900m3 Water Tank DWG Detail for AutoCAD

900m3 Water Tank DWG Detail for AutoCAD

900 m3 water tank. Plant – Construction Details

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

float, Sink, Camera breaks pressure, Of energy, two., Pvc, Screen detail, two., Slab cover, Valve chamber, Cover detail, cut, N.a., float, Llp globo, Tee fg, Power pvc, Pvc, Dissipation chamber, The distribution network, Ventilation pipe, Puller, two. Shifter stone, Collection chamber, scheme, Pos., Total, Lengths, Iron sheet, quantity, distance, total, Weight t., partial, tank of, storage, tank of, storage, Cover detail, scale, From camara, total, Weight t., Iron sheet, Pos., scheme, distance, quantity, partial, Lengths, total, Kgs, entry, Of entry, departure, Llp, Detail camera output, plant, Plastered with waterproofing, Shifter stone, Stone flouncing, two., chamfer, entry, N.t., Llp, Pte., Pvc, Of overflow pvc, strainer, N.a., made of bronze, Output pvc class, N.t., Court details, Armor slab background, Shifter stone, Pvc class pipe, Vol., Pvc class pipe, Output pvc class, Shifter stone, Of pvc income, Shifter stone, Sluice gate, Camera breaks pressure, Esc., Pte., Of overflow pvc, Camera output, Of contention hºcº pd, tank of, storage, Tank location, Tank view, scale, Entrance camera detail, scale, cut, scale, cut, scale, Storage pond cap.

Raw text data extracted from CAD file:

\A1;0.90 \A1;0.90 \A1;0.30 \A1;0.20 \A1;0.90 \A1;0.05 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.40 \A1;0.90 \A1;0.50 \A1;0.20 \A1;1.45 \A1;0.20 \A1;0.20 \A1;0.20 \A1;15.0 \A1;0.10 \A1;1.20 \A1;14.6 \A1;1.20 \A1;15.4 \A1;0.32 \A1;0.90 \A1;0.89 O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;1.79 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.30 \A1;1.20 \A1;0.10 \A1;0.75 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.05 \A1;0.65 \A1;0.10 \A1;0.06 \A1;0.90 \A1;0.15 \A1;0.10 \A1;1.00 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.30 \A1;0.05 \A1;0.65 \A1;0.60 \A1;0.10 \A1;0.50 \A1;0.60 \A1;0.55 \A1;0.05 \A1;0.95 \A1;1.20 \A1;0.06 \A1;0.65 \A1;0.65 \A1;0.75 \A1;0.20 \A1;0.02 \A1;0.10 \A1;0.10 UU Flotador Disipador CAMARA ROMPE PRESION I 1% de energía H°A° Dos. 1:2:3 I 1% I 1% A \A1;Transición (Tubería PVC a FG) A 1.201990654205758 0.1001658878505793 0.7512441588784924 0.1001658878504372 0.1001658878505651 0.3004976635514254 0.0500829439252328 0.6510782710280267 0.1001658878505083 3 ø 6 c/15 DETALLE PANTALLA 4 ø 6 c/15 H°A° Dos. 1:3:3 0.6510782710280836 0.7512441588785634 0.2003317757009384 0.0200331775700988 0.1001658878504799 0.1001658878504799 1 7 1 ø 6 c/15 \A1; 1 ø 6 c/15 2 7 ø 12 c/20 \A1; 2 ø 6 c/15 LOSA TAPA CAMARA 2 ø 6 c/15 0.9515759345795232 1.201990654205758 0.0600995327102751 0.6510782710280836 CAMARA DE VALVULAS 7 2 ø 12 DETALLE TAPA 6 ø 6 c/10 5 ø 6 c/10 7 ø 12 c/20 0.6009953271028365 0.5509123831776037 0.050082943925247 CORTE A - A 11 ø 6 c/20 N.A. Flotador Llp globo Tee FG I 1% 8 ø 6 c/20 9 ø 6 c/20 H°A° 10 ø 6 c/20 \A1;Disipador de energía (Tubería perforada PVC E-40) \A1;Transición (Tubería PVC a FG) Cámara de disipación A la red de distribución Tubería ventilación ø 1" Jalador H°A° UU H°C° Dos. 1:3:3 50 % piedra desplazadora Cámara colectora 0.0607997726736826 0.901492990654269 0.1502488317757127 0.1001658878504657 1.001658878504742 0.1001658878505083 0.5008294392523567 0.1001658878504941 0.3004976635514254 0.0500829439252328 0.6510782710280836 0.6009953271028365 0.1001658878504799 0.5008294392523567 ESQUEMA 5 a c b c a a b b c a c a 6 8 7 10 11 9 a a 2 1 POS. 4 3 0.78 3.50 0.222 0.50 - - - 0.50 6 7 0.10 a 1.00 0.20 1.10 1.00 0.10 - - 0.06 0.12 1.05 0.05 1.04 0.55 6 6 0.95 6 6 5 6 12 0.05 4 0.10 a c b 0.20 a b d a c b 0.20 0.79 6 6 0.95 6 7 b a 0.20 b b d c a 0.20 0.91 b a 0.20 TOTALES 0.73 3.30 0.222 5.75 5.33 25.90 0.222 2.16 0.888 1.92 0.55 - 4.00 5.18 1.16 0.54 - 6.37 28.68 0.222 34.71 149.84 7.61 34.30 0.222 4.78 - 4.90 0.90 24.00 0.222 - 0.05 LONGITUDES (m) PLANILLA DE FIERROS c b - 0.90 0.07 - - 0.15 - a 0.05 0.56 mm 6 6 10 14 ø CANTIDAD m 0.15 a c 0.15 b b DISTANCIA 0.70 6 5 0.15 a 6 0.68 6 a b 0.15 kg 2.22 2.11 TOTAL 10.00 9.52 0.222 0.222 KG/M PESO T. d 1.00 - 0.68 - PARCIAL 0.78 3.50 0.222 0.70 - 4.98 0.83 0.222 1.11 - P2 P1 0+320 0+340 0+380 0+420 0+440 N=8118500 E=781800 N=8118400 E=781900 N=8118500 E=781900 BM4 N Tanque de Almacenamiento P2 P1 0+320 0+340 0+380 0+420 0+440 N=8118500 E=781800 N=8118400 E=781900 N=8118500 E=781900 BM4 N Tanque de Almacenamiento \A1;30.00 \A1;30.00 \A1;15.00 \A1;29.60 \A1;30.00 \A1;32.00 \A1;1.50 \A1;2.10 \A1;14.60 \A1;15.00 \A1;17.00 \A1;1.50 \A1;2.10 \A1;31.60 \A1;32.00 \A1;15.00 \A1;16.60 \A1;17.00 \A1;15.61 \A1;4.00 \A1;7.40 2 ø 6 c/15 DETALLE TAPA Escala 1:20 DE CAMARA 2 3 3 ø 12 c/30 0.90 0.90 0.30 0.20 0.90 0.05 995.69 a 3 2 a b d a c 0.30 0.20 12 6 6 150 0.05 0.05 0.60 15.05 0.15 TOTAL 0.20 14.95 - 4514.85 3.60 2257.50 0.890 0.220 3.21 496.65 PESO T. 495.83 PLANILLA DE FIERROS 1 a d POS. ESQUEMA 0.20 a 6 75 0.05 (m) (mm) DISTANCIA ø CANTIDAD a PARCIAL 30.05 29.95 LONGITUDES (m) b c d 2253.75 0.220 TOTAL KG/M Kgs Ingreso \A1;Cámara de entrada UU Salida Llp DETALLE CAMARA DE SALIDA 0.20 0.50 0.20 PLANTA \A1;Revoque y enlucido con impermeabilizante \A1;H°C° Dos.1:3:3 50% Piedra desplazadora Zampeado de piedra H°A° Dos. 1:2:3 Chaflán Entrada N.T. Llp UU Pte. 1% \A1;Drenaje (Tubería PVC ø 1") \A1;Tubería de rebose PVC SDR-41 d 4´´ Colador N.A. de bronce \A1;Tubería de salida pvc clase 6 d 3´´ N.T. DETALLES EN CORTE 5 5 5 5 5 5 5 5 15.0 5 5 14.6 5 15.4 5 5 5 ARMADURA LOSA FONDO 5 \A1;H°C° Dos.1:3:3 50% Piedra desplazadora Tuberia PVC Clase 6 d 3´´ Vol. 900 m3 Tuberia PVC Clase 6 d 3'' \A1;Tubería de salida PVC Clase 6 d 3" 0.30 \A1;H°C° Dos.1:3:3 50% Piedra desplazadora \A1;H°C° Dos.1:3:3 50% Piedra desplazadora 0.20 0.50 0.20 \A1;Tubería de Ingreso pvc 3" clase-6 0.30 \A1;H°C° Dos.1:3:3 50% Piedra desplazadora Compuerta de 30x40 CAMARA ROMPE PRESION Esc. 1:20 Pte. 1% Pte. 1% \A1;Tubería de rebose PVC SDR-41 d 4'' Camara de salida \A1;muro de contencion hºcº 50% pd 1:3:3 A A B B 1 ø 6 c/20 2 ø 6 c/20 P2 P1 0+320 0+340 0+380 0+420 0+440 N=8118500 E=781800 N=8118400 E=781900 N=8118500 E=781900 BM4 N Tanque de Almacenamiento EMPLAZAMIENTO DEL TANQUE VISTA 3D DEL TANQUE Escala 1:25 DETALLE CAMARA DE INGRESO Escala 1:25 Escala 1:150 CORTE A-A Escala 1:150 Escala 1:150 CORTE B-B Escala 1:150 Escala 1:40 Escala 1:1000 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTANQUE DE ALMACENAMIENTO CAP. 900 M3

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, construction, DETAIL, details, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, m, plant, supply, tank, treatment plant, wasserversorgung, water, water tank