Elevated Water Tank 10,000 Gl DWG Plan for AutoCAD

Water Tank 10; 000 gl – General Plans – height

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

Spaces, Mts tower height, Tank volume gal., scale, Isometric, Water reserve tank, without, Comes from aqueduct, municipal, Pvc, Towards residence, Towards health center, Pvc, H.g, Tank will have overflow, input Output, Marc. of level., H.g, Overflow, H.g, Pvc, Spaces, Foundation plant, scale, scale, cut, Manhole, Tank lift, scale, its T, rest, Esc, Esc, pedestal, Esc, rest, its T, level of, natural terrain, section, Shoe, scale, Corrug., In both directions, Shoe, N.t.n., Corrug., Shoe, In both directions, scale, Shoe, See det., Det, scale, scale, cut, scale, cut, note:, Concrete: f’c, Reinforcement: f and kg, steel, putty, Automotive

Raw text data extracted from CAD file:

\A1;0.16 \A1;0.90 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.05 \A1;0.16 \A1;0.05 \A1;0.16 \A1;0.90 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.05 \A1;0.16 \A1;0.05 \A1;1.45 \A1;0.05 \A1;0.20 \A1;0.30 \A1;0.30 \A1;1″ \A1;1″ \A1;1.45 \A1;1-3/4″ \A1;1-3/4″ \A1;6½” \A1;10″ \A1;1-3/4″ \A1;6½” \A1;1-3/4″ \A1;0.05 \A1;5″ \A1;0.25 \A1;0.16 \A1;0.05 \A1;0.90 \A1;0.05 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.16 \A1;0.075 \A1;4″ \A1;2″ \A1;0.30 \A1;1.15 \A1;0.20 \A1;1.90 \A1;0.45 \A1;12 ESPACIOS @ 0.30 \A1;2.10 \A1;0.04 \A1;0.20 \A1;0.04 \A1;0.04 \A1;0.20 \A1;0.05 \A1;1/2″ \A1;5″ \A1;5″ \A1;0.30 \A1;0.04 \A1;0.30 \A1;0.30 \A1;0.04 \A1;0.04 \A1;0.04 \A1;2.10 \A1;0.33 \A1;0.47 \A1;2.10 \A1;2.10 \A1;1.05 \A1;1.05 \A1;R0.95 \A1;0.33 \A1;1.43 \A1;0.33 \A1;2.10 \A1;2.90 \A1;0.26 \A1;2.74 \A1;3.00 \A1;3.00 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;1.20 \A1;0.90 \A1;2.10 \A1;\U+22051.90 \A1;2.40 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1; ALTURA DE TORRE =6.00 mts VOLUMEN DE TANQUE =2,000 GAL. ESCALA ISOMETRICO INSTALACIONES DE TANQUE DE RESERVA DE AGUA SIN VIENE DE ACUEDUCTO MUNICIPAL d1-1/4″ PVC HACIA RESIDENCIA HACIA CENTRO DE SALUD d 1″ PVC 0.30 d2″ H.G. d3/4″ H.G. d3/4″ H.G. ACCESORIOS:-RESPIRADERO 4″d. -EL TANQUE LLEVARA REBOSADERO DE -MANHOLE (CIRCULAR) 18″d -NIPLES SALIDA Y ENTRADA 2″dx6″ 2″d Y MARC. DE NIVEL. d3/4″ H.G. REBOSADERO CON BAJANTE d3/4″ H.G. d2″ H.G. d 3/4″ PVC 5 5 5 t=3/16″ 5 12 ESPACIOS @ 0.30 t=3/16″ t=3/32″ 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 PLANTA DE FUNDACIONES 1:50 ESCALA 5 T-1 1:50 ESCALA CORTE – T-1 [] 5″x5″x1/8″ < 2"x2"x1/8" [] 5"x5"x1/8" [] 5"x5"x1/8" [] 5"x5"x1/8" MANHOLE 5 5 ELEVACION DE TANQUE ESCALA 1:50 5 5 5 5 VA VA VA VA ZA ZA ZA ZA [] 5"x5"x1/8" 5 5 5 @0.05 EST #2 RESTO @0.15 5 5 5 5 ESC VA 1:10 4#4 1/2" 5" 5" t=1/8" ESC 1:10 1"@6" 1/8" 5 PEDESTAL (P-1) ESC 1:10 0.04 5 5 0.04 0.04 0.04 RESTO @.15 8#4, EST #3 10 @.075 [] 5"x5"x1/8" (CIRCULAR) 18"d 2.000 1800 1600 1500 1400 1200 1000 1800 1600 NIVEL DE TERRENO NATURAL 5 5 1" 1" 5 1-3/4" 1-3/4" 6½" PL-1 (10"x10"x5/16") 10" 1-3/4" 6½" 1-3/4" 3/16" 3/8" 4d5/8" 5 1/8" < 2"x2"x1/8" [] 5"x5"x1/8" 5" < 2"x2"x1/8" < 2"x2"x1/8" [] 5"x5"x1/8" [] 5"x5"x1/8" 1/8" 5 ( SECCION 1-1 ) ZAPATA Z-A 5 5 5 5 ESCALA -----1:15 5 5 5 5 0.075 1/8" 4" PD-1 2" PL-2 1/8" CM-1 PL-1 REF.6 CORRUG. d1/2" EN AMBAS DIRECCIONES ( 0.90x0.90x0.25 ) ZAPATA Z-A N.T.N. 5 5 5 5 5 5 5 5 REF.6 CORRUG. d1/2" ( 0.90x0.90x0.25 ) ZAPATA Z-A EN AMBAS DIRECCIONES 5 5 5 5 5 5 5 5 PD-1 1.45 0.05 ESCALA -----1:15 ZAPATA Z-A "1-1" 5 VER DET. T-A DET - T-A ESCALA -----1:10 CM-1 T-B T-B ESCALA -----1:10 CORTE T-B "P-P" ESCALA -----1:10 CORTE "P-P" P-P NOTA: CONCRETO: f'c = 210 Kg/cm REFUERZO: fy = 2500 Kg /cm. ACERO ESTRUCTURAL= A-36 MASILLA AUTOMOTRIZ