Cameras Health DWG Detail for AutoCAD

Cameras Health DWG Detail for AutoCAD

Details of various types of sanitary cameras: Cameras Inspection; recording chamber; Interceptor siphoned Camara, Camara for valves, pressure reduction chamber, septic tank and well Noria

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

Inspection chamber, stone, Slab cover, plant, cut, simple, Simple broach, site, scale:, stone, Slab cover, plant, cut, simple, Simple broach, site, Inspection chamber, Brick cascote, scale:, Simple broach, Brick tm, Plaster of, Plaster, simple, stone, plant, cut, Brick tm, Slab cover, Axonometric, Boat ladder, Pte., Pte., center, radio, Pte., Pte., center, radio, Pte., Boat ladder, site, scale:, Inspection chamber, Inspection chamber, cut, simple, Simple broach, Shifter stone, Slab cover, Pte., center, radio, center, radio, Pte., Axonometric, plant, site, scale:, plant, site, diameter, Pvc pipe, Boat ladder, Boat ladder, Shifter stone, Simple broach, simple, Pte., radio, center, radio, center, Pte., cut, Slab cover, Axonometric, scale:, Inspection chamber, Slab cover, plant, cut, simple, Simple broach, Slab cover, Shifter stone, top, scale:, Inspection chamber, double, stone, Slab cover, plant, cut, simple, Simple broach, Slab cover, Double brick, Inspection chamber, scale:, scale:, Registration chamber, cut, Slab cover, plant, Pte., Interceptor camera, Siphoned pvc, Slab cover, cut, plant, entry, departure, entry, departure, scale:, Valve chamber, metal lid, Shifter stone, cut, plant, Llp, departure, entry, Llp, entry, departure, padlock, drain, departure, scale:, Reducer camera, Of pressure, cut, plant, entry, departure, Shifter stone, entry, departure, Slab cover, scale:, plant, Septic chamber, scale:, cut, Sand plaster, entry, Min., entry, Min., departure, Min., Pte., cleaning, access, cleaning, access, cleaning, site, Shifter stone, brand of, Location, brand of, Location, brand of, variable, plant, Septic chamber, scale:, cut, entry, Min., departure, Ho chain To. Cm. faith. its T. Cm., Sand plaster, Faith pl. Cm. in both ways, Min., Chamfer on the joint, Brick wall design, cleaning, access, cleaning, access, cleaning, Min., entry, departure, Min., slab, empty, People served, domestic service, School service, External, until, capacity, Of the tank in, Liters, Dimensions in meters, partition, stone, Note: in service was taken, An endowment of, A retention period of hours., Faith pl. Cm. in both ways, Faith pl. Cm. in both ways, cut, access, water level, Wall screen, Water step, Vain to, Well wheel, scale:, C., access, Slab cover, slab, site, empty, C., Shifter stone, Brick, sand, Brick cascades, center, radio, plant, Shifter stone, simple, Well wheel, scale:, plant, Brick tm, center, radio, C., access, Slab cover, slab, site, empty, C., Brick cascades, sand, Brick, Shifter stone, Brick gambling

Raw text data extracted from CAD file:

