Facilities – Connections – Drainage DWG Block for AutoCAD

Facilities – Connections – Drainage DWG Block for AutoCAD

Ground; Contours; Flush; Drain NL Monterrey Summit

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

amounts of work, Pipe diameter, Projected, Installed, Mm., Mm., Well of v. kind, Well of v. head, Well of v. manifold, downloads, Projected, Installed, duplex, Simple, duplex, Simple, Mm., Keys, Long, Pend., Diam., Ditch type, Road pav. Asphaltic, Section type, Prod. Of bank., variable, To the proctor, Tamped template, pipeline, Filling prod., Exc. Compacted, To the proctor, Asphalt pavement, Cm. of thickness, Ditch type, Road pav. Asphaltic, Section type, Prod. Of bank., variable, To the proctor, Tamped template, pipeline, Filling prod., Exc. Compacted, To the proctor, Asphalt pavement, Cm. of thickness, av. Lions walk, Calle alejandro de ruedas, variable, Sewage pipe, Sanitary ware diameter, Sanitary sewer pipes should be installed at the, Of the road will have a preferred, Levels with the water pipes, When this is not possible in accordance with the, Physical conditions of the project, Location of pipelines in roads, Road, cut, Home discharge detail, particular, property, Sewer pipe, Stalls, Concrete of f’c kg, Flattened with mortar of cm of esp., Seamstress template, Red-colored wall of the region, Min. Cm., Concrete of, Reinforced concrete cover., Cm register., sidewalk, Road, Tee special polyethylene piece, Atarjea de, Sewer pipe, With cm rubber gasket., plant, Road, sidewalk, registry, polyethylene, particular, property, water well, variable, Minimum thickness of cm., Cement with, Flattened with mortar, Steps with, Vars.de, cast iron, Concrete crusher, mortar, Sealed with, Masonry, Stone with mortar, of cement, Concrete crusher, Pipe of, Rammed, Partition wall, variable, Simple concrete, Asbestos reduction, Concrete vitrified pipe, Vars.de, Steps with, Cement with, Flattened with mortar, Minimum thickness of cm., variable, Partition wall, variable, variable, Common type well, Well with box of fall, Ditch type, Road pav. Asphaltic, Section type, Prod. Of bank., variable, To the proctor, Tamped template, pipeline, Filling prod., Exc. Compacted, To the proctor, Asphalt pavement, Cm. of thickness, Pipe of, Cm.d, Av stroll of the lions, Calle alejandro de ruedas, Sponsored links, unscaled, Location, Uanl faculty of architecture general facilities attack arq. Jose isaac flores team: gabriela jaime giovany barajas dmz yaretsi moyar drainage plan

Raw text data extracted from CAD file:

