Plano Reservoir DWG Detail for AutoCAD

Plano Reservoir DWG Detail for AutoCAD

Details – dimensions – axonometric

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

Elastomeric seal, Tecnoport, Scale expansion joint, Foam rod, Water stop scale, Elastomeric seal, Tecnoport, Water stop joint, Of foam, Clean channel, Metal gate, Masonry channel, Overflow channel, distribution channel, plant, Esc., plant, Delivery camera, Pvc pipe mm, entry, Water stop joint, every M., Cleaning chamber, Cast of pvc spell, Water stop joint, every M., Water stop joint, every M., Water stop joint, every M., Water stop joint, every M., Water stop joint, every M., Shoe projection, stairs, Butterfly valve, Overflow channel, Quota, Metal gate, Metal protection grille, Pvc input pipe mm, Tube f ° g, Galvanized mesh, Angular, gate valve, purge valve, cut, Esc., Stairs, Expansion joint, every M., Water stop joint, Quota, cut, Esc., Expansion joint, every M., Water stop joint, Expansion joint, every M., Rectangular channel of concrete overflow, Rectangular channel of concrete income, Pipe by pass pvc dn mm, Water stop joint, Shoe projection, cut, Esc., Pvc dn mm, Clean pipe, Butterfly valve, Metal gate, Clean channel, Stuffing packed with selected material, Esc., cut, Reservoir wall, Overflow channel, Esc., Cº a º f’c, Alternate shape, Of placing the inner vertical steel, Npt, Typical section, Reservoir wall, Esc., detail of, steel structures, Details, Exhaust vent, Butterfly valve, Cº aº, Esc., plant, Esc., cut, Butterfly valve, Esc., Detail reinforcement, Cº aº, Cement type portland, Coarse aggregate, Minimum coating, maximum size, Reinforced concrete, Grade steel, reinforcing steel, cement, Technical specifications, concrete, In foundations cm, On surface in contact with water cm, Stripping the hours, Overlapping cm cm, Overlaps minimum anchors, Anchor cm, concrete, Reinforced concrete, Technical specifications, cement, reinforcing steel, Grade steel, maximum size, In slabs cm, Minimum coating, Coarse aggregate, Cement type portland, In walls cm, seal, cut, Scales cm., Concrete data, metal lid, Tub pvc dn mm, Wall, Esc., cut, Esc., Cº a º f’c, Npt, Esc., Details, Exhaust vent, Cº aº, Esc., plant, Esc., cut, Scales cm., Esc., Detail reinforcement, Concrete data, Cº aº, Self-locking union, Reinforced concrete, Grade steel, reinforcing steel, Technical specifications, Concrete flooring, concrete, Finished formwork, Concrete flooring, seal, cut, Scales cm., Concrete data, Cº aº, metal lid, Pvc dn mm, Clean pipe, Canal driving, Wall, Metal gate, Overflow channel, metal lid, Butterfly valve, Self-supporting union, metal lid, Will be done face-down formwork, finish, Of construction, Water stop band, Compact ground, concrete, Of contraction contracting joint esc:, Asphalt seal, Compact ground, concrete, Asphalt seal, Metal gate, Metal gate, Esc., plant, Esc., plant, Towards the