Small Square DWG Block for AutoCAD

Small square with landscaping

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

sporting club de portugal, new sporting school, take a healthy saucer, document :, ace.:, date :, design :, number :, date :, scales: main facade, lateral east facade, concrete paving stones, luminaire, washing , granite, reflector, water mirror, water mirror section, water mirror plant, longitudinal cut, architectural plant, rear facade, administration, cafeteria, constructive details, storage, for anchorage, irons, waste , fiberglass, material, plant, level, sidewalk, lateral view, tube of, bolt, hexagonal, logo of, municipality, posterior, frontal, concrete, affirmed compacted, typical detail of central path, natural terrain, cement, submerged sardinel, technical specifications, coatings:, in general, reinforcement: concrete :, sardineles, sardinel, paths, construction board, expansion board, sand with, asphalt, finish, base of affirmed, sand with asphalt, asphaltic a, painting, quantity, metaphysical, expansion, green areas, benches, gasket, stone of river, plating, plates of circulation, typical detail of, gaskets, plates, see detail a, side support detail on bench, color to be defined, finished: granite, wood – concrete, anchor detail, iron bolt, bank details, lacquered natural color, wood screw, details of garbage cans, garden

Raw text data extracted from CAD file:

\A1;10.40 \A1;0.60 \A1;9.20 \A1;0.60 \A1;6.00 \A1;4.00 \A1;0.05 \A1;0.35 \A1;0.15 \A1;0.05 \A1;0.06 \A1;0.10 \A1;0.12 \A1;0.30 \A1;0.17 \A1;0.88 \A1;0.47 \A1;0.96 \A1;0.79 \A1;3.04 SPORTING CLUBE de PORTUGAL NOVO ESTÁDIO DO SPORTING TOMÁS TAVEIRA S.A. Documento: ass.: data: Desenho: Número: ass.: data: Kaiser/SCP Data: Escalas: \A1;.15 \A1;.10 \A1;.55 \A1;.20 \A1;.10 \A1;.05 \A1;1.15 \A1;.80 \A1;.10 \A1;.05 \A1;.05 \A1;.10 \A1;.50 \A1;.25 \A1;.30 \A1;.25 \A1;.80 \A1;.213 \A1;.10 \A1;.213 \A1;.525 \A1;.10 \A1;.80 \A1;.85 \A1;.15 \A1;.15 \A1;1.15 \A1;.80 \A1;.50 \A1;1.15 \A1;.15 \A1;.05 \A1;.10 \A1;.15 \A1;.85 \A1;.05 \A1;.50 \A1;.05 \A1;.10 \A1;R.25 \A1;R.25 \A1;.10 \A1;.05 45° .20 .10 .10 .30 .10 .10 .30 .10 .20 45° .10 .10 e=1″ e=1″ \A1;1.3859 \A1;1.25 \A1;R.23 \A1;350 \A1;170 \A1;\U+25A1900\U+FF62 \A1;174.5 \A1;150 \A1;4.45 \A1;0.95 \A1;1.28 \A1;.84 \A1;1.1 \A1;0.99 \A1;0.06 \A1;1.00 \A1;0.30 \A1;0.59 \A1;R0.05 \A1;0.51 \A1;0.45 \A1;0.84 \A1;R0.94 \A1;70°49’16” \A1;R0.18 \A1;0.53 \A1;0.07 \A1;0.05 \A1;.10 \A1;AFIRMADO .10 \A1;SOLADO .05 \A1;0.10 \A1;1.00 \A1;1.40 \A1;0.25 \A1;0.43 \A1;0.66 \A1;0.10 \A1;0.10 \A1;0.11 \A1;0.21 \A1;0.18 \A1;0.14 \A1;0.10 \A1;0.10 \A1;0.02 \A1;0.26 \A1;0.08 \A1;0.53 \A1;0.06 \A1;.05 .50 .15 .15 .50 FACHADA PRINCIPAL FACHADA LATERAL ESTE ADOQUINES DE CONCRETO LUMINARIA LAVADO GRANITO REFLECTOR ESPEJO DE AGUA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION DE ESPEJO DE AGUA 5 5 5 5 5 ESC: 1/30 PLANTA DE ESPEJO DE AGUA CORTE LONGITUDINAL PLANTA ARQUITECTONICA FACHADA PRINCIPAL FACHADA POSTERIOR ADMINISTRACION FACHADA POSTERIOR CAFETERIA PLANTA ARQUITECTONICA FACHADA PRINCIPAL DETALLES CONSTRUCTIVOS TABLEROS\Ftxt.shx|c0; 3.50 1.20 alzado lateral\Ftxt.shx|c0; 1.20 1.80 2,75 alzado frontal\Ftxt.shx|c0; 2.00 3.00 ALMACENADOR PARA ANCLAJE A VEREDA PLANCHA DE FIERRO DE DESPERDICIOS 5 5 5 5 5 5 5 FIBRA DE VIDRIO MATERIAL DE 5 5 5 PLANTA ESC.: 1/50 5 5 5 NIVEL DE VEREDA VISTA LATERAL ESC.: 1/50 VEREDA NIVEL DE TUBO DE FºGº d4″ FºGº d1″ TUBO DE 5 5 5 5 5 5 5 5 5 5 5 PERNO 5 HEXAGONAL LOGO DE MUNICIPIO 5 FºGº d4″ TUBO DE 5 PLANCHA DE FIERRO PARA ANCLAJE A VEREDA 5 5 POSTERIOR 5 5 FºGº d4″ TUBO DE 5 5 HEXAGONAL 5 PERNO 5 FºGº d4″ TUBO DE FºGº d1″ TUBO DE DE DESPERDICIOS ALMACENADOR 5 5 5 5 5 5 VEREDA NIVEL DE MATERIAL DE FIBRA DE VIDRIO PARA ANCLAJE A VEREDA PLANCHA DE FIERRO ESC.: 1/50 FRONTAL ESC.: 1/50 5 5 BOLEADO R=1′ f’c=175 Kg/cm2 CONCRETO Fe d3/8″@ 0.20 Fe d1/2″@ 0.40 AFIRMADO COMPACTADO AL PROCTOR MODIFICADO 90% DETALLE TIPICO DE VEREDA CENTRAL FROTACHADO ACABADO DE 5 5 5 5 5 5 5 Boleado R=0.015 N.V.T.±0.00 ESC.: 1/10 5 5 5 5 5 5 e=1″ e=1″ F’c=175Kg/cm2 CONCRETO BOLEADO R=0.015 N.P.T.-0.10 TERRENO NATURAL COMPACTADO AL 90% CEMENTO SARDINEL SUMERGIDO ESPECIFICACIONES TECNICAS Veredas L=2.50 RECUBRIMIENTOS: En general REFUERZO: CONCRETO: Sardineles Sardineles Sardinel Veredas : Fy=4200 Kg/cm2 : f’c=175 Kg/cm2 : f’c=140 Kg/cm2 : r = 2.50 cm. : r = 2.50 cm. ESC.: 1/10 ESC.: 1/10 JUNTA DE CONSTRUCCION JUNTA DE DILATACION ARENA CON ASFALTO ACABADO CEMENTO FROTACHADO BASE DE AFIRMADO ACABADO FROTACHADO CEMENTO BASE DE AFIRMADO CONCRETO ARENA CON ASFALTO F’c=140 