Details Sidewalks DWG Detail for AutoCAD

Details Sidewalks DWG Detail for AutoCAD

DETAILS FOR THE IMPLEMENTATION OF A SIDEWALK RAMPS isometrics DETAILS TECHNICAL SPECIFICATIONS

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

variable, arq edgar quintanilla, neighborhood council san pedro, location, district municipality of, scale, district, high of the alliance, province, tacna, project, plan, department, sheet, date, property, cross section via – flush proposal, road tracks and trails of the jv san pedro in the district, longitudinal sections, polished cement finish, ramp, floor, finished washed stone, burnished parallel to sidewalk, polished cement., washed stone finish, washed stone finish, polished cement finish, polished cement finish , tree, granular base, sidewalk, polished cement finish painted with enamel, sardinel detail, a – a section, for tree planting, plant, sidewalk, compacted earthwork, fine grain washed stone finish, property limit, note: lesser height differences found, will be treated with ramps which will be located in the property boundaries without impeding the entrance to the houses, note: the higher levels of height found, it will be treated with tiers which will be located in the limits of property without prevent entry into homes, note: it will be at the discretion of the resident of the work the relocation or extraction of the existing vegetation, finished polished cement or creped cherry, finished ceme polished finish, washed stone finish, berm, asfaltic seal, contension wall, mortar mix, concrete, track level av. jorge basadre, wide view plan, laja stone veneer, upper track level, berma – track, typical detail steps, asphalt board, farm land, gravel filter, cyclopean concrete, garden saerdinel, cyclopean concrete, indicated, details ramps – hammers – cuts, construction details

Raw text data extracted from CAD file:

.15 .15 .15 1.83 .83 .70 1.20 .90 .90 .83 .79 .79 .50 .50 .90 .15 .90 .70 1.00 .15 .90 .15 1.20 .40 VARIABLE .15 .15 .15 .25 .25 .10 .07 .08 .07 .08 \A1;1 \S1/2;\H1.429x;" .05 .15 .15 .11 .11 R.30 R.35 R.45 .10 .05 .94 .15 .15 .10 .25 Variable 0.10-0.20 m .10 .15 .10 .10 .25 .40 .30 .15 .15 1.20 1.20 .15 .15 135° .11 .90 .15 .90 .07 1.20 .15 .17 .17 .19 .19 135° .11 .15 .07 .03 .71 .71 1.83 .30 1.00 1.00 .79 .80 .79 .79 .80 .79 1.83 .10 .15 .10 .15 .07 .25 1.20 1.20 .25 .40 .15 .30 .25 .15 0,10 \A1;\S1#4;" h .06 1/4" a 1/2" 1/4" a 1/2" 1/4" h "MEJORAMIENTO DE LA INFRAESTRUCTURA ARQ. EDGAR QUINTANILLA JUNTA VECINAL SAN PEDRO UBICACION MUNICIPALIDAD DISTRITAL DE ESCALA DISTRITO ALTO DE LA ALIANZA PROVINCIA TACNA PROYECTO P_05 1500 PLANO DEPARTAMENTO TACNA LAMINA FECHA JULIO 2006 PROPIEDAD SECCION TRANSVERSAL VIA - RASANTE PROPUESTA VIAL DE PISTAS Y VEREDAS DE LA J.V. SAN PEDRO EN EL DISTRITO ALTO DE LA ALIANZA" ALTO DE LA ALIANZA SECCIONES LONGITUDINALES \A1;.60 \A1;.50 \A1;.10 \A1;.10 \A1;1.20 \A1;.20 \A1;.175 \A1;1.015 \A1;.510 \A1;1.00 \A1;0.40 \A1;0.30 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.05 \A1;0.40 \A1;0.15 \A1;.201 \A1;.149 .83 .79 .79 1.83 .50 .50 .83 Acabado de Cemento Pulido Bruñ\fTimes New Roman|b0|i1|c238|p18;a Paralela a la Vereda Bruñ\fTimes New Roman|b0|i1|c238|p18;as cada 0.10m RAMPA PLANTA Acabado de Piedra Lavada Bruña paralela a vereda Cemento pulido. Acabado de Piedra lavada Acabado de Piedra lavada \LVISTA ISOMETRICA- RAMPA 01 \H0.6514x;\lS/E ACABADO DE PIEDRA LAVADA BRUÑA A CADA 0.10 m BRUÑA PARALELA A LA VEREDA \fTimes New Roman|b0|i0|c0|p18;\H0.9174x; \LISOMETRIA DE RAMPA 02\H0.3445x;\l \H1.5x;S/E .70 5 5 5 5 Junta de Dilatacion 1" Acabado de Piedra Lavada Bruña a cada .10cm Acabado Cemento Pulido 5 5 \LDETALLE DE RAMPA 02\H0.3445x;\l \H1.5x;Esc: 1/25 5 5 5 .70 ACABADO DE CEMENTO PULIDO ACABADO DE CEMENTO PULIDO ACABADO DE PIEDRA LAVADA BRUÑA A CADA 0.10 m BRUÑA PARALELA A LA VEREDA \fTimes New Roman|b0|i0|c0|p18;\H0.9174x; 5 5 5 5 5 \LDETALLE DE RAMPA 03\H0.3445x;\l \H1.5x;Esc: 1/25 \LISOMETRIA DE RAMPA 03\H0.3445x;\l \H1.5x;S/E \LDETALLE DE RAMPA 01\H0.3445x;\l \H1.5x;Esc: 1/25 Acabado de Piedra Lavada Bruña a cada .10cm Acabado Cemento Pulido Junta de Dilatacion 1" ÁRBOL BASE GRANULAR VEREDA .40 VARIABLE ACABADO DE CEMENTO PULIDO PINTADO CON ESMALTE BORDE DE CARPETA ASFALTICA(BERMA) 5 \A1;1 \S1/2;\H1.429x;" 5 5 5 5 5 .15 .15 DETALLE DE SARDINEL ESC : 1/25 SECCION A - A PARA ARBOLIZACION 5 5 5 5 5 CONCRETO F'C=140 kg/cm 2 5 5 \A1;2 Ø \S1/4;\H1.429x;" \A1;Ø \S1/4;\H1.429x;" @0.25cm A A PLANTA DE 5 5 5 5 5 JARDINERA TIPO 01 CONCRETO F'C=140 kg/cm 2 5 5 5 Vereda \LDETALLE DE SARDINEL EN VEREDAS\l \fTimes New Roman|b0|i1|c0|p18;\H0.6514x;Esc: 1/12.5 5 5 5 Concreto F'c= 140 Kg/Cm2 2Ø 1/4" Ø 3/8" @ 0.30 m Variable 0.10-0.20 m LP Concreto Fc = 140 Kg/cm2 <> 5 Terraplen Compactado \LDETALLE DE VEREDA (1) \H0.3669x;\l \H1.409x; Esc: 1/20 1.20 <> LP Concreto Fc = 140 Kg/cm2 <> Terraplen Compactado \LDETALLE DE VEREDA (2)\H0.3669x;\l \H1.409x; Esc: 1/20 1.20 Acabado de Piedra Lavada Grano Fino Bru\U+0144a de 0.15 cm. Acabado Cemento Pulido Pasta Cemento Arena 1:2 <> 5 Acabado de Piedra Lavada Grano Fino Bru\U+0144a de 0.15 cm. Acabado Cemento Pulido Pasta Cemento Arena 1:2 LIMITE DE PROPIEDAD LIMITE DE PROPIEDAD Nota: los desniveles de menor altura encontrados,se tratara con Rampas las cuales seran ubicadas en los Limites de Propiedad sin impedir el ingreso a las viviendas 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 5 5 Concreto F'c= 140 Kg/Cm2 Nota: Quedara al criterio del Residente de Obra la Reubicacion o Extraccion de la vegetecion existente 5 5 5 5 5 5 5 5 5 5 5 5 Acabado de Cemento Pulido Ocreado Color Guinda Acabado de Piedra Lavada Junta de Dilatacion 1" Acabado de Cemento Pulido 5 5 5 5 5 5 5 5 5 R int. = 0.60 mt. R ext. = 0.90 mt. 5 5 5 5 5 5 Acabado Cemento Pulido Acabado Piedra Lavada Junta de Dilatación de 1" Rampa (Ver Detalle) Rampa (Ver Detalle) 5 5 5 5 BERMA 5 VEREDA LP Concreto Fc = 140 Kg/cm2 <> 5 Terraplen Compactado \LDETALLE DE VEREDA (1) \H0.3669x;\l \H1.409x; Esc: 1/20 1.20 <> LP Concreto Fc = 140 Kg/cm2 <> Terraplen Compactado \LDETALLE DE VEREDA (2)\H0.3669x;\l \H1.409x; Esc: 1/20 1.20 Acabado de Piedra Lavada Grano Fino Bru\U+0144a de 0.15 cm. Acabado Cemento Pulido Pasta Cemento Arena 1:2 <> 5 Acabado de Piedra Lavada Grano Fino Bru\U+0144a de 0.15 cm. Acabado Cemento Pulido Pasta Cemento Arena 1:2 5 5 5 5 5 5 RELLENO CON MATERIAL COMPRESIBLE (ARENA) JUNTA DE DILATACION DE VEREDA @ 30.00 m. ESC. 1/10 JUNTA DE CONTRACION DE VEREDA @ 3.00 m. ESC. 1/10 SELLO ASFALTICO 5 \A1;\S1#4;" h .06 1/4" a 1/2" 1/4" a 1/2" 1/4" h ESCALA: 1/12.5 MURO CONTENSION CEMENTO- ARENA 1:4 e=2.5cm. MORTERO MEZCLA 5 CONCRETO (Fc=175 Kg/cm2) Ø3/8"@.20 cm. 5 <> Terraplen Compactado \LDETALLE DE VEREDA\H0.517x;\l <> Nivel Pista Av. Jorge Basadre Ancho ver Plano en Planta 5 5 15 x 30 cm. e=2.5cm. ENCHAPE DE PIEDRA LAJA Nivel Pista Superior NPT +INDICADO NPT +INDICADO 5 BERMA - PISTA DETALLE TIPICO GRADAS JUNTA ASFALTICA e= 2.5 cm (Fc=140 Kg/cm2) CONCRETO 5 5 VEREDA TIERRA DE CHACRA FILTRO DE GRAVA TUB PVC SAP Ø1/2" 1Ø3/8" @0.25 CONCRETO CICLÓPEO 1:10+30%PG 1.00 5 Ø1/4" 5 5 5 SAERDINEL PARA JARDINES 5 Esc: 1/10 Concreto Ciclópeo 1Ø3/8 @.20 F´c=140 Kg/cm2 0.15 0.15 2Ø1/4 @.20 0.05 1:10+30%PG 5 5 CARPETA ASFALTICA 2" SUB BASE 8" BASE 6" "MEJORAMIENTO DE LA INFRAESTRUCTURA UBICACION ESCALA DISTRITO PROVINCIA TACNA PROYECTO P_08 INDICADA PLANO DEPARTAMENTO TACNA LAMINA FECHA PROPIEDAD DETALLES RAMPAS - MARTILLOS - CORTES VIAL DE PISTAS Y VEREDAS DETALLES CONSTRUCTIVOS

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, DETAIL, details, DWG, HIGHWAY, implementation, isometrics, pavement, ramps, Road, route, sidewalk, sidewalks, specifications, technical