Partially Buried Tank Of 30 M3 DWG Plan for AutoCAD

Partially Buried Tank Of 30 M3 DWG Plan for AutoCAD

Plan views, cut, profile, construction details, metric calculations, return arm

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

level, cartoonist:, location:, designer:, date:, code:, scale:, Indicated, reviewed:, Plan n., Bolivian republic, Tank half-buried, Of cyclopean concrete, For cubic meters, cartoonist:, location:, designer:, date:, code:, scale:, Indicated, reviewed:, Plan n., Bolivian republic, Tank half-buried, Of cyclopean concrete, For cubic meters, Pte., Total, Dist., Pos., scheme, partial, Lengths, Cant, Iron sheet, Weight t., total, Pos, entry, departure, Alternative single chamber for inlet pipes outlet, Minimum overflow to the point of discharge: a commercial larger than that of the, departure, sewer system, Hc, Hada, Pte., entry, chamfer, Stone flouncing, Similar asphalt board, N.a., Input, Materials sheet, bag, cement, stone, Common sand, gravel, Cant, Unid., description, code, Plant esc, Armor s, Armor, Cut cut, Hc, Metric form, Hada, Cant, Unid., description, Hoc, Exterior plaster, code, Stone flouncing, Overflow cleaning line, Hc, Hc, Waterproof interior plaster, Excavation for structures, Detail metal cover esc, hinge, Puller, Sanitary tank esc., Puller, Hinges, Puller, N.a., Waterproofing additive, ventilation, sewer system, cleaning, Overflow, departure, entry, Location, Pza, Hexagonal nipple fg, Pipe fg, Millimeter mesh, Pvc drainage pipe, Tee fg, Elbow fg, Pza, Universal union fg, Pza, Accessories sheet, Pvc adapter, detail, Bypass valve, quantity, Pza, unity, In, Elbow fg, Pza, Pipe fg, Bypass valve, Strainer, Pza, Hexagonal nipple fg, Universal union fg, Pza, Pvc adapter, Pza, Pipe fg, Pza, Bypass valve, Elbow fg, Pza, Hexagonal nipple fg, Universal union fg, Pza, Tee fg, Pza, Pvc adapter, Pza, Pvc pipe fg, insurance, Lock, Pza, Sanitary metal cap, metal lid, Pza, Ref., Service overload, Technical design conditions, Bearing capacity of soil, Concrete resistance, Steel resistance ah, Dosing hua, Dosing hoc, Dosing hºsº, characteristics, value, Coating slabs, Wall coating, P.S, cartoonist:, location:, designer:, date:, code:, scale:, Indicated, reviewed:, Plan n., Bolivian republic, Tank half-buried, Of cyclopean concrete, For cubic meters

Raw text data extracted from CAD file:

NIVEL \A1;3.60 \A1;4.20 \A1;4.80 \A1;6.80 \A1;6.20 \A1;4.80 \A1;6.80 \A1;6.20 \A1;1.60 \A1;0.60 \A1;2.00 \A1;4.80 \A1;0.90 \A1;0.90 \A1;0.70 \A1;4.20 \A1;4.20 \A1;4.20 \A1;0.70 \A1;0.90 \A1;0.30 \A1;1.60 \A1;2.95 \A1;0.90 \A1;1.65 \A1;0.30 \A1;4.80 \A1;0.60 \A1;0.60 \A1;4.80 \A1;4.20 \A1;0.90 \A1;0.10 \A1;0.10 \A1;0.70 \A1;0.30 \A1;0.1 \A1;0.12 \A1;0.20 \A1;0.12 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.30 \A1;1.00 \A1;0.12 \A1;0.12 \A1;0.80 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.05 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.80 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.90 \A1;0.90 \A1;0.80 \A1;1.85 DIBUJANTE: LOCALIDAD: PROYECTISTA: FECHA: CODIGO: ESCALA: INDICADA REVISADO: PLANO N. 2 DE 2 REPUBLICA DE BOLIVIA TANQUE SEMIENTERRADO DE HORMIGON CICLOPEO PARA 30 METROS CUBICOS PL-AP-09-05 DIBUJANTE: LOCALIDAD: PROYECTISTA: FECHA: CODIGO: ESCALA: INDICADA REVISADO: PLANO N. 1 DE 2 REPUBLICA DE BOLIVIA TANQUE SEMIENTERRADO DE HORMIGON CICLOPEO PARA 30 METROS CUBICOS PL-AP-09-05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Pte. 1% Pte. 1% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 7 20 21 22 26 TOTALES (mm) ø (m) DIST. POS. ESQUEMA PARCIAL LONGITUDES (m) d c a b CANT. PLANILLA DE FIERROS (kg) KG/M PESO T. TOTAL 180.92 1 2 3 4 5 6 0.36 0.20 0.30 0.15 0.36 0.30 4.92 4.25 4.85 0.36 3.98 3.95 2.72 0.10 0.10 4.15 2.83 0.26 4.75 3.85 0.05 24 8 0.05 42 8 8 8 4 10 8 8 24 4 0.05 0.05 0.05 0.05 0.95 0.95 118.08 178.50 15.92 3.60 116.40 15.80 0.40 0.40 0.40 0.40 0.40 0.40 47.23 71.40 6.37 1.44 6.32 46.56 POS 6 POS 6 POS 2 POS 1 POS 4 POS 3 POS 7 POS 2 POS 4 POS 1 POS 3 POS 5 POS 5 Entrada 5 5 5 Salida ALTERNATIVA DE UNA SOLA CAMARA PARA LAS TUBERIAS DE ENTRADA Y SALIDA Limpieza y rebose (Longitud mínima al punto de descarga: 4m; un ø comercial mayor que el ø de la tubería de ingreso). Salida 24 Drenaje HºCº HºCº HºAº HºAº Pte. 1% Entrada Chaflán Zampeado de piedra Cartón asfáltico o similar N.A. N.A. \A1;Cámara de entrada 25 PLANILLA DE MATERIALES Bolsa m3 m3 m3 Cemento Piedra Arena común Grava CANT. UNID. DESCRIPCION 145 17.14 17.40 14.29 Kg 20.50 CODIGO ET-MP-01 ET-MP-02-03-02 ET-MP-02-01 ET-MP-02-02 PLANTA ESC 1:40 ARMADURA LOSA TAPA ESC 1:40 ARMADURA LOSA FONDO ESC 1:40 CORTE A - A ESC 1:40 7 0.00 1.00 1.00 4 8 4.00 0.40 1.60 A A HºCº HºCº 0.30 0.1 0.12 0.20 0.12 0.10 0.30 0.30 0.30 0.10 0.30 0.30 5 ET-MP-08 PLANILLA DE COMPUTOS METRICOS m3 HºAº 1:2:3 CANT. UNID. DESCRIPCION 4.84 m3 HºCº 1:3:4 50% P.D. 29.09 m2 Revoque Exterior 81.84 m2 51.24 CODIGO ET-CO-09-04 ER-CO-09-05 ET-CO-12-02 ET-CO-12-01 m2 Zampeado de piedra 12.96 ET-AL-08 0.12 0.12 m3 60.21 ET-CO-04-01-02 23 24 24 Tubería de limpieza y rebose HºCº 27 0.80 0.10 24 25 27 HºCº 0.90 0.10 24 0.05 Revoque Interior impermeable Excavación para estructuras a a c a b a a a c d c d a a d d a a d a d a a b b DETALLE TAPA METALICA ESC 1:20 5 5 27 Bisagra d1/2" x 2" Jalador 27 0.70 0.10 0.10 25 TAPA SANITARIA - TANQUE ESC. 1:20 0.80 0.80 5 5 5 5 5 Jalador Bisagras Bisagras Jalador 5 5 5 26 26 25 0.80 N.A. 5 3 4 2 1 14 13 18 16 15 9 17 10 11 8 15 12 19 17 11 10 9 8 2 3 4 1 Aditivo impermeabilizante 1 1/2 1 1/2 1 1/2 Ventilación Drenaje limpieza Rebose y Salida Entrada UBICACION Pza Niple hexagonal FG Tubería FG Malla milimétrica Tubería PVC drenaje Tee FG Codo FG m2 Pza Pza Unión universal FG Pza Pza PLANILLA DE ACCESORIOS Adaptador PVC E-40 DETALLE Válvula de paso Br CANTIDAD Pza Pza UNIDAD 1 ø Pulg 1 2 2 1 1 1 2 1 0.20 0.60 Codo 90º FG Pza 2 Tubería FG m 2.00 Válvula de paso Br Colador Br Pza Niple hexagonal FG Unión universal FG Pza 2 2 Adaptador PVC E-40 Pza 1 Tubería FG m 2.00 Pza Pza Pza 2 1 Válvula de paso Br Codo 90º FG Pza Niple hexagonal FG Unión universal FG Pza 5 3 Tee FG Pza 1 Adaptador PVC E-40 Pza 1 Tubería PVC E-40 o FG m 4.00 m m 1 Seguro Candado Br. 3 Pza Tapa métalica sanitaria e=1/8" 0.80 x 0.80 Tapa métalica e=1/8" 0.90 x 0.90 Pza Pza 1 REF. 2 3 4 7 8 13 14 15 16 20 21 22 23 24 5 6 9 10 11 12 17 18 19 25 26 27 1 2 Sobrecarga de servicio CONDICIONES TECNICAS DE DISEÑO Capacidad portante del suelo Resistencia Hormigón H20 100 kg/m2 204 kg/cm2 1 Kg/cm2 Resistencia Acero AH 400 Dosificación HºAº Dosificación HºCº Dosificación HºSº Características Valor Recubrimiento losas Recubrimiento pared 1:2:3 1:3:3; 50% P.D 4080 kg/cm2 1:3 3 cm 3 cm 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 DIBUJANTE: LOCALIDAD: PROYECTISTA: FECHA: CODIGO: ESCALA: INDICADA REVISADO: PLANO N. 1 DE 2 REPUBLICA DE BOLIVIA TANQUE SEMIENTERRADO DE HORMIGON CICLOPEO PARA 30 METROS CUBICOS PL-AP-09-05

Language	Spanish
Drawing Type	Plan
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	arm, autocad, buried, calculations, construction, Cut, details, DWG, einrichtungen, facilities, gas, gesundheit, installation of water, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, metric, plan, profile, provision, return, tank, views, wasser bestimmung, water