Pumping Drain DWG Section for AutoCAD

Pumping Drain DWG Section for AutoCAD

Pumping drain – Deposit flour in sacks – Scheme of discharge – Plant – Section with specifications – Structural details – Armed of irons

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

Typt, Asd, Electric., group, mechanic, civil, Proc., Instr., date, do not., Cross review, drawing, do not., drawing, do not., do not., by, Made, date, client:, location:, I authorize, revised, Approved, drawing:, Type of drawing:, Dimensions:, Project no., Cad file:, scale:, area:, date, Tel. San mateo atenco, S.a. Of c.v., Construction project, Civil electromechanics, Technical architecture, Edo. from Mexico, No plan, review:, pipe, Flanges for valve pipes connections, The quotas govern when not taking measures scale., Referred to in the architectural plans., Dimensions in millimeters except where specified., Verify levels in field with respect to, Levels elevations in meters., Notes:, Applicable standards:, Face, Carbon steel pipe, Carbon steel connections, Forged steel fittings, Forged steel flanges, Steel pipe forged, Malleable iron connections, Flayed, Notes:, Levels elevations in meters., The quotas govern when not taking measures scale., Referred to in the architectural plans., Dimensions in millimeters except where specified., Verify levels in field with respect to, Applicable standards:, Body end flange type check valve, Carbon steel pipe, Face, Flanges for valve pipes connections, Carbon steel connections, Forged steel fittings, Forged steel flanges, Steel pipe forged, Malleable iron connections, Flayed, Garlock equivalent packaging, Hex head bolts astm, Flanges ac. To carbon forged, Interiors of mca. Walworth equivalent, Flanged steel globe valve, Ac connections. To carbon solders, Supports ac. structural, Mca. model, Tube of ac. Al carbon ced. Bevelled ends, materials:, high voltage, Against, fire, Bombs, sidewalk, retention, Solid, screen, Submersible pumps, pit, Carcamo, ramp, screen, Solid, retention, Kite lts, Flour store in bags, West street, Elevation view, Esc., Carcamo download, Esc., pit, Carcamo, Solid, retention, screen, Kite lts, Pte street, Elevation view, Esc., Kite lts, Carcamo, pit, Solid, retention, screen, Solid, retention, screen, sidewalk, fire, Bombs, System vs., ramp, support, hose, Typt, Asd, Electric., group, mechanic, civil, Proc., Instr., date, do not., Cross review, drawing, do not., drawing, do not., do not., by, Made, date, client:, location:, I authorize, revised, Approved, drawing:, Type of drawing:, Dimensions:, Project no., Cad file:, scale:, area:, date, Tel. San mateo