Curb Box DWG Detail for AutoCAD

Curb Box DWG Detail for AutoCAD

Curb Box – Details

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

According to pavement, According to pavement, section, Plant, Pavement, Basement type, Ceramic iron type cast iron fence, section, Min: max:, Plant, Concrete in mass, Type chest, Tube, Tube, Tube mm., Concrete slab, Min: max:, Asphalt pavement, Slab of reinforced concrete, Drainage, Concrete slab, Drainage, Slab of reinforced concrete, Concrete in mass, Tube mm., Section channeling, Compressed selected fill, Tube mm, Signaling tape, Asphalt pavement, Sand, Kg concrete, Reinforced distribution conduit in high tension, Unipolar, section, Quotas in cm, Tripolar, Vial box, Box for roads, Buried, Concrete, In mass of characteristic resistance, it will first be poured into a thickness of cm for, Cable seat with its tube. Once placed it will end up filling up to a height, Of cm., Tube special fibrocement pieces., Diameter according to technical documentation., They will be placed on the first layer of as many tubes as lines run through the trench., Low voltage distribution cabinet, Chest b.t., Pavement of sidewalks, Flexible pipe, Picture, Mm., Concrete, Closet door, Fully integrated, With lid, Plant, Fence cast iron, Vibrated cm., Concrete block, Pvc tube mm., Concrete block, Vibrated cm., section, Minimum, Tube mm., Tiled floor, Nerves, Tube mm., Tube mm., Type chest, Unelco, B. T., Fence cast iron, Type chest, Tiled floor, Minimum, section, Pvc tube mm., Plant, Concrete slab, Pvc tube mm., Concrete block, Vibrated cm., Concrete block, Vibrated cm., Pvc tube mm., Pvc tube mm., Variable according to pavement, Detail channeling on road with tubes, Variable according to pavement, Detail pipe on pedestrian sidewalk with tubes, Type chest, With lid, With lid, Details, Technical office address: alvarez de abreu santa cruz de la palma. Tlf:, San telmo street, Excmo Town hall of palm, Situation, Draftsman:, Scale:, Petitioner:, March, Rehabilitation, Minus, Square sto. Sunday until, Technician, Municipal, Francisco j. Technical grit, San telmo street, Jose carlos rodriguez technical engineer, Technician, Municipal, High low tension

Raw text data extracted from CAD file:

\A1;0.66 \A1;0.03 \A1;0.02 \A1;0.72 \A1;0.07 \A1;0.86 \A1;0.07 \A1;0.09 \A1;0.04 \A1;0.71 \A1;0.05 \A1;0.07 \A1;1.80 \A1;0.80 a 1.00 \A1;0.70 \A1;1.10 \A1;10 \A1;45 \A1;90 \A1;60 \A1;60 \A1;90 \A1;10 \A1;45 \A1;0.67 \A1;0.60 \A1;0.55 \A1;0.06 \A1;0.72 \A1;0.06 \A1;0.13 \A1;0.60 \A1;0.32 \A1;0.10 \A1;0.85 \A1;0.67 \A1;400 \A1;25 \A1;100 \A1;100 \A1;0.67 \A1;Minimo 0.60 \A1;0.32 \A1;0.10 \A1;700 \A1;25 \A1;500 \A1;750 \A1;720 \A1;690 \A1;760 \A1;Minimo 0.60 \A1;500 \A1;0.28 \A1;VARIABLE SEGUN PAVIMENTO \A1;0.36 \A1;0.62 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.16 \A1;0.10 \A1;0.10 \A1;0.28 \A1;VARIABLE SEGUN PAVIMENTO \A1;0.36 \A1;0.62 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.16 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.43 \A1;0.43 \A1;0.38 \A1;0.41 \A1;0.43 \A1;0.37 \A1;0.41 \A1;0.43 \A1;0.44 \A1;0.38 \A1;0.60 \A1;0.44 1.80 0.80 a 1.00 0.70 1.10 SECCION A-B 2.10 1.50 0.20 0.20 PLANTA 1.90 1.90 1.60 1.20 A PAVIMENTO B SOTANO TIPO S-1 0.20 0.20 0.20 CERCO Y TAPA FUNDICION DE HIERRO TIPO B-2 SECCION A-B 0.927 Min: 1.10 Max: 1.30 PLANTA HORMIGON EN MASA H-175 ARQUETA TIPO A-3 TUBO d200mm A B TUBO d200mm 0.72 TUBO d200 mm. TUBO d200 mm. SOLERA DE HORMIGON H-100 Min: 0.80 Max: 1.00 PAVIMENTO ASFALTICO LOSA DE HORMIGON ARMADO 0.66 DESAGÜE SOLERA DE HORMIGON H-100 DESAGÜE 0.72 LOSA DE HORMIGON ARMADO HORMIGON EN MASA H-175 5 5 5 5 5 5 5 5 5 \A1;0.02 5 \A1;0.02 5 5 TUBO d160 mm. TUBO d160 mm. 0.70 SECCION CANALIZACION 0.50 \A1;0.40 0.50 RELLENO SELECCIONADO COMPACTADO TUBO d160 mm CINTA SEÑALIZACION PAVIMENTO ASFALTICO 0.20 0.10 0.20 0.10 0.10 0.10 0.10 0.20 ARENA HORMIGON DE 250 Kg CONDUCCION REFORZADA DE DISTRIBUCION EN ALTA TENSION 2 1 Unipolar Seccion cotas en cm Tripolar 10 45 90 60 60 90 10 45 CAJA DE VIALES CAJA PARA VIALES 2 ENTERRADA 1 Hormigones. En masa de resistencia característica 100 kg/cm². Se verterá primero en un espesor de 10 cm para asiento del cable con su tubo. Una vez colocado el tubo, se terminará de rellenar hasta una altura de 45 cm. 2 Tubo y piezas especiales de fibrocemento. De diámetro D, según Documentación Técnica. Se colocarán sobre la primera capa de hormigón, tantos tubos como líneas discurran por la zanja. ARMARIO DE DISTRIBUCION DE BAJA TENSION Arqueta B.T. 40x40 Pavimento de aceras Tuberia flexible d110 Cuadro 230 mm. Hormigón H-150 d6#10x10 Puerta de armario totalmente integrada CON TAPA B-2 PLANTA B A CERCO HIERRO FUNDIDO VIBRADO 50x25x9 cm. BLOQUE DE HORMIGON TUBO PVC d160 mm. TUBO PVC d160 mm. BLOQUE DE HORMIGON VIBRADO 50x25x12 cm. SECCION A-B Minimo 0.60 5 TUBO d160 mm. TUBO d160 mm. PAVIMENTO DE LOSETA 4 NERVIOS 50 20 0.60 5 5 5 5 5 5 5 5 5 5 1 TUBO 110 mm. 400 25 TUBO 110 mm. 100 100 ARQUETA TIPO A-1 Unelco B. T. 5 CERCO HIERRO FUNDIDO ARQUETA TIPO A-2 PAVIMENTO DE LOSETA Minimo 0.60 SECCION A-B TUBO PVC d160 mm. A PLANTA SOLERA DE HORMIGON E=1/10 TUBO PVC d160 mm. BLOQUE DE HORMIGON VIBRADO 50x25x9 cm. B E=1/10 5 5 BLOQUE DE HORMIGON VIBRADO 50x25x12 cm. TUBO PVC d160 mm. TUBO PVC d160 mm. 700 25 500 750 720 690 760 500 TUBO PVC d160 mm. TUBO PVC d160 mm. 5 VARIABLE SEGUN PAVIMENTO 5 5 5 5 5 5 5 5 5 DETALLE CANALIZACION EN CALZADA CON 2 TUBOS 5 VARIABLE SEGUN PAVIMENTO 5 5 5 5 5 5 5 5 5 DETALLE CANALIZACION EN ACERA O PEATONALCON 2 TUBOS ARQUETA TIPO A-2 CON TAPA A-2 5 5 5 5 5 5 5 5 5 5 5 5 5 ALS-2/2x250 CON TAPA B-2 CON TAPA B-2 13 DETALLES Dirección Oficina Técnica: C/ Alvarez de Abreu Nº35. Santa Cruz de La Palma. Tlf: 922-42-65-00 CALLE SAN TELMO EXCMO. AYUNTAMIENTO DE S/C DE LA PALMA SITUACIÓN Delineante: Escala: PETICIONARIO: 2.007 MARZO REHABILITACION MENGO (DESDE PLAZA STO. DOMINGO HASTA C/ TANQUITO) TECNICO MUNICIPAL FRANCISCO J. GARRIDO SANTOS.-ARQUITECTO TECNICO CALLE SAN TELMO JOSE CARLOS RODRIGUEZ HERNANDEZ.- INGENIERO TECNICO TECNICO MUNICIPAL 1:15 ALTA Y BAJA TENSION

