Well Inspection Camera DWG Detail for AutoCAD

Includes plant; cutting; construction details and types of simple inspection chamber. sheet irons; metric calculation

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

title, scale, level, Least mt., Average length, Max., Max., Concrete cover, Street level, Prefabricated hr ring, Gravure layer, sand, Concrete support, Gravure layer, section, plant, Pte., N. R., locking ring, Ground not removed, Projection input, Half reed, start, registry, start, registry, section, plant, Home connection, elbow, bonnet, Minimum slope, Ts pvc, manifold, sidewalk, road, Minimum depth mt., Pvc, private, Property, Inspection, camera, Property boundary, camera, Inspection, Ts pvc, Property boundary, Pvc, elbow, Pvc, Average length, section, plant, variable, Grill bars, Grill bars, section, plant, section, N.t., variable, screen, Grill bars, Bypass channel, entry, Comes from inspection chamber, departure, Go unit of treatment, Shallow cellar, Securing pivot, Go unit of treatment, Comes from inspection chamber, entry, departure, Securing pivot, Bypass channel, C.s., N.t., Inspection chamber, Perspective of splicing the network, Inspection pipe cleaning, Pvc manifold, Elbow pvc, Pvc cap, Ts pvc, Pte., camera, simple, cut, Esc, plants, Esc, camera, Double income, Pte., Dns, Dni, Dns, Dni, perspective, unscaled, Pte., cut, Esc, detail, Esc, ground, Without removing, Quota, Flush, Quota, sill, Dns, enters, Dni variable, comes out, Dns variable, ground, Without removing, Quota, Flush, Max., variable, code, Materials sheet, cement, Rough stone, sand, gravel, Cant, Unid., description, Ref., Cover detail, Esc, Smooth iron, Lid handle, Pos., Pos., Pos., Pos., Stirrups, Armor detail, Prefabricated ring of hº aº, Esc, Brocade detail, Esc, Detail truncated cone ring, Esc, camera, Triple income, Pte., Pos., Pos., Pos., Pos., steps, Paint passes, Anticorrosive, Dni, Dns, Dni, Stirrups, Pos., Pos., Pos., Pos., Single chamber, Max., piece, Iron detail, Esc, Pos., Pte., detail, Pte., P., Pzas, P., Total ml, Pos., Pos., Brocal de hº aº, Inspection cover of hº aº, description, Cant, Unid., code, Ref., Mid-transition channel hº sº., Smooth iron steps cm., Cement plaster, Pza, Simple concrete, Stone hearth, metric calculations, Iron sheet, Total, Pos., scheme, quantity, Weight t., Lengths, Long, Unit., total, weight, Unit., Stirrups, distance, variable, Pos., Iron sheet, Total, Pos., scheme, quantity, Weight t., Lengths, Stirrups, distance, Pos., Detail smaller ring, Esc, Pos., Pos., Small ring, Esc, Iron plant, Pos., Pos., Iron plant, Major ring, Esc, Dni, Dns, references, Nominal input diameter, Nominal output diameter, Prefabricated ring, Ring of hº aº prefabricated sector truncated cone pza., Prefabricated ring of hº a ° greater cylinder, Dni variable collector pipe, Dns variable output manifold pipe, partial, total, 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:

TITULO ESCALA nivel \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.24 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.60 \A1;0.04 \A1;0.05 \A1;0.10 \A1;0.15 \A1;1.00 \A1;Da3 \A1;d1.50 \A1;0.10 \A1;H=variable \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.60 \A1;0.13 \A1;0.75 \A1;0.13 \A1;1.00 \A1;1.50 \A1;De \A1;Da2 \A1;Da1 \A1;0.20 \A1;PROFUNDIDAD MINIMA 0.80 mt. \A1;45° \A1;d 6″ \A1;H=variable \A1;4.50 LONGITUD PROMEDIO \A1;4.50 LONGITUD PROMEDIO \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.03 \A1;0.15 \A1;0.20 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.05 \A1;h=variable \A1;variable \A1;0.30 \A1;B2 \A1;B\H0.75x;1 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;h=variable \A1;20° \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.25 \A1;0.15 \A1;0.10 \A1;variable \A1;0.15 \A1;0.25 \A1;0.20 \A1;53° \A1;0.10 \A1;0.30 \A1;R0.60 \A1;R0.70 \A1;R0.60 \A1;R0.70 \A1;DNs \A1;3.00 – MAX. \A1;0.10 \A1;0.05 \A1;0.05 \A1;0.69 \A1;0.69 \A1;0.46 \A1;0.46 \A1;VARIABLE \A1;0.20 \A1;0.69 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.70 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.15 \A1;0.15 \A1;1.40 \A1;0.69 \A1;0.10 \A1;0.30 \A1;0.15 \A1;R0.70 \A1;R0.60 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.10 \A1;R0.60 \A1;R0.70 \A1;0.10 \A1;1.20 \A1;0.10 \A1;0.50 \A1;0.10 \A1;1.20 \A1;0.10 \A1;1.40 \A1;0.10 \A1;1.20 \A1;0.10 \A1;1.40 \A1;0.20 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.53 \A1;0.10 \A1;0.20 \A1;3.00 – MAX. \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.55 \A1;0.46 \A1;0.46 \A1;0.90 \A1;2.28 \A1;VARIABLE \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.50 \A1;0.80 \A1;0.10 \A1;1.20 \A1;0.10 \A1;1.40 \A1;0.10 \A1;0.80 \A1;0.50 \A1;0.60 \A1;0.10 \A1;R0.40 \A1;R0.30 \A1;0.69 \A1;0.45 \A1;0.46 \A1;0.51 A A Tapa de concreto Nivel de calle Anillo de Hº prefabricado Capa de grava 5 5 5 5 5 5 5 Arena Apoyo de concreto Capa de grava d 150 mm 5 0.24 5 5 5 5 5 <> 5 5 5 d 150 mm SECCION A-A 1:20 PLANTA 1:20 A A 5% 5% 5% Pte. 5% Pte. 5% 5 5 5 <> 5 5 5 5 5 5 5 5 N. R. Anillo de cierre H°A° H°C° Terreno no removido H°S° 5 Proyección entrada De Da2 Da1 H-15° MEDIA CAÑA 5 INICIO REGISTRO INICIO REGISTRO Da3 d<> 5 SECCION A-A 1:15 PLANTA 1:15 H=variable A CONEXION DOMICILIARIA Codo 45º A Sombrerete Sombrerete Pendiente minima 2% Pendiente minima 2% TS PVC d 4″ Colector Colector Acera Calzada PROFUNDIDAD MINIMA 0.80 mt. 5 d 6″ PVC d 4″ PVC d 4″ PVC d 6″ Privado Predio de Inspección Cámara Límite predial Cámara de Inspección TS PVC d 4″ Límite predial Límite predial PVC d 4″ PVC d 6″ Codo 45º PVC d 4″ H=variable 4.50 LONGITUD PROMEDIO 4.50 LONGITUD PROMEDIO SECCION A – A 1:20 PLANTA 1:20 variable 5 5 5 5 5 5 5 5 5 B B A A B\Fisocp.shx|c0;\H0.75x;1=\H1.333x;6″=\Fisocp.shx|c1;0.