Kg/cm2 CONCRETO ASFALTICA PINTURA F’c=140 Kg/cm2 CANTIDAD = 521.47 m2 METAFISICA = 7 Unid. AMPLIACION Area Verdes Bancas CONCRETO F’c=140Kg/cm2 1.3859 GL 1.25 \U+FF21\U+FF23\U+96FB\U+6E90\U+FF8D\U+FF8C\U+FF8C\U+FF8C \M+18AEE\M+19162\M+18E7B\M+18D48\M+1907D\M+100CD\M+100CC\M+100CC\M+100CC\M+100CC \U+FF38\U+77E2\U+8996\U+56F3@i\U+FF68Q \U+57FA\U+790E\U+30B8\U+30E7\U+30A4\U+30F3\U+30C8\U+FF92^_\U+5650rM\M+1EB3F\U+2464 \U+30AC\U+30B9\U+914D\U+7BA1\U+FF11/2\U+FF8D\U+FF8C\U+FF8C\U+FF8C\U+FF8C \U+FF08\U+5869\U+30D3\U+FF09\U+FF8D\U+FF8C\U+FF8C\U+FF8C (100V) \U+6C34\U+629C\U+304D\U+30D1\U+30A4\U+30D7\U+FF92^_\U+5650rM\M+1EB3F \U+6368\U+3066\U+30B3\U+30F3^R3\M+1FB3CF \U+6817\U+5272\U+77F3\U+4E32N\U+FF8C GL D10 \U+4E2D\U+9593\U+30B3\U+30C3\U+30AF\U+3000\U+FF11/2\U+FF8D\U+FF8C\U+FF8C\U+FF8C\U+FF8C\U+FF8C\M+1E43F \U+30D4\U+30C3\U+30C1\U+FF12\U+FF10\U+FF10\U+FF8D\U+FF8C\U+FF8C\U+FF8C\U+FF8C\U+FF8C 50 5 350 170 \U+25A1900\U+FF62 \U+30D0\U+30EC\U+30EB\U+30CB\U+30C3\U+30D7\U+30EB\U+3000\U+FF11/2\U+FF8D\U+FF8C\U+FF8C\U+FF8C\U+FF8C\U+FF8C\M+1E43F\U+2464\U+8E55 174.5 150 800 4.45 0.95 1.28 .84 1.1 \U+FF14\U+FF0D\U+FF2D\U+FF12\U+FF10\U+7528\U+03C6\U+7A74\U+FF8D\U+FF8C\U+FF8C\U+FF8C\U+FF8C\U+FF8C\M+1E43F\U+2464 d.56 X ASFALTICA e=1″ JUNTA CONCRETO F’c=140Kg/cm2 AL PROCTOR MODIFICADO 90% AFIRMADO COMPACTADO DE PIEDRA DE RIO ENCHAPADO JUNTA ASFALTICA e=1″ f’c=175 Kg/cm2 CONCRETO Fe d3/8″@ 0.20 Fe d1/2″@ 0.40 N.P.T.±0.00 PLATEA DE CIRCULACION ESC.: 1/10 DETALLE TIPICO DE Falso Piso e=2″ : f’c=140 Kg/cm2 Bancas : f’c=175 Kg/cm2 JUNTAS Sardinel : 4.00 m. : 4.00 m. Veredas Veredas = 164.15 m2 = 73.12 m. Sardineles Platea = 193.52 m2 5 5 5 VER DETALLE A T DE 7″ x 4″ x 3/8″ ESC. 1/10 DETALLE DE SOPORTE LATERALES EN BANCA CONCRETO F’C= 175 Kg/cm2 5 5 5 ELEVACION LATERAL CORTE 1-1 5 5 5 d3/8″ COLOR POR DEFINIR ACABADO: GRANITO 5 R=0.050 5 5 5 5 0.05 d3/8″@.20 CONCRETO 5 AFIRMADO <> SOLADO <> F’C= 175 Kg/cm2 d3/8″ 0.10 MADERA – CONCRETO DETALLE A DE ANCLAJE ESC. 1/5 ACERADO DE 1/2″ x 3 1/2″ PERNO DE FIERRO ó 1 1/2″ MADERA 2 1/2″ DETALLES DE BANCA 5 5 1 5 5 1 5 5 5 PLANTA 5 5 5 5 5 5 5 5 5 5 5 R=0.025 R=0.025 e=1 1/2″ LAQUEADA COLOR NATURAL MADERA TORNILLO DETALLES DE BOTES DE BASURA 5 5 5 5 5 COMPACTADO AL 90% TERRENO NATURAL TERRENO NATURAL COMPACTADO AL 90% JARDIN FRONTAL