDIN LINEA PARAMENTO CESION TIPO B ACCESO VEHICULAR PARQUEOS PARQUEOS ACCESO VEHICULAR ACCESO VEHICULAR PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES CALZADA VEHICULAR FRANJA DE DERECHO DE VIA CICLORUTA FRANJA AMBIENTAL AMDEN PEATONAL LINEA PARAMENTO ANTEJARDIN 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 PEATONALES 5 5 5 5 5 5 5 5 5 5 5 PEATONALES CALZADA VEHICULAR FRANJA DE DERECHO DE VIA ZONA VERDE ANDEN ANTEJARDIN LINEA PARAMENTO PLANTA ESCALA 1 : 500 5 5 5 5 5 5 5 5 5 5 5 5 PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CESIONES TIPO A LOTE 1 - SALDO MANZANA 1 : 647.23 m2 LOTE 2 - TOTAL MANZANA 2 : 4340.30 m2 L1 L2 L3 L4 L5 L6 L7 L8 L10 L11 L12 L13 L14 L15 L17 L18 L16 Area total: 21.922 m2 CESION TIPO - A LOTE 1 LOTE 2 L19 L19 ANTEJARDIN ANTEJARDIN ANTEJARDIN ANTEJARDIN ANTEJARDIN ANTEJARDIN ANTEJARDIN Etapa 1 Etapa 1 Etapa 2 Etapa 3 Etapa 3 Etapa 4 Etapa 2 Etapa 2 Etapa 3 Etapa 3 Etapa 4 Etapa 1 PARQUES ZONAS VERDES (Etapa 2= 80) (Etapa 4= 120) (Etapa 2= 120) PARQUEOS PARQUEOS 5 5 5 93.59 0308 TOP 91.95 0309 TOP 90.14 0312 CANO 93.63 954 T 92.31 955 T 93.93 956 T 95.17 957 T 93.62 977 T 91.84 978 T 92.03 979 T 93.17 980 T 93.63 954 T 92.31 955 T 93.93 956 T 95.17 957 T 93.62 977 T 91.84 978 T 92.03 979 T 93.17 980 T 93.59 0308 TOP 91.95 0309 TOP 90.14 0312 CANO 95 ACTIROTOR No. 1 13 12 9 11 10 4 3 2 1 7 8 5 6 TANQUE DE SEDIMENTACIÓN TANQUE DE AIREACION CANAL DE LLEGADA CÁMARA DE DESAGÜE DE LECHOS DE SECADO 5 5 GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 TUBERÍA DE EVACUACIÓN DE LODOS VIENE DE TANQUE DE SEDIMENTACIÓN; AC; d= 4" GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA CAIDA 1% CAIDA 1% 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 2 BOMBAS SUMERGIBLES VA A PTAR AC; d= 3" TUBERÍA DE ENTRADA AL POZO d 12" VIENE DE RED DE ALCANTARILLADO CANAL DE LLEGADA ESCALERA UÑA DE GATO 5 VARILLA CORRUGADA d= 1" REJILLA VARILLA REDONDA LISA d= 1" EN ACERO INOXIDABLE ESPACIADA 15 mm DESARENADOR PASARELA PARA OPERACIÓN DE LIMPIEZA DE LAS REJILLAS 5 5 5 5 5 5 5 5 5 5 5 5 TABLERO DE CONTROL DE BOMBAS MESÓN 2 HP ESTACION DE BOMBEO LECHOS DE SECADO TUBERIA AC 3" VA A MODULO 2 CAMARA No. 1 CAMARA No. 2 TUBERIA PVC SANITARIA 4" S= 1%, L = 4.00 m TUBERIA PVC SANITARIA 8" S= 1%, L = 8.70 m TUBERIA PVC SANITARIA 8" S= 1%, L = 4.48 m TUBERIA PVC SANITARIA 8" S= 1%, L = 3.45 m TUBERIA PVC SANITARIA 8" S= 1%, L = 12.90 m CAMARA No. 3 CAMARA No. 4 CAMARA No. 5 CAMARA No. 6 CAMARA No. 7 TUBERIA REBOSE DEL POZO DE BOMBEO PVC NOVAFORT 10", S=0.5% CAMARA No. 8 5 5 5 5 5 5 5 5 TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.35m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.10m EMBEBIDA EN EL MORTERO, h=0.13m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.16m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.19m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.22m TUBERIA PVC SANITARIA 4" S=0.5%, L = 5.50 m V6 V8 V7 5 V4 5 V5 PTAR 92.00 97.00 96.00 95.00 94.00 93.00 90.00 91.00 89.00 88.00 87.00 86.00 85.00 84.00 83.00

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

