Gas Station DWG Section for AutoCAD

Architectural plant – sections and elevations of Gas

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

supply, tank area, high flow, existing sidewalk, projected sidewalk, pee, construction line, projected cord, projected marginal street, existing cord, canopy, crown, existing retaining wall and gutter, vents, pit api, sign, wall present, tapial exitente, green area, ramp, call, collection booth, plymold, dai, quest chair, waste, office, convenience store, warehouse store, ssm, ssh, desv. m., s.s, freezers, cash machines, gondolas, cto. machines, canopy side elevation, sand, up, down, adjoining, perimeter retaining wall, sidewalk, boulevard of the army direction west sense, boulevard del ejercito east-west direction, central flowerbed, marginal street, flowerbed, construction line, parking, building projection, boundary, gutter, filling, baden, cross section cc axis, existing stone wall, natural terrain, cross section bb axis, cross section aa, level of sidewalk, parapet height, height of windows, store facade

Raw text data extracted from CAD file:

\W4.31925; 01 \W4.17640; 02 \W4.17640; 03 \W4.15259; 04 \W4.17640; 05 \W4.17640; 06 \W4.17640; 07 \W4.17640; 08 \W4.20021; 09 \W4.10497; 10 \W4.24783; 11 \W4.10497; 12 \W4.10497; 13 \W4.08116; 14 \W4.10497; 15 \W4.10497; 16 \W4.10497; 17 \W5.31221; rampa \W6.09793; 10% \W5.31221; rampa \W6.09793; 10% ABASTECIMIENTO AREA DE TANQUES ALTO FLUJO 5 5 5 5 5 1.406124315573834 ACERA EXISTENTE ACERA PROYECTADA 13.50 PT PT PEE PT PT LINEA DE CONSTRUCCION CORDON PROYECTADO ACERA PROYECTADA CALLE MARGINAL PROYECTADA CORDON PROYECTADO CORDON EXISTENTE CANOPY A=280.00m2 629.00 629.00 630.00 630.00 628.00 628.00 627.00 626.00 625.00 CORONA MURO DE CONTENCIÓN Y CANALETA EXISTENTES MURO DE CONTENCIÓN Y CANALETA EXISTENTES N=0+0.00 N=0+0.15 N=0-08 N=0-25 N=0+0.91 N=0+0.80 5 621.00 N=0+0.15 N=0+0.15 VENTEOS FOSA API 5 5 ROTULO P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 MURO EXITENTE TAPIAL EXITENTE AREA VERDE AREA VERDE 5 5.999999999825377 0.8000000026659109 0.8000000004540198 RAMPA RAMPA 5 6.245781603152864 5 5.000000002968591 2.499999999883585 5 5 12.11723466659896 CALL \A1;PROYECCIÓN DE CISTERNA \A1;32.64 \A1;25.94 \A1;R2.50 \A1;R2.50 \A1;R2.00 \A1;R2.00 \A1;27.50 \A1;R0.50 \A1;R0.50 \A1;R2.50 \A1;R2.50 \A1;21.73 \A1;2.00 \A1;2.00 \A1;4.00 \A1;7.00 \A1;8.00 \A1;6.00 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;3.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;3.50 \A1;5.00 \A1;5.00 \A1;11.50 \A1;4.85 \A1;0.20 \A1;0.90 \A1;5.95 \A1;5.05 \A1;4.00 \A1;4.00 \A1;8.00 N.P.T. 0.00 \A1;1.00 \A1;5.95 0.15 \A1;1.10 \A1;5.05 \A1;4.85 \A1;4.