Walks Leveler Ramp DWG Detail for AutoCAD

Shipment ramp walk leveler detail

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

M.r., description, date, do not., Ing. Arturo Solis, Authorizes, Guanajuato.mex, Tel:, av. Not technological. CD. industrial, civil Engineering, owner:, Location:, bird’s, Processor, without., S.a. Of c.v., Project type:, Signature stamp, Responsible expert, Prospects.dwg, draft, Of services, building, date of elaboration:, plant, scale:, flat:, Dimension:, drawing, reference, Elias, flat:, Project authorization, design, Ing. Elias rafael guerrero esquivel, Note: angle frames, Of pit, Supplied by us., N.f., See ramp detail, ramp, plant, Running shoe, Cms concrete concrete chain, Block wall of, Enclosure chain, Pre-mixed concrete floor of cms thick reinforced both directions.

Raw text data extracted from CAD file:

A 6111.57 6111.57 M.R. 2115.8 1880.0 2115.8 2115.8 1880.0 2115.8 1669.91 4231.57 1447.98 2235 DESCRIPCION FECHA R E V I S I O N E S No. ING. ARTURO SOLIS AUTORIZA Celaya, Guanajuato.Mex. Tel: 0146183500 Ext:15706 Av. Tecnológico No. 401 Cd. Industrial INGENIERIA CIVIL PROPIETARIO: UBICACION: DE AVES PROCESADORA CULIACAN, SIN. BACHOCO, S.A. DE C.V. PROYECTO TIPO: SELLO Y FIRMA PERITO RESPONSABLE perspectivas.dwg 0101D1-CU088 PROYECTO 1:175 DE SERVICIOS NOVIEMBRE-2002 EDIFICIO FECHA DE ELABORACION: PLANTA ESCALA: PLANO: ACOTACION: DIBUJO REFERENCIA ELIAS PLANO: AUTORIZACION DE PROYECTO DISEÑO Ing. Elías Rafael Guerrero Esquivel D C A E B NOTA: BASTIDORES DE ANGULAR 3″X1/4″ P/RAMPA DE FOSA 6’X8″ SUMINISTRADO POR NOSOTROS. -8.613217268841176 -8.613217268841176 E=0.60 -8.613217268841176 -8.613217268841176 A=2.235 B=1.88 C=0.495 D=0.51 -8.613217268841176 5 5 A N+43.5 N.F.R. 23.5 N.F.R. 23.5 N+43.5 VER DETALLE DE RAMPA RAMPA RAMPA PLANTA 5 5 5 5 5 5 5 5 5 5 Zapata corrida ZC-5 Cadena de concreto de 20×20 armada 4vars#4 e #3 @ 18 cms de concreto f´c=250 kg/cm² Muro de block hueco de 15x20x40cms Cadena de cerramiento de 15x25cms Piso de concreto premezclado f´c=250 kg/cm² de 15 cms de espesor armado c/vars#3@20cms ambos sentidos.