Glp Service Station DWG Block for AutoCAD

Glp Service Station DWG Block for AutoCAD

GLP Public sale in Service stations

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

npt, income, for muni, in the future, are not part of the present project, gnv facilities in the future, not part of the present project, existing services station, czartntla, architecture: distribution, architectural design, sale to the public of glp in , collaboration :, type :, description :, project :, file :, cad :, date :, professional :, owner :, scale :, location :, sheet :, deposit, lockers, vest., comb. liquids, dispenser, of glp, glp, transfer point, current to be demolished, sidewalk profile, and lighting, ventilation duct, hall, projection of buried tanks, measurement, vapor recovery, remote discharge, shg, post and lines, existing electric, shad, shav, to demolish, existing building, demolish, house to, to cancel, artesian well, night, consignment, strong, cash, proy. lightened slab, t.glp, t.b., t.a., t.g., vent duct, elect. group, comp., proy. cistern, s.h., air, water, s.h.m., s.h.h., camera, service gnv, cto. maq., ramp, property limit, limit prop. after affectation, withdrawal, path, exit, island profile, painted zebra crossings, cto. boards, pump, second floor, lubricants, mini-market, commercial, local, management, administration, warehouse, electric, sub station, maneuvers, yard, tank projection for, buried vertically, concrete wall, suction explosion e , corken surface pump, defense, tank area, buried glp, protection mesh, av. the star

Raw text data extracted from CAD file:

±0.00 N.P.T. INGRESO \A1;5.80 \A1;7.71 \A1;2.50 \A1;6.25 \A1;2.50 \A1;3.00 \A1;3.00 \A1;.16 \A1;.88 \A1;3.33 \A1;4.15 \A1;.15 \A1;.23 \A1;5.00 \A1;.15 \A1;9.91 \A1;.09 \A1;.15 \A1;.15 \A1;6.36 \A1;1.98 \A1;6.36 \A1;5.17 \A1;.15 \A1;8.07 \A1;9.45 \A1;26.67 \A1;3.50 \A1;.15 \A1;.15 \A1;2.05 \A1;.17 \A1;10.50 \A1;3.71 \A1;1.60 \A1;.15 \A1;.15 \A1;2.30 \A1;.15 \A1;.80 \A1;5.56 \A1;7.50 \A1;.80 \A1;7.50 \A1;2.50 \A1;8.28 \A1;7.50 \A1;5.39 \A1;8.49 \A1;28.52 \A1;11.31 \A1;2.20 \A1;55.91 \A1;2.00 \A1;4.60 \A1;8.49 \A1;17.21 \A1;11.31 \A1;1.46 \A1;3.45 \A1;5.80 \A1;12.30 \A1;7.00 \A1;6.00 \A1;.15 \A1;12.06 \A1;.80 \A1;7.00 \A1;1.00 \A1;5.00 \A1;5.41 \A1;5.82 \A1;.15 \A1;.15 \A1;5.67 \A1;3.00 \A1;2.46 \A1;3.00 \A1;.15 \A1;3.24 \A1;.15 \A1;6.60 \A1;18.90 \A1;.15 \A1;1.10 \A1;.23 \A1;.39 \A1;4.38 \A1;.15 \A1;1.99 \A1;1.80 \A1;.09 \A1;.58 \A1;.40 \A1;.80 \A1;8.18 \A1;.80 \A1;8.18 \A1;2.69 \A1;7.37 \A1;1.29 \A1;5.41 \A1;15.27 \A1;6.86 \A1;7.14 \A1;.88 \A1;7.30 \A1;.55 \A1;.38 \A1;6.52 \A1;9.83 \A1;.15 \A1;1.00 \A1;1.74 \A1;12.17 \A1;15.27 \A1;.11 \A1;17.60 \A1;.11 \A1;3.35 \A1;2.00 \A1;1.22 \A1;2.10 \A1;37.31 \A1;8.00 \A1;6.00 \A1;8.00 \A1;6.00 PARA MUNI 5 A A E1 AV. NICOLAS AYLLON (EX PISTA LIMA CHOSICA) A FUTURO NO FORMAN PARTE DEL PRESENTE PROYECTO INSTALACIONES DE GNV A FUTURO NO FORMA PARTE DEL PRESENTE PROYECTO ISLA Nº 5 - GNV A FUTURO NO FORMA PARTE DEL PRESENTE PROYECTO ISLA Nº 4 - GNV A FUTURO 5 ESTACION DE SERVICIOS EXISTENTE 1:100 CZARTNTLA AGOSTO 2,009 ARQUITECTURA : DISTRIBUCION DISEÑO ARQUITECTONICO VENTA AL PUBLICO DE GLP EN AMPLIACION / MODIFICACION PARA A-01 COLABORACION: TIPO: DESCRIPCION: PROYECTO: ARCHIVO: CAD: FECHA: PROFESIONAL: PROPIETARIO: ESCALA: UBICACION: LAMINA: 5 5 5 5 +0.15 DEPOSITO LOCKERS +0.15 VEST. 5 5 5 5 5 5 5 5 5 5 COMB. LIQUIDOS DISPENSADOR h=1.00mts. DEFENSA d6" 84/90/97 DE GLP DE GLP DISPENSADOR DISPENSADOR h=1.00mts. DEFENSA d6" GLP GLP 5 5 DE GLP PUNTO DE TRANFERENCIA IMPULSION 7.5HP C/AMARILLO TRANSITO SARDINEL e=0.15 ACTUAL A DEMOLER PERFIL DE VEREDA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E ILUMINACION DUCTO DE VENTILACION 5 VENTILACION d2" HALL CAP.=4,000GLNS. GAS 84 CAP.=6,000GLNS. GAS 90 GAS 97 CAP.=2,000GLNS. d4" d4" d4" TK. Nº4 TK. Nº3 TK. Nº1 TK. Nº1 CAP.=6,000GLNS. DIESEL 2 CAP.=6,000GLNS. DIESEL 2 PROYECCION DE TANQUES ENTERRADOS 5 MEDICION MEDICION MEDICION RECUPERACION DE VAPOR GASOLINAS d4" DESCARGA REMOTA d4" BS4 BS3 BS2 BS1 S.H.G. h=1.00mts. DEFENSA d6" h=1.00mts. DEFENSA d6" h=1.00mts. DEFENSA d6" 5 5 5 5 5 5 5 5 5 5 ISLA Nº7 D2/90/84 5 5 COMB. LIQUIDOS DISPENSADOR COMB. LIQUIDOS DISPENSADOR COMB. LIQUIDOS DISPENSADOR PROYECCION DE TECHO NUEVO CANOPY (26.50 x 7.00) ISLA Nº9 ISLA Nº8 POSTE Y LINEAS ELECTRICAS EXISTENTES 5 5 5 5 S.H.A.D. S.H.A.V. ESCALA 1:100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A DEMOLER EDIFICACION EXISTENTE DEMOLER CASETA A A ANULAR POZO ARTESIANO NOCTURNA CONSIGNACION FUERTE CAJA PROY. LOSA ALIGERADA T.GLP T.B. T.A. T.G. AGUA 1HP 5 DUCTO VENT. GRUPO ELECT. CAP. 20m3 COMP. PROY. DE CISTERNA ±0.00 +0.15 +4.00 +4.00 +4.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S.H. AIRE AGUA 22 21 20 19 18 17 16 15 12 11 13 14 10 9 8 7 6 5 4 3 2 3 2 1 +0.15 +0.15 +0.15 S.H.M. S.H.H. 5 5 5 CAMARA DE SERVICIO GNV 5 5 5 5 5 5 CTO. MAQ. +0.15 h=1.00mts. DEFENSA d6" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RAMPA S=2.5% INGRESO LIMITE DE PROPIEDAD RAMPA S=7.5% +0.15 LIMITE DE PROPIEDAD LIMITE PROP. DESPUES DE AFECTACION RETIRO VEREDA 5 LIMITE PROP. DESPUES DE AFECTACION S=2.5% SALIDA 5 5 RAMPA RAMPA S=7.5% +0.15 RAMPA S=7.5% RAMPA S=7.5% RETIRO A DEMOLER PERFIL DE ISLA RETIRO +0.15 VEREDA C/AMARILLO TRANSITO SARDINEL e=0.15 5 5 5 5 5 C/AMARILLO TRANSITO SARDINEL e=0.15 RAMPA S=7.5% RAMPA S=2.5% SALIDA RAMPA S=2.5% INGRESO PASOS DE CEBRA PINTADOS C/AMARILLO TRANSITO C/AMARILLO TRANSITO PASOS DE CEBRA PINTADOS PERFIL DE ISLA A DEMOLER A DEMOLER PERFIL DE ISLA ISLA Nº6 ISLA Nº3 ISLA Nº2 ISLA Nº1 C/AMARILLO TRANSITO SARDINEL e=0.15 RAMPA S=7.5% ±0.00 +0.15 RETIRO RAMPA S=7.5% RAMPA S=7.5% COMB. LIQUIDOS COMB. LIQUIDOS DISPENSADOR DISPENSADOR h=1.00mts. DEFENSA d6" h=1.00mts. DEFENSA d6" PROYECCION DE TECHO NUEVO CANOPY (28.50 x 15.30) 5 CTO. TABLEROS BOMBA DE 5HP G.E. 10Kw. SEGUNDO PISO LUBRICANTES MINI-MARKET COMERCIAL LOCAL GERENCIA ADMINISTRACION ALMACEN ELECTRICA SUB ESTACION D2/84/90 D2/D2 D2/D2 D2/D2 5 5 5 VEREDA VEREDA MANIOBRAS PATIO DE MANIOBRAS PATIO DE GLP (CAP. 3,500 GLNS.) PROYECCION DE TANQUE PARA ENTERRADO VERTICALMENTE ARMADO h=0.80 m MURO DE CONCRETO ANTIEXPLOSIVA DE SUCCION E BOMBA DE SUPERFICIE CORKEN FE d4" DEFENSA h=1.00mt. (Cap. 3,500 Glns.) ZONA DE TANQUE ENTERRADO DE GLP MALLA DE PROTECCION PARA TANQUE h=1.75mts. AV. LA ESTRELLA AREA DE OTROS USOS = 920.90 m2

Language	Spanish
Drawing Type	Block
Category	Gas & Service Stations
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, block, dispenser, DWG, glp, PUBLIC, sale, service, service station, Station, Stations