Track Detail And Sidewalks DWG Detail for AutoCAD

PLANO PLANT; isometry; CORTES Roads and pavement; RAMPS WITH ALL DIMENSIONS AND SPECIFICATIONS CONSTRUCTION

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

concrete ramp, ramp, bruna, compacted subgrade to p.m., granular base, filling with asphalt emulsion, concrete sidewalk, ramp for the handicapped, road, sidewalk, bruna, octave, bruna, ramp for the handicapped, filling with asphalt emulsion, bruna, example, bruna, axis, section, path isometry, sidewalk, concrete, example, dilatation meeting, concrete f’c, granular base, sub base, pavement detail, esc., dilatation meeting, esc., greased pvc pipe, iron, cm max., subracial, axis, concrete, granular base, compacted subgrade to p.m., concrete, granular base, compacted subgrade to p.m., rigid pavement cm f’c, base cm., sub base cm., typical section, esc., hammer with ramp, concrete of, gardener, detail sardinel garden, scale, pavement, expansion joint, fc kg, granular, bruna, bruna, cm long, cm long, of dilation, esc., pavement

Raw text data extracted from CAD file:

RAMPA CONCRETO F´C = 175 Kg/cm² + 2 % 5 5 5 RAMPA E = 0.10 (VEREDA s=1.00 % ) S= 9% 5 (CONCRETO F’C=175 Kg/cm2) BRUÑA 5 5 Subrasante compactada al 90% del P.M. BASE GRANULAR E=0.10m. RELLENO JUNTA CON EMULSION ASFALTICA VEREDA DE CONCRETO F´C = 175 Kg/cm² VEREDA DE CONCRETO F´C = 175 Kg/cm² 5 5 RAMPA PARA MINUSVALIDOS 5 5 5 5 5 5 5 5 CALZADA VEREDA A A BRUÑA 5 5 OCHAVO BRUÑA RAMPA PARA MINUSVALIDOS A A RELLENO JUNTA CON EMULSION ASFALTICA RELLENO JUNTA CON EMULSION ASFALTICA BRUÑA BRUÑA BRUÑA BRUÑA BRUÑA BRUÑA BRUÑA BRUÑA BRUÑA 5 5 5 5 5 1.849116150155508 5 \A1;0.10 \A1;0.10 \A1;3.00 \A1;0.20 \A1;0.10 \A1;1.20 ejemplo \A1;1.20 \A1;1.20 \A1;0.10 \A1;1.40 \A1;0.10 \A1;0.10 \A1;0.90 \A1;1.10 \A1;1.15 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.30 \A1;1.15 \A1;1.40 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.20 \A1;1.85 \A1;0.10 BRUÑA \A1;0.15 3.00 3.00 0.50 0.30 \A1;0.10 \A1;.70 \A1;1.04 \A1;.98 02 % 02 % EJE SECCIÓN B-B’ -483.8831819513616 \A1;5.30 -483.8831819513616 -483.8831819513616 ESC:1/100 \A1;1.83 \A1;1.20 \A1;R2.6615 ISOMETRIA DE VEREDA 0.10 3.00 \W0.8;JUNTA DE VEREDA @3.00m \W0.8;UÑA DE CONCRETO \W0.8;ESCALA: S/C \W0.8;AREA= 0.01m² 0.20 0.10 0.10 1.20 ejemplo 0.20 m 0.20 m 0.025 m Junta de Dilatacion Concreto F’C = 210 Kg/Cm2 Base Granular SUB BASE Detalle de Pavimento Esc. :S/E JUNTA DE DILATACION ESC. S/E 1/2 0.20 Tuberia de PVC de 1″ engrasada Fierro de 1/2″de 0.50 @ 0.50 CM max. 0.50 H/2 SUB RAZANTE 0.15 m 2.00% 2.00% EJE 1.20 \A1;VARIABLE 1.20 CONCRETO f’c=175 Kg/cm2 BASE GRANULAR Subrasante compactada al 90% del P.M. CONCRETO f’c=175 Kg/cm2 BASE GRANULAR Subrasante compactada al 90% del P.M. PAVIMENTO RIGIDO 20 cm f’c 210 kg/cm2 BASE 0.20 cm. SUB BASE 0.15 cm. SECCIÓN TIPICA 1:50 ESC. 1/25 \LDETALLE MARTILLO CON RAMPA CONCRETO DE fc’=175 Kg/cm2 JARDINERA DETALLE SARDINEL JARDIN Escala = 1/25 PAVIMENTO JUNTA DILATACION \W0.8;CONCRETO f’c 175 Kg /cm2 \W0.8;BASE GRANULAR BRUÑA BRUÑA 0.15 BRUÑA BRUÑA 3.00 3.00 \A1;fierro de 1/2 de 50 cm de largo 0.50 \A1;fierro de 1/2 de 60 cm de largo 0.30 \A1;junta de dilatacion \A1;junta de dilatacion \A1;junta de dilatacion \A1;CONCRETO f´c = 210 kg/cm2 \A1;CONCRETO f´c = 210 kg/cm2 \A1;CONCRETO f´c = 210 kg/cm2 \A1;0.15 \A1;0.23 \A1;0.17 \A1;0.10 \A1;0.10 0.10 ESC. 1/25 \LDETALLE PAVIMENTO