atenco, S.a. Of c.v., Construction project, Civil electromechanics, Technical architecture, Edo. from Mexico, No plan, review:, Overlapping, cut, Esc., vertical, detail, Var. Vertical interior, Var. Horizontal interior, Mc section, Var., Solid retention screen, Armed detail, Var., see detail, Var. of the, level, Esc., Pvc band of, New concrete festerbond similar additive, Detail of board in, On concrete wall, Bonding zone, Esc., Cast of wall, Carcamo pumping pit, Esc., Plant location, detail, vertical, Esc., section, Var. Vertical exterior, Var. Horizontal exterior, Compacted filling to the proctor, Var. Vertical interior, Var. Horizontal interior, Var. Vertical exterior, Var. Horizontal exterior, Compacted filling to the proctor, Related searches, do not., In., Cms., Overlap, diameter, Dimensions in cms., Specifications for, Overlays hooks, Long Overlapping, Without esc., Solid retention screen, Fire-fighting system pumps, Flour store in bags, Submersible pumps, Carcamo pit, Solid retention screen, sidewalk, ramp, West street, Esc., detail, Chaflan in corners, Concrete template, Var., concrete wall, Var., Variable duct, Var., Concrete in, Pipeline passage, Wall reinforcement, Esc., Var. Horizontal interior, Var. Vertical interior, Var. Vertical exterior, Var. Horizontal exterior, Var. Vertical, Var. Horizontal rods inner face, Var. Vertical, Var. Horizontal, Var. Vertical, Var. Horizontal, Var. Vertical, Var. Horizontal rods inner face, Var. Vertical, Var. Horizontal rods inner face, Var. Vertical, Var. Horizontal, Var. Vertical, Var., Resistant cement must be used, Natural of any modification of these, Minimum depth of off the ground, Move the entire structure onto a template, M. Of depth, Referred to in the plans of, Notes:, Dimensions in millimeters except where specified., Verify levels in field with respect to, Resistance for ground considered for design, According to a study of soil mechanics., Approved by engineering to be verified, This condition prior construction of the structure, In reinforcement, Strength of materials:, Compact it

Raw text data extracted from CAD file:

typt asd asd asd as as a as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as R E V I S I O N E S R E F E R E N C I A S ELECTRIC. 