reservoir, Pipe by pass pvc dn mm, Metal gate, Metal protection grille, Pipe ntp mm bypass, Esc., cut, Esc., cut, Reinforcement detail, Esc., Reinforcement detail, Water stop joint, delivery man, Overflow channel, Pipe by pass pvc dn mm, Poip of energy dissipation, Valve box, Clean, Output, Tub pvc dn mm, Output, Tub pvc dn mm, Clean, Window cleaning, approximately, variable, concrete, steel, concrete, steel, Flow reception box, Esc., Cleaning channel section, Esc., Esc., Esc., concrete, steel, Clean camera, Esc., Esc., Union of tubes with electric welding, Galvanized mesh, Concrete foundation pm, Pipe fº gº mts, access door, Esc., Tube f ° g, Galvanized mesh, Angular, principal, Esc., Foundation, Esc., Mesh union with angles must be electrowelded, Galvanized iron pipe, Angular, Concrete foundations pm, Techniques, Galvanized Enclosure #, Tube f ° g, Knocker with padlock, Security system: iron knocker with padlock, detail, pipeline, Assembly detail, Galvanized mesh, Angular profile, Of steel, Smooth, detail, Corner, linear, Angular profile, pipeline, Of steel, pipeline, Angular profile, Smooth iron, Steel plate, Esc., distribution channel, Existing pipe, Pvc pipe mm, Entrance to the existing one, Existing pipe, Pvc pipe mm, Entrance to the existing one, Pvc pipe mm, entry, Pipe ntp mm bypass, Granular base, Sole, Granular base, Sole, Pvc sieve pipe ntp mm uf, Selected gravel, Pvc sieve pipe ntp mm uf, Selected gravel, sewer system, Pvc sieve pipe ntp mm uf, Sink of dissipation, Water stop joint, Granular base, Sole, Granular base, Sole, Quota, Metal gate, Metal protection grille, Pvc input pipe mm, Stairs, Expansion joint, every M., Water stop joint, Filled with

Raw text data extracted from CAD file:

\A2;2.20 \A2;.70 \A2;.30 \A2;.50 \A2;.30 \A2;.50 \A2;.30 \A2;.50 \A2;33.00 \A2;.50 \A2;.30 \A2;44.00 \A2;.50 \A2;.30 \A2;2.20 \A2;1.20 \A2;1.30 \A2;1.50 \A2;1.20 \A2;.70 \A2;.30 \A2;.50 \A2;.30 \A2;.70 \A2;.30 \A2;.50 \A2;.70 \A2;.30 \A2;.70 \A2;.50 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.00 \A2;3.14 \A2;3.66 \A2;3.14 \A2;3.66 \A2;2.60 \A2;3.66 \A2;2.60 \A2;3.66 \A2;3.14 \A2;3.14 \A2;3.14 \A2;3.14 \A2;.70 \A2;.30 \A2;.50 \A2;2.20 \A2;1.20 \A2;1.30 \A2;1.50 \A2;1.20 3.00 \A2;.20 \A2;.40 \A2;4.00 \A2;.70 \A2;.70 \A2;.70 \A2;.70 \A2;.15 \A2;.15 \A2;.40 \A2;.20 \A2;33.00 \A2;.50 \A2;44.00 \A2;2.00 \A2;3.00 \A2;1.00 \A2;1.00 \A2;1.60 \A2;.20 \A2;.40 \A2;.15 \A2;.15 .20 1" Sello Elastomérico Tecnoport 1" \LDETALLE DE JUNTA DE DILATACIÓN ESCALA 1 / 20 Rodòn de Espuma \A1;Ø1 \S1/4;" \A1;1/2" \LDETALLE DE JUNTA WATER STOP ESCALA 1 / 20 -193.7141032210216 -193.7141032210216 Sello elastomérico e = 1" x 1/2" Tecnoport Junta Water Stop 6" .075 \A1;Rodòn de espuma 1 \S1/4;" ±0.00 1.00 1.00 .15 1.00 1.15 .15 .15 1.00 .15 .25 .25 .30 .15 .15 .15 .30 .15 .30 .25 .25 .25 .40 1.20 .15 1.00 .15 1.30 1.00 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .20 .15 1.00 1.30 .60 .15 1.50 1.20 .15 .60 .15 .70 1.50 .15 .20 .15 1.30 .60 .15 .60 .15 1.50 .15 1.45 .25 .25 .30 .15 .15 .15 .30 .15 .30 .25 .25 .25 .40 2.40 2.00 .30 .40 2.80 1.20 .15 1.00 .15 1.00 .60 .15 .60 .15 1.50 .15 1.45 1.00 .15 1.00 1.15 .15 .15 1.00 .15 1.30 1.30 1.00 .15 1.00 1.30 .60 .15 .60 1.20 .15 .60 .60 .15 .70 1.50 1.20 .15 .20 .15 1.30 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .25 .20 .15 .30 1.10 .30 1.10 .15 .70 .15 .15 2.17 1.00 1.15 0.10 .30 .30 .45 3.00 1.00 3.00 .60 .30 2.40 .15 .70 .15 1.00 .30 .30 .65 .95 .15 .70 .15 .30 .55 .95 .15 .70 .15 .30 .40 2.40 .60 .40 .20 .15 .15 .15 .50 .15 .15 .15 .40 .40 .15 .15 .15 .40 .15 .15 .15 .25 .15 .40 .60 .70 .20 .15 .40 .40 .15 .15 .15 .15 .70 .15 .15 .52 .15 .15 .40 .15 .15 .15 .25 .15 .40 .60 .70 .20 .85 .15 2.10 .10 .45 3.00 .20 2.40 2.80 .30 .15 .40 .30 .70 .30 1.40 1.00 .20 .15 2.10 .50 .50 1.10 .30 .15 2.10 .50 1.10 1.40 1.00 .50 .30 \A2;.10 \A2;3.00 \A2;1.50 Canal Limpia \A2;3.00 .30 .20 .20 Compuerta Metalica 0.30 x 0.50 m \W0.94917; Canal de mamposteria \W0.94917; L = 10.00 (minimo) Canal de Rebose Canal de distribucion 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESC. 1/150 PLANTA Camara repartidor Tuberia PVC C-7.5 250 mm Entrada Junta Water Stop 6" cada 9.42 m. A/S Cámara de Limpia 1.00 m x 1.50 m (VER DETALLE) Canastilla de PVC Hechizo Junta Water Stop 6" cada 9.42 m. A/S Junta Water Stop 6" cada 9.42 m. A/S Junta Water Stop 6" cada 9.42 m. A/S Junta Water Stop 6" cada 9.42 m. A/S Junta Water Stop 6" cada 9.42 m. A/S S=1% S=1% S=1% S=1% b b Proyeccion de Zapata 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Escalera B A A D c c B A C C D D D 5 5 d200mm. PN 16 VALVULA MARIPOSA 5 5 5 Canal de Rebose 5 5 COTA = 2784.30 Compuerta Metalica 0.30 x 0.50 m REJILLA METALICA DE PROTECCION 0.20 M X 0.20 M f'c=210kg/cm2 Tuberia Entrada PVC C-7.5 350 mm TUBO Fº Gº D= 2" X 2.80 MALLA GALVANIZADA 2"x2" #10 ANGULAR DE 1 1/2" X 1 1/2" x 1/8" 3.00 5 5 5 5 Válvula Compuerta VALVULA DE PURGA CORTE A - A ESC. 1/100 f'c=210kg/cm2 ESCALINES F° G° d = 3/4"@ 30cm. d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 5 Junta Dilatacion cada 3.14 m. A/S cada 9.42 m. Junta Water Stop 6" 5 COTA = 2784.30 5 5 5 5 CORTE H - H ESC. 1/100 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 Junta Dilatacion cada 3.14 m. A/S cada 9.42 m. Junta Water Stop 6" d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 Junta Dilatacion cada 3.14 m. A/S Canal Rectangular de Rebose CONCRETO fc=175Kg/Cm2 Canal Rectangular de Ingreso CONCRETO fc=175Kg/Cm2 \W1.33993; TUBERIA BY PASS \W1.33993; PVC DN 200 MM C-5 5 Junta Water Stop 6" Junta Water Stop 6" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Proyeccion de Zapata Proyeccion de Zapata 5 5 5 5 5 5 5 5 5 5 5 CORTE B-B ESC. 1/100 5 PVC DN 250 mm C-5 Tubería de Limpia VALVULA MARIPOSA d250mm. PN 16 Compuerta Metalica 0.30 x 1.10 m 