Environmental consultants ltda., Actirotor no., Sedimentation tank, Aeration tank, Arrival channel, Drain chamber, Of drying beds, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, drop, Cushioning tile, gate, Cushioning tile, gate, Cushioning tile, gate, Sludge evacuation pipe, Comes from tank of, gravel, sand, Fine sand, gravel, sand, Fine sand, drop, Cushioning tile, gate, Submersible pumps, Will ptar, Inlet pipe, Comes from sewage system, Arrival channel, Cat’s claw stair, Corrugated rod, Grille round smooth rod, In stainless steel spaced mm, Shredder, Gateway for grille cleaning operation, Pump control board, meson, fire station, Drying beds, Tubing ac va module, Camera no, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Camera no, Overflow pipe, Pvc novafort, Camera no, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Embedded in the, Collection chamber, Embedded in the, Collection chamber, Embedded in the, Collection chamber, Embedded in the, Pvc sanitary pipe, turbine, Flap type flap, Final effluent treatment system, Of domestic wastewater, Pvc pipe, Tubing ac, Water level, Nt., close, close, close, close, close, close, close, close, Boundary, close, close, post, spout, spout, spout, spout, spout, spout, spout, spout, spout, spout, spout, close, close, close, close, close, close, close, close, Boundary, close, close, post, spout, spout, spout, spout, spout, spout, spout, spout, spout, spout, spout, Elect post, Meristem, Apple, Assignment type, area, Vip, Via local:, Via the slaughterhouse, Via local:, Arterial vial mesh:, Via local:, Complementary route:, Apple, area, Vip, Via local:, Apple, equipment:, public space:, Apple, area, Vip, Apple, area, Vip, Parks green areas, linear park, area, linear park, area, Carriageway, Right-of-way strip, green area, platform, Antebellum, Line facing, Assignment type, Vehicular access, Parking, Vehicular access, Pedestrian, Carriageway, Right-of-way strip, Cicloruta, Environmental fringe, Amden pedestrian, Line facing, Antebellum, Pedestrian, Pedestrian, Carriageway, Right-of-way strip, green area, platform, Antebellum, Line facing, Plant scale, Pedestrian, Type assignments, Lot apple balance, Full block apple, total area:, Assignment type, lot, Antebellum, stage, Parks green areas, Parking, top, top, spout, top, top, spout, Actirotor no., Sedimentation tank, Aeration tank, Arrival channel, Drain chamber, Of drying beds, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, gravel, sand, Fine sand, drop, Cushioning tile, gate, Cushioning tile, gate, Cushioning tile, gate, Sludge evacuation pipe, Comes from tank of, gravel, sand, Fine sand, gravel, sand, Fine sand, drop, Cushioning tile, gate, Submersible pumps, Will ptar, Inlet pipe, Comes from sewage system, Arrival channel, Cat’s claw stair, Corrugated rod, Grille round smooth rod, In stainless steel spaced mm, Shredder, Gateway for grille cleaning operation, Pump control board, meson, fire station, Drying beds, Tubing ac va module, Camera no, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Pvc sanitary pipe, Camera no, Overflow pipe, Pvc novafort, Camera no, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Drilled pipe, Pvc sanit, Embedded in the, Collection chamber, Embedded in the, Collection chamber, Embedded in the, Collection chamber, Embedded in the, Pvc sanitary pipe, To ptar