2 GRUPO MECANICO CIVIL PROC. INSTR. B 1 0 C D FECHA No. A REVISION CRUZADA DIBUJO No. D E S C R I P C I O N R E F E R E N C I A S DIBUJO No. D E S C R I P C I O N R E V I S I O N E S 2 3 B 0 1 C D No. A POR HECHA FECHA D E S C R I P C I O N CLIENTE: LOCALIZACIÓN: AUTORIZO (CLIENTE): REVISO (TEYAR): APROBO (TEYAR): APROBO (CLIENTE): DIBUJO: TIPO DE DIBUJO: ACOTACIONES: PROYECTO No. ARCHIVO CAD: ESCALA: AREA: FECHA TEL. 01 728 51298 Y 51409 SAN MATEO ATENCO TEYAR, S.A. DE C.V. PROYECTO Y CONSTRUCCION DE OBRAS CIVILES Y ELECTROMECANICAS TECNICA Y ARQUITECTURA EDO. DE MEXICO PLANO No.: REVISION: \A1;5575 \A1;2500 \A1;10000 \A1;3000 \A1;1000 \A1;2000 \A1;4500 \A1;8000 \A1;1200 \A1;3000 \A1;6500 - - \A1;5600 \A1;2500 \A1;6700 \A1;2500 \A1;5600 A PIPA (35000 lts) BRIDAS PARA TUBERÍAS DE ACERO, VÁLVULAS Y CONEXIONES 4. LAS COTAS RIGEN AL DIBUJO, NO TOMAR MEDIDAS A ESCALA. A LO REFERIDO EN LOS PLANOS ARQUITECTONICOS. 1. COTAS EN MILIMETROS EXCEPTO DONDE SE ESPECIFIQUE. 2. VERIFICAR NIVELES Y COTAS EN CAMPO Y CON RESPECTO 3. NIVELES Y ELEVACIONES EN METROS. NOTAS: NORMAS APLICABLES: DIMENSIONES CARA A CARA Y EXTREMO ANSI-B16.10 TUBERÍA DE ACERO AL CARBÓN ASTM-A53 CONEXIONES DE ACERO AL CARBÓN ASTM-A234 CONEXIONES DE ACERO FORJADO ASTM-A105 BRIDAS DE ACERO FORJADO ASTM-A-105 TUBERÍA DE ACERO Y FIERRO FORJADO ANSI-B36.10 CONEXIONES DE HIERRO MALEABLE ASTM-197 BRIDADAS ANSI-B16.5 NOTAS: 3. NIVELES Y ELEVACIONES EN METROS. 4. LAS COTAS RIGEN AL DIBUJO, NO TOMAR MEDIDAS A ESCALA. A LO REFERIDO EN LOS PLANOS ARQUITECTONICOS. 1. COTAS EN MILIMETROS EXCEPTO DONDE SE ESPECIFIQUE. 2. VERIFICAR NIVELES Y COTAS EN CAMPO Y CON RESPECTO NORMAS APLICABLES: VALVULA DE RETENCION TIPO COLUMPIO, EXTREMOS BRIDADOS CUERPO HIERRO, TUBERÍA DE ACERO AL CARBÓN ASTM-A53 DIMENSIONES CARA A CARA Y EXTREMO ANSI-B16.10 BRIDAS PARA TUBERÍAS DE ACERO, VÁLVULAS Y CONEXIONES CONEXIONES DE ACERO AL CARBÓN ASTM-A234 CONEXIONES DE ACERO FORJADO ASTM-A105 BRIDAS DE ACERO FORJADO ASTM-A-105 TUBERÍA DE ACERO Y FIERRO FORJADO ANSI-B36.10 CONEXIONES DE HIERRO MALEABLE ASTM-197 BRIDADAS ANSI-B16.5 EMPAQUES GARLOCK 900 O EQUIVALENTE TORNILLOS CABEZA Y TUERCA HEXAGONAL ASTM A-307 6RB BRIDAS Ac. AL CARBON FORJADO A-105 / 150# INTERIORES DE BRONCE, MCA. WALWORTH W-928F O EQUIVALENTE VALVULA DE GLOBO 3" 125#, BRIDADA ACERO FORJADO, CONEXIONES Ac. AL CARBON SA-234-WPB SOLDABLES SOPORTES Ac. ESTRUCTURAL A-36 MCA. WALWORTH, MODELO W906F TUBO DE 3"d Ac. AL CARBON SA-53-B, CED. 40, ESTREMOS BISELADOS MATERIALES: \A1;CABLES ALTA TENSION 5 5 5 5 SISTEMA CONTRA 5 INCENDIO BOMBAS 5 BANQUETA 5 RETENCION 5 5 SOLIDOS CRIBA BOMBAS SUMERGIBLES 112 m³ FOSA CARCAMO RAMPA 5 CRIBA SOLIDOS RETENCION PIPA 35000 LTS ALMACEN DE HARINA EN SACOS CALLE PONIENTE 150 ELEVACION VISTA B - B 5 ESC. 1:75 DESCARGA DE CARCAMO ESC. 1:75 B 5 5 FOSA 112 m³ CARCAMO SOLIDOS RETENCION CRIBA PIPA 35000 LTS CALLE PTE 150 5 5 5 ELEVACION VISTA A - A ESC. 1:75 A PIPA 35000 LTS CARCAMO FOSA 112 m³ SOLIDOS RETENCION CRIBA SOLIDOS RETENCION CRIBA BANQUETA INCENDIO BOMBAS SISTEMA Vs RAMPA soporte soporte Manguera WPR-3" EL+4.00 EL+1.00 WPR-3" typt asd asd asd as as a as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as as R E V I S I O N E S R E F E R E N C I A S ELECTRIC. 