CANTIDADES DE OBRA DIAMETRO DE TUBERIA PROYECTADA INSTALADA 152 mm. (6") 77.498 203 mm. (8)" 1111.452 POZO DE V. TIPO 10 POZO DE V. CABEZA 2 POZO DE V. A COLECTOR 4 DESCARGAS PROYECTADA INSTALADA DUPLEX SENCILLAS DUPLEX SENCILLAS 101 mm. (4") 152 mm. (6") 54 1 CLAVES LONG. (mts)_____ PEND. (miles)_____ DIAM. (cms) \A1;58.00-68.72-20.3 \A1;44.70-0.17-20.3 \A1;39.21-12.31-20.3 \A1;45.30-17.70-20.3 \A1;64.95-68.49-20.3 \A1;38.7587.56-20.3 \A1;79.62-76.95-20.3 \A1;82.08-78.82-20.3 \A1;82.08-77.80-20.3 \A1;44.70-1.7-20.3 \A1;45.30-7.6-20.3 \A1;77.28-61.68-20.3 \A1;67.98-63.51-20.3 \A1;62.71-67.72-20.3 \A1;39.16-69.25-20.3 \A1;81.99-67.08-20.3 \A1;59.99-72.16-20.3 \A1;81.99-72.63-20.3 \A1;20 \A1;60 \A1;90 \A1;0.90 \A1;120 \A1;. \A1;0.20 \A1;30 \A1;20 \A1;20 \A1;27 \A1;15 \A1;20 \A1;. \A1;20 \A1;90 \A1;60 \A1;25 \A1;20 \A1;25 \A1;120 \A1;40 \A1;d \A1;. \A1;. \A1;20 \A1;VARIABLE \A1;40 \A1;80 \A1;70 \A1;28 \A1;0.28 \A1;1.20 \A1;1.76 \A1;0.28 S/E ZANJA TIPO CAMINO PAV. ASFALTICO SECCION TIPO B PROD. DE BANCO. B VARIABLE 0.1m. AL 85% PROCTOR PLANTILLA APISONADA L TUBERIA C D RELLENO PROD. EXC. COMPACTADO AL 90% PROCTOR PAVIMENTO ASFALTICO DE 15 CM. DE ESPESOR S/E ZANJA TIPO CAMINO PAV. ASFALTICO SECCION TIPO B PROD. DE BANCO. B VARIABLE 0.1m. AL 85% PROCTOR PLANTILLA APISONADA L TUBERIA C D RELLENO PROD. EXC. COMPACTADO AL 90% PROCTOR PAVIMENTO ASFALTICO DE 15 CM. DE ESPESOR AV. PASEO DE LOS LEONES CALLE ALEJANDRO DE RODAS <>-68.72-20.3 <>-0.17-20.3 <>-12.31-20.3 <>-17.70-20.3 <>-68.49-20.3 <>87.56-20.3 <>-76.95-20.3 <>-78.82-20.3 <>-77.80-20.3 <>-1.7-20.3 <>-7.6-20.3 <>-61.68-20.3 <>-63.51-20.3 <>-67.72-20.3 <>-69.25-20.3 <>-67.08-20.3 <>-72.16-20.3 <>-72.63-20.3 000.00 500.366 498.366 495.599 493.599 489.213 487.213 485.227 483.227 484.876 482.876 489.205 487.205 489.688 487.688 490.490 488.490 495.675 493.675 495.643 493.643 499.993 497.993. 499.890 497.890 495.990 493.990 486.041 484.041 482.648 480.648 483.561 481.561 150 150 VARIABLE VARIABLE VARIABLE TUBERIA ALCANTARILLADO SANITARIO DIAMETRO h(minimo) d LAS TUBERIAS DE ALCANTARILLADO SANITARIO DEBERAN INSTALARSE AL EJE DE LA VIALIDAD Y TENDRAN PREFERENCIA DE PASO POR LO QUE RESPECTA A NIVELES CON LAS TUBERIAS DE AGUA POTABLE, SALVO CUANDO NO SEA POSIBLE LO ANTERIOR , DE ACUERDO A LAS CONDICIONES FISICAS DEL PROYECTO LOCALIZACION DE TUBERIAS EN VIALIDADES VIALIDAD C L CORTE DETALLE DE DESCARGA DOMICILIARIA S/E PARTICULAR PROPIEDAD TUBERIA DE ALBAÑAL ATARJEA CONCRETO DE F'c = 150 Kg / cm2 APLANADO CON MORTERO DE 1 CM DE ESP. PLANTILLA DE PEDACERIA DE TABIQUE MURO DE TABIQUE ROJO RECOCIDO DE LA REGION 0.12 0.10 MIN. 60 CM. CONCRETO DE F'c=150 Kg/cm2 TAPA DE CONCRETO ARMADO. REGISTRO DE 60 X 40 CM. BANQUETA VIALIDAD TEE PIEZA ESPECIAL DE POLIETILENO ATARJEA DE TUBERIA DE ALBAÑAL CON JUNTA DE HULE DE 20 X 15 CM. 40.00 60.00 PLANTA VIALIDAD BANQUETA REGISTRO POLIETILENO PARTICULAR PROPIEDAD 20 60 90 POZO "A" VARIABLE 0.90 120 ESPESOR MINIMO DE 1 CM. DE CEMENTO 1:3 CON APLANADO CON MORTERO ESCALONES CON VARS.DE 1"d . O FIERRO FUNDIDO BROCAL DE CONCRETO MORTERO 1:3 TABIQUE JUNTEADO CON C O R T E A - A 0.20 MAMPOSTERIA DE PIEDRA CON MORTERO DE CEMENTO 1:3 B BROCAL DE CONCRETO 30 20 A 25 CM d TUBERIA DE APISONADO PEDACERIA DE TABIQUE 200 VARIABLE 20 20 27 15 20 CONCRETO SIMPLE . BAJADA DE ASBESTO CEMENTO, CONCRETO O TUBO VITRIFICADO 20 90 60 25 VARS.DE 1"d ESCALONES CON B 20 25 D DE CEMENTO 1:3 CON APLANADO CON MORTERO ESPESOR MINIMO DE 1 CM. 120 40 d . VARIABLE 10 10 PEDACERIA DE TABIQUE . VARIABLE 20 VARIABLE 40 C O R T E A - A S/E POZO DE VISITA TIPO COMUN POZO CON CAJA DE CAIDA S/E S/E S/E S/E S/E ZANJA TIPO CAMINO PAV. ASFALTICO SECCION TIPO B PROD. DE BANCO. B VARIABLE 0.1m. AL 85% PROCTOR PLANTILLA APISONADA L TUBERIA C D RELLENO PROD. EXC. COMPACTADO AL 90% PROCTOR PAVIMENTO ASFALTICO DE 15 CM. DE ESPESOR B C B 0.28 1.20 1.76 A 0.28 P L A N T A A C P L A N T A A 80 TUBERIA DE 20 A 25 CM.d 70 P L A N T A A 28 C O R T E B - B \W7.95238; AV PASEO DE LOS LEONES CALLE ALEJANDRO DE RODAS \W7.95238; AV CUMBRES ELITE SIN ESCALA UBICACION \W7.48576; UANL \W4.29683; FACULTAD DE ARQUITECTURA \W8.80902; \W4.22008; INSTALACIONES GENERALES Y \W4.22008; ACOMETIDAS \W8.80902; \W6.41427; ARQ. JOSE ISAAC FLORES V \W8.80902; \W6.74933; EQUIPO: \W6.15264; GABRIELA JAIME GONZALEZ\W6.15264; GIOVANY BARAJAS DMZ \W7.23969; YARETSI MOYAR \W8.80902; \W5.99202; PLANO DE DRENAJE

