Rainwater Passage DWG Detail for AutoCAD

Flat design – type in street rainwater passage – Details – specifications – sizing – Construction cuts

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

Narrowing, Worksheet, Street passage, Hcv, Stabilized, Geotextile polyfelt, demolish, It’s going to demolish, kind, sidewalk, road, sidewalk, road, Arrau, Do Not Enter, Trucks, Cms., Cms., variable, variable, variable, variable, variable, variable, Picture of works of rainwater, designation, manifold, others, Type sump no., Decanter chamber no., Ml., Infiltration trench ml., Pje Galvarino, total, Galvarino, Lientur, Bilbao, Galvarino exp., Longitudinal profile, Vertical scale s, Galvanic passage, Quotas, Existing land, Flush, cut, Heights, Gradient earrings, filling, Accumulated, partial, profile, Street axis lientur, Bilbao street axis, scale, Rainwater plant, Cross-sectional profile, Vertical scale s, Galvarino, Quotas, Existing land, Flush, cut, Heights, Gradient earrings, filling, Accumulated, partial, Official line, Pje galvarino shaft, Official line, Cross-sectional profile, Vertical scale s, Galvarino, Quotas, Existing land, Flush, cut, Heights, Gradient earrings, filling, Accumulated, partial, Official line, Pje galvarino shaft, Official line, ground, Flush, ground, Flush, ground, Flush, ground, Flush, ground, Flush, Narrowing, Contributing area, Government of chile ministry of housing urbanism served biobio region, province:, sheet, scale:, Indicated, Format:, …………………………………….., draft, entry:, date:, Invoice, commune:, Sector location:, designer:, Property planning review, owner:, reviser:, Urban projects project area, conception, Chiguayante, August, Content: water plant details of works., Signature name address, Paving project, review, …………………………, ……………….., Date of gift certificate:, Rainwater solution, unscaled, Location, Arturo prat, Av lib bdo, Palena, Pje, Alley valdes, Angamos, Galvarino, October, New palena, Pj.paicavi, New street, I seat him, To the hill, Paicavi, Galvarino, Ainavillo, Lientur, Bilbao, Street, Lientur, Pje, Lap top, Acacios, Lap top, Lautaro, Pje, Street, Pje, central, Street, Pje, October, villa, The plums, Population, Pinewoods, villa, sector, Prat, Av lib bdo, General nomenclature, Linear elements, Soil treatment, Roadway replenish., Maintain existing sidewalk., Official line, Maintain type., Sidewalk hcv., Road axis, Roadway hcv., Existing sidewalk replenish., Projected hearth type, Solera type reset., Specific elements, C.i. wastewater., Well of recognition., Existing faucet., Pr. C.i. wastewater., Detail of infiltration trench, scale, Detail of infiltration trench, scale, Sink detail, scale, rack, Horizontal grid according to detail, plant, variable, Discharge chamber decanter, Decanter chamber detail, scale, Detail drain cleaning chamber, scale, Drains detail, scale, variable, variable, variable, variable, variable

Raw text data extracted from CAD file:

\A1;0.00 \A1;Km-0.0000 \A1;Km-0.0033 \A1;Km-0.0094 \A1;Km-0.0424 \A1;Km-0.1357 \A1;3.28 \A1;3.50 \A1;3.28 \A1;9.38 \A1;42.43 \A1;77.48 \A1;104.83 \A1;128.68 \A1;132.18 \A1;135.68 \A1;Km-0.0775 \A1;Km-0.1048 \A1;Km-0.1287 \A1;Km-0.1322 \A1;6.10 \A1;33.05 \A1;35.05 \A1;27.35 \A1;23.85 \A1;3.50 N S O E \A1;Km-0.0424 \A1;0.00 \A1;2.00 \A1;11.00 Km-0.00000 \A1;2.00 \A1;3.50 \A1;3.50 \A1;2.00 \A1;9.00 \A1;5.50 \A1;Km-0.1048 \A1;0.00 \A1;2.00 \A1;9.50 \A1;7.50 \A1;4.75 \A1;2.00 \A1;2.75 \A1;2.75 \A1;2.00 \A1;L=6.00m ANGOSTAMIENTO \A1;1.50 \A1;R6.38 \A1;R6.38 \A1;7.00 \A1;5.50 \A1;5.50 \A1;5.50 \A1;3.00 \A1;29.81 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;R3.00 \A1;R3.00 \A1;R5.00 \A1;R5.00 \A1;190g \A1;193g \A1;193g CUADRO DE OBRAS CALLE O PASAJE \T0.95;SOLERA (ml) HCV (m²) \W0.8;BASE ESTABILIZADA (m³\Fromans|c0;) GEOTEXTIL POLYFELT (m²) \T0.9;CALZADA A DEMOLER (m²) ACERA A DEMOLER (m²) TIPO "A" ACERA 0.07m CALZADA 0.15m ACERA 0.08m CALZADA 0.25m ARRAU 258.35 478.23 759.94 38.26 189.99 759.94 89.78 135.31 \A1;7.00 \A1;2.00 NO ENTRAR CAMIONES \W0.8;PARE \A1;15 \A1;20 \A1;250 cms. \A1;26 \A1;18 \A1;32 \A1;120 \A1;18 \A1;106 \A1;18 \A1;20 \A1;250 cms. \A1;106 \A1;18 \A1;106 \A1;18 \A1;22 \A1;18 \A1;66 \A1;41 \A1;5 \A1;15 \A1;35 \A1;3 \A1;3 \A1;3 \A1;15 \A1;60 \A1;0.30 \A1;15 \A1;66 \A1;26 \A1;106 \A1;21 \A1;21 \A1;100 \A1;R15 \A1;15 \A1;31 \A1;15 \A1;66 \A1;30 \A1;15 \A1;35 \A1;15 \A1;15 \A1;50 \A1;15 \A1;75 \A1;15 \A1;H= variable \A1;15 \A1;170 \A1;15 \A1;200 \A1;15 \A1;120 \A1;15 \A1;150 \A1;51 \A1;18 \A1;62 \A1;18 \A1;51 \A1;60 \A1;80 \A1;60 \A1;200 \A1;15 \A1;45 \A1;15 \A1;200 \A1;6 \A1;15 \A1;36 \A1;18 \A1;129 \A1;36 \A1;132 \A1;80 \A1;45 \A1;198 \A1;30 \A1;0.30 \A1;15 \A1;120 \A1;15 \A1;150 \A1;36 \A1;114 \A1;60 \A1;123 \A1;6 \A1;15 \A1;198 \A1;200 \A1;80 \A1;15 \A1;H= variable \A1;5 \A1;H= variable \A1;0.30 \A1;15 \A1;120 \A1;15 \A1;150 \A1;120 \A1;15 \A1;15 \A1;150 \A1;62 \A1;57 \A1;15 \A1;H= variable \A1;5 \A1;H= variable \A1;15 \A1;150 \A1;20 \A1;20 \A1;15 \A1;15 \A1;120 \A1;15 \A1;150 \A1;25 \A1;25 \A1;H= variable \A1;66 \A1;68 \A1;66 \A1;36 \A1;18 \A1;90° \A1;120° \A1;51 \A1;18 \A1;18 \A1;36 \A1;18 CUADRO DE OBRAS DE AGUAS LLUVIAS DESIGNACIÓN COLECTOR OTROS SUMIDERO TIPO S-3 No. CÁMARA DECANTADORA No. PVC-S 180mm. ml. PVC-S 250mm. ml. ZANJA DE INFILTRACIÓN ml. PJE. GALVARINO 4 4 68,00 8,05 44,00 TOTAL 4 4 68,00 8,05 44,00 GALVARINO LIENTUR BILBAO GALVARINO EXP. 99.80 5 5 5 5 5 101.00 99.90 100.00 100.10 100.20 100.30 100.40 100.50 100.70 100.80 100.90 100.60 PERFIL LONGITUDINAL ESCALA HORIZONTAL 1:250 ESCALA VERTICAL 1:25 \T0.9;EJE PASAJE GALVARINO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \T0.95000;DISTANCIAS (m) COTAS (m) TERRENO EXISTENTE RASANTE SUB-RASANTE CORTE ALTURAS (m) PENDIENTES Y GRADIENTES RELLENO ACUMULADA PARCIAL -- 99.86 99.86 -- -- -- 99.76 99.76 -- -- 99.90 99.63 99.90 -- -- 99.73 99.90 100.00 -- 0.08 99.83 99.88 100.10 -- 0.20 99.99 100.33 100.26 0.09 -- -- 100.75 100.75 -- -- -- 100.86 100.86 -- -- 100.88 100.59 100.86 0.04 -- L=3.28m \W0.64286; i=3.0% L=3.50m \W0.64286; i=3.0% L=3.50m \W0.64286; i=3.0% L=23.85m L=27.35m L=35.05m L=33.05m L=6.10m \W0.64286; i=2.3% PERFIL PG-01 PERFIL PG-02 EJE CALLE LIENTUR EJE CALLE BILBAO ESCALA 1:250 PLANTA DE AGUAS LLUVIAS 99.80 Km-0.0424 99.90 100.00 100.10 100.20 100.30 100.40 100.50 PERFIL TRANSVERSAL ESCALA HORIZONTAL 1:200 ESCALA VERTICAL 1:20 \T0.9;PASAJE GALVARINO PG-01 5 5 5 \T0.95000;DISTANCIAS (m) COTAS (m) TERRENO EXISTENTE RASANTE SUB-RASANTE CORTE ALTURAS (m) PENDIENTES Y GRADIENTES RELLENO ACUMULADA PARCIAL 100.02 99.81 100.08 -- -- \T0.95;99.90 99.73 \T0.95000;100.00 -- -- 100.04 99.81 100.08 -- -- \T0.90000;L=2.00m \W0.63757; \T0.90000;i=2.0% L=3.50m \W0.64286; i=3.0% LÍNEA OFICIAL \~ EJE PJE GALVARINO LÍNEA OFICIAL \~ L=3.50m \W0.64286; i=3.0% Km-0.0000 Km-0.0033 Km-0.0094 Km-0.0775 Km-0.1048 Km-0.1287 Km-0.1322 Km-0.1357 5 5 5 5 5 5 -- 99.90 \T0.90000;100.05/99.90 -- -- -- 99.92 \T0.90000;99.90\\100.05 -- -- 99.80 Km-0.1048 99.90 100.00 100.10 100.20 100.30 100.40 100.50 PERFIL TRANSVERSAL ESCALA HORIZONTAL 1:200 ESCALA VERTICAL 1:20 \T0.9;PASAJE GALVARINO PG-02 5 5 5 \T0.95000;DISTANCIAS (m) COTAS (m) TERRENO EXISTENTE RASANTE SUB-RASANTE CORTE ALTURAS (m) PENDIENTES Y GRADIENTES RELLENO ACUMULADA PARCIAL 100.34 100.10 -- -- 99.99 \T0.95;100.33 -- -- 100.33 100.10 -- -- \T0.90000;L=2.00m \W0.63757; \T0.90000;i=2.0% L=2.75m \W0.64286; i=3.0% LÍNEA OFICIAL \~ EJE PJE GALVARINO LÍNEA OFICIAL \~ L=2.75m \W0.64286; i=3.0% \T0.90000;L=2.00m \W0.63757; \T0.90000;i=2.0% 5 5 5 5 5 5 -- 100.31 -- -- -- 100.32 -- -- \W3.85714; 99.80 \W4.52381; 101.00 \W3.85714; 99.90 \W4.52381; 100.00 \W4.52381; 100.10 \W4.52381; 100.20 \W4.52381; 100.30 \W4.52381; 100.40 \W4.52381; 100.50 \W4.52381; 100.70 \W4.52381; 100.80 \W4.52381; 100.90 \W4.52381; 100.60 101.10 \W4.52381; 101.10 \W4.52381; 101.20 101.20 TERRENO RASANTE TERRENO RASANTE TERRENO RASANTE TERRENO RASANTE TERRENO RASANTE 99.89 99.82 99.89 99.92 99.88 99.91 100.07 100.66 Km-0.0424 L=<>m ANGOSTAMIENTO 5 \T0.90000;L=2.00m \W0.63757; \T0.90000;i=2.0% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R5.00 R5.00 5 5 5 \W0.87500x;\T0.90000;100.37 \W0.87500x;\T0.90000;100.26 \W0.87500x;\T0.90000;100.37 \W0.87500x;\T0.90000;100.33/100.18 \W0.87500x;\T0.90000;100.18\\100.33 5 5 AREA APORTANTE A1= 0.38 há AREA APORTANTE A2= 0.33 há 1857.33m² 0.19ha. A3 1015.03m² 0.10ha. A1 1252.80m² 0.13ha. A4 1325.56m² 0.13ha. A2 \W8.99702; i=2.5% \W7.84152; i=0.6% \W8.19821; i=0.3% \W9.62277; i=0.3% GOBIERNO DE CHILE MINISTERIO DE VIVIENDA Y URBANISMO SERVIU REGIÓN DEL BIOBIO PROVINCIA: LÁMINA N°: ESCALA: INDICADAS FORMATO: A-1 (841x594mm) ............................................ PROYECTO N°: INGRESO: FECHA: FACTURA N° DEL COMUNA: SECTOR O LOCALIDAD: PROYECTISTA: V°B° REVISIÓN EQUIPO URBANIZACIÓN PROPIETARIO: REVISOR: ÁREA DE PROYECTOS OBRAS URBANAS CONCEPCIÓN CHIGUAYANTE CHIGUAYANTE 2 de 2 AGOSTO 2012 CONTENIDO: PLANTA DE AGUAS LLUVIAS, DETALLES Y CUADRO DE OBRAS. FIRMA : NOMBRE : DIRECCIÓN : FIRMA : NOMBRE : DIRECCIÓN : PROYECTO DE PAVIMENTACIÓN PASAJE GALVARINO,CHIGUAYANTE. REVISIÓN N°: .............................. 1 .................... FECHA DE CERTIFICADO DOM: SOLUCIÓN AGUAS LLUVIAS SIN ESCALA UBICACIÓN ARTURO PRAT AV LIB BDO O"HIGGINS PALENA PJE 1 CALLEJON VALDES CALLEJON VALDES PJ.3 PJ.1 ANGAMOS GALVARINO PJ.4 12 DE OCTUBRE NUEVA PALENA Pj.PAICAVI CALLE NUEVA PJ.2 LO PLAZA AL CERRO PAICAVI GALVARINO AINAVILLO LIENTUR BILBAO CALLE 1 LIENTUR PJE 3 PJE 2 COLO COLO ACACIOS COLO COLO LAUTARO PJE 1 PJE 2 CALLE 2 PJE.3 PJE.4 PJE 1 PJE.5 PJE.2 CENTRAL CALLE 1 PJE 3 P.12 OCTUBRE VILLA LOS CIRUELOS POBL. PINARES VILLA SECTOR PRAT AV LIB BDO O"HIGGINS NOMENCLATURA GENERAL ELEMENTOS LINEALES TRATAMIENTO DE SUELO CALZADA EXISTENTE, A REPONER. ACERA EXISTENTE A MANTENER. LINEA OFICIAL. SOLERA TIPO "A", A MANTENER. ACERA HCV. PROYECTADO, H-30, e=7cm. EJE CALZADA. CALZADA HCV. PROYECTADO, H-30, e= 15cm. ACERA EXISTENTE A REPONER. SOLERA PROYECTADA TIPO "A". SOLERA TIPO "A", A REPONER. ELEMENTOS PUNTUALES C.I. AGUAS SERVIDAS. POZO DE RECONOCIMIENTO. GRIFO EXISTENTE. PR. C.I. AGUAS SERVIDAS. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE ZANJA DE INFILTRACIÓN ESCALA 1:20 \W0.7;\T0.95;Nº 1 - 2 - 4 5 5 5 5 5 5 5 5 5 5 5 DETALLE ZANJA DE INFILTRACIÓN ESCALA 1:20 \W0.7;\T0.95;Nº 3 DETALLE SUMIDERO S-3 ESCALA 1:20 \W0.87500x;\T0.95000;CORTE A-A \W0.87500x;\T0.95000;DETALLE REJILLA 5 5 5 5 5 5 5 5 5 REJILLA HORIZONTAL SEGÚN DETALLE B B A A PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 H= variable DESCARGA A CAMARA DECANTADORA PVC-S D=250mm. i=3% \W0.87500x;\T0.95000;CORTE B-B D C 5 5 5 5 D C 5 5 5 5 5 5 5 5 5 PVC-S D=180mm. \W4.47619; i=0.5% PVC-S D=180mm. \W4.47619; i=0.5% 5 5 5 5 PVC-S D=250mm. \W0.87500x;\T0.95000;PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.87500x;\T0.95000;CORTE C-C DETALLE CÁMARA DECANTADORA ESCALA 1:25 5 DETALLE CÁMARA DE LIMPIEZA DE DRENES ESCALA 1:25 30 DETALLE DE DRENES ESCALA 1:20 5 5 5 5 PVC-S D=180mm. \W4.47619; i=0.5% 5 PVC-S D=250mm. \W5.19048; i=3% 5 5 5 5 5 5 \W0.87500x;\T0.95000;CORTE D-D 5 5 5 5 5 5 5 F F E E PVC-S D=180mm. \W4.47619; i=0.5% 5 5 5 5 57 PVC-S D=180mm. \W4.47619; i=0.5% 5 H= variable 5 H= variable 5 5 5 5 5 5 5 5 5 5 5 H= variable 5 H= variable 5 5 \W0.87500x;\T0.95000;CORTE E-E \W0.87500x;\T0.95000;CORTE F-F 5 \W0.87500x;\T0.95000;PLANTA PVC-S D=180mm. \W4.47619; i=0.5% H= variable 66 68 66 5 5 5 5 5 5 5 5 5

