Reservoir Floor Plans DWG Plan for AutoCAD

PLALS PLANT250m3; CUT AND LIFTING OF A RESERVOIR OF MANNING 250M3 FOR Panao CITY.

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

Penne, net, Format, Cyan, Yellow, green, Blue, magenta, Plot., rest, Inner diameter of the reservoir, Outer diameter of the reservoir, Inner diameter of the reservoir, Outer diameter of the reservoir, Inner diameter of the reservoir, Outer diameter of the reservoir, Penne, net, Yellow, green, Blue, magenta, Esc., rest, meeting, meeting, Foundation projection, Of reservoir, scale:, scale:, general, Units, Beam projection, sidewalk, Artifice, Overflow, Income projection, Reservoir, stairs, Roof projection, Inner diameter of the reservoir, Outer diameter of the reservoir, stairs, Of reservoir, Proy. Foundation of, ventilation, House exit cover, Widening area, Gradual of the dome, stairs, Inner diameter of the reservoir, Outer diameter of the reservoir, ventilation, Cna, scale:, Cna, ventilation, scale:, principal, Inner diameter of the reservoir, Outer diameter of the reservoir, Widening area, Gradual of the dome, ventilation

Raw text data extracted from CAD file:

1992 0.20 PENNE RED FORMATO A-1 0.20 CYAN 0.25 0.25 YELLOW GREEN 0.80 0.60 BLUE MAGENTA 0.00 PLOT. = 1:1500 8 0.30 20 0.09 RESTO 1.50 .15 .15 1.60 .49 .15 1.25 .60 .08 .64 .84 .15 .80 .15 1.00 .15 4.00 .15 1.00 .41 2.30 2.70 .15 1.00 .13 .14 .13 .15 3.27 1.50 .15 1.00 .35 .23 10.00 .35 1.00 1.00 .35 10.03 .35 1.00 \A1;R5.00 \A1;R5.35 \A1;R6.35 \A1;R5.45 \A1;R4.75 .25 .15 1.15 .95 1.50 .20 3.08 .50 DIAMETRO INTERIOR DEL RESERVORIO = 10.00 DIAMETRO EXTERIOR DEL RESERVORIO = 10.70 .35 .30 .95 .20 .65 .10 .50 .15 .08 .92 .15 4.00 .15 .92 .08 .15 .80 .15 .40 4.33 .33 .92 .08 2.75 .49 5.22 .49 2.75 .42 .08 .10 1.00 .70 .30 1.00 1.00 1.75 .80 .45 .20 3.08 .50 DIAMETRO INTERIOR DEL RESERVORIO = 10.00 DIAMETRO EXTERIOR DEL RESERVORIO = 10.70 1.43 .50 1.50 2.70 .30 .40 .10 .40 .50 124.99° 4.50 .50 .95 .25 1.50 .49 .20 .50 .50 .30 3.18 .08 .68 1.42 .10 .10 1.05 1.50 .15 .45 .20 3.08 .50 DIAMETRO INTERIOR DEL RESERVORIO = 10.00 DIAMETRO EXTERIOR DEL RESERVORIO = 10.70 1.43 .50 1.50 1.75 2.55 \A1; \A1; 0.18 PENNE RED 0.20 0.20 YELLOW GREEN 0.60 0.60 BLUE MAGENTA 0.20 8 A-1 ESC. 1/50 0.50 9 0.25 22 0.40 116 0.10 RESTO 0.25 53 A B B A 01 02 03 04 05 06 01 02 03 04 05 06 5 5 5 5 5 .49 JUNTA S=2% JUNTA S=2% PROYECCION DE CIMIENTO DE RESERVORIO ESCALA: 1/50 \LSECCION B-B NV.+1.15 P1 1.00×2.50 S=1% S=1% S=1% V=250m3 NV.+0.10 ESCALA: 1/50 \LPLANTA GENERAL (Vol=250m3) 5 PROYECCION-VENTILACION d50mm (4 UNIDADES A 90°) PROYECCION DE VIGA VEREDA S=1% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ARTEZA REBOSE PROYECCION INGRESO A RESERVORIO ESCALERA N°1 1.95 1.70×0.60 PROYECCION DE TECHO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DIAMETRO INTERIOR DEL RESERVORIO = <> DIAMETRO EXTERIOR DEL RESERVORIO = <> CV = +0.10 5 5 5 5 ESCALERA N°3 DE RESERVORIO PROY. CIMIENTO DE 5 5 5 5 5 5 CV = +1.15 VENTILACION d50mm VENTILACION d50mm CT = ±0.00 CV = +1.15 TAPA SALIDA DE CASETA ZONA DE ENSANCHAMIENTO GRADUAL DE LA CUPULA ESCALERA N°2 5 5 CL = +0.15 5 5 5 5 5 5 5 CT = ±0.00 5 5 5 5 5 5 5 DIAMETRO INTERIOR DEL RESERVORIO = <> DIAMETRO EXTERIOR DEL RESERVORIO = <> 5 5 5 CL = +0.15 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 1.50 5 5 5 CV = +1.15 VENTILACION d110mm VENTILACION d110mm CNA =+4.21 5 5 5 5 ESCALA: 1/50 \LSECCION A-A CNA =+1.05 5 5 5 CV = +0.10 CV = +0.00 V=250m3 5 CT = ±0.00 CV = +0.10 CV = +1.15 5 5 5 5 5 5 5 5 VENTILACION d110mm ESCALA: 1/50 \LELEVACION PRINCIPAL DIAMETRO INTERIOR DEL RESERVORIO = <> DIAMETRO EXTERIOR DEL RESERVORIO = <> 5 5 5 ZONA DE ENSANCHAMIENTO GRADUAL DE LA CUPULA VENTILACION d110mm 5 5