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

amounts of work, Pipe diameter, Projected, Installed, Mm., Mm., Well of v. kind, Well of v. head, Well of v. manifold, downloads, Projected, Installed, duplex, Simple, duplex, Simple, Mm., Keys, Long, Pend., Diam., Ditch type, Road pav. Asphaltic, Section type, Prod. Of bank., variable, The proctor, Tamped template, pipeline, Filling prod., Exc. Compacted, The proctor, Asphalt pavement, Cm. of thickness, Ditch type, Road pav. Asphaltic, Section type, Prod. Of bank., variable, The proctor, Tamped template, pipeline, Filling prod., Exc. Compacted, The proctor, Asphalt pavement, Cm. of thickness, av. Lions walk, Calle alejandro de ruedas, variable, Sewage pipe, Sanitary ware diameter, Sanitary sewer pipes should be installed at the, Of the road will have a preferred, Levels with the water pipes, Where this is not possible in accordance with, Physical conditions of the project, Location of pipelines in roads, Road, cut, Home discharge detail, particular, property, Sewer pipe, Stalls, Concrete of f’c kg, Flattened with mortar of cm of esp., Seamstress template, Red-wall wall annealed from the region, Min. Cm., Concrete of, Reinforced concrete cover., Cm register., sidewalk, Road, Tee special polyethylene piece, Atarjea de, Sewer pipe, With cm rubber gasket., plant, Road, sidewalk, registry, polyethylene, particular, property, water well, variable, Minimum thickness of cm., Cement with, Flattened with mortar, Steps with, Vars.de, cast iron, Concrete crusher, mortar, Sealed with, Masonry, Stone with mortar, of cement, Concrete crusher, Pipe of, Rammed, Partition wall, variable, Simple concrete, Asbestos reduction, Concrete glazed tube, Vars.de, Steps with, Cement with, Flattened with mortar, Minimum thickness of cm., variable, Partition wall, variable, variable, Common type visitor’s well, Well with box of fall, Ditch type, Road pav. Asphaltic, Section type, Prod. Of bank., variable, The proctor, Tamped template, pipeline, Filling prod., Exc. Compacted, The proctor, Asphalt pavement, Cm. of thickness, Pipe of, Cm.d, Av stroll of the lions, Calle alejandro de ruedas, Elite summits, unscaled, Location, Uanl faculty of architecture general facilities attack arq. Jose isaac flores team: gabriela jaime giovany barajas dmz yaretsi moyar drainage plan

