Detail Of Concrete Ramp And Pit DWG Detail for AutoCAD

Details – specifications – sizing

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

variable, concrete, dimensions in millimeters., levels in meters., reinforcing steel, Notes:, n.d.c. foundation level, nomenclature, n.p.t. finished floor level, a.f. in front, at. behind, a.c. both faces, n.t.c. concrete top level, e. expansion meeting, j.c. contraction joint, n.f. trench bottom level, e., e., firm, vrs., variable, e., concrete template, vrs., esc., esc., concrete template, vrs., pend., e., vrs., e., see det. armed, trench, esc., see detail, vrs., concrete template, vrs., vrs., pend., det. trench armor, esc., irving grid, firm of, ramp, pend., vrs., vrs., see detail, vrs. at. vrs. a.f., mm.d, Rev. from, detail, detail, esc., irving grid with hearth, aps., Rev. from, retaining wall, e., contraction joint, metal saw, vrs., cut made with, elastic seal, crack, natural, elastofest, base of, Similary, esc., improved ground subgrade to the hydraulic pump., of crushed material from a plant., concrete, cut, section of striae ramp, esc., j.c., e., sardinel, e., esc., existing asphalt folder, n.s.t. upper trench level, esc., vrs., its T., asphalt folder, vr., detail of pumping truck, esc., esc.

Raw text data extracted from CAD file:

2000 510 710 200 200 450 200 510 395 300 1250 1950 500 1850 50 4100 1850 200 7800 130 5 ESP.@300 =2100 130 2220 50 130 50 200 100 14 25 200 75 25 25 100 25 8000 200 200 VARIABLE 200 200 1595 200 2000 150 800 300 395 1500 1000 200 300 200 50 150 300 150 690 1440 150 150 13 200 2220 10 100 50 250 200 200 2000 20800 355 1500 1000 200 300 300 200 1000 1500 200 50 50 200 300 200 1000 1500 50 1200 150 4500 4500 4500 4500 3000 2400 21000 4000 2220 1710 2220 4000 8000 855 855 925 7000 4000 3000 \A1;300 \A1;320 \A1;40° \A1;250 \A1;250 \A1;200 1500 1800 1000 1300 150 150 1000 150 150 1300 2000 3.- CONCRETO f’c=250 kg/cm2. 1.- ACOTACIONES EN MILIMETROS. 2.- NIVELES EN METROS. ACERO DE REFUERZO FY= 4200 KG./CM 4.- 2 NOTAS: N.D.C. = NIVEL DE DESPLANTE DE CIMENTACION NOMENCLATURA : N.P.T. = NIVEL PISO TERMINADO A.F. = AL FRENTE AT. = ATRAS A.C. = AMBAS CARAS N.T.C. = NIVEL TOPE DE CONCRETO J.E. = JUNTA DE EXPANSION J.C. = JUNTA DE CONTRACCION N.F. = NIVEL FONDO DE TRINCHERA J.E. J.E. N.T.C.=100.400 N.P.T.=100.200 8000 J.E. 5 FIRME 5 VRS. #4 @ 200 C O R T E “A – A” VARIABLE J.E. 5 5 5 5 5 PLANTILLA DE CONCRETO F’C= 100 KG/CM2 5 5 5 5 5 5 N.D.C.= 98.250 VRS. #3 @ 300 VRS. #4 @ 200 VRS. #3 @ 300 VRS. #4 @ 200 VRS. #3 @ 200 VRS. #3 @ 200 VRS. #3 @ 300 VRS. #4 @ 200 VRS. #3 @ 300 VRS. #4 @ 200 ESC. : 1:20 5 5 C O R T E “B – B” ESC. : 1:20 N.D.C.= 98.250 N.P.T.=100.200 <> <> PLANTILLA DE CONCRETO F’C= 100 KG/CM2 5 5 5 5 5 <> 5 VRS. #4 @ 200 PEND. 5 J.E. 5 VRS. #3 @ 300 VRS. #4 @ 200 VRS. #3 @ 300 VRS. #4 @ 200 VRS. #3 @ 200 J.E. <> 5 5 5 N.S.T.=99.000 VER DET. ARMADO DE TRINCHERA C O R T E “D – D” ESC. : 1:20 N.D.C.=98.250 VER DETALLE “1” 5 <> 5 <> VRS. #4 @ 200 N.P.T.= 100.200 5 5 R=150 5 5 5 5 5 5 PLANTILLA DE CONCRETO F’C= 100 KG/CM2 VRS. #3 @ 300 VRS. #4 @ 200 VRS. #3 @ 300 VRS. #4 @ 200 VRS. #3 @ 200 5 VRS. #4 @ 200 PEND. 5 5 5 5 5 5 5 DET. ARMADO DE TRINCHERA ESC. 1: 20 REJILLA IRVING IS-05 4.8 X 51 FIRME DE RAMPA PEND. 5 5 @ 200 VRS. # 3 @ 200 VRS. # 4 “2” VER DETALLE 150 13 N.F.T.= 98.850 N.F.T.= 98.750 5 5 5 5 5 A-1 ESC.1:50 C O R T E “E – E” 5 A-1 5 5 5 5 VRS. #4 @ 200 AT. VRS. #3 @ 200 A.F. 5 5 ESP.@300\X=2100 5 5 5 C O R T E “F – F” 10 100 S/E 16 MM.d RDO. DE A-1 (APS- 76X76X10) 50 130 50 DETALLE “1” S/E 50 <> DETALLE “2” ESC. 1:10 REJILLA IRVING CON SOLERA IS-05 4.8×51 APS. 64x 64×10 RDO. DE 13 d @ 300 MURO DE CONTENCION J.E. @300 JUNTA DE CONTRACCION SIERRA METALICA VRS. # 4 5 5 CORTE HECHO CON SELLO ELASTICO GRIETA NATURAL 5 5 ELASTOFEST A BASE DE O SIMILAR @ 200 ESC. 1: 10 <> <> <> 2000 20800 SUBRASANTE DE TIERRA MEJORADA AL 3% CON CAL HIDRAULICA. SUB-BASE DE MATERIAL TRITURADO PROVENIENTE DE UNA PLANTA. CONCRETO f’c=250 KG/CM2 CORTE “C – C” S/ESC. 5 SECCION TIPO DE ESTRIAS EN RAMPA ESC. 1:2.5 5 5 5 5 5 2 3 A p/ Z-2 A’ p/ Z-1 5 5 5 5 5 J.C. J.C. J.C. J.C. J.C. 5 “E” “E” “A” “A” “D” “D” “B” “B” “C” “F” “F” 5 J.E. J.E. J.E. J.E. J.E. SARDINEL J.E. J.E. J.E. 5 5 5 5 5 5 “C” N±0.00 N±0.00 N±0.00 N±0.00 N±0.00 N±0.00 N±0.00 N±0.00 4 5 5 <> P L A N T A ESC. 1:100 “C” “C” 5 1 5 5 99.859 N.S.C.E.= CARPETA ASFALTICA EXISTENTE CARPETA ASFALTICA EXISTENTE N.S.T. = NIVEL SUPERIOR DE TRINCHERA “G” “G” C O R T E “G – G” ESC. 1:15 5 5 40° 5 5 VRS. #4 @ 200 4 VRS. #4 EST. #3 @ 300 CARPETA ASFALTICA 5 N.S.T.= 99.900 97.900 N.F.C.= @ 200 VR. # 4 N±0.00 N±0.00 A’ A’ DETALLE DE CARCAMO DE BOMBEO ESC. 1: 20 N±0.00 N±0.00 \A1; C O R T E “H – H” ESC. 1: 20 “H” “H” 5 5 5 5 5 5 5 5 5 5 N.S.R.= 99.900 5 N±0.00 PL-32