Feedback Type Hillside 100 M X 100 Mtrs DWG Full Project for AutoCAD

FEEDBACK TYPE HILLSIDE 1.00 m. x 1.00 mtrs. This uptake is crafted slope type one meter by one meter. It is designed in AutoCAD DWG. This uptake is complete: ARCHITECTURE; STRUCTURES; THIS IS USED FOR FUNDING PROJECTS WATER SANITATION.

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

Wilmer, date, scale, sheet, flat:, designer:, Cad, draft:, Location, C.p. Dist. Prov. Dpt., Depart, province, district, populated, designer, Cadista, scale, February, Technical specifications, Concrete steel overhead coatings slab roof slab background armor interior slab bottom armor wall overlap, metal lid, metal lid, N.a., Overflow, Cone of, variable, your B. Overflow, According to terrain conditions, Concrete data, layette, Cone of, Overflow, Valv. Spherical, N.a., metal lid, Overflow, Cone of, your B. from, Exit, your B. Overflow, Concrete data, Concrete floor, Runoff, channel of, Orifice distribution, On the pickup screen, Orifice diameter, Waterproof material, classified, Granulated material, Concrete floor, clay, gravel, layette, Simple elbow, Valv. Spherical, your B. Clean, Pvc salt, your B. Clean, your B. departure, Pvc sap, your B. departure, Pvc sap, Plant structures, Esc:, Projection of the surface protection of, variable, variable, Concrete fc, Single concrete fc kg pg, Metal sheet cover of, Cap of the captaciontapa of the capture, Esc:, gravel, Corner of, Capturing Capture, Esc:, variable, Esc:, Esc:, Esc:, Esc:, Isometric scheme, your B. Output pvc sap, your B. Overflow clean pvc salt, Holes, Ranches

Raw text data extracted from CAD file:

0.31 0.10 \A1;0.50 \A1;0.15 \A1;1.00 \A1;1.30 \A1;0.60 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.70 \A1;0.50 \A1;VARIABLE \A1;VARIABLE \A1;0.53 \A1;VARIABLE \A1;0.59 \A1;0.40 \A1;1.00 \A1;0.15 \A1;0.60 \A1;1.00 \A1;0.50 \A1;1.30 \A1;1.30 \A1;0.60 \A1;0.60 \A1;0.05 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.15 \A1;1.00 \A1;0.15 \A1;VARIABLE \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.05 \A1;0.08 \A1;1.30 \A1;0.10 \A1;0.20 \A1;0.40 \A1;0.15 \A1;1.00 \A1;0.05 \A1;0.08 \A1;0.15 \A1;1.30 \A1;0.10 \A1;0.15 \A1;0.30 \A1;1.00 WILMER WILMER FECHA : ESCALA : V°B° LAMINA N°: PLANO: PROYECTISTA: CAD : PROYECTO: UBICACION C.P. : DIST. : PROV. : DPT. : NOMBRE-PLANO MUNICIPALIDAD-DISTRITAL-CUIDAD DEPART PROVINCIA DISTRITO POBLADO PROYECTISTA CADISTA ESCALA febrero 2014 N \A1;0.05 \A1;0.35 \A1;0.20 ESPECIFICACIONES TECNICAS CONCRETO : f’c=210 Kg/cm2 ACERO : f y=4200 Kg/cm2 SOBRECARGA : 100 Kg/m2 RECUBRIMIENTOS : Losa Techo = 2.50cm Losa Fondo Armadura Interior = 2.50cm Losa Fondo Armadura Superior = 2.50cm Muro = 2.50cm TRASLAPES : \U+00D8 3/8″ = 35cm A’ A TAPA METALICA TP-02 0.40X0.40 TAPA METALICA TP-01 0.60×0.60 N.A. REBOSE 4″X2″ CONO DE VARIABLE TUB. DE REBOSE Y LIMPIEZA SEGUN CONDICIONES DE TERRENO 0.30×0.30×0.60 DADO DE CONCRETO CANASTILLA CONO DE REBOSE 4″x2″ VALV. ESFERICA B’ B N.A. \A1;0.15 TAPA METALICA TP-01 0.60X0.60 REBOSE CONO DE TUB. DE SALIDA DE 1″ TUB. DE REBOSE Y LIMPIEZA DE 2″ 0.30×0.30×0.60 DADO DE CONCRETO SOLADO DE CONCRETO ESCURRIMIENTO CANAL DE 0 1/4″ @ 0.15 a/s DISTRIBUCIÓN DE ORIFICIOS EN LA PANTALLA DE CAPTACIÓN DIAMETRO DE ORIFICIOS DE 1″ O MATERIAL IMPERMEABLE CLASIFICADO MATERIAL GRANULADO SOLADO DE CONCRETO 2″ O ARCILLA GRAVA CANASTILLA CODO SIMPLE VALV. ESFÉRICA Tub. Limpia PVC SAL 2″ PVC SAL 2″ Tub. Limpia Tub. Salida PVC SAP 1″ Tub. Salida PVC SAP 1″ 5 5 5 0.15 1.00 1.30 5 5 5 5 5 5 5 5 ESTRUCTURAS PLANTAPLANTA A A ESC: 1/25 PROYECCION DE LA PROTECCION SUPERFICIAL DE C° 100 KG/CM2 e=2″ VARIABLE VARIABLE 5 VARIABLE Ø1/4″ @ 0.15 Ø1/4″ @ 0.15 Ø1/4″ @ 0.15 Ø1/4″ @ 0.20 Ø1/4″ @ 0.15 Ø1/4″ @ 0.15 Ø1/4″ @ 0.15 Ø1/4″ @ 0.15 Ø1/4″ @ 0.15 CONCRETO fc = 210 KG/CM2 CONCRETO SIMPLE fc = 175 KG +30% PG 5 5 1.00 5 5 5 5 TAPA DE PLANCHA METALICA DE e=3/16″ TAPA DE PLANCHA METALICA DE e=3/16″ Ø1/4″ @ 0.15 Ø1/4″ @ 0.15 1.30 1.30 5 5 LOSA TAPA DE LA CAPTACIONTAPA DE LA CAPTACION ESC: 1/25 GRAVILLA 1/2″-1″ CANTO RODADO DE 2″ \LPLANTA: CAPTACIONCAPTACION ESC: 1/25 5 5 5 5 5 5 5 5 1.00 5 VARIABLE 5 5 5 5 1.00 5 5 5 5 5 1.30 5 0.20 5 5 5 5 5 5 1.30 5 5 5 \LCORTE A-A’A-A’ ESC: 1/25 \LCORTE B-B’B-B’ ESC: 1/25 \LCORTE A-A’A-A’ ESC: 1/25 1.00 ESC: 1/12.5 ESQUEMA ISOMETRICO 9 6 4 7 8 7 TUB. DE SALIDA PVC SAP d 2 1/2″ 2 3 3 1 4 TUB. REBOSE Y LIMPIA PVC SAL d 4″ 4 4 ORIFICIOS DE 1″ 0.05 0.35 0.20 29 RANUARAS