Pitch Pipe DWG Block for AutoCAD

Pass drinking water pipe 3/4inchs over a ravine of 10 m

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

Reservoir supported, National social compensation fund, presidency of the Republic, design:, flat:, draft, drawing:, date:, mole.:, scale.:, reviewed:, Indicated, sheet:, National social compensation fund, presidency of the Republic, fist, Dist, fist, Dpto .:, Prov .:, Chuck, Drinking water system, Ing. Moises arias n., may, C.cotrado, Anchoring chamber, Crosby staples, frontal, profile, cut, front elevation, plant, Anchoring chamber, Suspension tower, Anchoring chamber, Suspension tower, Concrete of f’c, Anchoring chamber, Concrete of f’c, Technical specifications, Maximum weight per unit length wmax, Fy corrugated steel, Main wire steel type good, Secondary wire, Calble pendolas steel type boa, Concrete anchor chamber f’c, Concrete zapata suspension tower f’c, Concrete column suspension tower f’c, Steel coating on columns cm, Bearing capacity, Crosby clamps, Pipe fºgº, Of dilation car, Solid iron roller, Air crossing, Good type cable, Hangers, Primary cable, Good type cable, Secondary cable, Good type cable, pipeline, margin, left, margin, law, detail, Esc:, Maximum ordinary water level m.s.n.m., Suspension tower

Raw text data extracted from CAD file:

\A1;0.75 \A1;.5 \A1;0.75 \A1;0.75 RESERVORIO APOYADO 5.0 M3 FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA Diseño: Plano: Proyecto : Dibujo: Fecha: Topo.: Escala.: Revisado: INDICADA RES-01 Lamina: FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA PUNO Dist.: PUNO Dpto.: Prov.: CHUCUITO SISTEMA DE AGUA POTABLE PURIA PARQUE Ing. MOISES ARIAS N. Mayo 1,999 C.COTRADO \A1;.5m. \A1;.8m. \A1;.5m. \A1;.8m. \A1;.8m. \A1;0.75m. \A1;0.75m. \A1;.8m. \A1;.4m. \A1;.4m. \A1;.8m. \A1;.7m. \A1;.4m. \A1;.3m. \A1;9.0m. \A1;.3m. \A1;.8m. \A1;.3m. \A1;.3m. \A1;.3m. \A1;.3m. \A1;.3m. \A1;2.2m. \A1;.6m. \A1;.8m. \A1;.8m. \A1;.8m. \A1;.5m. \A1;.6m. \A1;.8m. \A1;.4m. \A1;9.6m. \A1;.8m. \A1;.5m. \A1;.6m. \A1;.4m. \A1;1.2m. \A1;60° \A1;60° \A1;.11m. \A1;.11m. \A1;.11m. \A1;.33m. \A1;.04m. \A1;0.75 \A1;.5 \A1;.04m. \A1;.04m. \A1;.04m. \A1;.8m. \A1;1.0m. \A1;1.0m. \A1;1.0m. \A1;1.0m. \A1;1.0m. \A1;1.0m. \A1;1.0m. \A1;1.0m. \A1;.8m. \A1;60° \A1;1.5m. \A1;1.7m. CAMARA DE ANCLAJE . GRAPAS CROSBY FRONTAL PERFIL 0.75 5 CORTE A-A ELEVACION FRONTAL PLANTA 0.75 0.75 5 5 5 5 5 0.75m. 0.75m. 5 5 5 CAMARA DE ANCLAJE TORRE DE SUSPENCION TORRE DE SUSPENCION CAMARA DE ANCLAJE 5 5 5 5 5 5 5 .06m. .71m. .06m. .40m. 5 5 5 5 5 .05m. .30m. .30m. \A1;.05 .60m. 5 5 5 5 5 TORRE DE SUSPENSION CONCRETO DE F’c = 210Kg/Cm2 CAMARA DE ANCLAJE CONCRETO DE F’c = 175Kg/Cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d1″ ESPECIFICACIONES TECNICAS Peso maximo por unidad de longitud Wmax = 20.5 Kg/m Acero corrugado Fy = 4200 Kg/Cm2 Cable principal acero tipo boa (6*19) d = 1/4″ Cable secundario acero tipo boa (6*19) d = 1/4″ Calble pendolas acero tipo boa (6*19) d = 1/4″ Concreto camara de anclaje F’c = 175 Kg/Cm2 Concreto zapata torre de suspension F’c = 175 Kg/Cm2 Concreto columna torre de suspension F’c = 210 Kg/Cm2 Recubrimineto de acero en columnas r = 4 Cm Capacidad portante del terreno G = 2 Kg/Cm2 Grapas tipo crosby d 1/4″ Tuberia FºGº d 2″ 0.75 5 \LDETALLE DE CARRO DE DILATACION \A1;0.10 \A1;0.50m. \A1;0.35m. \A1;0.20m. \A1;0.15m. \A1;d=0.075m. \A1;15° RODILLO FIERRO MACIZO D=7.5cm. 0.10 \A1;0.05 \A1;30° 0.20×0.35 d=0.075m 0.025 0.10 \A1;0.05 5 5 5 5 5 5 5 5 5 5 5 5 5 1.40 1.06 0.77 0.57 0.50 0.57 0.77 1.06 1.40 CRUCE AEREO L=10m , d=3/4″ Cable Tipo Boa d 1/4″ (16*19) PENDOLAS CABLE PRIMARIO 01 Cable Tipo Boa d 1/4″ (16*19) CABLE SECUNDARIO 01 Cable Tipo Boa d 1/4″ (16*19) TUBERIA F°G° d 3/4″ MARGEN IZQUIERDO MARGEN DERECHO DERECHO B DETALLE B A \A1;TEMPLADOR 5 A ESC: 1/150 ESC: 1/20 ESC: 1/10 ESC: 1/10 ESC: 1/10 ESC: 1/10 ESC: 1/10 ESC: 1/10 ESC: 1/10 5 NIVEL DE AGUAS MAXIMAS ORDINARIAS 4218 M.S.N.M. TORRE DE SUSPENCION 5