O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.60 \A1;1.00 \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.90 \A1;0.90 \A1;0.60 \A1;0.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 60 x 60 H°C° CAMARA DE INSPECCIOM Piedra TAPA LOSA PLANTA CORTE ø 6 c/12 ø 6 c/12 H° Simple 0.60 1.00 1.20 0.20 0.20 1.00 0.20 / 4 Fe O 1/2" Brocal de H° simple 0.90 0.90 5 5 5 5 SITIO 5 5 ESCALA: O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.60 \A1;0.84 \A1;0.12 \A1;0.12 \A1;0.06 \A1;0.72 \A1;0.60 \A1;0.60 \A1;0.84 \A1;0.84 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.15 \A1;0.15 \A1;0.72 \A1;0.72 \A1;0.84 \A1;0.84 \A1;0.06 \A1;1.00 \A1;0.18 \A1;1.19 Piedra TAPA LOSA PLANTA CORTE ø 6 c/12 ø 6 c/12 H° Simple / 7 Fe O 1/2" Brocal de H° simple 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SITIO 5 5 5 1.00 5 5 CAMARA DE INSPECCION 60 x 60 LADRILLO Y CASCOTE ESCALA: \A1;0.19 O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;2.00 \A1;1.44 \A1;0.12 \A1;1.20 \A1;0.12 \A1;1.31 \A1;0.54 \A1;2.14 \A1;R0.60 \A1;R0.35 \A1;R0.73 \A1;R0.35 \A1;R0.41 Brocal de H° simple 4 Fe O 1/2" Ladrillo TM Revoque de M°Cemento Revoque enlucido de M°C° H° Simple Piedra / PLANTA CORTE 5 Ladrillo TM M°H° TAPA LOSA 4 ø 1/2" c/13 AXONOMETRICA 5 Escalera Naútica e=1/2" c 0.30 5 5 5 5 5 5 2.00 5 5 5 5 5 5 5 Pte. 5% Pte. 5% 5 Pte. 5% Pte. 5% centro radio Pte. 5% Pte. 5% 5 Pte. 5% centro radio Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% o 1/2" c 0.30 Escalera Naútica / SITIO 5 5 5 ESCALA: CAMARA DE INSPECCION (ADOBITO) H=2m D=1.20m O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.27 \A1;0.93 \A1;1.60 \A1;0.20 \A1;1.20 \A1;0.20 \A1;R0.60 \A1;R0.80 \A1;R0.35 \A1;0.80 \A1;R0.35 \A1;R0.41 \A1;1.30 \A1;0.67 \A1;0.53 H°C° h=1 d=1.2 CAMARA DE INSPECCION CORTE H° Simple Brocal de H° simple -2.929814599523915 -2.929814599523915 -2.929814599523915 -2.929814599523915 -2.929814599523915 -2.929814599523915 Piedra desplazadora 60% 7 ø 1/2" c/18 4 Fe O 1/2" / TAPA LOSA 4 ø 1/2" c/13 -0.7402075619970816 -0.7402075619970816 -0.7402075619970816 Pte. 5% Pte. 5% Pte. 5% Pte. 5% centro radio centro radio Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% AXONOMETRICA PLANTA 0.9999446182680742 SITIO 0.9679008491261456 0.9679008491261456 -0.290752680700308 -0.290752680700308 -0.290752680700308 ESCALA: O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.44 \A1;0.44 \A1;0.44 \A1;0.80 \A1;0.40 \A1;2.00 \A1;0.53 \A1;1.67 \A1;0.44 \A1;0.26 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.52 \A1;0.44 \A1;2.00 \A1;0.13 \A1;0.44 \A1;0.13 \A1;0.70 \A1;1.20 \A1;0.53 \A1;1.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;R0.35 \A1;2.20 \A1;1.93 \A1;0.30 \A1;0.37 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;R0.60 \A1;R0.80 \A1;0.27 \A1;1.60 \A1;1.20 \A1;0.20 5 5 5 5 5 5 3 ø 1/2" c/13 5 5 5 5 5 5 5 PLANTA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SITIO Diámetro s/diseño Tuberia PVC 4 ø 1/2" c/13 3 ø 1/2" c/13 Escalera Naútica e=1/2" c 0.30 Escalera Naútica e=1/2" c 0.30 Piedra desplazadora 60% Brocal de H° simple H° Simple 4 ø 1/2" c/13 5 5 5 5 0.20 5 5 5 5 5 5 5 Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% Pte. 5% radio centro radio centro Pte. 5% Pte. 5% Pte. 5% Pte. 5% CORTE TAPA LOSA AXONOMETRICA ESCALA: c/CAIDA H°C° h=2.0 d=1.2 CAMARA DE INSPECCION O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.94 \A1;0.84 \A1;0.84 \A1;1.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;1.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.50 \A1;0.47 \A1;1.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.08 \A1;0.08 \A1;0.84 \A1;0.13 \A1;0.13 \A1;1.26 \A1;0.20 TAPA LOSA 2 PLANTA CORTE M°H° Simple / 5 Fe O 1/2" Brocal de H° simple 0.3679606940522007 0.3426917998342347 0.3426917998342347 TAPA LOSA 1 5 ø 1/2" c 12 5 ø 1/2" c 12 -0.0762825147958921 -0.0762825147958921 -0.0762825147958921 -0.0762825147958921 -0.0762825147958921 -0.0762825147958921 -0.0762825147958921 -0.0762825147958921 0.3679606940522007 0.3679606940522007 H°C° 60% piedra desplazadora 5 Tapa H°A° 0.3679606940522007 0.3679606940522007 0.3679606940522007 0.3679606940522007 0.3679606940522007 0.3679606940522007 0.3679606940522007 0.3679606940522007 0.3679606940522007 5 5 ø 1/2" c 12 5 ø 1/2" c 12 5 ESCALA: CAMARA DE INSPECCION DOBLE 100 x 60 H°C° O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;1.27 \A1;0.08 \A1;0.96 \A1;0.08 \A1;0.84 \A1;0.84 \A1;1.