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

According to pavement, According to pavement, section, Plant, Pavement, Basement type, Ceramic iron type cast iron fence, section, Min: max:, Plant, Concrete in mass, Type chest, Tube, Tube, Tube mm., Concrete slab, Min: max:, Asphalt pavement, Slab of reinforced concrete, Drainage, Concrete slab, Drainage, Slab of reinforced concrete, Concrete in mass, Tube mm., Section channeling, Compressed selected fill, Tube mm, Signaling tape, Asphalt pavement, Sand, Kg concrete, Reinforced distribution conduit in high tension, Unipolar, section, Quotas in cm, Tripolar, Vial box, Box for roads, Buried, Concrete, In mass of characteristic resistance, it will first be poured into a thickness of cm for, Cable seat with its tube. Once placed it will end up filling up to a height, Of cm., Tube special fibrocement pieces., Diameter according to technical documentation., They will be placed on the first layer of as many tubes as lines run through the trench., Low voltage distribution cabinet, Chest b.t., Pavement of sidewalks, Flexible pipe, Picture, Mm., Concrete, Closet door, Fully integrated, With lid, Plant, Fence cast iron, Vibrated cm., Concrete block, Pvc tube mm., Concrete block, Vibrated cm., section, Minimum, Tube mm., Tiled floor, Nerves, Tube mm., Tube mm., Type chest, Unelco, B. T., Fence cast iron, Type chest, Tiled floor, Minimum, section, Pvc tube mm., Plant, Concrete slab, Pvc tube mm., Concrete block, Vibrated cm., Concrete block, Vibrated cm., Pvc tube mm., Pvc tube mm., Variable according to pavement, Detail channeling on road with tubes, Variable according to pavement, Detail pipe on pedestrian sidewalk with tubes, Type chest, With lid, With lid, Details, Technical office address: alvarez de abreu santa cruz de la palma. Tlf:, San telmo street, Excmo Town hall of palm, Situation, Draftsman:, Scale:, Petitioner:, March, Rehabilitation, Minus, Square sto. Sunday until, Technician, Municipal, Francisco j. Technical grit, San telmo street, Jose carlos rodriguez technical engineer, Technician, Municipal, High low tension

Raw text data extracted from CAD file:

\A1;0.66 \A1;0.03 \A1;0.02 \A1;0.72 \A1;0.07 \A1;0.86 \A1;0.07 \A1;0.09 \A1;0.04 \A1;0.71 \A1;0.05 \A1;0.07 \A1;1.80 \A1;0.80 a 1.00 \A1;0.70 \A1;1.10 \A1;10 \A1;45 \A1;90 \A1;60 \A1;60 \A1;90 \A1;10 \A1;45 \A1;0.67 \A1;0.60 \A1;0.55 \A1;0.06 \A1;0.72 \A1;0.06 \A1;0.13 \A1;0.60 \A1;0.32 \A1;0.10 \A1;0.85 \A1;0.67 \A1;400 \A1;25 \A1;100 \A1;100 \A1;0.67 \A1;Minimo 0.60 \A1;0.32 \A1;0.10 \A1;700 \A1;25 \A1;500 \A1;750 \A1;720 \A1;690 \A1;760 \A1;Minimo 0.60 \A1;500 \A1;0.28 \A1;VARIABLE SEGUN PAVIMENTO \A1;0.36 \A1;0.62 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.16 \A1;0.10 \A1;0.10 \A1;0.28 \A1;VARIABLE SEGUN PAVIMENTO \A1;0.36 \A1;0.62 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.16 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.43 \A1;0.43 \A1;0.38 \A1;0.41 \A1;0.43 \A1;0.37 \A1;0.41 \A1;0.43 \A1;0.44 \A1;0.38 \A1;0.60 \A1;0.44 1.80 0.80 a 1.00 0.70 1.10 SECCION A-B 2.10 1.50 0.20 0.20 PLANTA 1.90 1.90 1.60 1.20 A PAVIMENTO B SOTANO TIPO S-1 0.20 0.20 0.20 CERCO Y TAPA FUNDICION DE HIERRO TIPO B-2 SECCION A-B 0.927 Min: 1.10 Max: 1.30 PLANTA HORMIGON EN MASA H-175 ARQUETA TIPO A-3 TUBO d200mm A B TUBO d200mm 0.72 TUBO d200 mm. TUBO d200 mm. SOLERA DE HORMIGON H-100 Min: 0.80 Max: 1.00 PAVIMENTO ASFALTICO LOSA DE HORMIGON ARMADO 0.66 DESAGÜE SOLERA DE HORMIGON H-100 DESAGÜE 0.72 LOSA DE HORMIGON ARMADO HORMIGON EN MASA H-175 5 5 5 5 5 5 5 5 5 \A1;0.02 5 \A1;0.02 5 5 TUBO d160 mm. TUBO d160 mm. 0.70 SECCION CANALIZACION 0.50 \A1;0.40 0.50 RELLENO SELECCIONADO COMPACTADO TUBO d160 mm CINTA SEÑALIZACION PAVIMENTO ASFALTICO 0.20 0.10 0.20 0.10 0.10 0.10 0.10 0.20 ARENA HORMIGON DE 250 Kg CONDUCCION REFORZADA DE DISTRIBUCION EN ALTA TENSION 2 1 Unipolar Seccion cotas en cm Tripolar 10 45 90 60 60 90 10 45 CAJA DE VIALES CAJA PARA VIALES 2 ENTERRADA 1 Hormigones. En masa de resistencia característica 100 kg/cm². Se verterá primero en un espesor de 10 cm para asiento del cable con su tubo. Una vez colocado el tubo, se terminará de rellenar hasta una altura de 45 cm. 2 Tubo y piezas especiales de fibrocemento. De diámetro D, según Documentación Técnica. Se colocarán sobre la primera capa de hormigón, tantos tubos como líneas discurran por la zanja. ARMARIO DE DISTRIBUCION DE BAJA TENSION Arqueta B.T. 40x40 Pavimento de aceras Tuberia flexible d110 Cuadro 230 mm. Hormigón H-150 d6#10x10 Puerta de armario totalmente integrada CON TAPA B-2 PLANTA B A CERCO HIERRO FUNDIDO VIBRADO 50x25x9 cm. BLOQUE DE HORMIGON TUBO PVC d160 mm. TUBO PVC d160 mm. BLOQUE DE HORMIGON VIBRADO 50x25x12 cm. SECCION A-B Minimo 0.60 5 TUBO d160 mm. TUBO d160 mm. PAVIMENTO DE LOSETA 4 NERVIOS 50 20 0.60 5 5 5 5 5 5 5 5 5 5 1 TUBO 110 mm. 400 25 TUBO 110 mm. 100 100 ARQUETA TIPO A-1 Unelco B. T. 5 CERCO HIERRO FUNDIDO ARQUETA TIPO A-2 PAVIMENTO DE LOSETA Minimo 0.60 SECCION A-B TUBO PVC d160 mm. A PLANTA SOLERA DE HORMIGON E=1/10 TUBO PVC d160 mm. BLOQUE DE HORMIGON VIBRADO 50x25x9 cm. B E=1/10 5 5 BLOQUE DE HORMIGON VIBRADO 50x25x12 cm. TUBO PVC d160 mm. TUBO PVC d160 mm. 700 25 500 750 720 690 760 500 TUBO PVC d160 mm. TUBO PVC d160 mm. 5 VARIABLE SEGUN PAVIMENTO 5 5 5 5 5 5 5 5 5 DETALLE CANALIZACION EN CALZADA CON 2 TUBOS 5 VARIABLE SEGUN PAVIMENTO 5 5 5 5 5 5 5 5 5 DETALLE CANALIZACION EN ACERA O PEATONALCON 2 TUBOS ARQUETA TIPO A-2 CON TAPA A-2 5 5 5 5 5 5 5 5 5 5 5 5 5 ALS-2/2x250 CON TAPA B-2 CON TAPA B-2 13 DETALLES Dirección Oficina Técnica: C/ Alvarez de Abreu Nº35. Santa Cruz de La Palma. Tlf: 922-42-65-00 CALLE SAN TELMO EXCMO. AYUNTAMIENTO DE S/C DE LA PALMA SITUACIÓN Delineante: Escala: PETICIONARIO: 2.007 MARZO REHABILITACION MENGO (DESDE PLAZA STO. DOMINGO HASTA C/ TANQUITO) TECNICO MUNICIPAL FRANCISCO J. GARRIDO SANTOS.-ARQUITECTO TECNICO CALLE SAN TELMO JOSE CARLOS RODRIGUEZ HERNANDEZ.- INGENIERO TECNICO TECNICO MUNICIPAL 1:15 ALTA Y BAJA TENSION

