Storage Water Tank DWG Block for AutoCAD

Water stirage tank capacity 100,000 liters

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

dimensions, capacity, north, independence, Private, Juarez, church, Multipurpose court, reform, Morelos, log, Galeana, victory, gentleman, Bridge river, Insurgents, Aldama, Insurgents, Porfirio Diaz, Francisco i. log, freedom, Vars Cm, cleaning, Network exit, Thick asphalted celotex joint, Structural floor of, departure, venting, entry, Vars C. to. C., Ventilates, Slab cover, Armed of the slab, detail, Armed of the slab, Vars, Rods, Diam., Num., Long, Long total, sketch, weight, stairs, Linternilla detail, graphic scale, localization map, dimensions, capacity, P.v.c., registry, Ventilation tube fo. Go., The cut in the slab will be removed the days of the salvo in case of using, Concrete slab, Accelerating., F’c concrete in floor slab., The tank access log cap will be angled. lime., Wall of masonry joined with mortar cement, chamfer, gate valve, Simple concrete template of cm thick, Detail board construction, Vars with est. Cm, Asphaltic cm thick, in both ways, P.v.c. band from, Dentellon, chap., New regularization tank, Tee. Go. from, P., Elbow of fo Go. from, P., Niples of fo. Go. from, Nut union of fo. Go. from, Elbow of fo Go. from, Mts., Niples of fo. Go. from, Bronze Ball Screw Ball Valve, Pipe of fo. Go. from, Pzas, P., Pzas, P., optional, your B. Too many, Sc: scale, Oaxaca, Montoya, Atzompa, Sta. Maria, Saint Joseph, good view, gentleman, Rcho, Auditee, Ixtlahuaca, San pedro

Raw text data extracted from CAD file:

9.90 0.90 0.30 7.00 0.30 0.90 0.40 2.47 0.10 1.20 1.20 0.21 1.80 0.39 2.47 0.20 0.60 0.07 7.60 4.00 0.60 0.60 1.80 1.80 0.40 8.20 DIMENSIONES 10 20 30 40 50 a 225 320 390 450 500 b 30 30 30 30 30 c 285 380 450 510 560 ch 15 15 15 15 15 d 20 20 20 20 20 e 215 215 215 215 215 f 30 30 30 30 30 g 230 230 230 230 230 h 50 50 50 50 50 i 265 265 265 265 265 j 15 15 15 15 15 k 30 30 30 30 30 l 250 250 250 250 250 m 25 25 25 25 25 n 180 180 180 180 180 o 70 70 70 70 70 p 15 15 15 15 15 q 60 60 60 60 60 r 20 20 20 20 20 s 65 65 65 65 65 t 145 145 145 145 145 u 100 100 100 100 100 CAPACIDAD (metros cúbicos) 100 690 30 750 15 20 215 30 230 50 265 15 30 250 25 180 70 15 60 20 65 145 100 0.42 20 h 10 5 25 6.5 2 6.5 5 7.50 9.93 9.40 7.50 7.64 NORTE INDEPENDENCIA PRIVADA JUAREZ iglesia cancha de usos multiples REFORMA MORELOS MADERO GALEANA VICTORIA HIDALGO A r r o y o Rio de la Puente INSURGENTES ALDAMA INSURGENTES PORFIRIO DIAZ FRANCISCO I. MADERO LIBERTAD 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.10 0.39 0.20 0.96 0.67 4.00 0.73 A´ A Vars. D @ 30 cm Vars. D @ 30 cm 2 % 2 % 2 % Limpieza 2″ Ø Salida a la Red Junta de celotex asfaltado de 2 cm de espesor SOLERA ESTRUCTURAL DE 1/4″ x 1 1/2″ Salida Desfogue Entrada 5 Vars. A1 a 28 c. a. c. Vars. A a 28 c. a. c. Vars. C a 20 c. a. c. Ventila LOSA DE LA TAPA ARMADO DE LA LOSA DETALLE ARMADO DE LA LOSA Vars. E Vars. G Vars. F VARILLAS DIAM. NUM. a LONG. LONG. TOTAL CROQUIS PESO A 3/8″ 27 194 796 21492 119.71 90 90 154 a a 115.20 A1 3/8″ 27 746 766 20682 T A P A B C D P I S O E F G T R A B E ESCALERA 1/2″ 27 212 232 6264 3/8″ 38 746 766 29108 4410 126 42 35 5/16″ 1492 776 746 2 3/8″ 6208 776 746 8 3/4″ 37000 740 720 50 3/8″ 5/8″ 6 30 78 468 62.39 162.13 8.31 139.68 206.09 16.93 7.30 a a a a a a 5 16 a 0.08 0.08 0.10 0.08 0.08 0.08 0.08 0.60 DETALLE LINTERNILLA 5 ESCALA GRAFICA CROQUIS DE LOCALIZACION P L A N T A C O R T E A – A’ DIMENSIONES 10 20 30 40 50 a 225 320 390 450 500 b 30 30 30 30 30 c 285 380 450 510 560 ch 15 15 15 15 15 d 20 20 20 20 20 e 215 215 215 215 215 f 30 30 30 30 30 g 230 230 230 230 230 h 50 50 50 50 50 i 265 265 265 265 265 j 15 15 15 15 15 k 30 30 30 30 30 l 250 250 250 250 250 m 25 25 25 25 25 n 180 180 180 180 180 o 70 70 70 70 70 p 15 15 15 15 15 q 60 60 60 60 60 r 20 20 20 20 20 s 65 65 65 65 65 t 145 145 145 145 145 u 100 100 100 100 100 CAPACIDAD (metros cúbicos) 105 690 30 750 15 20 215 30 230 50 265 15 30 250 25 180 70 15 60 20 65 145 100 6″ Ø P.V.C. Registro 5 TUBO DE VENTILACION DE 2″ Ø Fo. Go. N O T A S La cimbra en la losa se retirara a los 21 días del colado, salvo en caso de usar Concreto en losa de cubierta, trabe y chaflanes de F’c= 200 Kg/cm2. acelerante. Concreto de F’c = 150 Kg/cm2, en losa de piso y dentellón. La tapa del registro de acceso al tanque será de angulo 1″ x 3/16″, lam. cal. 18 MURO DE MAMPOSTERIA JUNTEADO CON MORTERO CEMENTO – ARENA, 1 : 3 Chaflan Valvula compuerta 20 h 10 5 25 6.5 2 6.5 PLANTILLA DE CONCRETO SIMPLE DE f’c=100 kg/cm2 DE 5 cm DE ESPESOR DETALLE JUNTA DE CONSTRUCCIÓN 5 \A1;4 vars #3 con Est. #3 @ 20 cm \A1;RELLENO ASFALTICO DE 2 cm DE ESPESOR ø #3 @ 30cm EN AMBOS SENTIDOS BANDA DE P.V.C. DE 6″ Dentellon 5 5 5 5 5 105.00 M3 CAP. TANQUE DE REGULARIZACION NUEVO TEE DE Fo. Go. DE 3″x 3″d 2 PZA. CODO DE Fo. Go. DE 90°x1 1/2″d 3 PZA. NIPLES DE Fo. Go. DE 15 CMS.x1 1/2″d TUERCA UNION DE Fo. Go. DE 1 1/2″d CODO DE Fo. Go. DE 45°x1 1/2″d 9.50 MTS. NIPLES DE Fo. Go. DE 30 CMS.x3″d VALVULA DE ESFERA ROSCADA DE BRONCE DE 1 1/2″d TUBERIA DE Fo. Go. C-40 DE 1 1/2″d 2 PZAS. 1 PZA. 1 PZA. 4 PZAS. 1 PZA. 45°x1 1/2″d OPCIONAL TUB. DEMASIAS 90°x1 1/2″d 45°x2 1/2″ Ø 250 300 300 45°x1 1/2d 150 45°x2 1/2″ Ø 250 100 90°x2″ 90°x2″ 30 15 15 ESC: S/ ESCALA OAXACA Montoya ATZOMPA STA. MARIA San Jose Buenavista Hidalgo Rcho. Audelo IXTLAHUACA SAN PEDRO