Raw text data extracted from CAD file:

CONSULTORES AMBIENTALES LTDA. raularias@raulariasconsultores.com \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,30 \A1;0,55 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,40 \A1;0,50 \A1;0,70 \A1;0,30 \A1;4,00 \A1;1,20 \A1;0,34 \A1;0,46 \A1;0,50 \A1;4,00 \A1;2,00 \A1;4,00 \A1;1,70 \A1;1,70 \A1;0,60 \A1;0,30 \A1;0,50 \A1;1,30 \A1;0,60 \A1;0,50 \A1;0,50 \A1;1,20 \A1;1,20 \A1;0,80 \A1;0,80 N \A1;5.03 \A1;2.50 \A1;1.40 \A1;1.80 \A1;0.40 \A1;1.30 \A1;5.00 \A1;5.00 \A1;5.00 \A1;1.30 \A1;2.50 \A1;2.50 \A1;5.00 \A1;1.40 \A1;1.80 \A1;0.40 \A1;1.30 \A1;5.00 \A1;5.00 \A1;5.00 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;0.40 \A1;2.56 \A1;1.04 \A1;22.00 \A1;1.00 \A1;0.40 \A1;2.60 \A1;5.00 \A1;5.00 \A1;4.98 \A1;0.40 \A1;1.40 \A1;1.80 \A1;5.00 \A1;8.96 \A1;14.16 \A1;7.37 \A1;15.37 \A1;4.57 \A1;8.88 \A1;10.12 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;20.81 \A1;1.50 \A1;9.00 \A1;118.22 \A1;131.36 \A1;138.67 \A1;139.13 \A1;1.41 \A1;1.30 \A1;83.75 \A1;123.25 \A1;48.76 \A1;22.84 \A1;17.20 \A1;12.63 \A1;22.02 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;7.62 \A1;5.00 \A1;5.00 \A1;5.00 \A1;0,55 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,50 \A1;0,70 \A1;0,30 \A1;0,40 \A1;0,50 \A1;0,70 \A1;0,30 \A1;4,00 \A1;0,30 \A1;1,20 \A1;0,34 \A1;0,46 \A1;0,50 \A1;4,00 \A1;2,00 \A1;4,00 \A1;1,70 \A1;1,70 \A1;0,60 \A1;0,30 \A1;0,50 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,20 \A1;0,80 \A1;0,80 \A1;1,30 ACTIROTOR No. 1 13 12 9 11 10 4 3 2 1 7 8 5 6 TANQUE DE SEDIMENTACIÓN TANQUE DE AIREACION CANAL DE LLEGADA CÁMARA DE DESAGÜE DE LECHOS DE SECADO 5 5 GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 TUBERÍA DE EVACUACIÓN DE LODOS VIENE DE TANQUE DE SEDIMENTACIÓN; AC; d= 4" GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA CAIDA 1% CAIDA 1% 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 2 BOMBAS SUMERGIBLES VA A PTAR AC; d= 3" TUBERÍA DE ENTRADA AL POZO d 12" VIENE DE RED DE ALCANTARILLADO CANAL DE LLEGADA ESCALERA UÑA DE GATO 5 VARILLA CORRUGADA d= 1" REJILLA VARILLA REDONDA LISA d= 1" EN ACERO INOXIDABLE ESPACIADA 15 mm DESARENADOR PASARELA PARA OPERACIÓN DE LIMPIEZA DE LAS REJILLAS 5 5 5 5 5 5 5 5 5 5 5 5 TABLERO DE CONTROL DE BOMBAS MESÓN 2 HP ESTACION DE BOMBEO LECHOS DE SECADO TUBERIA AC 3" VA A MODULO 2 CAMARA No. 1 CAMARA No. 2 TUBERIA PVC SANITARIA 4" S= 1%, L = 4.00 m TUBERIA PVC SANITARIA 8" S= 1%, L = 8.70 m TUBERIA PVC SANITARIA 8" S= 1%, L = 4.48 m TUBERIA PVC SANITARIA 8" S= 1%, L = 3.45 m TUBERIA PVC SANITARIA 8" S= 1%, L = 12.90 m CAMARA No. 3 CAMARA No. 4 CAMARA No. 5 CAMARA No. 6 CAMARA No. 7 TUBERIA REBOSE DEL POZO DE BOMBEO PVC NOVAFORT 10", S=0.5% CAMARA No. 8 5 5 5 5 5 5 5 5 TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.35m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.10m EMBEBIDA