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;1.10 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.60 \A1;0.86 \A1;0.48 \A1;0.53 \A1;0.58 \A1;0.96 \A1;0.96 \A1;1.10 \A1;1.00 \A1;0.18 Piedra TAPA LOSA 2 PLANTA CORTE ø 6 c/12 ø 6 c/12 H° Simple / 5 Fe O 1/2" Brocal de H° simple 5 5 5 5 0.5468918031509133 0.5468918031509133 TAPA LOSA 1 ø 1/2" c 12 ø 1/2" c 12 -0.2886115852758167 -0.2886115852758167 -0.2886115852758167 -0.2886115852758167 -0.2886115852758167 -0.2886115852758167 -0.2886115852758167 -0.2886115852758167 0.50 -0.7185458096954278 -0.7185458096954278 5 5 5 -0.0810918905463609 -0.0810918905463609 5 1.00 5 DOBLE 100 x 60 LADRILLO CAMARA DE INSPECCION ESCALA: O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.80 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.80 \A1;0.20 \A1;0.60 \A1;0.10 \A1;0.40 \A1;0.20 \A1;0.70 \A1;0.80 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.58 H°C° 0.40 X 0.40 ESCALA: CAMARA DE REGISTRO CORTE TAPA LOSA PLANTA Pte. 5% Pte. 5% / 4 Fe O 1/2" 1.314803088817079 1.314803088817079 1.314803088817079 1.314803088817079 1.314803088817079 1.314803088817079 1.314803088817079 1.314803088817079 2.422300225494894 2.422300225494894 2.422300225494894 2.422300225494894 2.422300225494894 2.422300225494894 2.422300225494894 2.422300225494894 2.422300225494894 2.422300225494894 4 Fe O 1/2" / O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.80 \A1;1.00 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.23 \A1;0.15 \A1;0.23 \A1;0.20 \A1;0.60 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.90 CAMARA INTERCEPTORA SIFONADA PVC 0.6 X 0.6 TAPA LOSA 4 ø 1/2" c/13 0.5261594458763525 CORTE PLANTA Ingreso Salida 4 Fe O 1/2" / 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 0.2900854799540298 Ingreso Salida ESCALA: O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;0.80 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.09 \A1;0.80 \A1;0.40 \A1;0.30 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 H°C° 0.3x0.3x0.4 CAMARA DE VALVULA Tapa Metálica H°C° 60% piedra desplazadora CORTE PLANTA \A1;Tubería FG UU Llp SALIDA ENTRADA UU Llp ENTRADA SALIDA SALIDA Candado Desague 1.181362065761761 1.181362065761761 1.181362065761761 1.181362065761761 1.181362065761761 1.181362065761761 1.181362065761761 1.181362065761761 0.8908631984091286 0.8908631984091286 0.8908631984091286 0.8908631984091286 0.8908631984091286 0.8908631984091286 0.8908631984091286 0.8908631984091286 SALIDA ESCALA: \A1;1.00 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.23 \A1;0.15 \A1;0.23 \A1;0.20 \A1;0.60 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.90 \A1;0.20 \A1;0.23 \A1;0.15 \A1;0.23 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.60 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.68 \A1;0.68 O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L CAMARA REDUCTORA DE PRESION CORTE PLANTA Ingreso Salida 4 Fe O 1/2" / 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 0.7526291119713804 Piedra desplazadora 60% Ingreso Salida 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 0.3468607243961941 TAPA LOSA 4 Fe O 1/2" / 5 5 ESCALA: O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;2.60 \A1;2.20 \A1;0.20 \A1;0.20 \A1;1.40 \A1;0.40 \A1;0.40 \A1;3.60 \A1;3.20 \A1;0.20 \A1;0.20 \A1;2.40 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.30 \A1;1.00 \A1;0.20 \A1;0.20 \A1;2.