5 f'c=210kg/cm2 5 5 5 5 5 5 Canal de limpia 5 5 5 5 RELLENO COMPACTADO CON MATERIAL SELECCIONADO ESC. 1/25 CORTE D - D 5 5 5 5 5 5 5 Muro de Reservorio Canal Rebose (Cº Sº f'c= 210 Kg/cm2) 5 5 5 5 5 5 5 5 d3/8"@ .20 ESC. 1/25 D - D Cº Aº f'c = 210 kg/cm2 FORMA ALTERNADA DE COLOCAR EL ACERO VERTICAL INTERIOR 5 5 5 5 NPT = 0+00 5 SECCION TIPICA MURO RESERVORIO ESC. 1/25 DETALLE DE ESTRUCTURAS DE ACERO \LRESERVORIO - DETALLES \LCAMARA DE SALIDA - PURGA 5 5 5 VALVULA MARIPOSA Cº Aº f'c= 210 Kg/cm2 A A ESC. 1/25 PLANTA 5 5 5 ESC. 1/25 CORTE A-A 5 5 d200mm. PN 16 VALVULA MARIPOSA ESC. 1/25 DETALLE REFUERZO Cº Aº f'c= 210 Kg/cm2 5 5 5 5 5 d1/2"@ .20 d3/8"@ .20 d1/2"@ .20 d3/8"@ .20 d1/2"@ .20 5 5 5 5 5 : f'c= 210 Kg/cm2 CEMENTO PORTLAND TIPO I 4.0 AGREGADO GRUESO 5.0 RECUBRIMIENTO MINIMO TAMAÑO MAXIMO 3/4" CONCRETO ARMADO ACERO DE GRADO 60 f'y= 4200 Kg/cm2 2.0 ACERO DE REFUERZO 3.0 CEMENTO ESPECIFICACIONES TECNICAS 1.0 CONCRETO EN CIMENTACIONES 7.5 cm EN SUPERFICIE EN CONTACTO CON AGUA 7.5 cm DESENCOFRADOS : A LAS 48 HORAS TRASLAPE 40 cm 55 cm 6.0 TRASLAPES Y ANCLAJES MINIMOS ANCLAJE 30 cm 40 cm 1.0 CONCRETO CONCRETO ARMADO F'c= 210 Kg/cm2 ESPECIFICACIONES TECNICAS 3.0 CEMENTO 2.0 ACERO DE REFUERZO ACERO DE GRADO 60 F'y= 4200 Kg/cm2 TAMAÑO MAXIMO 1/2" EN LOSAS 2.5 cm 5.0 RECUBRIMIENTO MINIMO 4.0 AGREGADO GRUESO CEMENTO PORTLAND TIPO I EN MUROS 4.0 cm d 3/8" 1/2" SELLO WATER-STOP 6"PERIMETRAL 5 5 5 5 CORTE B-B 5 5 ESCALINES F° G° d = 3/4" @ 30 cm. DADO DE CONCRETO 5 5 5 5 1.00 x 1.30 m 5 5 TAPA METALICA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUB PVC DN 250 mm C-7.5 B B 5 5 d3/8"@ .20 d3/8"@ .20 d1/2"@ .20 5 5 5 5 5 5 5 MURO f'c=210kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/25 CORTE D - D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3/8"@ .20 ESC. 1/25 Cº Aº f'c = 210 kg/cm2 5 5 5 5 5 5 5 5 5 NPT = 0+00 5 ESC. 1/25 ESC. 1/25 \LRESERVORIO - DETALLES \LCAMARA DE SALIDA - PURGA 5 5 5 d250mm. PN 16 Cº Aº f'c= 210 Kg/cm2 A A ESC. 1/25 PLANTA 5 5 5 ESC. 1/25 CORTE A-A 5 5 ESCALINES F° G° d = 3/4" @ 30 cm. ESC. 1/25 DETALLE REFUERZO DADO DE CONCRETO Cº Aº f'c= 210 Kg/cm2 5 d200mm. PN 16 UNION AUTOPRTANTE 5 5 5 5 d1/2"@ .20 d3/8"@ .20 d1/2"@ .20 d3/8"@ .20 d1/2"@ .20 5 5 5 5 5 5 : f'c= 140 kg/cm2 : f'c= 210 Kg/cm2 CONCRETO ARMADO ACERO DE GRADO 60 f'y= 4200 Kg/cm2 2.0 ACERO DE REFUERZO ESPECIFICACIONES TECNICAS CONCRETO SOLADO 1.0 CONCRETO ACABADOS : ENCOFRADO CON CARAVISTA CONCRETO SOLADO F'c= 140 Kg/cm2 SELLO WATER-STOP 6"PERIMETRAL 5 5 5 5 CORTE B-B 5 5 ESCALINES F° G° d = 3/4" @ 30 cm. DADO DE CONCRETO Cº Aº f'c= 210 Kg/cm2 5 5 5 5 5 5 TAPA METALICA PVC DN 250 mm C-5 Tubería de Limpia CANAL CONDUCCION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B 5 5 d3/8"@ .20 d1/2"@ .20 d3/8"@ .20 d1/2"@ .20 5 5 5 5 5 5 5 MURO f'c=210kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Compuerta Metalica 0.30 x 1.10 m 5 5 Canal de Rebose 