Inspection Chambers–Various Types DWG Block for AutoCAD

Inspection Chambers–Various Types DWG Block for AutoCAD

Types of inspection chambers

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

cut, Pavement level, Slab cover, Concrete class, Brick masonry, mortar, Concrete class, Stone apple, variable, cut, plant, variable, Anchor block, Concrete class, concrete, Esc:, Fallen cameras, Mm., Mm, Stirrup rings, Mm., Detail of stirrup rings, Esc:, Mm., both senses, Mm ring., Cm., Mm ring., Mm. Cm., both senses, concrete, Provisional cover m., Esc:, Normal inspection chambers, plant, Masonry inspection chamber, cut, plant, Bc. Cm min., Cm. Min., seat, Cm. Min., seat, Bc cm. Min., Cm. Min., seat, Bc min., Bc cm. Min., Hoist tube seats, Standard astm, Compacted, Common ground, Compacted, Sieved earth, Gravel, Sieved earth, Compacted, Common ground, Compacted, Sieved earth, Compacted, Gravel, Compacted, Common ground, Compacted, Sieved earth, Low level, Natural pav., Low level, Natural pav., Standard astm, Hoist tube seats, washed, seat, Hoist tube seats, Standard astm, Sieved earth, Compacted, Common ground, Compacted, Standard astm, Hoist tube seats, Cm. Min., M. Min., Low level, Natural pav., Low level, M. Min., Cm. Min., Compacted, Common ground, Compacted, Sieved earth, M. Min., Cm. Min., Gravel, Sieved earth, Compacted, Common ground, Compacted, seat, Low level, Natural pav., Hoho min, Cm. Min., washed, Hoho min, Bf support factor, references, Minimum amount, Cm., washed, graphic:, Santa cruz de la sierra, Ing. Gonzalo toledo, Karina guaman u., Ing. Gonzalo toledo, Caem ltda., Greeley and hansen, Rev:, date:, sheet:, from:, reference, do not., date, review, approval, Hazen and sawyer, draft:, drawing:, revised:, Seating plan, agreement, Bolivian republic, City of santa cruz de la sierra, Normal filling, Cm min., gross sand, Pass through sieve, do not. Retained no., Min., Interior plaster, mortar, Cms., Stone, Concrete cycle, The base, Of m., From heights to, Concrete class, Stone apple, Stone, Inspection chamber, The base, Concrete cycle, variable, Slab cover, Pavement level, For greater heights, Concrete tube, armed, note:, For falls in larger inspection chambers m. The same criteria shall be taken into account, plant, cut, Measures in meters, Coating cm, Fck, references, Esc:, Slab cover, Sanitary sewer, Types of cameras, Inspection

Raw text data extracted from CAD file:

0.16 \A1;h>0.80 m. \A1;0.40 \A1;0.40 \A1;0.015 \A1;1.86 \A1;0.50 \A1;.14 \A1;0.6 \A1;.14 \A1;VARIABLE \A1;0.25 \A1;1.86 \A1;1.00 \A1;e \A1;e \A1;0.72 \A1;0.06 \A1;0.60 \A1;0.06 \A1;0.08 \A1;de \A1;0.10 \A1;0.09 \A1;1.00 a 1.20 \A1;0.16 CORTE A - A NIVEL DE PAVIMENTO LOSA Y TAPA HORMIGON CLASE A - 3 MAMPOSTERIA DE LADRILLO MORTERO 1:4 HORMIGON CLASE "B - 2" PIEDRA MANZANA H VARIABLE 0.40 H 0.60 H 0.15 0.60 0.12 0.12 0.60 0.16 1.00 1.86 0.20 1.86 1.00 de CORTE A - A PLANTA A A A A .14 0.6 .14 1:5 1:5 0.50 0.25 1.86 VARIABLE BLOQUE DE ANCLAJE BLOQUE DE ANCLAJE HORMIGON CLASE "B-2" HORMIGON "A-3" ESC: 1:40 CAMARAS CON CAIDA de O 6 mm. c/20 (distribucion) O de 10 mm c/10 Anillos y estribos (ver detalle) 0.10 0.09 6 O 8 mm. (anillos) 19 - O 6 mm c/12 c/u 0.46 m. (estribos) DETALLE DE ANILLOS Y ESTRIBOS ESC: 1:2 O DE 6 mm. c/10 Ambos sentidos 0.72 Anillo O de 6 mm. O de 12 - 46 cm. Anillo O de 6 mm. 0.08 O de 6 mm. c\10 cm. Ambos sentidos 0.06 0.60 0.06 Hormigon A-3 TAPA PROVISIONAL 0.72 m. ESC: 1:10 CAMARAS NORMALES DE INSPECCION 1:5 1:5 PLANTA 1: 5 1: 5 0.40 0.40 1 :5 1 :5 de 1:5 1:5 0.015 CAMARA DE INSPECCION DE MAMPOSTERIA h <=0.80 e e A A CORTE A - A PLANTA 0.10 0.10 0.20 0.16 Ho "A-3" 1/8 Bc. o 10 cm min. 30 cm. min. ASIENTO B1 Bd 30 cm. min. Bc ASIENTO D ASIENTO B2 1/4 Bc o 10 cm. min. 30 cm. min. 30 cm. min. Bd ASIENTO C Bc/2 Bf=1.9 Bc 1/6 Bc min. 1/8 Bc o 10 cm. min. ASIENTOS PARA TUBOS DE Ho NORMA ASTM C12 Bf=2.2 COMPACTADA TIERRA COMUN COMPACTADA TIERRA CERNIDA RIPIO RIPIO TIERRA CERNIDA COMPACTADA TIERRA COMUN COMPACTADA TIERRA CERNIDA COMPACTADA RIPIO COMPACTADA TIERRA COMUN COMPACTADA TIERRA CERNIDA COTA RASANTE NATURAL O PAV. NATURAL O PAV. COTA RASANTE COTA RASANTE NATURAL O PAV. NORMA ASTM C12 ASIENTOS PARA TUBOS DE Ho LAVADO LAVADO Bc/2 Bd Fc=1.1 A B Fc=1.5 p= 1% Bf= 4.8 ASIENTO A1 ASIENTO A2 ASIENTOS PARA TUBOS DE Ho NORMA ASTM C12 TIERRA CERNIDA COMPACTADA TIERRA COMUN COMPACTADA NORMA ASTM C12 ASIENTOS PARA TUBOS DE Ho 1/4 D o 10 cm. min. 0.30 m. min. Bc/4 COTA RASANTE NATURAL O PAV. NATURAL O PAV. COTA RASANTE Bc/4 0.30 m. min. 1/4 D o 10 cm. min. COMPACTADA TIERRA COMUN COMPACTADA TIERRA CERNIDA 1/2 Bc 0.30 m. min. 1/4 D o 10 cm. min. RIPIO TIERRA CERNIDA COMPACTADA TIERRA COMUN COMPACTADA ASIENTO A4 COTA RASANTE NATURAL O PAV. Bc + 20cm o 1.25 Bc Ho So H21 min. Ho So H21 min. 1/4 D o 10 cm. min. LAVADO Ho So H21 min. Bf = Factor de Apoyo REFERENCIAS : P = Cuantia Minima d 8 c/10 cm. d 6 c/30 cm. LAVADO d 6 c/30 d 8 c/15 GRAFICO: 1 SANTA CRUZ DE LA SIERRA Abril, 1995 ING. GONZALO TOLEDO KARINA GUAMAN U. ING. GONZALO TOLEDO CAEM Ltda. GREELEY AND HANSEN REV: FECHA: HOJA: DE: REFERENCIA : NO. FECHA REVISION APROBACION : HAZEN AND SAWYER PROYECTO: DIBUJO: REVISO: PLANO DE ASIENTOS CONVENIO BID.ATN/SF-JF-3697-BO REPUBLICA DE BOLIVIA CIUDAD DE SANTA CRUZ DE LA SIERRA 1 14-AS-1 Bd Relleno normal 10 cm min. Arena gruesa pasa por tamiz No. 4, retenido No. 20 min. 10 cm REVOQUE INTERIOR Y EXTERIOR, MORTERO 1:3 e = 1.5 cms. 0.15 0.28 40% DE PIEDRA DESPLAZADORA HORMIGON CICLOPEO 1:2:4 LOSA BASE 0.14 <= e <= 0.28 m. 1.56 <= de <= 1.58 m. a = de + 0.30 m. e 1.00 e 1.00 a 1.20 h>0.80 m. 0.16 DE LADRILLO,PARA ALTURAS HASTA 2.50m. 1/2 d HORMIGON CLASE "B - 2" HORMIGON CLASE A - 3 PIEDRA MANZANA 40% DE PIEDRA DESPLAZADORA CAMARA DE INSPECCION DE H°A° a= de+0.30m. 1:5 0.15 1:5 0.10 LOSA BASE HORMIGON CICLOPEO 1:2:4 0.20 de 1.20 H VARIABLE 0.16 LOSA Y TAPA NIVEL DE PAVIMENTO 0.60 0.12 0.12 0.60 PARA ALTURAS MAYORES A 2.50m. TUBO DE HORMIGON ARMADO 0.15 Nota: Para caidas en cámaras de inspección mayores a 2.50 m. se tomará en cuenta los mismos criterios PLANTA 1 :5 1 :5 CORTE A - A A A medidas en metros recubrimiento = 3.0 cm Fy = 5000 kg/cm2 fck = 210 kg/cm2 REFERENCIAS ESC: 1:10 LOSA TAPA ALCANTARILLADO SANITARIO TIPOS DE CAMARAS DE INSPECCION

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, chambers, DWG, inspection, kläranlage, treatment plant, types