Dirt Road Footbridge DWG Detail for AutoCAD

Dirt Road Footbridge – Details

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

steel:, concrete:, reinforced concrete, contact with terrain cm., contact with water cm., f’y degree, minimal coating:, other cm., Technical specifications, simple concrete, tarraajeo with waterproofing mix, cut, scale:, cut, sliding footbridge, scale:, in mesh, side, card type damper, of pipe arrival, in plant, arrival of pvc pipe, armed concrete f’c, simple concrete f’c, in plant, pvc sap outlet tube, sizing of the dry wall, plant, scale:, dry wall: stone rock, Coated channel: concrete, cut, scale:, simple f’c, out of pipe, cut, channel, sheet, district municipality of vinchos, garvil, cad, scale, reviewed, date, indicated, June, Location:, ayacucho, huamanga, vinchos, qoñani, flat, draft, place, province, district, region, topography, irrigation infrastructure, work, Irrigation canal construction, works of art details, approved, ccochaq huayllay ii stage, dhp garvil

Raw text data extracted from CAD file:

\A1;.47 \A1;.15 \A1;.14 \A1;.50 \A1;.14 \A1;.15 \A1;.47 \A1;.15 \A1;6.00 \A1;.15 \A1;.05 \A1;.10 \A1;.45 \A1;.10 \A1;.15 \A1;.20 \A1;.15 \A1;6.00 \A1;.15 \A1;1.00 \A1;.20 \A1;.60 \A1;.15 \A1;.20 \A1;.15 \A1;.15 \A1;.50 \A1;.15 \A1;.15 \A1;.20 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.55 \A1;.55 \A1;2.00 \A1;.15 \A1;.50 \A1;.68 \A1;.15 \A1;.10 \A1;.14 \A1;.50 \A1;.14 \A1;.50 \A1;.40 \A1;.50 \A1;.30 \A1;.10 \A1;.20 \A1;.10 \A1;.45 \A1;.14 \A1;.50 \A1;.14 \A1;.10 \A1;.45 \A1;.10 \A1;.78 \A1;.10 \A1;.20 \A1;.10 \A1;.20 \A1;.60 \A1;1.00 \A1;1.00 \A1;.10 \A1;3.40 \A1;3.40 \A1;1.40 \A1;.47 \A1;.15 \A1;.50 \A1;.15 \A1;.45 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;.30 \A1;.45 \A1;.10 \A1;.20 \A1;1.23 \A1;.80 \A1;.85 \A1;1.50 \A1;.45 \A1;.10 \A1;.10 \A1;.14 \A1;.14 \A1;.15 \A1;.40 \A1;.10 \A1;.14 \A1;.50 \A1;.14 \A1;.10 \A1;1.50 \A1;1.05 \A1;.10 \A1;.45 \A1;.30 \A1;1.10 \A1;.15 \A1;1.00 \A1;.50 \A1;.30 \A1;.95 \A1;.15 \A1;1.00 \A1;.15 \A1;.30 \A1;1.27 \A1;.88 \A1;.63 \A1;.90 \A1;.28 \A1;.97 \A1;.25 \A1;.25 \A1;1.40 \A1;.20 \A1;1.60 \A1;.97 \A1;.25 \A1;.18 \A1;.10 \A1;.14 \A1;.50 \A1;.14 \A1;.10 \A1;.10 \A1;.45 \A1;.10 \A1;.14 \A1;.45 \A1;.14 \A1;.10 \A1;.70 \A1;.40 \A1;1.20 \A1;.40 \A1;.10 \A1;.32 \A1;1.00 \A1;2.00 \A1;.50 \A1;.20 \A1;.20 \A1;.10 \A1;.45 \A1;.20 \A1;.40 \A1;.20 \A1;2.00 \A1;.20 \A1;2.00 \A1;.20 \A1;2.50 \A1;2.00 \A1;.50 \A1;.50 \A1;.25 \A1;.50 \A1;1.12 \A1;.50 \A1;1.00 \A1;.50 \A1;.60 \A1;.10 \A1;.14 \A1;.10 \A1;.50 \A1;.14 ACERO: CONCRETO: – Concreto Armado f’c=175 Kg/cm² – Contacto con terreno = 4 cm. – Contacto con agua = 7.5 cm. – Grado 60, f’y = 4,200 Kg/cm² RECUBRIMIENTO MINIMO: – Otros = 3 cm. ESPECIFICACIONES TECNICAS – Concreto Simple f’c=140 kg/cm² – Tarraajeo con impermeabilizante mezcla 1:1 e=1cm. CORTE C – C ESCALA: 1/25 ESCALA: 1/25 CORTE B – B 1 10 10 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;fe Ø 1/2″ @ 0.30m. \A1;C° f’c=175 kg/cm² \A1;C° f’c=175 kg/cm² \A1;C° f’c=140 kg/cm² \A1;C° f’c=140 kg/cm² 5 PASARELA CARROZABLE ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;C° f’c=175 kg/cm² \A1;C° f’c=175 kg/cm² \A1;Acero Ø 1/2″ @ 0.30 m en malla 5 B \LCORTE A – A \LCORTE B – B A \LTOMA LATERAL \lEsc : 1/25 Compuerta tipo tarjeta B A 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LCAJA DE LLEGADA DE TUBERÍA \lESC.: 1/25 A A \LCORTE A – A \LVISTA EN PLANTA Llegada de tuberia Ø 12″ PVC C-5 Concreto Armado f’c = 175 Kg/cm2 Concreto Simple f’c = 140 Kg/cm2 Fe° Ø 3/8″ @ 0.10 \LVISTA EN PLANTA A A 5 5 \LCORTE A – A Tubo de Salida Ø 12″ PVC SAP C-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 10 10 DIMENSIONAMIENTO DEL MURO SECO PLANTA ESCALA: 1/25 5 5 Muro Seco:Enrocado de piedra Canal Revestido: Concreto f’c=140 Kg/cm2 5 5 5 5 CORTE A – A ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Concreto Simple f’c = 140 Kg/cm2 \LCAJA DE SALIDA DE TUBERÍA \lESC.: 1/25 CORTE B – B B B \LCORTE B – B \LCORTE A – A \LPLANTA B A A B \LCANOA \lEsc : 1/50 Fe° Ø 3/8″ @ 0,25 m. Fe° Ø 3/8″ @ 0,25 m. C° S° F’c= 140 Kg/cm2. CANAL C° S° F’c= 140 Kg/cm2. CANAL 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 .50 5 5 5 5 5 5 5 5 5 5 LAMINA : OA 01 MUNICIPALIDAD DISTRITAL DE VINCHOS GARVIL CAD : ESCALA : REVISADO : FECHA : INDICADA JUNIO 2007 UBICACION: : : : : AYACUCHO HUAMANGA VINCHOS QOÑANI PLANO : PROYECTO : LUGAR PROVINCIA DISTRITO REGION TOPOGRAFIA : INFRAESTRUCTURA DE RIEGO OBRA : CONSTRUCCION CANAL DE IRRIGACION OBRAS DE ARTE DETALLES APROBADO : CCOCHAQ – HUAYLLAY II ETAPA DHP – GARVIL