Finish Floor Road DWG Full Project for AutoCAD

Finish Floor Road DWG Full Project for AutoCAD

Finish Floor Road – Project – Much Slope

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

var., var, partial distance, accumulated distance, slope, vertical elevation, ground level, street axis of the chonchon, street axis the brickyard, axis avda. the panul, existing monolith, reduced floor slabs, disabled access detail, masonry projected wall, must be towards the surface, accesses have been projected, for handicapped in all, the encounters of sidewalk, sidewalk, street axis, note:, path proy., rainwater evacuation, rolling device, proy masonry wall, existing sidewalk, public lighting post, sunken floor, low floor, inspection chamber, projected floor, hcv road projected, simbología, plant, acc, projected, to demolish, project principle, detail sunken sunken, seat and backrest solera, det. solera rebate, det. placement, hearth, type hearth inclined, detail type vehicular access, cut a – a, recessed, le, solera type a recessed, reinforced path of hc, detail bleachers, stabilized base, reinforced bleachers, section of bleachers, bb cut, projected hcv road, side of hc proy., profile type b – b, profile type a – a, longitudinal profile, transversal profiles, existing road, sidewalk extte. to demolish, projected path, point of reference, reinforced path

Raw text data extracted from CAD file:

116 115 114 126 133 113 125 121 122 124 123 132 127 128 129 112 119 117 118 120 130 D 131 111 109 110 C \A1;19.50 \A1;15.93 \A1;8.02 \A1;6.14 \A1;22.58 \A1;12.98 \A1;12.10 \A1;10.03 \A1;8.21 \A1;18.66 \A1;9.45 \A1;3.56 \A1;4.19 \A1;15.00 \A1;5.54 \A1;6.23 \A1;4.22 \A1;6.73 \A1;3.94 \A1;3.31 \A1;3.15 \A1;7.30 \A1;6.47 \A1;R4.00 \A1;R4.00 \A1;R4.00 \A1;R4.00 \A1;R4.00 \A1;R6.00 \A1;R6.00 \A1;R6.00 \A1;R6.00 \A1;R6.00 6.00 \A1;198.4g \A1;9.12 \A1;1.69 \A1;9.10 \A1;8.00 \A1;2.40 \A1;8.00 \A1;6.62 \A1;7.37 \A1;0.90 \A1;0.90 \A1;4.80 \A1;4.80 \A1;0.90 \A1;3.00 \A1;0.90 \A1;3.00 \A1;0.17 \A1;0.03 \A1;0.31 \A1;0.02 \A1;0.33 3.00 3.00 0.16 0.16 0.15 0.15 0.07 0.05 2.00 VAR. 1.50 VAR 3.00 3.00 0.16 0.16 0.15 0.15 2.00 VAR. 0.16 2.00 VAR. 0.07 0.05 C.REF : 170.00 DISTANCIA PARCIAL DISTANCIA ACUMULADA PENDIENTE COTA RASANTE COTA TERRENO L=43.45m 171.67 172.12 L=41.70 m i=3.17% 172.74 173.25 173.5 173.67 174.27 0.00 13.14 172.12 171.67 49.59 43.45 35.43 19.50 172.56 173.2 173.5 173.62 72.17 174.33 i=2.71% L=30.34m i=4.30% 174.62 175.01 175.32 175.58 176.74 L=11.77m i=25.94% 177.32 178.05 182.36 183.80 186.66 85.15 97.25 107.28 115.49 134.15 174.63 174.92 175.2 175.44 176.5 177.16 182.70 193.15 153.04 143.60 177.24 177.92 183.55 182.2 186.51 2T=16.00m 189.69 190.41 191.37 192.76 193.99 196.08 197.85 L=13.77m i=19.0% 199.80 200 200.18 203.82 220.33 226.80 