Raw text data extracted from CAD file:

CANTIDADES DE OBRA DIAMETRO DE TUBERIA PROYECTADA INSTALADA 152 mm. (6") 77.498 203 mm. (8)" 1111.452 POZO DE V. TIPO 10 POZO DE V. CABEZA 2 POZO DE V. A COLECTOR 4 DESCARGAS PROYECTADA INSTALADA DUPLEX SENCILLAS DUPLEX SENCILLAS 101 mm. (4") 152 mm. (6") 54 1 CLAVES LONG. (mts)_____ PEND. (miles)_____ DIAM. (cms) \A1;58.00-68.72-20.3 \A1;44.70-0.17-20.3 \A1;39.21-12.31-20.3 \A1;45.30-17.70-20.3 \A1;64.95-68.49-20.3 \A1;38.7587.56-20.3 \A1;79.62-76.95-20.3 \A1;82.08-78.82-20.3 \A1;82.08-77.80-20.3 \A1;44.70-1.7-20.3 \A1;45.30-7.6-20.3 \A1;77.28-61.68-20.3 \A1;67.98-63.51-20.3 \A1;62.71-67.72-20.3 \A1;39.16-69.25-20.3 \A1;81.99-67.08-20.3 \A1;59.99-72.16-20.3 \A1;81.99-72.63-20.3 \A1;20 \A1;60 \A1;90 \A1;0.90 \A1;120 \A1;. \A1;0.20 \A1;30 \A1;20 \A1;20 \A1;27 \A1;15 \A1;20 \A1;. \A1;20 \A1;90 \A1;60 \A1;25 \A1;20 \A1;25 \A1;120 \A1;40 \A1;d \A1;. \A1;. \A1;20 \A1;VARIABLE \A1;40 \A1;80 \A1;70 \A1;28 \A1;0.28 \A1;1.20 \A1;1.76 \A1;0.28 S/E ZANJA TIPO CAMINO PAV. ASFALTICO SECCION TIPO B PROD. DE BANCO. B VARIABLE 0.1m. AL 85% PROCTOR PLANTILLA APISONADA L TUBERIA C D RELLENO PROD. EXC. COMPACTADO AL 90% PROCTOR PAVIMENTO ASFALTICO DE 15 CM. DE ESPESOR S/E ZANJA TIPO CAMINO PAV. ASFALTICO SECCION TIPO B PROD. DE BANCO. B VARIABLE 0.1m. AL 85% PROCTOR PLANTILLA APISONADA L TUBERIA C D RELLENO PROD. EXC. COMPACTADO AL 90% PROCTOR PAVIMENTO ASFALTICO DE 15 CM. DE ESPESOR AV. PASEO DE LOS LEONES CALLE ALEJANDRO DE RODAS <>-68.72-20.3 <>-0.17-20.3 <>-12.31-20.3 <>-17.70-20.3 <>-68.49-20.3 <>87.56-20.3 <>-76.95-20.3 <>-78.82-20.3 <>-77.80-20.3 <>-1.7-20.3 <>-7.6-20.3 <>-61.68-20.3 <>-63.51-20.3 <>-67.72-20.3 <>-69.25-20.3 <>-67.08-20.3 <>-72.16-20.3 <>-72.63-20.3 000.00 500.366 498.366 495.599 493.599 489.213 487.213 485.227 483.227 484.876 482.876 489.205 487.205 489.688 487.688 490.490 488.490 495.675 493.675 495.643 493.643 499.993 497.993. 499.890 497.890 495.990 493.990 486.041 484.041 482.648 480.648 483.561 481.561 150 150 VARIABLE VARIABLE VARIABLE TUBERIA ALCANTARILLADO SANITARIO DIAMETRO h(minimo) d LAS TUBERIAS DE ALCANTARILLADO SANITARIO DEBERAN INSTALARSE AL EJE DE LA VIALIDAD Y TENDRAN PREFERENCIA DE PASO POR LO QUE RESPECTA A NIVELES CON LAS TUBERIAS DE AGUA POTABLE, SALVO CUANDO NO SEA POSIBLE LO ANTERIOR , DE ACUERDO