Subsistence Station Gasoline DWG Full Project for AutoCAD

Subsistence Station Gasoline DWG Full Project for AutoCAD

Project Fuel Subsistence station for heavy vehicles (foundations, electrical and civil works)

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

Npt, Npa, Shoe, dice, Npt, Concrete floor polished finish, Cm thick concrete base, Armed with rod c.a.c. both senses, concrete floor, rack, Fuel trap, Npt, Close-up lime steel pipe, Plant shoe, dice, No. Cm a.c., Longitudinal, Transverse, Plant shoe, Npt, Npa, Ndc, Shoe cut, Concrete f’c, Shoe, Concrete f’c, Armed with rod stirrups cm, Cm high, rack, Npt, Ndc, Nat, plant, raised, Concrete walls, Armed with rods, Stirrups cm, Angle frame, scale, Angle frame, Thick screed grid, Separation between, Pvc, Perimeter wall elevation, Ndc, scale, Concrete dala, Armed with var stirrups cm, Sealed red-brick wall, With mortar nozzles cm apparent two faces, Concrete cm top shot, Armed with var stirrups cm, Close-up lime steel pipe, expansion meeting, Reinforced concrete covers, Fuel trap, Concrete walls, Armed with rods cm, Npt, plant, raised, scale, Foundation plan, Vs. Cms., Log with grid cap, Cms., Mm bar, cut, scale, minimum, N.p.t., detail, Carbon steel, Grille cap, Type irving, Concrete pipe, angle of:, polished, Flattened, Wall of, concrete, Sercha from:, scale, scale, detail, Established minimum, To the top of the, The ground does not exceed, Calculated so that the load on, Notes:, Without this altering the slope, From the finished floor level, Will never be less cms., For drainage pipes, The depth of the excavation, The size of the foundation is, Hollow for electrical installation, unscaled, detail, scale, plant, pavement, minimum, Cms., Carbon steel, Irving cap, Mm bar, Angle of sole of, Cms., expansion meeting, anchored, In concrete, Angle of sole of, N.s. base, Lts., Supervault, Double wall, Ns.s.f, Foundation for mobile unit, Cms. Prof. Cms., Dimensions in meters., Vs. Cms., both senses, detail, Well of lands of, Vs., Cms., Silletas, Cms. in both ways, Armed with vs., Firm concrete, Of cms. of thickness, N.p.t, Fuel trap, plant, unscaled, blind cover, Polished, concrete, Cms., Vrs. each, scale, cut, diameter, Concrete pipe, Of the company, Concrete pipe, internal network, Concrete trap, expansion meeting, N.p.t., Reinforced concrete covers, Firm concrete, electrical installation, Dimensions in cms., Excavation for, unscaled, N.p.t., Conduit pipe, gravel, Galv. Ced., Metal