2 GRUPO MECANICO CIVIL PROC. INSTR. B 1 0 C D FECHA No. A REVISION CRUZADA DIBUJO No. D E S C R I P C I O N R E F E R E N C I A S DIBUJO No. D E S C R I P C I O N R E V I S I O N E S 2 3 B 0 1 C D No. A POR HECHA FECHA D E S C R I P C I O N CLIENTE: LOCALIZACIÓN: AUTORIZO (CLIENTE): REVISO (TEYAR): APROBO (TEYAR): APROBO (CLIENTE): DIBUJO: TIPO DE DIBUJO: ACOTACIONES: PROYECTO No. ARCHIVO CAD: ESCALA: AREA: FECHA TEL. 01 728 51298 Y 51409 SAN MATEO ATENCO TEYAR, S.A. DE C.V. PROYECTO Y CONSTRUCCION DE OBRAS CIVILES Y ELECTROMECANICAS TECNICA Y ARQUITECTURA EDO. DE MEXICO PLANO No.: REVISION: \A1;250 \A1;4500 \A1;250 \A1;5000 \A1;8000 \A1;250 \A1;250 \A1;8500 \A1;1800 \A1;1800 \A1;3250 \A1;200 \A1;3450 \A1;3250 \A1;200 \A1;3450 \A1;1000 \A1;200 \A1;200 \A1;1400 \A1;2500 \A1;2350 \A1;200 \A1;1400 \A1;200 \A1;1000 \A1;150 \A1;150 \A1;200 \A1;200 \A1;250 \A1;250 \A1;r \A1;r \A1;long. de traslape \A1;lv \A1;lh \A1;m \A1;lh \A1;2000 \A1;1200 \A1;3000 \A1;8000 \A1;3250 \A1;1000 \A1;1000 \A1;4500 \A1;600 \A1;400 \A1;400 \A1;300 \A1;250 \A1;120 \A1;120 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;200 \A1;3000 \A1;3000 \A1;120 \A1;120 \A1;1300 CORTE C - C ESC. 1 : 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VERTICAL DETALLE "1" Var. #5@250 VERTICAL INTERIOR Var. #6@200 HORIZONTAL INTERIOR MC SECCION 5 Var. #4@200 CRIBA RETENCION SOLIDOS DETALLE DE ARMADO 5 Var. #4@200 VER DETALLE "5" M-R Var. DEL No.4@200 5 M-R 5 5 5 NIVEL - 0.00 5 5 5 ESC. 1 : 25 BANDA DE PVC DE 200mm(8") COLOCAR ADITIVO DE UNION DE CONCRETO VIEJO A NUEVO MARCA FESTERBOND O SIMILAR DETALLE DE JUNTA EN EN MURO DE CONCRETO ZONA DE UNION DE COLADOS ESC. 1 : 20 1° COLADO DE MURO 2° COLADO DE MURO <> FOSA CARCAMO DE BOMBEO ESC. 1 : 50 PLANTA DE UBICACION DETALLE "5" VERTICAL ESC. 1 : 20 ESC. 1 : 20 M-R SECCION Var. #5@250 EXTERIOR VERTICAL Var. #5@200 EXTERIOR HORIZONTAL RELLENO COMPACTADO AL 95% PROCTOR Var. #5@250 VERTICAL INTERIOR Var. #5@200 HORIZONTAL INTERIOR 5 Var. #5@250 EXTERIOR VERTICAL Var. #5@200 EXTERIOR HORIZONTAL RELLENO COMPACTADO AL 95% PROCTOR 5 r SEECION CRITICA A FLEXION r NO. 8 1.0" 4 5 6 2 3 1/2" 5/8" 3/4" PULG. 3/8" 1/4" 100.0 50.0 66.0 76.0 30.0 40.0 CMS. TRASLAPE DIAMETRO M LV R LH 5 5 6 5 8 10 1.0" 60 3/4" 5/8" 1/2" 1/4" 3/8" 40 30 45 15 25 30 10 15 20 25 7 12 6 6 8 6 6 DIMENSIONES EN CMS. ESPECIFICACIONES PARA TRASLAPES Y GANCHOS long. de traslape lh lh m