EN EL MORTERO, h=0.13m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.16m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.19m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.22m TUBERIA PVC SANITARIA 4" S=0.5%, L = 5.50 m 5 TURBINA TURBINA 92.00 97.00 96.00 95.00 94.00 93.00 90.00 91.00 89.00 88.00 87.00 86.00 85.00 84.00 83.00 1 5 5 5 COMPUERTA TIPO CHAPALETA d= 12" EFLUENTE FINAL DE SISTEMA DE TRATAMIENTO DE AGUAS RESIDUALES DOMÉSTICAS TUBERIA PVC 12" TUBERIA PVC 8" TUBERIA AC 3" 5 Nivel Agua 954.52 955.27 957.33 959.58 960.64 961.74 NT. 91.70 V6 V8 V7 5 V4 5 V5 105.80 325 CERCA L 104.54 326 CERCA L 103.97 327 CERCA L 94.07 328 CERCA L 91.29 329 CERCA L 94.48 330 CERCA L 96.34 331 CERCA L 96.34 332 CERCA L 92.58 333 LINDERO 96.58 334 CERCA L 94.01 335 CERCA L 105.09 675 T 94.31 680 T 93.90 681 T 94.13 685 T 94.04 691 POSTE E 93.81 790 T 93.79 791 T 94.11 792 T 93.58 793 T 92.10 794 CANO 91.91 795 CANO 91.33 796 CANO 92.74 811 CANO 93.64 812 T 93.74 820 T 95.03 825 T 94.11 826 T 92.56 839 T 92.31 841 T 91.23 842 T 89.99 843 T 89.43 844 CANO 89.55 845 CANO 89.29 846 CANO 89.32 847 CANO 89.75 848 T 89.51 849 T 88.67 850 CANO 89.40 851 T 89.29 852 T 89.03 853 T 88.37 854 CANO 89.04 855 T 88.64 856 T 89.32 857 T 88.38 858 CANO 93.40 859 T 95.37 860 T 93.90 861 T T 105.80 325 CERCA L 104.54 326 CERCA L 103.97 327 CERCA L 94.07 328 CERCA L 91.29 329 CERCA L 94.48 330 CERCA L 96.34 331 CERCA L 96.34 332 CERCA L 92.58 333 LINDERO 96.58 334 CERCA L 94.01 335 CERCA L 105.09 675 T 94.31 680 T 93.90 681 T 94.13 685 T 94.04 691 POSTE E 93.81 790 T 93.79 791 T 94.11 792 T 93.58 793 T 92.10 794 CANO 91.91 795 CANO 91.33 796 CANO 92.74 811 CANO 93.64 812 T 93.74 820 T 95.03 825 T 94.11 826 T 92.56 839 T 92.31 841 T 91.23 842 T 89.99 843 T 89.43 844 CANO 89.55 845 CANO 89.29 846 CANO 89.32 847 CANO 89.75 848 T 89.51 849 T 88.67 850 CANO 89.40 851 T 89.29 852 T 89.03 853 T 88.37 854 CANO 89.04 855 T 88.64 856 T 89.32 857 T 88.38 858 CANO 93.40 859 T 95.37 860 T 93.90 861 T T POSTE ELECT 90 MERELECTRICA 53 MANZANA N°2 50 54 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 19 20 21 22 23 14 CESION TIPO B Area : 19.728,63 m2 VIP VIA LOCAL: V-14m 9 10 11 4 5 13 14 12 1 2 3 6 7 8 64 VIA AL MATADERO VIA LOCAL: V-14m MALLA VIAL ARTERIAL: V-27m VIA LOCAL: V-16m VIA COMPLEMENTARIA: V-14m MANZANA N°1 Area : 15.845,07 m2 VIP VIA LOCAL: V-14m VIA LOCAL: V-14m MANZANA N°5 Equipamiento: 13.471 m2 Espacio público: 8.450 m2 MANZANA N°6 Area : 13.644 m2 VIP MANZANA N°3 Area : 12.046 m2 VIP PARQUES ZONAS VERDES PARQUES ZONAS VERDES PARQUES ZONAS VERDES PARQUE LINEAL Area : 2.981 m2 PARQUE LINEAL Area : 13.644 m2 CALZADA VEHICULAR FRANJA DE DERECHO DE VIA ZONA VERDE ANDEN ANTEJARDIN LINEA PARAMENTO CESION TIPO B ACCESO VEHICULAR PARQUEOS PARQUEOS ACCESO VEHICULAR ACCESO VEHICULAR PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES CALZADA VEHICULAR FRANJA DE DERECHO DE VIA CICLORUTA FRANJA AMBIENTAL AMDEN PEATONAL LINEA PARAMENTO ANTEJARDIN 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 PEATONALES 5 5 5 5 5 5 5 5 5 5 5 PEATONALES CALZADA VEHICULAR