duct of, Seal e’s, Conduit galv., Ced. seamless, Nipple all thread, thermomagnetic switch, Of amps. With cabinet, To overlap, N.p.t., Nipple all thread, In control room, Pipe switch, cut, control, force, For control force, Dimensions in cms., Box location, Base center, base, Sign in control house, center, load, board, control, Land network, Eys electrical, Type seal, Land network, Centrifuge, submersible, Conduit, control panel, Conduit, Unit wiring, relays, General board detail, control room, seals, Diesel selector, Inter. Emerg., Mushroom type button, Respect to the junction box, Red pilot light, top, Contactors, Yellow pilot light, Seal location, board, Of land, To network of, Electrode detail, of Earth., Mts. Long., Lts. of water, For each kilogram., Sodium bentonite, Sewage pipe, Of concrete., Copperweld rod, Towards ear, naked, Copper wire, In tank, Mechanical connector, kind, Concrete cover, armed., For base, Steel channel, For autotuning, Ground detail, Elevation of hazardous areas, The pipe is conduit galv. Ced. is, Earth are of copper with, Conductors of the mesh for connections, Explosion test, Naked cable, such as:, kind, Base of galvanized conduit. Ced. The receptacles, Device pins are equipped with, An element to connect to the ground conductor, The wiring is brand mty conductors. of the, Ground system connections for all, Structure of the, Suitable for different connect, Are bare wire with connectors, The ground connections of dispensary pumps are, With bare caliber cable, in meters, The general ground network, Electrical installations are explosion proof, Non-slip plate, Flexible cable, Supply pipe, Of dispensary product, Explosion proof box, Tank lomo, Nipple, identification card, Thick-walled diam., Metal rigid threaded pipe, unscaled, Eys electrical seal, boot, Seal with cement, Compound, Steel container, Submersible pump, sensor, Leak detector online, Power cables, Dispensing pumps, On platform, Interior registry, staple, lime. Awg., scale, Vent, Electric seal, Watts contact., Charge watts, Cir., Charge watts, Of h.p., Cabin lighting, Centri pump

Raw text data extracted from CAD file:

5.46 2.68 1.86 5.64 7.50 8.14 18.16 6.35 2.30 6.35 15.00 5.95 3.10 5.95 10.00 5.64 1.72 2.52 5.78 1.72 9.22 2.52 12.52 5.40 12.52 B A C E D 1 2 3 4 5 6 1 6 B A C E D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT 100.10 NPT 100.10 NPT 100.10 NPT 100.00 NPA 100.07 NPA 99.94 5 5 5 ZAPATA Z-1 ZAPATA Z-2 DADO D-4 DADO D-4 NPT 100.00 NPT 100.10 NPT 99.98 PISO DE CONCRETO ACABADO PULIDO INTEGRAL DE 15 CM DE ESPESOR A BASE DE CONCRETO F´C= 250 KG/CM2 ARMADO CON VARILLA #3 @ 25 CM C.A.C. AMBOS SENTIDOS PISO DE CONCRETO REJILLA REJILLA TRAMPA DE COMBUSTIBLES NPT 99.98 2´ 5´ 2´ 5´ F F 5 5 5 5 5 5 5 CERCA DE TUBO DE ACERO DE 3" CAL 18 (2.3 kg/m) 5 1.72 3.10 1.12 0.60 0.45 2.20 1.12 3.10 0.30 0.10 0.05 0.40 1.72 3.10 1.72 2.12 0.20 0.20 0.80 0.80 0.10 0.10 0.60 0.10 0.60 0.10 0.80 0.80 0.15 0.80 0.10 0.10 0.60 0.10 1.05 0.60 0.80 0.30 0.60 0.20 0.80 1.90 0.60 0.45 1.72 1.72 3.10 2 5 PLANTA ZAPATA Z-1 DADO D-4 C E 2 5 7 VARILLAS DEL No. 6 @ 26 CM C.A.C. 12 VARILLAS DEL No. 5 @ 26 CM C.A.C. LONGITUDINALES TRANSVERSALES PLANTA ZAPATA Z-2 5 5 5 5 5 5 5 5 NPT 100.10 NPA 100.00 NDC 99.65 5 5 5 5 E CORTE ZAPATA Z-1,Z-2 5 5 5 5 5 5 CONCRETO F'C = 250 KG/CM2 ZAPATA CONCRETO F'C = 250 KG/CM2 ARMADO CON VARILLA #6 Y ESTRIBOS #3 @ 30 CM PERALTE DE 30 CM 5 5 5 REJILLA 5 5 5 5 5 5 5 NPT 99.98 5 5 5 5 5 5 NDC 98.93 NAT 99.23 5 PLANTA ALZADO MUROS DE CONCRETO F´C = 250 KG/CM² ARMADA CON 8 VARILLAS #4 ESTRIBOS #3 @ 15 CM CONTRAMARCO DE ANGULO : 2 " X 2" X 1/4" 5 ESCALA 1:25 ESCALA 1:25 ESCALA 1:25 ESCALA 1:25 ESCALA 1:10 ESCALA 1:10 5 MARCO DE ANGULO : 1 1/2" X 1 1/2" X 1/4" REJILLA DE SOLERA DE 1 1/2" X 1/4" ESPESOR SEPARACION ENTRE SOLERAS DE 1/2" PVC 6" ALZADO MURO PERIMETRAL NDC 99.94 NDC 100.00 NDC 100.07 5 5 5 5 5 ESCALA 1:25 DALA 40 X 20 DE CONCRETO F´C= 250 kg/cm² ARMADA CON 4 VAR #3, ESTRIBOS #2 @ 20 CM MURO DE TABIQUE ROJO RECOCIDO 6X13X27 ASENTADO CON MORTERO 1:5 BOQUILLAS DE 1 CM APARENTE DOS CARAS DALA DE REMATE DE 20 X 13 CM DE CONCRETO F´C= 250 kg/cm² ARMADA CON 4 VAR #3, ESTRIBOS #2 @ 20 CM CERCA DE TUBO DE ACERO DE 3" CAL 18 (2.3 kg/m) 5 5 5 5 5 0.15 1.02 0.82 0.15 0.15 0.80 0.10 0.80 0.15 2.00 1.85 2.00 0.15 0.80 0.15 1.10 0.25 0.60 0.25 1.10 0.15 0.80 0.10 0.80 0.15 2.00 0.25 0.60 0.30 0.60 0.25 JUNTA DE EXPANSION TAPAS DE CONCRETO ARMADO TRAMPA DE COMBUSTIBLES MUROS DE CONCRETO F´C = 250 KG/CM² ARMADA CON VARILLAS # 3 @15 CM NPT 100.00 NPT 98.98 NPT 98.00 NPT 98.40 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 5 PLANTA ALZADO ESCALA 1:10 ESCALA 1:10 1.72 1.38 1.72 3.10 4.78 0.60 0.45 2.20 2.20 0.20 3.00 0.08 0.85 0.80 3.10 1.72 20 0.60 0.40 1.42 12.50 9.00 1.00 8.00 4.05 4.05 200 110 60 60 10 10 10 10 15 25 60 10 10 25 25 30 25 2.00 2.00 30 30 15 PLANO DE CIMENTACION 11 VS. # 5 @ 26 CMS. 0.60 REGISTRO CON TAPA DE REJILLA (No 4) @ 30 CMS. BARRA DE 12.7 mm 0.60 0.10 CORTE C-C ESCALA 1:25 MINIMO N.P.T. DETALLE 1 DE ACERO AL CARBON TAPA DE REJILLA TIPO IRVING 1 1/2" X 1 1/2" X 3/8" d 6" TUBO DE CONCRETO ANGULO DE: PULIDO 0.80 APLANADO MURO DE CONCRETO CEM-ARE. SERCHA DE: 1 1/2" X 3/8" D-2 0.40 ESCALA 1:50 P L A N T A ESCALA 1:10 DETALLE 1 MINIMA ESTABLECIDA (2 % PENDIENTE) HASTA LA PARTE SUPERIOR DEL TUBO, EL TERRENO NO EXCEDA A 0.5 KG./CM2 CALCULADO PARA QUE LA CARGA SOBRE NOTAS: SIN QUE ESTO ALTERE LA PENDIENTE DESDE EL NIVEL DE PISO TERMINADO NUNCA SERA MENOR A 60 CMS. PARA LAS TUBERIAS DE DRENAJE LA PROFUNDIDAD DE LA EXCAVACION EL TAMAÑO DE LA CIMENTACION ESTA D-2 HUECO PARA INSTALACION ELECTRICA 0.45 0.60 0.10 C 0.60 0.10 C 0.40 SIN ESCALA DETALLE 1 ESCALA 1:25 PLANTA 20 15 PAVIMENTO MINIMO 5 CMS. DE ACERO AL CARBON TAPA DE REJILLA TIPO IRVING 2" X 2" X 3/8" BARRA DE 12.7 mm ANGULO DE SOLERA DE (No 4) @ 30 CMS. JUNTA DE EXPANSION 1" X 1" X 1/8" ANCLADO EN EL CONCRETO ANGULO DE SOLERA DE 0.10 5 1.38 5 5 4.78 2.20 2.20 N.S. BASE +0.05 N.S. BASE +0.05 5 3.00 30,000 LTS. SUPERVAULT DOBLE PARED 0.08 N.S.F 0.00 (CORTE) CIMENTACION PARA UNIDAD MOVIL CMS. d, PROF. 80 CMS. ACOTACIONES EN MTS. D-4 0.85 VS. 3/8" @ 30 CMS. AMBOS SENTIDOS 0.80 3.10 5 DETALLE 1 D-4 POZO DE TIERRAS DE 20 6 VS. # 4 @ 26 CMS. SILLETAS 5 12.50 9.00 1.00 8.00 4.05 4.05 @ 25 CMS. EN AMBOS SENTIDOS ARMADO CON VS. 3/8" d F'c= 250 kg/cm2 FIRME DE CONCRETO DE 15 CMS. DE ESPESOR N.P.T 0.08 N.P.T 0.00 N.P.T 0.13 N.P.T 0.08 N.P.T 0.00 N.P.T 0.00 N.P.T 0.13 200 110 60 60 10 10 10 10 15 25 60 10 10 25 25 A A' TRAMPA DE COMBUSTIBLES PLANTA SIN ESCALA TAPA CIEGA TAPA CIEGA 30 25 2.00 f'c= 200 KG/CM2 CEM-ARE. APLANADO PULIDO CONCRETO 2.00 15 CMS. VRS. # 3 A CADA ESCALA 1:25 CORTE A-A' 6" DIAMETRO TUBO DE CONCRETO DE LA EMPRESA TUBO DE CONCRETO d 6" A RED INTERNA TRAMPA DE CONCRETO 30 30 15 JUNTA DE EXPANSION N.P.T. TAPAS DE CONCRETO ARMADO 69.469 102.808 32.513 R10 29.258 60.439 25.298 8.472 23.098 43.842 7.3 18.15 43.445 38.214 11.713 32.245 30.441 20 20 29.441 26.103 64.506 22.332 16.998 10.306 19.874 9 12.506 9.002 2 28.244 7.73 9.64 10 6.144 8.268 103.055 R20 R8.2 R2 R9.846 R2.909 12.417 7.57 4.06 6 35.54 5.74 12.569 9.223 R8 R8 R14.8 1 1 R20.329 R2 R12.55 R2 R8 R3 R12 253.007 112.94 0.505 0.305 10 6.717 18 4.181 5.739 R2 R2 R4 R15 R3.7 R11.301 R15 R7.2 R4.2 1 1 3.5 3.196 10.4 6 10 31.15 6.53 12.71 7.15 49.42 20 (PISO TERMINADO) FIRME DE CONCRETO INSTALACION ELECTRICA ACOTACIONES EN