1.00 x 1.30 m TAPA METALICA TAPA METALICA 5 d250mm. PN 16 VALVULA MARIPOSA d250mm. PN 16 UNION AUTOPORTANTE 0.30 x 1.10 m TAPA METALICA SE REALIZARA ENCOFRADO CON CARAVISTA 7.0 ACABADO \W5.68543; \LDETALLE DE DE \LJUNTA CONSTRUCCION BANDA WATER STOP 6" TERRENO COMPACTO CONCRETO FC=210 KG/CM2 \W3.88647; \LDETALLE DE DE JUNTA DE CONTRACCIONDE CONTRACCION \W8.76586; ESC: 1/25 SELLO DE ASFALTO 1" TERRENO COMPACTO CONCRETO FC=210 KG/CM2 SELLO DE ASFALTO 1" 5 5 Compuerta Metalica 0.30 x 0.50 m 5 5 Compuerta Metalica 0.30 x 0.50 m 5 5 5 5 5 c c c c ESC. 1/25 PLANTA ESC. 1/25 PLANTA 5 5 5 5 Hacia el reservorio Tuberia By Pass PVC DN 200 MM C-5 Compuerta Metalica 0.30 x 0.50 m REJILLA METALICA DE PROTECCION 0.20 M X 0.20 M TUBERIA NTP 1452 D=200 MM BYPASS 5 5 5 f'c=210kg/cm2 5 5 5 5 5 5 5 5 5 ESC. 1/25 CORTE C-C ESC. 1/25 CORTE C-C 5 5 5 5 f'c=210kg/cm2 5 5 5 5 5 5 5 5 DETALLE DE REFUERZO ESC. 1/25 DETALLE DE REFUERZO Junta water stop 6" Junta water stop 6" Junta water stop 6" d3/8"@ .20 d3/8"@ .20 d3/8"@ .20 d3/8"@ .20 5 5 \LCAMARA REPARTIDOR Canal de rebose Tuberia By Pass PVC DN 200 MM C-5 Poza de Disipacion Energia Caja de Valvulas DE LIMPIA DE SALIDA TUB PVC DN 200 mm C-7.5 DE SALIDA TUB PVC DN 200 mm C-7.5 TUB PVC DN 250 mm C-7.5 DE LIMPIA 5 5 Ventana para Limpia \W5.34916; 0.30m 0.30m Longitud=8.00m Aproximadamente 5 5 h variable CONCRETO FC=210 KG/CM2 \A1;\S3#8;" ACERO @ 0.35 m 5 5 5 CONCRETO FC=210 KG/CM2 \A1;1/2" ACERO @ 0.35 m \LDETALLE CAJA DE RECEPCION DE CAUDAL ESC. 1/25 \LDETALLE SECCION DE CANAL DE LIMPIA ESC. 1/25 ESC. 1/25 a - a ESC. 1/25 ESC. 1/25 b - b ESC. 1/25 5 5 5 CONCRETO FC=210 KG/CM2 \A1;1/2" ACERO @ 0.35 m \LDETALLE CAMARA LIMPIA ESC. 1/25 ESC. 1/25 c - c ESC. 1/25 5 <> UNION DE TUBOS CON SOLDADURA ELECTRICA MALLA GALVANIZADA COCADA DE 2"x2" #10 1.00 5 5 5 5 5 CIMIENTO CONCRETO f'c=175 kg/cm2 + 30% PM TUBERIA Fº Gº D=2" X 2.80 MTS \LDETALLE PUERTA DE INGRESO ESC. 1 / 25 TUBO Fº Gº D= 2" X 2.80 MALLA GALVANIZADA 2"x2" #10 ANGULAR DE 1 1/2" X 1 1/2" x 1/8" \LELEVACION PRINCIPAL ESC. 1 / 25 \LDETALLE CIMENTACION ESC. 1 / 25 UNION DE TUBERIAS, MALLA CON ANGULARES DEBEN SER ELECTROSOLDADAS TUBERIA DE FIERRO GALVANIZADO d 2"x2.80m ANGULAR DE 1 1/2" X 1 1/2" X 1/2" CONCRETO CIMIENTOS f'c= 175 Kg/cm2 +30% PM \LESPECIFICACIONES TECNICAS MALLA DE CERCO GALVANIZADA 2" X 2" Nº 10 TUBO Fº Gº D= 2" X 2.80 TUBO Fº Gº D= 2" 0.10 ALDABA CON CANDADO SISTEMA DE SEGURIDAD: ALDABA DE FIERRO CON CANDADO 5 5 DETALLE 01 Tuberia F°G° d =2" x 2.80m DETALLE DEL ENSAMBLAJE Malla Galvanizada de 2"x2" #10 Perfil Angular 11/2"x1/2"x1/8" \A1;Platina de Acero de \S1/8;\H1.4286x;" \A1;Fierro Liso de \S1/8;\H1.4286x;" DETALLE 01 Esquinera Lineal Perfil Angular 11/2"x1/2"x1/8" Tuberia F°G° d =2" x 2.80m \A1;Platina de Acero de \S1/8;\H1.4286x;" Tuberia F°G° d =2" x 2.8m Perfil Angular 11/2"x1/2"x1/8" Perfil Angular 11/2"x1/2"x1/8" Fierro liso d =1/2" Platina de acero 