A LAS CONDICIONES FISICAS DEL PROYECTO LOCALIZACION DE TUBERIAS EN VIALIDADES VIALIDAD C L CORTE DETALLE DE DESCARGA DOMICILIARIA S/E PARTICULAR PROPIEDAD TUBERIA DE ALBAÑAL ATARJEA CONCRETO DE F'c = 150 Kg / cm2 APLANADO CON MORTERO DE 1 CM DE ESP. PLANTILLA DE PEDACERIA DE TABIQUE MURO DE TABIQUE ROJO RECOCIDO DE LA REGION 0.12 0.10 MIN. 60 CM. CONCRETO DE F'c=150 Kg/cm2 TAPA DE CONCRETO ARMADO. REGISTRO DE 60 X 40 CM. BANQUETA VIALIDAD TEE PIEZA ESPECIAL DE POLIETILENO ATARJEA DE TUBERIA DE ALBAÑAL CON JUNTA DE HULE DE 20 X 15 CM. 40.00 60.00 PLANTA VIALIDAD BANQUETA REGISTRO POLIETILENO PARTICULAR PROPIEDAD 20 60 90 POZO "A" VARIABLE 0.90 120 ESPESOR MINIMO DE 1 CM. DE CEMENTO 1:3 CON APLANADO CON MORTERO ESCALONES CON VARS.DE 1"d . O FIERRO FUNDIDO BROCAL DE CONCRETO MORTERO 1:3 TABIQUE JUNTEADO CON C O R T E A - A 0.20 MAMPOSTERIA DE PIEDRA CON MORTERO DE CEMENTO 1:3 B BROCAL DE CONCRETO 30 20 A 25 CM d TUBERIA DE APISONADO PEDACERIA DE TABIQUE 200 VARIABLE 20 20 27 15 20 CONCRETO SIMPLE . BAJADA DE ASBESTO CEMENTO, CONCRETO O TUBO VITRIFICADO 20 90 60 25 VARS.DE 1"d ESCALONES CON B 20 25 D DE CEMENTO 1:3 CON APLANADO CON MORTERO ESPESOR MINIMO DE 1 CM. 120 40 d . VARIABLE 10 10 PEDACERIA DE TABIQUE . VARIABLE 20 VARIABLE 40 C O R T E A - A S/E POZO DE VISITA TIPO COMUN POZO CON CAJA DE CAIDA S/E S/E S/E S/E S/E ZANJA TIPO CAMINO PAV. ASFALTICO SECCION TIPO B PROD. DE BANCO. B VARIABLE 0.1m. AL 85% PROCTOR PLANTILLA APISONADA L TUBERIA C D RELLENO PROD. EXC. COMPACTADO AL 90% PROCTOR PAVIMENTO ASFALTICO DE 15 CM. DE ESPESOR B C B 0.28 1.20 1.76 A 0.28 P L A N T A A C P L A N T A A 80 TUBERIA DE 20 A 25 CM.d 70 P L A N T A A 28 C O R T E B - B \W7.95238; AV PASEO DE LOS LEONES CALLE ALEJANDRO DE RODAS \W7.95238; AV CUMBRES ELITE SIN ESCALA UBICACION \W7.48576; UANL \W4.29683; FACULTAD DE ARQUITECTURA \W8.80902; \W4.22008; INSTALACIONES GENERALES Y \W4.22008; ACOMETIDAS \W8.80902; \W6.41427; ARQ. JOSE ISAAC FLORES V \W8.80902; \W6.74933; EQUIPO: \W6.15264; GABRIELA JAIME GONZALEZ\W6.15264; GIOVANY BARAJAS DMZ \W7.23969; YARETSI MOYAR \W8.80902; \W5.99202; PLANO DE DRENAJE

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, connections, contours, drain, drainage, DWG, facilities, flush, ground, kläranlage, monterrey, stormwater drainage, treatment plant