CMS. EXCAVACION PARA SIN ESCALA N.P.T. TUBERIA CONDUIT GRAVILLA GALV. CED. 40 DUCTO METALICO DE 4 X 4 " SELLO EY'S TUBO CONDUIT GALV. CED. 40 SIN COSTURA d 1 1/4" NIPLE TODO ROSCA d 1 1/4" INTERRUPTOR TERMOMAGNETICO DE 3 X 70 AMPS. CON GABINETE PARA SOBREPONER N.P.T. M U R O d 1 1/4" NIPLE TODO ROSCA EN CUARTO DE CONTROL INTERRUPTOR Y TUBERIAS CORTE B-B' 1 1/4" d CONTROL FUERZA PARA FUERZA Y CONTROL ACOTACIONES EN CMS. UBICACION DE CAJAS CENTRO DE BASE 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 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 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 5 5 5 BASE FIRME EN CASETA DE CONTROL CENTRO DE CARGA TABLERO DE CONTROL A RED DE TIERRAS ELECTRICOS ( EYS ) SELLO TIPO "EYS" A RED DE TIERRAS 1.-DISPENSARIO 3.-BOMBA CENTRIFUGA 6.-BOMBA SUMERGIBLE 1 CONDUIT 3/4" 1 CONDUIT 3/4" 3 # 12 4 # 10 TABLERO DE CONTROL 1 CONDUIT 3/4" CABLEADO DE LA UNIDAD (INTERIOR) 7 # 14 RELEVADORES DETALLE DE TABLERO GENERAL A ( CUARTO DE CONTROL ) SELLOS SELECTOR DIESEL INTER. EMERG. BOTON TIPO HONGO RESPECTO A LA CAJA DE CONEXIONES LUZ PILOTO ROJA TAPA CONTACTORES * * LUZ PILOTO AMARILLA LOCALIZACION DEL SELLO TABLERO A DE TIERRAS HACIA RED DE DETALLE DE ELECTRODO DE TIERRA. 5/8" X 3 MTS. DE LONG. PROP.1.6 Lts. DE AGUA POR CADA KILOGRAMO. BENTONITA SODICA TUBO ALBAÑAL DE CONCRETO. VARILLA COPPERWELD HACIA OREJA DESNUDO (4/0 AWG) CABLE DE COBRE EN TANQUE CONECTOR MECANICO TIPO "GAR". TAPA DE CONCRETO ARMADO. PARA BASE CANAL DE ACERO PARA AUTOTANQUE DETALLE DE TIERRA ELEVACION DE AREAS PELIGROSAS 2.-TODA LA TUBERIA ES CONDUIT GALV. CED. 40, ES A TIERRA SON DE COBRE CON CALIBRE DE 107.2 MM2 1.-LOS CONDUCTORES DE LA MALLA PARA LAS CONEXIONES A PRUEBA DE EXPLOSION ( CABLE DESNUDO 4/0 AWG) TALES COMO: TIPO THW-LS-90° A BASE DE TUBO CONDUIT GALV. CED. 40, LOS RECEPTACULOS Y CLAVIJAS DE LOS APARATOS O INSTRUMENTOS, CUENTAN CON UN ELEMENTO PARA CONECTARSE AL CONDUCTOR TIERRA 5.-TODO EL CABLEADO ES DE LAS MARCA CONDUCTORES MTY. DEL 4.-LAS CONEXIONES DE SISTEMA DE TIERRA PARA TODOS LOS ESTRUCTURA DEL EDIFICIO,CUBIERTA METALICA, AUTOTANQUES, APROPIADOS PARA DIFERENTES EQUIPOS,QUE SE CONECTAN CASOS, SON DE CABLE DESNUDO SUAVE, CON CONECTORES LAS CONEXIONES A TIERRA DE DISPENSARIOS Y BOMBAS SON CON CABLE DESNUDO CALIBRE 2 (AWG) 6.-ACOTACIONES EN METROS A LA RED GENERAL DE TIERRA 3.