Vereda Detail DWG Plan for AutoCAD

Detail Plan for a proposed sidewalk rehabilitation and improvement of a street road in an urban area.

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

city, city, eroica, pedro, san, variable, sidewalk detail, expansion joint, cement and washed stone, polished cement, polished cement, burnished parallel to the edge of the path, washed stone path, track, detail of elevated sardinel , compacted natural terrain, sardinel detail, sardinel detail for garage, sunken sardine detail, parallel bruña, ramp detail, on the edge of the path, location of ramps in hammers intervened according to pedestrian crossing., sunken sidewalk detail, width garage, property limit, note: the higher levels of height found will be treated with bleachers which will be located in the property boundaries without preventing entry to homes, polished cement finish, washed stone finish, note: the unevenness of less height found in the sidewalks will be treated with ramps which will be located in the limits of property without impeding the entrance to the houses, green area, npt, detail of isolated lane, ntn, retail the sunken sidewalk for the disabled, garden, sidewalk, washed stone finish, existing sidewalk, sidewalk detail, typical sardinel detail, hammer detail

Raw text data extracted from CAD file:

0.10 1.00 \A1;1.00 \A1;1.00 \A1;1.00 1.20-1.80ml 1.00 1.00 1.00 0.10 \A1;0.20 \A1;1.00 \A1;0.10 \A1;0.15 \A1;1.20 \A1;VAR 0.10 – 0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.12 \A1;1.20 – 1.80 ml \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.15 \A1;1.50 \A1;1.00 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.45 \A1;1.00 \A1;0.15 \A1;1.20 ml \A1;1.20 ml \A1;VAR – 1.50 \A1;VAR – 1.80 \A1;1.00 \A1;1.00 \A1;VARIABLE \A1;0.20 LA DAD H CIU EROICA C TA DE PEDRO DE NA SAN \A1;0.70 \A1;0.15 \A1;0.17 \A1;0.70 \A1;0.17 \A1;0.70 \A1;0.15 \A1;0.17 \A1;0.66 \A1;0.17 \A1;0.20 \A1;0.20 \A1;0.20 -850.9900100288208 -850.9900100288208 -850.9900100288208 -850.9900100288208 -850.9900100288208 Ø 1/2″ @ 0.15 S= 1% S= 1% Ø 1/2″ @ 0.20 F’c = 210 kg/cm2 F’c = 175 kg/cm2 -850.9900100288208 -850.9900100288208 -850.9900100288208 S= 1% S= 1% F’c = 210 kg/cm2 F’c = 175 kg/cm2 Venezuela PENDIENTE 0.69% Bolivia PENDIENTE 0.84% -850.9900100288208 -850.9900100288208 Ø 3/8″ @ 0.15 -850.9900100288208 -850.9900100288208 Ø 1/2″ @ 0.20 -850.9900100288208 Ø 1/2″ @ 0.15 Ø 3/8″ @ 0.15 1.00 0.10 \A1;0.07 LA DAD H CIU EROICA C TA DE PEDRO DE NA SAN \A1;0.10 \A1;0.15 \A1;1.20 \A1;VAR 0.10 – 0.20 \A1;0.20 \A1;0.12 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.15 \A1;2.00 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.35 \A1;0.35 \A1;1.00 \A1;0.20 \A1;0.15 \A1;MIN 1.00 \A1;MIN 1.00 \A1;MIN 1.00 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.45 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.73 \A1;0.73 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.60 \A1;0.30 \A1;0.22 \A1;0.22 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.20 4.00 1.00 0.20 VARIABLE 0.10 0.10 VARIABLE 0.20 \A1;0.15 \A1;1.20 ml \A1;1.20 ml \A1;VAR – 1.50 \A1;VAR – 1.80 \A1;1.00 \A1;1.72 \A1;3.46 \A1;0.39 \A1;R0.30 \A1;0.39 \A1;R0.30 \A1;0.37 DETALLE DE VEREDA ESC: 1/50 1.20-1.80ml Mezcla : Asfalto / Arena cada 4.00 m. e = 1″ Junta de dilatacion Cemento y Piedra lavada Bruñas de e = 1 cm. 5 5 5 5 5 Cemento Pulido 5 S/E DETALLE DE VEREDA JUNTA RELLENA C/ASFALTO 1″ CEMENTO PULIDO CEMENTO PULIDO 1.20 ml 0.20 1.00 