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;4.00 \A1;35.00 \A1;1.00 \A1;0.30 \A1;1.70 \A1;1.40 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.70 \A1;1.70 \A1;0.66 \A1;0.70 \A1;0.40 \A1;1.10 \A1;0.40 \A1;1.55 \A1;5.95 \A1;4.02 \A1;0.21 \A1;6.25 \A1;2.10 \A1;4.00 \A1;6.35 \A1;2.55 \A1;0.21 \A1;13.11 \A1;10.48 \A1;1.40 \A1;6.00 \A1;2.00 \A1;3.50 \A1;11.50 \A1;2.00 \A1;5.95 \A1;4.02 \A1;0.21 \A1;6.25 \A1;2.10 \A1;4.00 \A1;6.35 \A1;2.55 \A1;0.21 \A1;13.11 \A1;10.48 \A1;1.40 \A1;6.00 \A1;2.00 \A1;3.50 \A1;11.50 \A1;2.00 \A1;0.90 \A1;5.95 \A1;4.02 \A1;0.21 \A1;6.25 \A1;2.10 \A1;4.00 \A1;6.35 \A1;2.55 \A1;0.21 \A1;13.11 \A1;10.48 \A1;1.40 \A1;6.00 \A1;2.00 \A1;3.50 \A1;11.50 \A1;2.00 0.90 1.80 1.80 2.18 2.10 \A1;4.70 \A1;1.45 \A1;1.45 \A1;4.70 \A1;10.95 \A1;2.15 \A1;1.50 \A1;0.65 \A1;1.05 \A1;2.15 \A1;1.15 \A1;2.15 \A1;5.40 \A1;2.15 \A1;41.60 0.90 1.80 1.80 2.18 2.10 \A1;1.61 \A1;0.80 \A1;6.20 \A1;4.86 \A1;0.80 \A1;13.82 \A1;12.12 C1 CA CASETA DE COBRO C2 C3 C4 4.000000000291038 8.999999999987015 9.00000000005821 9.000000000058208 3.999999999767173 35.00000000011642 4.0 4.0 8.000000000116415 06A PLYMOLD DAI QUEST CHAIR \A1;1.41 PT 1 1' 2 2' 3 4 4' 5 6 7 8 9 10 11 4.699605408590287 1.450394592031292 1.449999999252851 4.700000000655931 10.94999999717527 2.150000003597523 1.500000003483425 5 1.050000066392084 2.150000000650554 1.150000000981066 2.149999999026736 5.399999999921647 41.59999998076297 DESECHOS A=4.30m2 OFICINA TIENDA DE CONVENIENCIA BODEGA TIENDA S.S.M S.S.H DESV. M. \W1.71429; DESV. \W3.04762; H. LOCAL 1 LOCAL 2 S.S S.S A=35.17m2 A=35.17m2 A=91.20m2 A=9.67m2 freezers cajeros aut. \W0.18284; comida rapida \W4.11141; caja gondolas gondolas gondolas A=17.65m2 N=0+0.15 A B D \T1.5;COMPRESOR CTO. MAQUINAS A=19.16m2 11 2.150000008341948 1.200000178901778 0.9993063024012372 0.9982163811801001 0.9993063024012372 1.203619956823532 5.800000001905019 6.0 1.999999998661224 3.150000000197902 1.500000239259341 A B C D 1.999999999534339 1.999999998492422 3.649999862869048 5.250000000345942 1.000000388983274 1.500000024973289 1.999999151690005 2.000010662670345 3.050000547187754 1.999999999186633 3.499994053211111 10.8000000010911 1.999999999924732 1.299999999904658 1.608419956565875 0.6500000000814907 1.999999999883585 1.0 2.000000000116415 1.149999999965075 1.999999999941792 1.000000000058208 2.000000000058208 1.449999999837019 3.200000000244472 5 2.000000000232831 5 3.400000000372529 1.700000000593718 1.600000000093132 1.749999569478625 0.9000004301954121 1.300000005227048 0.5999999999767169 5 1.000000075111743 5 5 2.030000001734585 2.0 0.8450000003608906 1.599999999569263 5 1.600000383448787 5 2.15000087811094 1.650000003428431 5.799999999665417 5 2.150000023712522 3.800000004284084 \A1;2.00 \A1;3.50 \A1;0.65 \A1;2.00 \A1;1.00 \A1;2.00 \A1;1.15 \A1;2.00 \A1;1.00 \A1;2.00 \A1;1.45 \A1;3.20 \A1;0.40 \A1;2.00 \A1;0.40 \A1;3.40 \A1;1.70 \A1;1.60 \A1;1.75 \A1;0.90 \A1;0.60 \A1;0.40 \A1;1.00 \A1;1.60 \A1;0.35 \A1;0.35 \A1;1.60 \A1;1.30 \A1;2.03 \A1;2.00 \A1;0.85 \A1;4.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;4.00 \A1;35.00 \A1;4.00 \A1;4.00 \A1;8.00 \A1;2.15 \A1;5.40 \A1;1.15 \A1;2.15 \A1;1.05 \A1;1.50 \A1;2.15 \A1;10.95 \A1;4.70 \A1;1.45 \A1;4.70 \A1;2.15 \A1;1.65 \A1;3.15 \A1;3.65 \A1;1.50 \A1;3.05 \A1;2.00 \A1;1.30 \A1;5.25 \A1;10.80 \A1;5.80 \A1;6.00 \A1;1.20 \A1;1.50 \A1;5.80 \A1;1.00 \A1;1.00 \A1;1.20 \A1;1.61 \A1;1.00 \A1;1.