235.90 246.3 189.65 190.42 191.27 192.82 194.29 196.01 197.65 213.03 207.13 268.29 273.79 281.59 199.94 200 200.18 EJE CALLE DEL CHONCHON EJE CALLE EL LADRILLERO 177.50 177.54 177.62 177.69 L=31.67 m i=6.19% 2T = 30 m i=15.3% 2T=10m L=9.12m i=2% L=3.0m L=10.95m i=29.5% 185.31 185.41 188.65 188.45 190.82 190.89 199.69 199.44 199.98 199.94 R=160.00m S=0.20m 2T=16.00m R=70.57m S=0.620m 2T=10.00m R=151.82m S=0.741m 2T=30.00m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.75 2.50 3.00 196.39 196.53 EJE AVDA. EL PANUL i=5.50% L=7.34m i=9.00% i=19.0% L=2.40m L=3.15m L=9.10m i=23.0% 198.48 198.77 PCV1 FCV1 FCV1 PCV1 FCV2 PCV2 MCV1 TRANSVERSAL 5 TRANSVERSAL 8 TRANSVERSAL 9 175.7 175.69 175.44 175.68 175.68 1.47 3.76 3.00 1.83 9.96 8.49 4.70 1.83 0 10.12 4.91 187.43 186.51 186.58 0 5.21 4.91 192.82 194.28 193.34 4.64 0 9.9 5.26 4.64 1.69 1.69 0 173.36 173.36 5.33 2.86 9.88 4.55 173.2 173.49 MONOLITO EXISTENTE TRANSVERSAL 1 COTA RASANTE COTA TERRENO DISTANCIA PARCIAL DISTANCIA ACUMULADA PENDIENTE C.REF 172 ESCALA 1 : 200 ( 2 INCLINADAS + 1 HUNDIDA ) SOLERAS REBAJADAS DETALLE ACCESO MINUSVALIDO \A1;0.30 BASE DE HORMIGON 170 Kg cem /m3 \A1;0.25 MURO MAMPOSTERIA PROYECTADO DEBEN QUEDAR HACIA LA SUPERFICIE LAS CARAS DE LAS PIEDRAS (BOLONES) CON SOLERA SEGUN LAMINA 3402 SE HAN PROYECTADO ACCESOS PARA MINUSVALIDOS EN TODOS LOS ENCUENTROS DE VEREDA 5-A DEL MANUAL DE VIALIDAD VEREDA EJE CALLE NOTA : URBANA VOLUMEN 3. H=var.(0.40-1.20) ESCALA 1 : 100 BARBACANA 2" CADA 3.00 mts. VEREDA PROY. EVACUACION AGUAS LLUVIAS DR PR DISPOSITIVO DE RODADO MURO DE MAMPOSTERIA PROY. VEREDA EXISTENTE POSTE ALUMBRADO PUBL. SOLERA HUNDIDA SOLERA REBAJADA CAMARA DE INSPECCION SOLERA PROYECTADA CALZADA DE H.C.V. PROYECTADO SIMBOLOGIA PLANTA ESCALA 1 : 500 4.53 172.56 5.33 172.87 9.86 2.78 1.75 0 1.75 172.76 172.76 C.REF 173 TRANSVERSAL 2 4.76 0 174.83 4.76 174.63 1.31 10 174.85 3.93 8.69 174.75 C.REF 174 TRANSVERSAL 3 TRANSVERSAL 4 4.76 0 175.01 1.59 9.92 175.10 4.43 174.92 3.57 8.33 175.07 C.REF 174 C.REF 175 1.96 176.84 1.96 176.88 0 3.00 176.5 4.96 5.26 176.92 10.22 TRANSVERSAL 6 C.REF 175 TRANSVERSAL 7 4.96 4.96 0 5.38 10.34 182.8 182.2 181.72 C.REF 181 C.REF 186 C.REF 192 5.51 10.76 196.67 5.25 5.25 196.01 0 197.24 TRANSVERSAL 10 C.REF 195 CR=172.12 CT=172.12 CR=177.54 CT=173.5 CR=173.5 CR=175.58 CT=175.44 CT=177.50 CT=188.45 CR=185.41 CT=185.31 CT=182.20 CR=198.77 CT=198.48 CR=191.37 CT=191.27 CR=188.65 CR=200 CT=200 T5 T4 T3 T2 T1 S/Nº Nº214A Nº218 Nº274 S/Nº ACC ACC 5 MONOLITO EXISTENTE MURO DE MAMPOSTERIA PROY. MURO DE MAMPOSTERIA PROY. 172.74 173.25 174.62 175.01 175.58 176.74 182.36 186.66 192.76 16.08 CT=173.5 PR 1 CR=182.36 Nº201 Nº214B Nº209 Nº247 Nº276 Nº251 Nº278 Nº278 Nº288 Nº299 CT=177.62 CR=177.69 CT=179.54 CR=179.21 CT=177.57 CR=177.67 CT=190.19 C.I.C.