Reservoir DWG Section for AutoCAD

Floor plan, section and elevation of a reservoir as well as various construction details thereof; addition levels, assessment of lines, etc.

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

colors:, scale:, To plot with:, Format:, Color number:, Thickness:, Roof slab reinforcement, Esc., Armor walls, Billboard projection, cut, Esc., Sole, Network dist. Pvc sap, Pvc sap drive pipe, Esc., cut, Pipe of, Overflow, water level, stairs, Sole, mesh, Esc., plant, protection, your B. ventilation, Inspection, projection, Pipe of, ventilation, cleaning, drain, Comes from the pvc sap drive line, Comes from capture, mesh, Billboard projection, Inspection, cuts, mesh, mesh, Technical specifications, mesh, Topographic point, north, reference point, Pto., East, description, Esc., Structures, mesh, Progressive, Tub.desague, Network distribution, Pvc sap, concrete, steel, Coatings, Bottom slab, Walls, Roof slab, Reinforced concrete, Reservoir, Pvc sap drive pipe, Adduction pipe, your B. distribution, Overflow pipe, Pvc sap clean pipe

Raw text data extracted from CAD file:

07 #7 COLORES: ESCALA: 1000:500 PARA PLOTEAR CON: FORMATO: A2 420mmx594mm 01 Numero de color: Espesores: #1 03 02 #2 04 #3 #4 05 #5 06 #6 02 #9 02 #8 0.75 0.10 1.5 0.3 0.15 0.60 0.60 0.1 0.15 0.10 0.25 0.16 0.45 \A1;1.80 \A1;0.10 \A1;0.3 \A1;0.5 \A1;4.00 \A1;0.1 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.5 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.50 \A1;R=2.00 \A1;33° \A1;R=2.15 \A1;0.50 \A1;R=2.0m 0.10 ARMADURA DE LOSA DE TECHO ESC. 1/50 ESC. 1/50 ARMADURA PAREDES PROYECCION BUZON R=2.15 B 5 d3/8″@0.30m 5 S=0.01 5 382.55 382.70 382.86 383.01 5 0.60 5 0.10 CORTE B-B ESC. 1/25 SOLADO 0.60 A RED DIST. Ø1″ PVC SAP C-7.5 5 TUBERIA DE IMPULSION D= d2″ PVC SAP C-10 5 382.45 0.0 0.0 ESC. 1/50 CORTE A-A TUBERIA DE REBOSE d2″ 0.10 0.10 S=0.01 <> 384.20 5.881203565803389 382.70 NIVEL DE AGUA 5.881203565803389 5.881203565803389 5.881203565803389 5.881203565803389 5.881203565803389 5.881203565803389 5.881203565803389 5.881203565803389 ESCALERA d1″F°G° PELDAÑO@0.30 5.881203565803389 5.881203565803389 5.881203565803389 SOLADO 5.881203565803389 382.45 382.55 5.881203565803389 d3/8″ @0.25m MALLA ESC. 1/50 PLANTA PROTECCION d6″ TUB. VENTILACIÓN A DE INSPECCION PROYECCION TUBERIA DE VENTILACION d6″ R=2.00 S=0.01 LIMPIEZA d6″ DESAGUE B VIENE DE LA LINEA DE IMPULSION d2″ PVC SAP C-10 Ø2″ PVC-SAP VIENE DE CAPTACION 0.50 S=0.01 MALLA PROYECCION BUZON DE INSPECCION 0.60×0.60 A R=2.0m 0 0 2 1 3 4 5 m CORTES A, B MALLA d3/8″@0.25m MALLA d3/8″ @0.25m ESPECIFICACIONES TECNICAS d1/2″@0.20m MALLA P-1 PUNTO TOPOGRÁFICO NORTE PUNTO DE REFERENCIA PTO. ESTE DESCRIPCION ESC. 1/25 ESTRUCTURAS 384.20 MALLA d3/8″@0.30m d1/2″@0,20 d3/8″@0,30 d3/8″@0,25 d3/8″@0.30 d3/8″@0,25 d3/8″@0.30 d3/8″@0.30 PROGRESIVA 0+440.75 TUB.DESAGUE Ø2″ PVC-SAL A RED DISTRIBUCIÓN Ø1″ PVC SAP C-7.5 CONCRETO : f’C=210 Kg/cm2 ACERO : fy=4200 Kg/cm2 RECUBRIMIENTOS LOSA DE FONDO : 4cm MUROS : 4cm LOSA DE TECHO : 3cm CONCRETO ARMADO 444003.14 RESERVORIO 345 CT=347.50m 9001426.82 345 P-1 TUBERIA DE IMPULSION D=2 ” PVC SAP C-10 d 1″ PVC-SAP TUBERÍA DE ADUCCIÓN A TUB. DISTRIBUCIÓN TUBERIA DE REBOSE TUBERIA DE LIMPIA D=2″ PVC SAP