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.27 \A1;0.35 \A1;0.10 \A1;1.92 \A1;1.00 \A1;1.60 \A1;1.00 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.62 \A1;0.49 \A1;0.49 \A1;3.60 \A1;Variable \A1;1.40 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.29 \A1;0.29 \A1;0.20 \A1;2.00 \A1;0.20 \A1;2.40 \A1;0.20 \A1;0.20 \A1;1.25 \A1;0.10 \A1;0.35 \A1;0.12 \A1;0.50 \A1;0.50 \A1;0.40 \A1;0.40 PLANTA CAMARA SEPTICA ESCALA: CORTE A-B Revoque de cemento, arena fina, SIKA-1 (1:3) Ingreso O 4" min. / Ingreso / O 4" min. O 4" min. / Salida Salida / O 4" min. Pte. 10% Pte. 10% Pte. 10% Pte. 10% Limpieza Acceso Limpieza Limpieza Acceso Limpieza A B SITIO Piedra desplazadora 60% Marca de Ubicación Ubicación Marca de Ubicación Marca de 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Variable 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 O 1/2" / 6 O 1/2" / 5 5 5 5 H°C° 2.0 X 1.0 X 1.5 m \A1;h3 \A1;h2 \A1;H \A1;h1 \A1;0.40a0.60 \A1;0.10 \A1;L \A1;0.05 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.08 \A1;E \A1;E \A1;A \A1;E \A1;L \A1;E \A1;0.05 \A1;L/2 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.12 \A1;0.12 \A1;0.20 \A1;0.12 \A1;0.20 \A1;0.12 \A1;0.20 \A1;0.12 \A1;0.20 O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L PLANTA CAMARA SEPTICA ESCALA: CORTE a-b Ingreso O 4" min. / Salida Cadena de Ho. Ao. de h = 15 cm. 4 fe. 3/8" y est. 1/4" c/30 cm. Revoque de cemento, arena fina, SIKA-1 (1:3) Fe \~ D=3/8 plg. C/30 cm. en ambos sentidos O 4" min. / -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 1.696132138935518 1.696132138935518 1.696132138935518 1.696132138935518 1.696132138935518 1.696132138935518 1.696132138935518 Chaflán c/M°C° en la junta Muro de ladrillo u H°C° s/ diseño 1.696132138935518 1.696132138935518 1.696132138935518 1.696132138935518 Limpieza Acceso Limpieza Limpieza Acceso Limpieza O 4" min. / Ingreso / Salida O 4" min. E E LOSA Vacio Vacio Vacio PERSONAS SERVIDAS SERVICIO DOMESTICO SERVICIO ESCOLAR ( Externos ) Hasta 10 Hasta 30 11 a 15 31 a 45 46 a 60 16 a 20 61 a 90 21 a 30 91 a 120 31 a 40 121 a 150 41 a 50 151 a 180 51 a 60 181 a 240 61 a 80 241 a 300 81 a 100 CAPACIDAD DEL TANQUE EN LITROS 1.500 2.250 3.000 4.500 6.000 7.500 9.000 12.000 15.000 DIMENSIONES EN METROS L 1.90 2.00 2.30 2.50 2.90 3.40 3.60 3.90 4.40 0.70 0.90 1.00 1.20 1.30 1.40 1.50 1.70 1.80 A 1.80 1.70 1.60 1.50 1.50 1.40 1.30 1.20 1.10 h1 1.80 1.70 1.70 1.60 1.40 1.30 1.20 h2 1.90 2.00 0.75 0.70 0.70 0.65 0.65 0.60 0.55 0.50 0.45 h3 2.48 2.38 2.28 2.18 2.18 2.08 1.88 1.78 1.68 H Tabique 0.28 0.28 0.28 0.28 0.28 0.14 0.14 0.14 0.14 0.30 Piedra 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 E NOTA: En servicio doméstico, se tomó una dotación de 150 Lts./persona/día, y un período de retención de 24 horas. Fe \~ D=3/8 plg. C/30 cm. en ambos sentidos A E L E -0.2455900021483544 Fe \~ D=3/8 plg. C/30 cm. en ambos sentidos -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 a b c d CORTE c-d -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 -0.2455900021483544 Acceso Nivel de Agua Muro Pantalla Paso de Agua Vanos para P R O D U C T I V A Y S O C I A L F O N D O D E I N V E R S I O N O B R A S C O N E M P L E O S \A1;1.20 \A1;0.20 \A1;0.20 \A1;1.60 \A1;0.50 \A1;0.30 \A1;R0.60 \A1;R0.80 POZO NORIA ESCALA: M°H° -0.9161354403520079 / Fe O 1/2" c. 20 ACCESO TAPA LOSA 0.20 0.20 1.60 LOSA SITIO VACIO / Fe O 1/2" c. 20 ø 3/4" 5 5 H°C° Piedra desplazadora 60% H°C° D=1.20m Piedra Bolón o Ladrillo Arena Grava ó Cascote de Ladrillo -1.469392593548079 -1.469392593548079 centro radio PLANTA Piedra desplazadora 60% M°H° simple O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N P R O D U C T I V A Y S O C I A L \A1;R0.60 \A1;R0.73 \A1;1.20 \A1;0.13 \A1;0.13 \A1;1.46 \A1;0.50 \A1;0.30 POZO NORIA ESCALA: PLANTA Ladrillo TM M°H° 1.32530975302663 centro radio 1.32530975302663 -0.9161354403520079 / Fe O 1/2" c. 20 ACCESO TAPA LOSA -0.9161354403520079 -0.9161354403520079 -0.9161354403520079 LOSA SITIO VACIO / Fe O 1/2" c. 20 ø 3/4" Grava ó Cascote de Ladrillo Arena Piedra Bolón o Ladrillo 5 5 H°C° Piedra desplazadora 60% Ladriloo Gambote D=1.20 m

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
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File Type	dwg
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Tags	autocad, cameras, chamber, DETAIL, details, DWG, health, inspection, interceptor, kläranlage, recording, Sanitary, treatment plant, types