\Fisocp.shx|c0;30\Fisocp.shx|c1;m B\H0.75x;2\H1.333x;=\Fisocp.shx|c0;0.1524m B2 B\H0.75x;1 Reja 7 Barras d 5/16″ 5 5 Reja 7 Barras d 5/16″ (Separaciones c/3cm) SECCION A – A 1:10 PLANTA 1:10 SECCION B-B 1:10 5 5 5 5 h=variable N.T. 5 5 5 5 5 5 5 5 5 5 5 5 5 variable 5 5 Pantalla Pantalla Reja 7 Barras d 5/16″ h=variable 5 Canal ByPass Canal ByPass Canal ByPass 5 Ingreso Viene de Cámara de Inspección Salida Va a Unidad de Tratamiento CAMARA DE REJAS SUPERFICIAL 5 Pivote de Sujeción Pivote de Sujeción Va a Unidad de Tratamiento Viene de Cámara de Inspección Ingreso Salida Pivote de Sujeción Canal ByPass C.S. N.T. 5 CS 3814.20 CT 3814.80 d 6 S = 1.01% CAMARA DE INSPECCION CONFLUENCIA/INICIO PERSPECTIVA DE EMPALME A LA RED TUBERIA DE INSPECCION Y LIMPIEZA (TIL) Colector PVC d 6″ Codo 45° PVC d 4″ Sombrerete PVC d 4″ TS PVC d 4″ Pte. 2% Pte. 2% Pte. 3% Pte. 3% A A B B CÁMARA SIMPLE CORTE B – B ESC 1:25 PLANTAS ESC 1:25 CÁMARA DOBLE INGRESO Pte. 3% Pte. 3% 5 5 5 DNs DNi DNs DNi 2 DNi 1 5 PERSPECTIVA SIN ESCALA Pte. 3% Pte. 3% CORTE A – A ESC 1:25 5 5 5 DETALLE ESC 1:10 1 2 4 5 6 7 8 9 1 2 4 5 9 8 Terreno sin remover Cota Rasante Cota Solera 5 5 DNs Entra DNi variable Sale DNs variable 9 Terreno sin remover Cota Rasante <> – MAX. 5 5 VARIABLE 5 CODIGO PLANILLA DE MATERIALES Kg m3 m3 m3 Cemento Piedra bruta Arena Grava 1 CANT. UNID. DESCRIPCION REF. 2 3 4 DETALLE TAPA ESC 1:25 5 5 Fierro Liso Agarradera Tapa ø 16 5 5 5 5 3 7 6 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Pos. Pos. Pos. 4 Pos. 5 Pos. 2 Pos. Estribos DETALLE DE ARMADURA ANILLA PREFABRICADA DE Hº Aº ESC 1:25 DETALLE DE BROCAL ESC 1:25 DETALLE ANILLA DE CONO TRUNCADO ESC 1:25 CÁMARA TRIPLE INGRESO 5 Pte. 3% Pte. 3% Pte. 3% Pte. 3% Pos. 7 Pos. 6 Pos. 14 Pos. Peldaños C/2 pasadas de pintura ø 16 c/30 anticorrosiva 5 5 5 DNi 1 DNs DNi 2 DNi 3 5 5 a estribos a g b c d e 5 9 Pos. 10 Pos. 13 Pos. 13 Pos. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CÁMARA SIMPLE <> – MAX. 5 5 5 5 5 5 5 10 5 5 5 5 5 5 5 ( 1 PIEZA ) DETALLE FIERROS ESC 1:25 1 Pos. Pte. x % Pte. y % DETALLE Pte. x % Pte. y % Pte. z % Pte. x % Pte. y % Pte. y % Pte. w % Pte. z % Pte. x % 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 Total = 6.94 ml 11 12 11 12 5 12 Pos. 1 1 Pos. Pos. Brocal de Hº Aº Tapa de Inspección de Hº Aº m3 m3 0.060 0.00374 DESCRIPCION CANT. m3 m3 UNID. 0.16 0.82 m – CODIGO 2 1 3 4 REF. 5 7 6 8 9 Canal de Transición o media luna Hº Sº. Peldaños de Fierro liso d 16mm c/30 cm. Enlucido de Cemento h = 0.60 m pza m2 m 1.20 1.885 – 10 11 Hormigón Simple Solera de Piedra m3 m3 0.24 0.31 7 CÓMPUTOS METRICOS PLANILLA DE FIERROS 4 5 TOTALES 2 3 POS. ESQUEMA ø CANTIDAD mm PESO T. LONGITUDES (m) d c e LONG. Unit. kg 2 2 2 6 6 6 6 6 0.05 – – 0.15 – – – – – 0.51 2.93 2.14 2.46 2.14 6.112 5.86 4.28 4.92 2.14 1.506 1.44 1.05 1.21 0.53 b a a 52.15 – – – – – – 6 – – – 3.27 3.27 0.80 6 – – – 4.40 4.40 