Install Exterior Pavers On Reinforced Concrete Slab, Also Grass Pavers DWG Detail for AutoCAD

Install Exterior Pavers On Reinforced Concrete Slab, Also Grass Pavers DWG Detail for AutoCAD

Specific detail of paving over monolithic reinforced concrete slab. Square are placed on a granular base to generate the slopes for stormwater runoff. Grass pavers are used pedestrian walkways.

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

esc:, base selected material compacted to modified proctor, sidewalk concrete slabs, mooring ground no. link no. each, pin no. each epoxicated slab, concrete block, covered porch, square prefabricated paver, variable mix, sage, reinforced concrete beam according to structural design, helvex stool, square prefabricated paver, variable mix, sage, mooring ground no. link no. each slab before melting the, pin no. each epoxicated slab, covered porch, square prefabricated paver, variable mix, sage, plastic adoquin type, geotextile mesh, landfill, base of diamin of, retaining wall reinforced according to structural design, covered porch, pend, smoothing cement sika igol roof hands after setting full of polypropylene thick, base of diamin of, geotextile mesh, variable mix handkerchief, pend, of cement sika igol roof hands after setting of full polypropylene nylon of thickness, variable mix handkerchief, grama, smoothing cement sika igol roof hands after setting full of polypropylene thick, variable mix handkerchief, base of diamin of, grama, hard type filler elastomeric seal, projection slab building canal, variable mix handkerchief, smoothing cement sika igol ceiling hands after setting the prolipopileno of thick, grama, ownership limit, anchor pin no. each epoxicated to both the retaining wall and the slab, reinforced concrete reinforced concrete slab according to structural design, intermediate concrete reinforced concrete according to structural design, concrete reinforced concrete slab according to structural design, npt variable, nlt, npt, nlt, nlt slab, npt slab, sidewalk, the application in the final construction of the measures final constructive specifications indicated in this plan is under the final responsibility of the corresponding contractor. all measurements in this plane are given in meters except where indicated otherwise., notes, section, paving in the open air, general development, architectural design, plot, code sheet, drawing scale, project code, start, corroborated by, supervised by, drawing by, design by, title of the plane, draft, customer representative, date, subjunctive revisions, do not., general development, end, responsable

Raw text data extracted from CAD file:

N ESC: X1 1/9999 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.115 \A1;0.112 \A1;0.15 \A1;1.05 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.075 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.075 \A1;0.144 \A1;0.049 \A1;0.07 \A1;0.10 \A1;0.33 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.025 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.40 \A1;0.10 \A1;0.01 \A1;0.34 \A1;0.10 \A1;0.10 \A1;3.30 \A1;8.60 \A1;3.00 \A1;7.77 5 5 5 5 5 5 5 5 5 5 BASE MATERIAL SELECTO COMPACTADO AL 95% PROCTOR MODIFICADO t = 0.10 ACERA LOSAS DE CONCRETO DE 2.00x2.00 t = 0.10 SOLERA DE AMARRE 2 No. 3 + ESLABON No. 2 A CADA 0.20 PIN 1 No. 3 A CADA 0.80 EPOXICADO A LA LOSA 5 BLOCK DE CONCRETO DE 0.14x0.19x0.39 LOSA CUBIERTA DEL SOTANO 1 PAVIMENTADOR CUADRADO PREFABRICADO DE 0.20x0.20x0.085 MEZCLON t = VARIABLE SABIETA t = 0.01m VIGA DE CONCRETO REFORZADO SEGUN DISEÑO ESTRUCTURAL VIGA DE CONCRETO REFORZADO SEGUN DISEÑO ESTRUCTURAL REPOSADERA HELVEX 444-X REPOSADERA HELVEX 444-X REPOSADERA HELVEX 2584 PAVIMENTADOR CUADRADO PREFABRICADO DE 0.20x0.20x0.085 MEZCLON t = VARIABLE SABIETA t = 0.01m SOLERA DE AMARRE 2 No. 3 + ESLABON No. 2 A CADA 0.20 (PICAR LOSA ANTES DE FUNDIR LA SOLERA) PIN 1 No. 3 A CADA 0.80 EPOXICADO A LA LOSA LOSA CUBIERTA DEL SOTANO 1 L C PAVIMENTADOR CUADRADO PREFABRICADO DE 0.20x0.20x0.085 MEZCLON t = VARIABLE SABIETA t = 0.01m ADOQUIN DE PLASTICO TIPO GRASSAPVE2 DE 0.50x0.50x0.025 MALLA GEOTEXTIL RELLENO DE TIERRA NEGRA + GRANZA BASE DE PIEDRIN DIAMETRO DE 1" t = 0.10 5 5 5 5 MURO DE RETENCION REFORZADO SEGUN DISEÑO ESTRUCTURAL LOSA CUBIERTA DEL SOTANO 1 5 5 5 5 5 1% PEND-> 1% PEND-> <-1% PEND <-1% PEND ALISADO DE CEMENTO + SIKA IGOL TECHO (APLICAR 3 MANOS DESPUÉS DE FRAGUADO TOTAL DEL ALISADO) + \A1;NYLON DE POLIPROPILENO DE 1/32" DE ESPESOR 5 5 5 BASE DE PIEDRIN DIAMETRO DE 1" t = 0.10 MALLA GEOTEXTIL PAÑUELO MEZCLON t = VARIABLE 2% PEND-> <-2% PEND \A1;ALISADO DE CEMENTO + 3 MANOS DE SIKA IGOL TECHO (APLICARLO DESPUES DE FRAGUADO TOTAL DE ALISADO) + NYLON DE POLIPROPILENO DE 1/32" DE ESPESOR PAÑUELO MEZCLON t = VARIABLE GRAMA ALISADO DE CEMENTO + SIKA IGOL TECHO (APLICAR 3 MANOS DESPUÉS DE FRAGUADO TOTAL DEL ALISADO) + \A1;NYLON DE POLIPROPILENO DE 1/32" DE ESPESOR PAÑUELO MEZCLON t = VARIABLE BASE DE PIEDRIN DIAMETRO DE 1" t = 0.10 GRAMA \W1.5;JUNTA TIPO 1 RELLENO DE DUROPORT + SELLO ELASTOMERICO PROYECCION LOSA EDIFICIO CANAL 27 PAÑUELO MEZCLON t = VARIABLE ALISADO DE CEMENTO + SIKA IGOL TECHO (APLICAR 3 MANOS DESPUÉS DE FRAGUADO EL ALISADO) + \A1;NYLON DE PROLIPOPILENO DE 1/32" DE ESPESOR 5 5 GRAMA LIMITE DE PROPIEDAD 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ANCLAJE PIN 1 No. 3 A CADA 0.80 EPOXICADO TANTO AL MURO DE CONTENCION COMO A LA LOSA SOLERA DE REMATE CONCRETO REFORZADO SEGUN DISEÑO ESTRUCTURAL SOLERA INTERMEDIA CONCRETO REFORZADO SEGUN DISEÑO ESTRUCTURAL SOLERA INTERMEDIA CONCRETO REFORZADO SEGUN DISEÑO ESTRUCTURAL SOLERA HIDROFUGA CONCRETO REFORZADO SEGUN DISEÑO ESTRUCTURAL NPT VARIABLE NLT NPT NPT NPT NPT NLT NLT NLT NLT LOSA NPT LOSA ACERA LA APLICACION EN LA CONSTRUCCION FINAL DE LAS MEDIDAS Y ESPECIFICACIONES CONSTRUCTIVAS FINALES INDICADAS EN ESTE PLANO QUEDA BAJO LA RESPONSABILIDAD FINAL DEL CONTRATISTA CORRESPONDIENTE. TODAS LAS MEDIDAS EN ESTE PLANO ESTAN DADAS EN METROS EXCEPTO DONDE SE INDIQUE LO CONTRARIO. NOTAS SECCION 1 ADOQUINAMIENTO EN PLAZA-PARQUEO AL AIRE LIBRE S1 1 / 10 8.60 3.00 7.77 DESARROLLO GENERAL DISEÑO ARQUITECTONICO ( PLOT 1 A HOJA CODIGO ESCALA DE DIBUJO CODIGO DE PROYECTO INICIO CORROBORADO POR SUPERVISADO POR DIBUJO POR DISEÑO POR TITULO DEL PLANO PROYECTO REPRESENTANTE DEL CLIENTE FECHA REVISIONES / SOMETIMIENTO No. DESARROLLO GENERAL FIN RESPONSABLE 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 B C D E F G H I J K L M A B C D E F G H I J K L M N O P N O P

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots	Missing Attachment
File Type	dwg
Materials	Concrete, Plastic, Other
Measurement Units
Footprint Area
Building Features
Tags	assoalho, autocad, base, concrete, deck, DETAIL, DWG, exterior, fliese, fließestrich, floating floor, floor, flooring, fußboden, grass, holzfußboden, install, park, paving, piso, plancher, plancher flottant, reinforced, slab, specific, square, streets, tile, walkways