1/8" d>1/2" ESC. 1 / 20 \Lcorte A-A 5 3.00 1.00 3.00 5 5 5 5 5 5 Canal de distribucion Tuberia Existente Tuberia PVC C-7.5 250 mm Entrada hacia la Existente Tuberia Existente Tuberia PVC C-7.5 250 mm Entrada hacia la Existente Tuberia PVC C-7.5 250 mm Entrada TUBERIA NTP 1452 D=350 MM BYPASS 5 5 5 Base Granular Solado f'c=140kg/cm2 e=0.10m Base Granular Solado f'c=140kg/cm2 e=0.10m TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm GRAVILLA SELECCIONADO TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm GRAVILLA SELECCIONADO Drenaje TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm S=1.5% S=1.5% S=1.5% S=1.5% S=1.5% Poza de Disipacion Junta water stop 6" Base Granular Solado f'c=140kg/cm2 e=0.10m Base Granular Solado f'c=140kg/cm2 e=0.10m COTA = 2784.30 Compuerta Metalica 0.30 x 0.50 m REJILLA METALICA DE PROTECCION 0.20 M X 0.20 M f'c=210kg/cm2 Tuberia Entrada PVC C-7.5 350 mm f'c=210kg/cm2 ESCALINES F° G° d = 3/4"@ 30cm. d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 d1/2"@ .35 Junta Dilatacion cada 3.14 m. A/S cada 9.42 m. Junta Water Stop 6" RELLENO COMPACTADO CON MATERIAL SELECCIONADO TUBERIA NTP 1452 D=350 MM BYPASS Base Granular Solado f'c=140kg/cm2 e=0.10m TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm GRAVILLA SELECCIONADO TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm GRAVILLA SELECCIONADO Base Granular Solado f'c=140kg/cm2 e=0.10m Base Granular Solado f'c=140kg/cm2 e=0.10m TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm GRAVILLA SELECCIONADO TUBERÍA CRIBADA DE PVC NTP ISO-1452 UF S-20 (C-5) DE 110 mm GRAVILLA SELECCIONADO Base Granular Solado f'c=140kg/cm2 e=0.10m Base Granular Solado f'c=140kg/cm2 e=0.10m Tubería PVC cribada 3mm < d agujeros < 5mm 4cm < espaciamiento < 8cm Tubería PVC cribada 3mm < d agujeros < 5mm 4cm < espaciamiento < 8cm Tubería PVC cribada 3mm < d agujeros < 5mm 4cm < espaciamiento < 8cm H H Terreno Natural Terreno Natural Canal de Limpia TUBERIA BY PASS PVC DN 200MM C-5 TUBERIA BY PASS PVC DN 200MM C-5 TUBERIA BY PASS PVC DN 200 MM C-5 VALVULA MARIPOSA d200mm. PN 16 MALLA OLIMPICA MALLA OLIMPICA MALLA OLIMPICA MALLA OLIMPICA CONCRETO FC=170 KG/CM2 + 30% P.M CONCRETO FC=170 KG/CM2 + 30% P.M 5 Válvula Compuerta VALVULA DE DISTRIBUCION Compuerta Metalica 0.4 x 0.80 m Canal Seccion 0.4 x 0.35 m 5 Canal Seccion 0.4 x 0.35 m Canal Seccion 0.4 x 0.35 m 5 5 Solado f'c=140kg/cm2 e=0.10m e=0.10m d 3/8" @ 0.25 d 1/2" @ 0.20 d 1/2" @ 0.125 d 1/2" @ 0.20 d 1/2" @ 0.15 5 Solado f'c=140kg/cm2 e=0.10m e=0.10m d 1/2" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.30 d 1/2" @ 0.20 d 1/2" @ 0. d 1/2" @ 0.20 d 1/2" @ 0.125 5 Material Granular e=0.20m d 1/2" @ 0.125

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, axonometric, DETAIL, details, dimensions, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, plano, reservoir, supply, treatment plant, wasserversorgung, water