1.00 1.00 BRUÑA CADA 1.0 m DE ACUERDO A PLANO DE PLANTA GENERAL BRUÑA PARALELA AL BORDE DE LA VEREDA 1.00 Vereda de Piedra Lavada 0.10 PISTA 5 1.20 d 1/4 @ 0.20 Terraplen de e=0.10 m DETALLE DE SARDINEL ELEVADO ESC: 1/10 VAR 0.10 – 0.20 d3/8 @ 0.20 Vereda de Piedra Lavada 5 5 5 PISTA 5 0.15 Terreno natural Compactado Terraplen de e=0.10 m DETALLE DE SARDINEL ESC: 1/10 5 Terreno natural Compactado 5 F´c=140 Kg/cm2 F´c=175 Kg/cm2 LP 1.20 – 1.80 ml F´c=140 Kg/cm2 LP Vereda de Piedra Lavada 5 0.10 PISTA <> Terreno natural Compactado Terraplen de e=0.10 m DETALLE DE SARDINEL PARA GARAJE ESC: 1/10 5 1.20 F´c=140 Kg/cm2 LP 5 Vereda de Piedra Lavada 5 0.10 5 PISTA 5 5 Terreno natural Compactado Terraplen de e=0.10 m DETALLE DE SARDINEL HUNDIDO ESC: 1/10 1.50 F´c=140 Kg/cm2 LP 5 Vereda de Piedra Lavada Bruña paralelo ESC. 1/50 DETALLE DE RAMPA de 1.00 x 1.00 m. 1.00 Rampa bruñada c/ 0.10m. al borde de la vereda Ubicación de rampas en martillos intervenidos según cruce peatonal. 5 5 1.00 5 5 5 de 1.00 x 1.00 m. Rampa bruñada c/ 0.10m. 1.20 ml 1.20 ml VAR – 1.50 VAR – 1.80 S/E DETALLE DE VEREDA HUNDIDA JUNTA RELLENA C/ASFALTO 1″ CEMENTO PULIDO CEMENTO PULIDO 1.50 ml 0.20 1.00 1.00 BRUÑA CADA 1.0 m DE ACUERDO A PLANO DE PLANTA GENERAL BRUÑA PARALELA AL BORDE DE LA VEREDA VARIABLE ANCHO DE GARAJE 1.00 5 LIMITE DE PROPIEDAD Nota: los desniveles de Mayor altura encontrados se tratara con Gradas las cuales seran ubicadas en los Limites de Propiedad sin impedir el ingreso a las viviendas ACABADO DE CEMENTO PULIDO ACABADO DE PIEDRA LAVADA BRUÑA A CADA 0.10 m BRUÑA PARALELA A LA VEREDA \fArial|b0|i0|c0|p34;\H0.9174x; \LISOMETRIA DE RAMPA 02\H0.3445x;\l \H1.5x;S/E LIMITE DE PROPIEDAD Nota: los desniveles de menor altura encontrados en las veredas se tratara con Rampas las cuales seran ubicadas en los Limites de Propiedad sin impedir el ingreso a las viviendas 5 Vereda de Piedra Lavada 0.10 PISTA 5 1.20 d 1/4 @ 0.20 Terraplen de e=0.10 m DETALLE DE SARDINEL ELEVADO ESC: 1/10 VAR 0.10 – 0.20 d3/8 @ 0.20 5 Terreno natural Compactado 5 F´c=140 Kg/cm2 F´c=175 Kg/cm2 LP Vereda de Piedra Lavada 5 0.10 5 AREA VERDE 5 5 Terreno natural Compactado Terraplen de e=0.10 m DETALLE DE SARDINEL ESC: 1/10 2.00 F´c=140 Kg/cm2 LP 5 d 1/4 Vereda de Piedra Lavada 5 5 NPT 5 5 Terraplen de e=0.10 m DETALLE DE VEREDA AISLADA ESC: 1/10 1.20 F´c=140 Kg/cm2 5 NTN 5 5 d 1/4 @ 0.20 5 5 5 0.20 0.15 S/E DETALLE DE VEREDA HUNDIDA PARA MINUSVALIDOS JUNTA RELLENA C/ASFALTO 1″ CEMENTO PULIDO CEMENTO PULIDO 1.50 ml 0.15 MIN 1.00 MIN 1.00 BRUÑA CADA 1.0 m DE ACUERDO A PLANO DE PLANTA GENERAL BRUÑA PARALELA AL BORDE DE LA VEREDA MIN 1.00 P=15% P=15% P=15% P=15% RAMPA BRUÑADA C/ 0.10 mts RAMPA BRUÑADA A C/ 0.10 mts RAMPA BRUÑADA C/ 0.10 mts RAMPA BRUÑADA C/ 0.10 mts 0.15 0.15 PISTA d 1/4 @ 0.20 d3/8 @ 0.20 F´c=175 Kg/cm2 5 5 5 5 5 JARDIN PISTA d 1/4 @ 0.25 d3/8 @ 0.20 F´c=175 Kg/cm2 5 5 5 5 5 JARDIN 5 5 5 PISTA VEREDA 5 5 5 5 5 5 F´c=140 Kg/cm2 Terraplen e=0.10 mts Acabado de Piedra Lavada Acabado de Piedra Lavada 5 5 0.15 5 Junta de Dilatacion e=1″ PISTA d 1/4 @ 0.20 d3/8 @ 0.20 F´c=175 Kg/cm2 5 5 5 5 5 VEREDA EXISTENTE VEREDA 5 5 5 5 5 5 F´c=140 Kg/cm2 Terraplen e=0.10 mts Acabado de Piedra Lavada Acabado de Piedra Lavada 5 5 Junta de Dilatacion e=1″ VEREDA 5 5 5 VARIABLE 5 5 VARIABLE 5 5 1.20 ml 1.20 ml VAR – 1.50 VAR – 1.80 5 5 5 5 5 5 5 5 DETALLE DE VEREDA DETALLE DE VEREDA S/E DETALLE DE SARDINEL TIPICO ESC: 1/12.5 DETALLE DE MARTILLO ESC: 1/50 ESC: 1/50