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

Narrowing, Worksheet, Street passage, Hcv, Stabilized, Geotextile polyfelt, demolish, It’s going to demolish, kind, sidewalk, road, sidewalk, road, Arrau, Do Not Enter, Trucks, Cms., Cms., variable, variable, variable, variable, variable, variable, Picture of rainwater works, designation, manifold, others, Type sump no., Decanter chamber no., Ml., Infiltration trench ml., Pje Galvarino, total, Galvarino, Lientur, Bilbao, Galvarino exp., Longitudinal profile, Vertical scale s, Galvanic passage, Quotas, Existing land, Flush, cut, Heights, Gradient earrings, filling, Accumulated, partial, profile, Street axis lientur, Bilbao street axis, scale, Rainwater plant, Cross-sectional, Vertical scale s, Galvarino, Quotas, Existing land, Flush, cut, Heights, Gradient earrings, filling, Accumulated, partial, Official line, Pje galvarino axis, Official line, Cross-sectional, Vertical scale s, Galvarino, Quotas, Existing land, Flush, cut, Heights, Gradient earrings, filling, Accumulated, partial, Official line, Pje galvarino axis, Official line, ground, Flush, ground, Flush, ground, Flush, ground, Flush, ground, Flush, Narrowing, Contributing area, Government of chile ministry of housing urbanism serviu biobio region, province:, sheet, scale:, Indicated, Format:, …………………………………….., draft, entry:, date:, Invoice, commune:, Sector location:, designer:, Property planning review, owner:, reviser:, Urban projects project area, conception, Chiguayante, August, Content: water plant details of works., Signature name address, Paving project, review, …………………………, ……………….., Date of gift certificate:, Rainwater solution, unscaled, Location, Arturo prat, Av lib bdo, Palena, Pje, Alley valdes, Angamos, Galvarino, October, New palena, Pj.paicavi, New street, I seat him, To the hill, Paicavi, Galvarino, Ainavillo, Lientur, Bilbao, Street, Lientur, Pje, Lap top, Acacios, Lap top, Lautaro, Pje, Street, Pje, central, Street, Pje, October, villa, The plums, Population, Pinewoods, villa, sector, Prat, Av lib bdo, General nomenclature, Linear elements, Soil treatment, Roadway replenish., Existing sidewalk maintain., Official line, Maintain type., Sidewalk hcv., Roadway axis., Roadway hcv., Existing sidewalk replenish., Projected hearth type, Solera type reset., Point elements, C.i. wastewater., Well of recognition., Existing faucet., Pr. C.i. wastewater., Detail of infiltration trench, scale, Detail of infiltration trench, scale, Sink detail, scale, rack, Horizontal grid according to detail, plant, variable, Discharge chamber decanter, Decanter chamber detail, scale, Detail drain cleaning chamber, scale, Drains detail, scale, variable, variable, variable, variable, variable

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Wood, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, civil engineering, construction, Design, DETAIL, details, DWG, flat, kläranlage, passage, rainwater, sizing, specifications, street, treatment plant, type

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