Paving DWG Full Project for AutoCAD

PROJECT PAVING LOT83 HOUSINGS, BASED SOLUTION IN OUTSTANDING RESULT IN MINOR EARTH MOVING;

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

general plan loteo, jose joaquin perez street, street ignacio career pinto, area, equipment area, several owners, water cup enclosure, essbio, it is recommended to verify the topography of the place, note, unnamed gravel road, dining room, washing machine, refrigerator, bathroom, kitchen, living room, table, work, extension, lineaoficial, lineaedificacion, bordeolera, axis decalzada, antejardin, minimum distances, site type, housing, offered type a, bid type b, projected asphalt pavement, projected concrete pavement, existing pavement, level of pavement, level of land, reference point, prohibition sign, drain of a. rains, cp., pr., ct., runoff direction, symbology, detail solera type a, sidewalk projected pastelón, detail solera, empladillado, solera hcv, stabilized, asphalt driveway, detail meeting passage-street, transverse joint, solera, concrete pasteon, street axis, detail bottom of passage, solera type a, sidewalk pastelon, prefabricated, lc, axis passage, asphalt folder, stabilized base, floor slab, driveway, projected

Raw text data extracted from CAD file:

8,00 2,25 1,75 2,25 1,75 11,00 2,00 7,00 2,00 0,50 1,00 0,50 3,50 3,50 0,50 1,00 0,50 \A1;0.15 \A1;0.15 \A1;0.12 \A1;0.04 \A1;0.10 \A1;0.10 \A1;400 \A1;200 \A1;300 \A1;250 \A1;350 \A1;50 \A1;350 \A1;800 cm. \A1;400 \A1;700 \A1;1100 cm. \A1;100 \A1;50 \A1;50 \A1;50 \A1;100 \A1;50 \A1;800 cm. \A1;350 \A1;225 \A1;225 \A1;40 cms. \A1;10 \A1;15 \A1;15 \A1;40 cms. \A1;1113 cms. \A1;117 \A1;963 cms. \A1;150 \A1;800 cms. \A1;75 \A1;650 cms. \A1;75 \A1;12 \A1;4 \A1;3.00 \A1;3.50 \A1;3.00 \A1;3.50 \A1;3.50 \A1;3.50 N 100.00 100.00 100.00 100.25 100.25 100.00 100.00 99.75 99.75 99.75 99.50 100.25 100.50 100.25 100.50 100.75 100.75 100.75 100.50 100.50 100.75 100.75 100.75 100.75 I H G F E D C A CALLE NUEVA 1 10 09 08 07 06 05 04 03 02 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 01 02 03 04 06 07 M1 M6 M5 ESCALA 1:500 PLANTA GENERAL LOTEO 05 06 12 13 PJE. NUEVO 1 03 04 01 02 10 11 08 09 B 02 04 03 09 07 M2 M4 CALLE NUEVA 2 PJE. NUEVO 2 AREA VERDE 1 2 2 2 2 05 CALLE JOSE JOAQUIN PEREZ CALLE IGNACIO CARRERA PINTO 06 08 07 05 CALLE NUEVA 3 AREA VERDE 2 09 11 13 12 15 16 14 17 02 04 03 06 08 07 05 10 11 12 \A1;7.00 \A1;6.90 \A1;6.90 \A1;6.90 \A1;6.90 \A1;6.90 \A1;6.90 \A1;6.90 \A1;6.64 \A1;8.02 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 \A1;10.52 \A1;5.50 \A1;4.22 \A1;18.30 \A1;6.64 \A1;6.64 \A1;6.64 \A1;6.64 \A1;6.66 \A1;6.98 \A1;7.00 \A1;7.00 \A1;12.18 \A1;12.18 \A1;12.18 \A1;12.18 \A1;17.98 \A1;7.60 \A1;2.09 \A1;2.94 \A1;3.78 \A1;4.62 \A1;5.44 \A1;5.94 \A1;6.41 \A1;6.57 \A1;7.48 \A1;7.48 \A1;7.48 \A1;7.48 \A1;7.48 \A1;7.46 \A1;4.57 \A1;5.43 \A1;12.18 \A1;12.18 \A1;12.18 \A1;10.19 \A1;6.45 \A1;5.50 \A1;17.98 \A1;8.74 \A1;10.96 \A1;5.13 \A1;12.30 \A1;10.55 \A1;12.30 \A1;12.30 \A1;11.11 \A1;2.49 \A1;7.09 \A1;6.70 \A1;8.11 \A1;1.80 \A1;13.14 \A1;6.44 \A1;6.44 \A1;6.44 \A1;6.44 \A1;6.44 \A1;3.26 \A1;5.86 \A1;1.32 \A1;1.37 \A1;1.42 \A1;1.47 \A1;1.52 \A1;1.57 \A1;6.62 \A1;12.50 \A1;12.50 \A1;12.50 \A1;3.14 \A1;10.69 \A1;0.99 \A1;15.65 \A1;16.59 \A1;6.49 \A1;6.49 \A1;6.49 \A1;8.62 \A1;1.57 \A1;11.53 \A1;6.49 \A1;6.49 \A1;5.42 \A1;4.00 \A1;6.45 \A1;10.26 \A1;12.50 \A1;12.50 \A1;12.50 \A1;3.88 \A1;3.37 \A1;10.53 \A1;2.80 \A1;24.62 \A1;8.00 \A1;7.15 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;0.87 \A1;4.98 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.18 \A1;0.38 \A1;6.01 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;6.56 \A1;8.20 \A1;12.90 \A1;5.01 \A1;12.51 \A1;6.56 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 \A1;12.50 M3 AREA DE EQUIPAMIENTO \A1;12.50 \A1;6.73 \A1;28.63 93,70 142,00 74,48 161,72 VARIOS PROPIETARIOS VARIOS PROPIETARIOS RECINTO COPA DE AGUA ESSBIO \A1;6.84 \A1;6.84 \A1;6.84 \A1;6.84 \A1;6.84 SE RECOMIENDA VERIFICAR LA TOPOGRAFÍA DEL LUGAR NOTA 1 1 1 1 1 1 CAMINO DE RIPIO SIN NOMBRE \A1;5.17 \A1;6.84 \A1;6.84 \A1;6.84 \A1;6.84 \A1;6.84 \A1;6.84 \A1;7.74 \A1;10.14 \A1;8.09 \A1;6.85 \A1;6.84 \A1;7.28 \A1;12.30 \A1;12.35 \A1;28.23 comedor comedor Lavadora refrigerador 200 65 baño cocina estar estar 190 190 200 80 170 210 110 70 Mesa de Trabajo 110 70 200 75 Lavadora refrigerador 200 65 baño cocina estar 190 190 200 80 170 210 110 70 Mesa de Trabajo 110 70 200 75 AMPLIACION 2da ETAPA 200 75 0,7 1a ETAPA 0,6 1 2 3 4 5 6 7 1 2 3 4 5 6 7 L I N E A O F I C I A L L I N E A E D I F I C A C I O N 2 6,05 2,68 1,5 2 6,05 4,18 3 3,84 B O R D E S O L E R A 0,5 1 0,5 L I N E A O F I C I A L B O R D E S O L E R A E J E D E C A L Z A D A 3,5 3,5 2 ANTEJARDIN ANTEJARDIN 11 ESCALA 1:250 DISTANCIAS MÍNIMAS EMPLAZAMIENTO TIPO comedor Lavadora refrigerador 200 65 baño cocina estar 190 190 200 80 170 210 110 70 Mesa de Trabajo 110 70 200 75 AMPLIACION 2da ETAPA 200 75 0,7 1a ETAPA 0,6 1 2 3 4 5 6 7 ANTEJARDIN E J E D E C A L Z A D A 1,8 2,7 6 2 2,8 4,3 8 3,5 3,5 2,25 2 B O R D E S O L E R A E J E D E C A L Z A D A 1,8 VIVIENDA OFERTADA TIPO A VIVIENDA OFERTADA TIPO B PAVIMENTO ASFALTICO PROYECTADO PAVIMENTO DE HORMIGON PROYECTADO PAVIMENTO EXISTENTE COTA DE PAVIMENTO COTA DE TERRENO PUNTO DE REFERENCIA LETRERO DE PROHIBICIÓN “NO ENTRAR CAMIONES” SUMIDERO DE A. LLUVIAS = = = = CP. PR. = CT. = = = SENTIDO DE ESCURRIMIENTO = SIMBOLOGIA 5 5 5 5 5 HORMIGÓN 170 Kg/c/m3 5 ESC. 1/10 Detalle