-LAS INSTALACIONES ELECTRICAS SON A PRUEBA DE EXPLOSION PLACA ANTIDERRAPANTE CABLE FLEXIBLE TUBERIA PARA SUMINISTRO DE PRODUCTO A DISPENSARIO CAJA A PRUEBA DE EXPLOSION LOMO DE TANQUE NIPLE DE 4'' CEDULA 40 DE PARED GRUESA 3/4" DIAM. DUCTO RIGIDO METALICO ROSCADO SIN ESCALA SELLO ELECTRICO ( EYS ) BOTA 3/4" d SELLAR CON CEMENTO COMPOUND CONTENEDOR DE ACERO BOMBA SUMERGIBLE 2" d SENSOR DETECTOR DE FUGA EN LINEA CABLES ALIMENTADORES A BOMBAS O DISPENSARIOS EN PLATAFORMA REGISTRO INTERIOR GRAPA 3/16" CAL. 2 AWG. ESCALA 1:100 N O T A S VENTEO SELLO ELECTRICO "EYS" 1 CONTACTO DE 200 WATTS. CARGA A= 1,502 WATTS 1 7 9 5 3 13 11 CIR. CARGA B= 1,458 WATTS CARGA C= 1,522 WATTS 742 1 150 200 742 742 DE 3 H.P. ILUMINACION EN CABINA BOMBA CENTRIFUGA 3X20 280 280 15 7 8 2 10 6 9 11 4 3 5 2X15 CARGA ARTICULO CARGA TABLERO A A INT. B C INT. 2 14 8 12 10 6 4 BOMBA SUMERGIBLE 3/4 H.P CIR. ARTICULO 15 2 LAMPARAS DE 2X39 WATTS. 16 15 330 DESBALANCEO DE CARGAS= 4 % TANQUE SUPERVAULT CAPACIDAD 30,000 LTS. CONTROL DE CUARTO DIESEL DIESEL INTERRUPTOR TERMOMAG. DE 3x70 AMP. SENSOR AS CENTRO DE CARGA POZO DE TIERRAS CLASE I DIVISION 1 CANALIZACION ELECTRICA AUTOSTIK (CONSOLA DE MONITOREO) TABLERO DE CONTROL CLASE I DIVISION 2 DISPENSARIO SENCILLO R TRAMPA DE COMBUSTIBLES REGISTRO CON TAPA CIEGA VENTEOS REGISTRO CON TAPA DE REJILLA A C B CONCRETO HIDRAULICO CISTERNA PAVIMENTO ASFALTICO RED DE TIERRAS INTERRUPTOR DE EMERGENCIA AREA DE COCRETO ARMADO SIMBOLOGIA AREA DE DESPACHO ESCALA 1:75 GASOLINA GASOLINA DISPENSARIO 1 1.-DISPENSARIO 7 # 14 1 CONDUIT 3/4" 12 15 280 280 2X15 156 15 15 BOMBA SUMERGIBLE 3/4 H.P 330 DISPENSARIO 2 SELECTOR MAGNA * LUZ PILOTO VERDE CONEXION ATORNILLABLE CONEXION ATORNILLABLE A POZO DE TIERRAS A BASE DE TANQUE COBRE CAL. 2 AWG. CABLE DESNUDO CABLE DE COBRE CAL. 2 AWG. BOMBA SUMERGIBLE CIR. 1,3 BOMBA SUMERGIBLE CIR. 2,4 DISPENSARIO 2 CIR. 12 CIR. 11 DISPENSARIO 2 BOMBA CENTRIFUGA CIRCUITOS 5,7,9 ILUMINACION EN CABINA CIR. 6 1-10 2-10 1-8 DE LA UNIDAD DIAGRAMA UNIFILAR SUMERG. BOMBA DISP. FUERZA ACOMETIDA UNIDAD DE INTERR. CAJA DE DE CARGA CENTRO CONTROL TABLERO CAJA DE BOMBA SUMERG. DISP. ILUMINA. CABINA LAMPARAS CTO. CONTROL ILUMINA. CABINA 24 B B' 2.05 2.05 4.75 3.00 4.75 9.00 12.50 5.93 1.52 7.45 3.00 0.30 0.25 0.25 0.42 0.93 90 CMS. 1.25 15 15.5 15.5 20.5 30 20 32 0.30 3.00 2.00 4.10 0.50 3.00 1.46 0.50 0.25 50 15 10 15 25

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, civil, digester, DWG, electrical, foundations, fuel, full, gas, gasoline, griffin, heavy, kläranlage, pipeline, Project, Station, tank, treatment plant, Vehicles, works