=190.42 CR=190.59 CT=190.62 CR=190.74 CT=190.97 C.I.C.=190.80 CR=190.33 C.I.C.=178.64 CR=199.2 CT=199.19 CR=200.69 CT=200.69 5 5 5 5 5 5 5 5 5 5 T6 T7 T8 T9 T10 CR=174.62 CT=174.63 CT=199.98 CR=199.94 CT=199.69 CR=199.44 CT=190.82 CR=190.89 CT=196.01 CR=196.08 i=2.71% i=3.17% L=43.45m L=41.70 m i=4.30% L=30.34m i=6.19% L=31.67 m i=25.94% 2T = 30 m L=11.77m i=15.3% L=3.15m 2T=10m i=29.5% L=10.95m L=13.77 m L=9.12m i=5.50% 2T=16.00m i=19.00% i=2% L=3.0m i=0.006 i=0.014 i=0.029 i=0.003 6.00 1,50 1,50 1,50 1,50 6.00 2,00 1,50 1,50 6.00 6.00 2,00 2,00 6.00 2,00 1,50 1,50 6.00 B A A B CR=196.53 CT=196.39 CT=194.29 CR=193.99 L=7.34m i=9.00% L=9.10m PCV3 FCV2 PCV2 FCV1 PCV1 L = 70 m Hm = 1.20 m L = 44 m Hm = 0.80 m FCV3 CR=197.85 CT=197.65 MCV3 CT=189.90 CR=189.94 MCV2 MCV1 i=23.00% i=19.0% L=2.4m MCV1 179.21 179.54 5 5 GRADAS PROYECTADAS A DEMOLER A DEMOLER 5 5 5 5 5 5 5 147.16 148.85 162.16 188.93 199.88 209.88 238.30 254.3 261.67 270.79 PRINCIPIO PROYECTO 3.00 200.07 276.79 200.07 DETALLE SOLERA HUNDIDA 0.20 CON HORM. 170 Kg.cem/m3 ASIENTO Y RESPALDO SOLERA 0.15 0.10 0.15 0.10 ASIENTO Y RESPALDO SOLERA CON HORM. 170 Kg.cem/m3 0.20 0.15 0.15 0.10 0.10 DET. SOLERA REBAJADA 0.12 ESCALA 1:10 SOLERA TIPO "A" DET. COLOCACION ESCALA 1:10 DE SOLERA 0.12 SOLERA TIPO "A" ASIENTO Y RESPALDO SOLERA CON HORM. 170 Kg.cem/m3 0.15 0.15 0.10 0.20 0.10 5 SOLERA TIPO A INCLINADA 5 5 5 ESCALA 1:10 SOLERA TIPO "A" 0.12 B 5 5 0,10 0,10 DETALLE TIPO ACCESO VEHICULAR CORTE A - A REBAJADA SOLERA TIPO "a" i % b/3 2% L.E. 5 SOLERA TIPO A REBAJADA 5 A VEREDA REFORZADA DE HC b/3 B 0.16 b 2b/3 BASE ESTABILIZADA CBR40% HORMIGON H-28 DETALLE GRADAS MALLA Fe o8 @ 20 BASE ESTABILIZADA CBR > 60 % 0.17 0.03 0.31 Fe o 8mm 0.02 ESCALA 1:20 HORMIGON PROY. H-25 GRADAS REFORZADAS e=0.10 m PARA ACCESO VEHICULAR / / 0.15 0.05 b A 0.33 ESCALA 1:10 SECCION DE GRADAS PLANTA ESCALA 1:20 ESCALA 1:50 ESCALA 1:50 CORTE B-B 3.00 3.00 0.16 0.16 0.15 0.15 0.07 0.05 BASE ESTABILIZADA CBR>40% SOLERA TIPO"A" PROY. CALZADA DE HCV PROYECTADA VEREDA DE HC PROY. 2% 2% 2% 2% VEREDA DE HC PROY. BASE ESTABILIZADA CBR>40% 2.00 VAR. ESCALA H 1:100 V 1:10 PERFIL TIPO B - B 0.40 1.50 VAR 3.00 3.00 0.16 0.16 0.15 0.15 SOLERA TIPO"A" PROY. CALZADA DE HCV PROYECTADA VEREDA DE HC PROY. 2% 2% 2% VEREDA DE HC PROY. BASE ESTABILIZADA CBR>40% 2.00 VAR. ESCALA H 1:100 V 1:10 PERFIL TIPO A - A 0.16 2% 2.00 VAR. 0.07 0.05 BASE ESTABILIZADA CBR>40% L=3.0m i=2% ESCALA H 1:500 V 1:50 PERFIL LONGITUDINAL ESCALA H 1:250 V 1:25 PERFILES TRANVERSALES CALZADA EXISTENTE VEREDA EXTTE. A DEMOLER VEREDA PROYECTADA PUNTO DE REFERENCIA VEREDA REFORZADA MCV2 CT=177.60 CR=177.53

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DWG, finish, floor, full, HIGHWAY, pavement, Project, Road, route, slope