Track Detail And Sidewalks DWG Plan for AutoCAD

DETAILS PLANS COURT AND PLANT – GENERAL DIMENSIONS

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

bruña, filling together with asphalt emulsion, ramp for handicapped, road, sidewalk, variable, axis, section b-b ‘, water level, mobile cleaning grid, fixed grid, sidewalk isometrics, expansion joint, granular base, sub base, detail of pavement, expansion joint, sub razante, granular base, typical section, concrete de, jardinera, detail garden sardinel, pavement, expansion joint

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 5 5 1.00 0.54 0.60 0.15 0.06 0.80 0.41 0.71 1.00 0.01 0.01 VARIABLE 0.01 0.01 0.08 0.01 0.01 0.08 0.71 0.15 0.15 0.08 0.55 0.08 \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;1.83 \A1;1.20 \A1;R2.6615 \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 0.01 VARIABLE 0.01 1.00 0.01 0.08 0.01 0.54 0.01 0.08 0.71 0.60 0.15 0.06 CONCRETO F\U+00B4C=210\fArial|b0|i0|c238|p34; Kg/cm\fArial|b0|i1|c238|p34;2\fSymbol|b0|i0|c2|p18; ACERO Ø=3/8″ @ 0.30 m. REJILLA EN 45\U+00BA \A1;PLATINA 2″x\S1#8;” @ 5cm. 0.80 0.15 0.41 0.15 0.71 0.08 0.55 0.08 NIVEL AGUA PENDIENTE 1% REJILLA MOVIL LIMPIEZA REJILLA FIJA REJILLA MOVIL LIMPIEZA 1.00 0.01 \LDETALLE ANCANTARILLA PISTA 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 ESC. 1/25