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.15 \A1;6.00 \A1;0.80 \A1;6.25 \A1;1.45 \A1;0.65 \A1;41.60 \A1;2.15 \A1;2.00 \A1;2.00 \A1;0.47 \A1;0.60 \A1;2.15 \A1;3.80 \A1;0.80 \A1;13.82 \A1;5.00 \A1;2.50 \A1;12.12 \A1;32.65 \A1;7.50 \A1;2.00 \A1;2.00 \A1;6.00 \A1;3.50 \A1;13.50 \A1;2.00 \A1;10.00 \A1;10.00 \A1;6.00 \A1;28.50 \A1;5.01 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 ELEVACION LATERAL DE CANOPY ESC. 1 : 75 ELEVACION LATERAL DE CANOPY ESC. 1 : 75 5 5 5 5 5 5 5 5 ARENA N.I.R.=0+0.76 sube baja N.I.R.=0-0.03 N.I.R.=0-1.41 N.I.R.=0-0.29 N.I.R.=0-0.23 N.I.R.=0-1.47 N.I.R.=0+0.93 N.I.R.=0+0.88 C-4 N.I.R.=0+0.56 N.I.R.=0+0.00 N.I.R.=0-1.21 S=25% S=25% S=6% S=8% A B C A B C 1 1 SECCION LONGITUDINAL EJE 1-1 ESC. 1 : 100 5 5 5 5 5 5 5 5 5 5 C-1 C-2 C-3 C-4 5 5 177 624.924 COLINDANTE MURO M-1 #3 @ 0.25 5 \A1;d 5/8" #3 @ 0.25 5 5 5 #4 @ 0.40 5 5 5 5 ESCALA 1:50 5 5 5 SUELO CEMENTO EN UNA PROPORCION 20:1 EN VOLUMEN ADECUADAMENTE COMPACTADO EN UN ESPESOR MINIMO DE 0.30mts 5 ESTRATO DE SUELO NATURAL CAPACIDAD PORTANTE DE SUELO N > 20 A REVISAR EN EL SITIO POR EL TECNICO DE LABORATORIO DE SUELOS SC 0.70 5 \A1;d 1/2" \A1;d 1/2" 5 MURO DE CONTENCIÓN PERIMETRAL N=0+0.00 5 5 5 5 5 5 5 5 ACERA BOULEVARD DEL EJERCITO SENTIDO PONIENTE-ORIENTE BOULEVARD DEL EJERCITO SENTIDO ORIENTE-PONIENTE 5 ACERA ARRIATE CENTRAL CALLE MARGINAL 5 5 5 5 5 5 5 5 ARRIATE LÍNEA DE CONSTRUCCIÓN ACERA ARRIATE CANOPY ESTACIONAMIENTO PROYECCION DE EDIFICIO LINDERO LINDERO ACERA S=6% S=1% S=1% CANALETA N=0+0.00 N=0+0.15 N=0+0.80 RELLENO BADEN S=1% S=25% RAMPA LINDERO SECCION TRANSVERSAL EJE C-C ESC. 1 : 150 N=0+0.91 MURO DE CONTECIÓN EXISTENTE DE PIEDRA 627.823 COLINDANTE 5 5 5 5 5 5 5 5 ACERA BOULEVARD DEL EJERCITO SENTIDO PONIENTE-ORIENTE BOULEVARD DEL EJERCITO SENTIDO ORIENTE-PONIENTE 5 ACERA ARRIATE CENTRAL CALLE MARGINAL 5 5 5 5 5 5 5 5 ARRIATE LÍNEA DE CONSTRUCCIÓN ACERA ARRIATE AREA DE TANQUES CANOPY ESTACIONAMIENTO PROYECCION DE EDIFICIO LINDERO LINDERO ACERA S=1% S=1% S=1% CANALETA N=0+0.00 N=0+0.15 N=0-0.08 N=0-0.25 TERRENO NATURAL RELLENO BADEN S=1% SECCION TRANSVERSAL EJE B-B ESC. 1 : 100 MURO DE CONTECIÓN EXISTENTE DE PIEDRA 627.823 COLINDANTE N=0-0.25 5 5 5 5 5 5 5 5 5 ACERA BOULEVARD DEL EJERCITO SENTIDO PONIENTE-ORIENTE BOULEVARD DEL EJERCITO SENTIDO ORIENTE-PONIENTE 5 ACERA ARRIATE CENTRAL CALLE MARGINAL 5 5 5 5 5 5 5 5 ARRIATE LÍNEA DE CONSTRUCCIÓN ACERA ARRIATE ESTACIONAMIENTO PROYECCION DE EDIFICIO LINDERO LINDERO ACERA S=6% S=1% CANALETA N=0+0.15 N=0-1.41 N=0-0.25 RELLENO BADEN ACERA ARRIATE LINDERO SECCION TRANSVERSAL A-A ESC. 1 : 100 S=1% S=1% MURO DE CONTECIÓN EXISTENTE DE PIEDRA NIVEL DE ACERA 0.15m ALTURA DE PARAPETO 4.50 m ALTURA DE VENTANAS 2.50 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FACHADA DE TIENDA ESC. 1 : 100 1 1' 2 2' 3 4 4' 5 6 7 8 9 10 11 11 NIVEL DE ACERA 624.924 COLINDANTE 620.259 COLINDANTE ALTURA DE PARAPETO 4.50 m ALTURA DE VENTANAS 2.50 m 5 5 5 5 5 5 S=25% RAMPA 5 5 5 5 N=0-1.21 N=0-1.47 N=0-0.03 N=0+0.76 N=0+0.56 5 5

Language	Spanish
Drawing Type	Section
Category	Gas & Service Stations
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	architectural, autocad, dispenser, DWG, elevations, gas, plant, section, sections, service, service station, Station