1.08 a 0.03 2.93 2.14 3.27 4.40 b 0.05 – – – – – f – – – – – g – – – – – TOTAL Total PESO Unit. 0.246 0.246 0.246 0.246 0.246 0.246 0.246 12 0.10 0.05 0.05 estribos 0.10 – – – 2.14 – – – – – 2.46 – – – – d= 1.30 0.10 a d= 0.65 0.10 1 1 d= 1.30 0.10 1 16 0.20 – – 0.60 0.60 0.95 0.10 0.20 – – 1.57 1 16 0.30 – – 0.70 4.90 7.69 0.05 0.15 – – 1.57 7 a a c b a b c 6 7 8 9 10 11 6 12 6 – – – 0.60 – – – – – 0.40 – – 13 14 1 a 12 14 – – – – – – – 6.94 6.86 0.51 0.988 2.93 a a b a a b 18 0.03 0.66 11.88 2.93 0.246 3 0.03 0.46 1.38 0.34 0.246 DISTANCIA m 0.20 – – – – – – – 0.20 – 0.30 – – 0.10 0.51 30.60 7.53 4.18 62.70 9.26 0.45 4.18 0.246 0.246 0.03 60 6 15 6 700 1.00 1.50 3.50 5 VARIABLE 3 3 15 12 m3 11 Pos. 5 5 5 5 5 5 5 5 5 d= 0.60 0.10 b a – – – – – a 0.20 0.51 30.60 7.53 0.45 0.246 0.03 60 6 16 0.10 6 3 1.95 – 1.95 – – – – – 5.85 0.246 1.44 0.11 PLANILLA DE FIERROS 4 5 TOTALES 2 3 POS. ESQUEMA ø CANTIDAD mm PESO T. LONGITUDES (m) d c e kg 2 2 2 6 6 6 6 6 0.05 – – 0.15 – – – – – 0.51 5.98 2.36 5.34 2.24 6.12 11.96 4.72 10.68 2.24 1.36 2.66 1.05 2.37 0.50 a 50.41 – – – – – – 6 – – – 3.28 3.28 0.73 6 – – – 4.28 4.28 0.95 a 0.03 2.99 0.1 0.1 0.1 b 0.05 – 2.042 – 3.079 4.084 f – – – – – g – – – – – 0.222 0.222 0.222 0.222 0.222 0.222 0.222 12 0.10 0.05 0.05 estribos – – – 2.36 – – – – – 2.67 – – – – d= 1.30 d= 0.65 1 1 d= 1.30 t= 0.10 1 16 0.20 – – 0.80 0.80 1.26 0.10 0.20 – – 1.581 1 16 0.30 – – 0.80 4.80 7.59 0.1 0.15 – – 1.581 6 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 – – – – – – – – 6.94 6.18 – 0.891 – a a b a a b 17 0.1 0.97 16.49 3.66 0.222 4 0.03 0.51 2.04 0.45 0.222 DISTANCIA m 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.20 – 0.40 0.20 0.20 0.10 0.51 10.71 2.38 24.50 73.50 16.32 0.45 12.25 0.222 0.222 0.03 21 6 3 6 15 d= 0.70 – – – – – 0.20 0.51 6.12 1.36 0.45 0.222 0.03 12 6 16 – 6 3 0.10 2.20 2.40 – – – – – 7.20 0.222 1.60 d= 0.85 d= 0.65 0.10 d= 0.75 d= 0.98 t= 0.10 t= 0.10 t= 0.10 t= 0.10 t= 0.10 t= 0.10 2 Pos. DETALLE ANILLA MENOR ESC 1:25 15 Pos. 16 Pos. 5 5 5 5 ANILLA MENOR ESC 1:25 5 5 PLANTA FIERROS 16 Pos. 15 Pos. 5 PLANTA FIERROS ANILLA MAYOR ESC 1:25 5 DNi DNs REFERENCIAS Díametro Nominal de Ingreso Díametro Nominal de Salida ET-MP-01 ET-MP-03-02 ET-MP-02-01 ET-MP-02-02 Anilla Prefabricada HºAºCilindro Menor 10 ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-CO-09-04 ET-CO-19-02 ET-CO-09-01 ET-CO-12-01 ET-CO-09-01 ET-CO-09-04 ET-AL-02 ET-AL-02 Anilla de Hº Aº Prefabricado Sector Cono Truncado 1 pza. Anilla Prefabricada de Hº Aº Cilindro Mayor h= 0.50 m Tubería del Colector de Ingreso DNi = Variable Tubería del Colector de Salida DNs = Variable a a b a a b 5 5 5 ET-MP-04-02 f PARCIAL KG/M TOTAL REPUBLICA DE BOLIVIA (NOMBRE DEL PROYECTO) CODIGO: PLANO N. 1 DE 1 FECHA: REVISADO: PROYECTISTA: DIBUJANTE: PL-SA-08-02 LOCALIDAD: ESCALA: INDICADAS SIMPLE H < 3 m CAMARA DE INSPECCION A. Reguerin