FRANJA DE DERECHO DE VIA ZONA VERDE ANDEN ANTEJARDIN LINEA PARAMENTO PLANTA ESCALA 1 : 500 5 5 5 5 5 5 5 5 5 5 5 5 PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES PEATONALES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CESIONES TIPO A LOTE 1 - SALDO MANZANA 1 : 647.23 m2 LOTE 2 - TOTAL MANZANA 2 : 4340.30 m2 L1 L2 L3 L4 L5 L6 L7 L8 L10 L11 L12 L13 L14 L15 L17 L18 L16 Area total: 21.922 m2 CESION TIPO - A LOTE 1 LOTE 2 L19 L19 ANTEJARDIN ANTEJARDIN ANTEJARDIN ANTEJARDIN ANTEJARDIN ANTEJARDIN ANTEJARDIN Etapa 1 Etapa 1 Etapa 2 Etapa 3 Etapa 3 Etapa 4 Etapa 2 Etapa 2 Etapa 3 Etapa 3 Etapa 4 Etapa 1 PARQUES ZONAS VERDES (Etapa 2= 80) (Etapa 4= 120) (Etapa 2= 120) PARQUEOS PARQUEOS 5 5 5 93.59 0308 TOP 91.95 0309 TOP 90.14 0312 CANO 93.63 954 T 92.31 955 T 93.93 956 T 95.17 957 T 93.62 977 T 91.84 978 T 92.03 979 T 93.17 980 T 93.63 954 T 92.31 955 T 93.93 956 T 95.17 957 T 93.62 977 T 91.84 978 T 92.03 979 T 93.17 980 T 93.59 0308 TOP 91.95 0309 TOP 90.14 0312 CANO 95 ACTIROTOR No. 1 13 12 9 11 10 4 3 2 1 7 8 5 6 TANQUE DE SEDIMENTACIÓN TANQUE DE AIREACION CANAL DE LLEGADA CÁMARA DE DESAGÜE DE LECHOS DE SECADO 5 5 GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% CAIDA 1% 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 TUBERÍA DE EVACUACIÓN DE LODOS VIENE DE TANQUE DE SEDIMENTACIÓN; AC; d= 4" GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA GRAVA 3/8" - 1" GRAVA 1/4" - 3/8" ARENA 1 - 1,5mm ARENA FINA CAIDA 1% CAIDA 1% 5 5 LOSETA AMORTIGUADORA COMPUERTA 5 5 5 2 BOMBAS SUMERGIBLES VA A PTAR AC; d= 3" TUBERÍA DE ENTRADA AL POZO d 12" VIENE DE RED DE ALCANTARILLADO CANAL DE LLEGADA ESCALERA UÑA DE GATO 5 VARILLA CORRUGADA d= 1" REJILLA VARILLA REDONDA LISA d= 1" EN ACERO INOXIDABLE ESPACIADA 15 mm DESARENADOR PASARELA PARA OPERACIÓN DE LIMPIEZA DE LAS REJILLAS 5 5 5 5 5 5 5 5 5 5 5 5 TABLERO DE CONTROL DE BOMBAS MESÓN 2 HP ESTACION DE BOMBEO LECHOS DE SECADO TUBERIA AC 3" VA A MODULO 2 CAMARA No. 1 CAMARA No. 2 TUBERIA PVC SANITARIA 4" S= 1%, L = 4.00 m TUBERIA PVC SANITARIA 8" S= 1%, L = 8.70 m TUBERIA PVC SANITARIA 8" S= 1%, L = 4.48 m TUBERIA PVC SANITARIA 8" S= 1%, L = 3.45 m TUBERIA PVC SANITARIA 8" S= 1%, L = 12.90 m CAMARA No. 3 CAMARA No. 4 CAMARA No. 5 CAMARA No. 6 CAMARA No. 7 TUBERIA REBOSE DEL POZO DE BOMBEO PVC NOVAFORT 10", S=0.5% CAMARA No. 8 5 5 5 5 5 5 5 5 TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.80m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.35m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=2.50m TUBERÍA PERFORADA PVC SANIT d= 4"; S= 1%, L=1.10m EMBEBIDA EN EL MORTERO, h=0.13m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.16m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.19m CAMARA DE RECOLECCION EMBEBIDA EN EL MORTERO, h=0.22m TUBERIA PVC SANITARIA 4" S=0.5%, L = 5.50 m V6 V8 V7 5 V4 5 V5 PTAR 92.00 97.00 96.00 95.00 94.00 93.00 90.00 91.00 89.00 88.00 87.00 86.00 85.00 84.00 83.00

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, DETAIL, details, DWG, kläranlage, Measures, plant, specifications, treatment, treatment plant, waste, wastewater, water