Solera Tipo A PR. \W4.47619; \A1;CP = 99.97 \W4.47619; \A1;CT = 100.1 \W4.95238; \A1;CP = 100.08 \W4.95238; \A1;CT = 100.15 \A1;i= 3% L= 3.5 m \W4.95238; \A1;CP = 100.22 \W4.95238; \A1;CT = 100.22 \A1;i= 0.4% L= 35.2 m \W4.95238; \A1;CP = 100.33 \W4.95238; \A1;CT = 100.33 \A1;i= 0.3% L= 35.4 m \W4.92857; \A1;CP = 100.59 \W4.92857; \A1;CT = 100.77 \A1;i= 0.5% L= 52.4 m \W4.95238; \A1;CP = 100.76 \W4.95238; \A1;CT = 100.76 \A1;i= 0.5% L= 34 m \A1;i= 0.5% L= 17 m \W4.95238; \A1;CP = 100.85 \W4.95238; \A1;CT = 100.81 \W7.95238; \A1;CP = 100.49/100.51 \W7.95238; \A1;CT = 100.7 \W4.47619; \A1;CP = 100.6 \W4.47619; \A1;CT = 100.6 \W4.97619; \A1;CP = 100.74 \W4.97619; \A1;CT = 100.37 \A1;i= 0.4% L= 36.07 m \W8.09524; \A1;CP = 100.66/100.68 \W8.09524; \A1;CT = 100.74 \W4.95238; \A1;CP = 100.73 \W4.95238; \A1;CT = 100.73 \A1;CP = 100.9 CT = 100.63 \A1;i= 0.4% L= 41.49 m \W4.95238; \A1;CP = 100.12 \W4.95238; \A1;CT = 100.16 \W4.95238; \A1;CP = 100.22 \W4.95238; \A1;CT = 100.1 \W4.50000; \A1;CP = 100.4 \W4.50000; \A1;CT = 99.5 \A1;i= 0.3% L= 59.09 m \W4.95238; \A1;CP = 100.23 \W4.95238; \A1;CT = 100.32 \W4.95238; \A1;CP = 100.33 \W4.95238; \A1;CT = 100.3 \W4.95238; \A1;CP = 100.48 \W4.95238; \A1;CT = 99.78 \A1;i= 0.3% L= 49.29 m ACERA PASTELÓN PROYECTADA = R= 6 m R= 6 m R= 6 m R= 6 m R= 5 m R= 5 m ESC. 1:20 DETALLE SOLERA EMPLANTILLADO HORMIGON H170 TIPO “A” SOLERA h.c.v. ESTABILIZADO e=15 cms. CALZADA ASFALTO 3% e= 6 cms. DETALLE ENCUENTRO PASAJE-CALLE TIPO H30 JUNTA TRANSVERSAL SOLERA PASTELON DE HORMIGON 400 200 300 250 350 50 350 800 cm. EJE CALLE 400 ESC. 1:200 DETALLE FONDO DE PASAJE ESC. 1:200 o 45 ESTABILIZADO 700 1100 cm. e= 8 cms. ESTABILIZADO 100 50 50 SOLERA TIPO A ACERA PASTELON PREFABRICADO e= 7 cms. 3% ACERA PASTELON PREFABRICADO ESTABILIZADO e= 8 cms. 50 100 50 e=15 cms. 3% EJE CALLE e= 7 cms. SOLERA TIPO A L.C. CORTE 1 CORTE 2 800 cm. 350 EJE PASAJE CARPETA ASFALTICA e=6 cms. 225 L.C. i=3% 225 BASE ESTABILIZADA e= 15 cms. PASAJE HORM. H30 e= 12 cms. i=3% L.C. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;225 \A1;225 ESC. 1:100 ESC. 1:100 i= 3% SOLERA REBAJADA i = 3% CALZADA 100.6 CON PINTO DE 0.02 m 100.59 CALZADA HORMIGON 0.12 m BASE ESTABILIZADA 0.15 m i= 0.4% 3.00 PROYECTADA 3.50 Encuentro entre Calle nueva 1 y Pje. nuevo 1 i= 1.67% SOLERA REBAJADA i = 3% CALZADA 100.73 CON PINTO DE 0.02 m 100.76 CALZADA HORMIGON 0.12 m BASE ESTABILIZADA 0.15 m i= 0.4% 3.00 PROYECTADA 3.50 \W7.39940; Corte A Encuentro entre Calle nueva 1 y Pje. nuevo 2 \W7.44837; Corte B i= 3% CP CALZADA DE ASFALTO 0.07 m BASE ESTABILIZADA 0.15 m i= 0.3% 3.50 3.50 Encuentro entre Calle nueva 1 con Calle nueva 2 y 3 \W7.38402; Corte C i= 3% SUB BASE ESTABILIZADA 0.15 m CP C C C C A A B B L.C.