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

According to pavement, According to pavement, section, Plant, Pavement, Basement type, Ceramic iron type cast iron fence, section, Min: max:, Plant, Concrete in mass, Type chest, Tube, Tube, Tube mm., Concrete slab, Min: max:, Asphalt pavement, Slab of reinforced concrete, Drainage, Concrete slab, Drainage, Slab of reinforced concrete, Concrete in mass, Tube mm., Section channeling, Compressed selected fill, Tube mm, Signaling tape, Asphalt pavement, Sand, Kg concrete, Reinforced distribution conduit in high tension, Unipolar, section, Quotas in cm, Tripolar, Vial box, Box for roads, Buried, Concrete, In mass of characteristic resistance, it will first be poured into a thickness of cm for, Cable seat with its tube. Once placed it will end up filling up to a height, Of cm., Tube special fibrocement pieces., Diameter according to technical documentation., They will be placed on the first layer of as many tubes as lines run through the trench., Low voltage distribution cabinet, Chest b.t., Pavement of sidewalks, Flexible pipe, Picture, Mm., Concrete, Closet door, Fully integrated, With lid, Plant, Fence cast iron, Vibrated cm., Concrete block, Pvc tube mm., Concrete block, Vibrated cm., section, Minimum, Tube mm., Tiled floor, Nerves, Tube mm., Tube mm., Type chest, Unelco, B. T., Fence cast iron, Type chest, Tiled floor, Minimum, section, Pvc tube mm., Plant, Concrete slab, Pvc tube mm., Concrete block, Vibrated cm., Concrete block, Vibrated cm., Pvc tube mm., Pvc tube mm., Variable according to pavement, Detail channeling on road with tubes, Variable according to pavement, Detail pipe on pedestrian sidewalk with tubes, Type chest, With lid, With lid, Details, Technical office address: alvarez de abreu santa cruz de la palma. Tlf:, San telmo street, Excmo Town hall of palm, Situation, Draftsman:, Scale:, Petitioner:, March, Rehabilitation, Minus, Square sto. Sunday until, Technician, Municipal, Francisco j. Technical grit, San telmo street, Jose carlos rodriguez technical engineer, Technician, Municipal, High low tension

Raw text data extracted from CAD file:

\A1;0.66 \A1;0.03 \A1;0.02 \A1;0.72 \A1;0.07 \A1;0.86 \A1;0.07 \A1;0.09 \A1;0.04 \A1;0.71 \A1;0.05 \A1;0.07 \A1;1.80 \A1;0.80 a 1.00 \A1;0.70 \A1;1.10 \A1;10 \A1;45 \A1;90 \A1;60 \A1;60 \A1;90 \A1;10 \A1;45 \A1;0.67 \A1;0.60 \A1;0.55 \A1;0.06 \A1;0.72 \A1;0.06 \A1;0.13 \A1;0.60 \A1;0.32 \A1;0.10 \A1;0.85 \A1;0.67 \A1;400 \A1;25 \A1;100 \A1;100 \A1;0.67 \A1;Minimo 0.60 \A1;0.32 \A1;0.10 \A1;700 \A1;25 \A1;500 \A1;750 \A1;720 \A1;690 \A1;760 \A1;Minimo 0.60 \A1;500 \A1;0.28 \A1;VARIABLE SEGUN PAVIMENTO \A1;0.36 \A1;0.62 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.16 \A1;0.10 \A1;0.10 \A1;0.28 \A1;VARIABLE SEGUN PAVIMENTO \A1;0.36 \A1;0.62 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.16 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.43 \A1;0.43 \A1;0.38 \A1;0.41 \A1;0.43 \A1;0.37 \A1;0.41 \A1;0.43 \A1;0.44 \A1;0.38 \A1;0.60 \A1;0.44 1.80 0.80 a 1.00 0.70 1.10 SECCION A-B 2.10 1.50 0.20 0.20 PLANTA 1.90 1.90 1.60 1.20 A PAVIMENTO B SOTANO TIPO S-1 0.20 0.20 0.20 CERCO Y TAPA FUNDICION DE HIERRO TIPO B-2 SECCION A-B 0.927 Min: 1.10 Max: 1.30 PLANTA HORMIGON EN MASA H-175 ARQUETA TIPO A-3 TUBO d200mm A B TUBO d200mm 0.72 TUBO d200 mm. TUBO d200 mm. SOLERA DE HORMIGON H-100 Min: 0.80 Max: 1.00 PAVIMENTO ASFALTICO LOSA DE HORMIGON ARMADO 0.66 DESAGÜE SOLERA DE HORMIGON H-100 DESAGÜE 0.72 LOSA DE HORMIGON ARMADO HORMIGON EN MASA H-175 5 5 5 5 5 5 5 5 5 \A1;0.02 5 \A1;0.02 5 5 TUBO d160 mm. TUBO d160 mm. 0.70 SECCION CANALIZACION 0.50 \A1;0.40 0.50 RELLENO SELECCIONADO COMPACTADO TUBO d160 mm CINTA SEÑALIZACION PAVIMENTO ASFALTICO 0.20 0.10 0.20 0.10 0.10 0.10 0.10 0.20 ARENA HORMIGON DE 250 Kg CONDUCCION REFORZADA DE DISTRIBUCION EN ALTA TENSION 2 1 Unipolar Seccion cotas en cm Tripolar 10 45 90 60 60 90 10 45 CAJA DE VIALES CAJA PARA VIALES 2 ENTERRADA 1 Hormigones. En masa de resistencia característica 100 kg/cm². Se verterá primero en un espesor de 10 cm para asiento del cable con su tubo. Una vez colocado el tubo, se terminará de rellenar hasta una altura de 45 cm. 2 Tubo y piezas especiales de fibrocemento. De diámetro D, según Documentación Técnica. Se colocarán sobre la primera capa de hormigón, tantos tubos como líneas discurran por la zanja. ARMARIO DE DISTRIBUCION DE BAJA TENSION Arqueta B.T. 40x40 Pavimento de aceras Tuberia flexible d110 Cuadro 230 mm. Hormigón H-150 d6#10x10 Puerta de armario totalmente integrada CON TAPA B-2 PLANTA B A CERCO HIERRO FUNDIDO VIBRADO 50x25x9 cm. BLOQUE DE HORMIGON TUBO PVC d160 mm. TUBO PVC d160 mm. BLOQUE DE HORMIGON VIBRADO 50x25x12 cm. SECCION A-B Minimo 0.60 5 TUBO d160 mm. TUBO d160 mm. PAVIMENTO DE LOSETA 4 NERVIOS 50 20 0.60 5 5 5 5 5 5 5 5 5 5 1 TUBO 110 mm. 400 25 TUBO 110 mm. 100 100 ARQUETA TIPO A-1 Unelco B. T. 5 CERCO HIERRO FUNDIDO ARQUETA TIPO A-2 PAVIMENTO DE LOSETA Minimo 0.60 SECCION A-B TUBO PVC d160 mm. A PLANTA SOLERA DE HORMIGON E=1/10 TUBO PVC d160 mm. BLOQUE DE HORMIGON VIBRADO 50x25x9 cm. B E=1/10 5 5 BLOQUE DE HORMIGON VIBRADO 50x25x12 cm. TUBO PVC d160 mm. TUBO PVC d160 mm. 700 25 500 750 720 690 760 500 TUBO PVC d160 mm. TUBO PVC d160 mm. 5 VARIABLE SEGUN PAVIMENTO 5 5 5 5 5 5 5 5 5 DETALLE CANALIZACION EN CALZADA CON 2 TUBOS 5 VARIABLE SEGUN PAVIMENTO 5 5 5 5 5 5 5 5 5 DETALLE CANALIZACION EN ACERA O PEATONALCON 2 TUBOS ARQUETA TIPO A-2 CON TAPA A-2 5 5 5 5 5 5 5 5 5 5 5 5 5 ALS-2/2x250 CON TAPA B-2 CON TAPA B-2 13 DETALLES Dirección Oficina Técnica: C/ Alvarez de Abreu Nº35. Santa Cruz de La Palma. Tlf: 922-42-65-00 CALLE SAN TELMO EXCMO. AYUNTAMIENTO DE S/C DE LA PALMA SITUACIÓN Delineante: Escala: PETICIONARIO: 2.007 MARZO REHABILITACION MENGO (DESDE PLAZA STO. DOMINGO HASTA C/ TANQUITO) TECNICO MUNICIPAL FRANCISCO J. GARRIDO SANTOS.-ARQUITECTO TECNICO CALLE SAN TELMO JOSE CARLOS RODRIGUEZ HERNANDEZ.- INGENIERO TECNICO TECNICO MUNICIPAL 1:15 ALTA Y BAJA TENSION

Language	N/A
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, box, curb, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, wasser bestimmung, water