Camera Inspection DWG Block for AutoCAD

Camera Inspection DWG Block for AutoCAD

Chamber of inspection

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

Brocal ring of hº aº, Inspection cover of hº aº, metric calculations, Pte., Pte., camera, simple, cut, Esc, cut, Esc, Cover detail, Esc, Smooth iron, Lid handle, Iron plant, Esc, detail, Esc, Pos., Pos., Pos., Pos., Stirrups, Armor detail, Prefabricated ring of hº aº, Esc, Detail brocal, Esc, Detail truncated cone ring, Esc, plants, Esc, camera, Double income, camera, Triple income, ground, Without removing, Quota, Flush, Quota, sill, Pte., Mid-transition channel hº sº., Smooth iron steps mm., Cement plaster, Manifold pipe, Dns variable output, Dns, enters, Dni variable, comes out, Dns variable, Pos., Pos., Pos., Pos., Pos., steps, Paint passes, Anticorrosive, Dns, Dni, Dns, Dni, Dns, Dni, ground, Without removing, Quota, Flush, Pza, perspective, Single chamber, Stirrups, P., Pzas, P., Iron detail, Esc, code, Materials sheet, cement, Rough stone, sand, gravel, Total ml, Cant, Unid., description, Ref., Pos., Pos., Pos., Pos., Pos., Iron sheet, Total, Pos., scheme, quantity, Lengths, Stirrups, piece, Pos., detail, Pte., Simple concrete, Stone soldering, distance, Dni, Dns, references, Nominal input diameter, Nominal output diameter, Pos., unscaled, Ring of hº aº prefabricated sector truncated cone pza., Ring of hº aº prefabricated sector cylinder, Dni variable collector pipe, Weight t., partial, total, description, Cant, Unid., code, Ref., Excavations, Ground support capacity, Technical design conditions, characteristic, value, Concrete resistance, Steel resistance ah, dosage, Coating walls, Flow range up to, Bolivian republic, of the, code:, Plan n., date:, reviewed:, designer:, cartoonist:, location:, scale:, Indicated, simple, Inspection chamber, to. Rejuvenate

Raw text data extracted from CAD file:

\A1;0.69 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.05 \A1;R0.60 \A1;R0.70 \A1;0.10 \A1;1.20 \A1;0.10 \A1;0.50 \A1;0.50 \A1;0.10 \A1;0.60 \A1;0.16 \A1;0.10 \A1;0.70 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.44 \A1;0.45 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.45 \A1;0.45 \A1;0.69 \A1;0.69 \A1;0.69 \A1;DNs \A1;R0.60 \A1;R0.70 \A1;R0.60 \A1;0.15 \A1;0.30 \A1;0.15 \A1;R0.70 \A1;R0.70 \A1;R0.60 \A1;2.00 \A1;0.44 \A1;0.45 \A1;0.45 \A1;0.45 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.50 \A1;0.10 \A1;0.10 \A1;1.20 \A1;0.10 \A1;1.40 \A1;1.40 \A1;0.10 \A1;1.20 \A1;0.10 \A1;2.00 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.75 \A1;0.45 \A1;0.45 \A1;0.30 \A1;0.30 \A1;0.90 \A1;1.28 \A1;0.69 Brocal o Anilla de Hº Aº Tapa de Inspección de Hº Aº m3 m3 0.060 0.0374 COMPUTOS METRICOS m3 m3 0.16 0.613 m - Pte. 2% Pte. 2% Pte. 3% Pte. 3% A A B B Pte. 3% Pte. 3% CÁMARA SIMPLE CORTE B - B ESC 1:25 CORTE A - A ESC 1:25 DETALLE TAPA ESC 1:25 1 1 5 5 Fierro Liso Agarradera Tapa ø 16 5 5 5 5 5 5 5 3 PLANTA FIERROS ESC 1:25 7 6 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE ESC 1:10 5 5 5 5 5 5 Pos. Pos. Pos. Pos. Pos. 4 Pos. 5 Pos. 2 Pos. Estribos DETALLE DE ARMADURA ANILLA PREFABRICADA DE Hº Aº ESC 1:25 DETALLE BROCAL ESC 1:25 DETALLE ANILLA DE CONO TRUNCADO ESC 1:25 PLANTAS ESC 1:25 CÁMARA DOBLE INGRESO CÁMARA TRIPLE INGRESO 1 2 3 4 5 6 7 8 1 2 3 4 8 7 9 Terreno sin remover Cota Rasante Cota Solera 5 5 5 5 5 Pte. 3% Pte. 3% Pte. 3% Pte. 3% Pte. 3% Pte. 3% 2 1 3 4 5 7 6 8 9 Canal de Transición o media luna Hº Sº. Peldaños de Fierro liso d 16 mm. c/30cm Enlucido de Cemento h = 0.60 Tubería del Colector de Salida DNs = Variable m DNs Entra DNi variable Sale DNs variable 5 5 5 Pos. 11 Pos. 7 Pos. 6 Pos. 14 Pos. Peldaños C/2 pasadas de pintura ø 16 c/30 anticorrosiva 5 5 5 DNs DNi DNs DNi 2 DNi 1 DNi 1 DNs DNi 2 DNi 3 9 Terreno sin remover Cota Rasante 5 5 5 5 5 5 5 5 5 pza m2 m 1.20 5 5 5 5 5 5 PERSPECTIVA CÁMARA SIMPLE 3.96 a estribos a g b c d e - 5 5 5 5 5 5 5 5 5 2 pzas.0.27 2 pzas.0.52 2 pzas.0.62 1 pza. 0.65 2 pzas.0.27 2 pzas.0.52 2 pzas. 0.62 1 pza. 0.65 DETALLE FIERROS ESC 1:25 CODIGO PLANILLA DE MATERIALES Kg m3 m3 m3 Cemento Piedra bruta Arena Grava Total = 6.94 ml 1 CANT. UNID. DESCRIPCION REF. 2 3 4 9 Pos. 10 Pos. 12 Pos. 13 Pos. 13 Pos. 5 5 5 5 5 PLANILLA DE FIERROS 4 5 TOTALES 2 3 POS. ESQUEMA ø CANTIDAD mm LONGITUDES (m) d c e 2 2 2 6 6 6 6 6 0.05 - - 0.15 - - - - - 0.51 2.77 2.14 2.46 2.142 6.12 5.54 4.28 4.91 2.142 1.51 1.36 1.05 1.21 0.53 b a a 43.19 63 - - - 0.46 28.98 7.13 6 - - - 4.18 50.21 12.35 6 - - - 3.18 3.18 0.78 6 - - - 4.18 4.18 1.03 a 0.03 2.77 2.142 0.40 4.18 3.18 4.18 b 0.05 - - - - - f - - - - - g - - - - - 0.246 0.246 0.246 0.246 0.246 0.246 0.246 0.246 0.246 12 0.10 0.05 0.05 estribos t= 0.10 - - - 2.14 - - - - - 2.46 - - - - d= 1.30 t= 0.10 12 a 0.03 6 d= 0.65 t= 0.10 1 1 d= 1.30 1 16 0.20 - - 0.80 0.80 1.26 0.10 0.20 - - 1.581 1 16 0.30 - - 0.80 3.20 5.06 0.10 0.15 - - 1.581 3 a a c b a b c 6 7 8 9 10 11 6 12 6 - - - 0.77 - - - - - 0.45 - - 13 14 1 a 12 1 - - - - - - 6.94 6.94 6.18 ( 1 PIEZA ) 1 Pos. DETALLE Pte. y % Pte. w % Pte. z % Pte. x % Pte. z % Pte. x % Pte. x % Pte. y % Pte. y % Pte. x % Pte. y % 10 11 5 5 5 5 Hormigón Simple 10 10 11 11 Soladura de Piedra m3 m3 5 6.94 0.891 - a a b a a b 11 0.05 0.87 9.57 2.35 0.246 11 0.03 0.51 5.61 1.38 0.246 0.24 0.31 3 DISTANCIA m 0.22 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.20 - 0.30 0.20 0.20 0.10 389 0.20 0.70 0.90 5 d= 0.85 t= 0.10 d= 0.65 t= 0.10 d= 0.75 d= 0.98 t= 0.10 t= 0.10 DNi DNs REFERENCIAS Diámetro Nominal de Ingreso Diámetro Nominal de Salida 5 2 Pos. ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-AL-02 ET-AL-02 ET-CO-09-01 ET-CO-19-02 ET-CO-09-01 ET-CO-12-01 SIN ESCALA ET-MP-01 ET-MP-03-02 ET-MP-02-01 ET-MP-02-02 Anilla de Hº Aº Prefabricado Sector Cono Truncado 1 pza. Anilla de Hº Aº Prefabricado Sector Cilindro h= 0.50 m Tubería del Colector de Ingreso DNi = Variable ET-MP-04-02 f PESO T. kg PARCIAL KG/M TOTAL DESCRIPCION CANT. UNID. CODIGO REF. Excavaciones m. 2.72 0 ET-CO-04-01 Capacidad de soporte del terreno CONDICIONES TECNICAS DE DISEÑO CARACTERISTICA 1.00 Kg/cm2 VALOR Resistencia Hormigón H20 204 Kg/cm2 4200 Kg/cm2 1:2:4 2.5 cm Resistencia Acero AH 400 Dosificación H°A° Recubrimiento Losas y Paredes Rango de Caudales hasta 10 Lts/Seg. REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: PLANO N. 1 DE 1 FECHA: REVISADO: PROYECTISTA: DIBUJANTE: PL-SA-08-01 LOCALIDAD: ESCALA: INDICADAS SIMPLE H < 2 m CÁMARA DE INSPECCION A. Reguerin

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, camera, chamber, DWG, einrichtungen, facilities, gas, gesundheit, inspection, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, wasser bestimmung, water