Details Channel DWG Detail for AutoCAD

Lateral divider – Ground – Cutting – Armor – Details metal cap

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

armor section bb, armature section aa, lateral splitter, progressive, data, dtd, cover type ii, cover type i, plant, splitters, section aa, section bb, overflow, quantity, metal covers, detail of metal covers, for design structures, technical specifications, concrete splitters, coatings, screed, steel, foundations, walls, type ii, type, type i

Raw text data extracted from CAD file:

\A1;.70 \A1;.30 \A1;.70 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.90 \A1;.10 \A1;.50 \A1;.15 \A1;.10 \A1;.10 \A1;.35 \A1;.10 \A1;.90 \A1;1.20 \A1;1.40 \A1;.70 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;1.50 \A1;1.20 \A1;.80 \A1;.60 \A1;h1 \A1;1.40 \A1;.40 \A1;.20 \A1;.10 \A1;.10 \A1;.30 \A1;.70 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;.35 \A1;.35 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.70 \A1;.10 \A1;.70 \A1;h1 \A1;.35 \A1;.35 \A1;.15 \A1;.10 \A1;.50 \A1;.15 \A1;.90 \A1;.15 \A1;.15 \A1;x \A1;y \A1;.10 \A1;.70 \A1;.15 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.40 \A1;.10 \A1;1.20 \A1;.20 \A1;.80 \A1;1.40 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;x \A1;.35 \A1;.15 \A1;.10 \A1;.10 \A1;.70 \A1;.10 \A1;.50 5 5 5 d3/8″ @.20 d3/8″ @.20 5 ARMADURA SECCIÓN B-B d3/8″ @.20 d3/8″ @.20 ARMADURA SECCIÓN A-A TUBERÍA DE REBOSE PVC-SAL d4″ 5 5 5 5 5 5 5 5 5 5 5 5 SOLADO C:H 1:10 5 PARTIDOR LATERAL Progresiva h1 (m) DATOS Qs (m3/s) Qd (m3/s) Qe (m3/s) dTd dTs (mm) dTe (mm) TAPA TIPO II TAPA TIPO I PLANTA (Escala : 1/25) B 5 5 5 5 A 5 Qe 5 5 5 Qd PARTIDORES 0+040 PARTIDOR 01 0.0200 0.0015 0.0200 0.132 d 160 d1.5″ d 110 SOLADO C:H 1:10 5 (Escala : 1/25) 5 5 5 h1 5 SECCIÓN A-A (Escala : 1/25) SECCIÓN B-B 5 5 5 5 5 5 5 5 Qe Qs A 5 5 5 5 5 5 5 5 5 5 Qs 5 5 B 5 5 5 5 h1 5 5 5 5 5 Qd Rebose d3/8″ @.20 5 5 5 5 d3/8″ @.20 d3/8″ @.20 CANTIDAD TAPAS METÁLICAS 1.0 1.0 DETALLE DE TAPAS METÁLICAS PARA DISEÑO DE ESTRUCTURAS ESPECIFICACIONES TÉCNICAS CONCRETO PARTIDORES RECUBRIMIENTOS SOLADO ACERO 2.50 cm. 5.00 cm. CIMIENTOS f’y = 4200 kg/cm2 MEZCLA C:H 1:10 f’c = 175 kg/cm2 MUROS d3/8″ @.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8″ @.20 (Escala : 1/25) 5 5 5 5 d3/8″ @.20 5 (Escala : 1/25) 5 5 TIPO II TIPO TIPO I PLANCHA DE HIERRO (E=1/8″) 1.0 PLANCHA DE HIERRO (E=1/8″) 01 0.30 (Escala : 1/10) 01 1.20 x 0.30 0.70 y ANCLAJES d1/4″ BORDE PERFIL “L” 1.5″ x 1.5″ x 1/8″ MARCO PERFIL “L” 1.5″ x 1.5″ x 1/8″ REFUERZO d3/8″ MARCO PERFIL “L” 1.5″ x 1.5″ x 1/8″ BISAGRA 2″ d3/8″ @.20 d3/8″ @.20 5 5 d3/8″ @.20 5 5 5 5 5 d3/8″ @.20 BISAGRAS 2″ ANCLAJE d1/4″ ANCLAJE d1/4″ ANCLAJE d1/4″ ANCLAJE d1/4″ ANCLAJES d1/4″ BISAGRA 2″ ASA d1/2″ .30 .40