lv SIN ESC. CRIBA RETENCION SOLIDOS BOMBAS SISTEMA CONTRA INCENDIO ALMACEN DE HARINA EN SACOS BOMBAS SUMERGIBLES FOSA CARCAMO 112 m3 CRIBA RETENCION SOLIDOS BANQUETA RAMPA CALLE PONIENTE 150 5 5 5 5 5 5 5 5 ESC. 1 : 20 DETALLE "2" (TIPO) 5 5 5 5 5 5 5 CHAFLAN 120x120 EN ESQUINAS LOSA-MURO PLANTILLA CONCRETO f'c=100 kg/cm2 Var. #4@250 (REFUERZO CHAFLAN) M-C MURO (LOSA) DE CONCRETO <> 200 3 Var. #3 @200 (TIPO) DUCTO d VARIABLE 3 Var. #3@200 200 <> DE CONCRETO EN PASO DE DUCTOS REFUERZO DE MURO ESC. 1 : 50 <> <> Var. #6@200 HORIZONTAL INTERIOR Var. #5@250 VERTICAL INTERIOR Var. #5@250 EXTERIOR VERTICAL Var. #5@200 EXTERIOR HORIZONTAL 5 5 5 5 C-1 C-1 Var. #5@250 VERTICALES Var. #6@200 VARILLAS HORIZONTALES CARA INTERIOR Var. #6@200 VARILLAS HORIZONTALES CARA INTERIOR Var. #5@250 VERTICALES Var. #5@250 VERTICALES Var. #5@200 HORIZONTALES Var. #5@200 HORIZONTALES Var. #5@250 VERTICALES Var. #5@200 HORIZONTALES Var. #5@250 VERTICALES Var. #6@200 VARILLAS HORIZONTALES CARA INTERIOR Var. #5@250 VERTICALES Var. #6@200 VARILLAS HORIZONTALES CARA INTERIOR Var. #5@250 VERTICALES Var. #5@200 HORIZONTALES Var. #5@250 VERTICALES Var. #4@200 Var. #4@200 TYM-DM01_MC 12. SE DEBERA EMPLEAR CEMENTO TIPO (R.S.) "V" RESISTENTE A NATURAL DE -5.90 m; CUALQUIER MODIFICACION DE ESTAS PROFUNDIDAD MINIMA DE DESPLANTE RESPECTO DEL TERRENO 6. DESPLANTAR TODA LA ESTRUCTURA SOBRE UNA PLANTILLA 3. DESPLANTE DEL TANQUE A -5.90 m. DE PROFUNDIDAD A LO REFERIDO EN LOS PLANOS DE LAY-OUT. NOTAS: 1. COTAS EN MILIMETROS EXCEPTO DONDE SE ESPECIFIQUE. 2. VERIFICAR NIVELES Y COTAS EN CAMPO Y CON RESPECTO 4. RESISTENCIA PARA TERRENO CONSIDERADA PARA DISEÑO TF= 22 ton/m2. SEGUN ESTUDIO DE MECANICA DE SUELOS. APROBADA POR INGENIERIA DE PLANTA, DEBIENDOSE VERIFICAR ESTA CONDICION PREVIA CONSTRUCCION DE LA ESTRUCTURA ACERO= f'y=4200 kg/cm2 EN REFUERZO 5. RESISTENCIA DE LOS MATERIALES: Y COMPACTARLO AL 95% PROCTOR. CONCRETO= f'c=250 kg/cm2 EN MUROS, LOSAS Y ESTUDIO DE MECANICA DE SUELOS DEL PROYECTO 7. VERIFICAR QUE EL TERRENO EN EL NIVEL DE DESPLANTE DE CONCRETO SIMPLE f'c=100 kg/cm2 DE 50mm ESPESOR SEA FIRME, QUE CORRESPONDA AL RECOMENDADO POR EL CONSIDERO UNA CAPACIDAD DE CARGA DE 22 TON./m2 Y UNA 8. EL CALCULO, DIMENSIONAMIENTO Y DISEÑO DE LA ESTUCTURA ESTRUCTURAL 10. RECUBRIMIENTOS: r=2.5cm EN TRABES r=5cm EN MUROS Y LOSAS DE CEMENTO. 9. LAS COTAS RIGEN AL DIBUJO . 11. LAS JUNTAS DE EXPANSION Y LAS CONSTRUCTIVAS COMO APLICAR ADITIVO IMPERMEABILIZANTE INTEGRAL DEL REFUERZO EN UNA SOLA SECCION. TAMBIEN SE DEBERAN EVITAR PAQUETES DE MAS DE DOS VARILLAS. 13. SE DEBE EVITAR TRASLAPAR MAS DEL 50 POR CIENTO AL CONCRETO A RAZON DE 2 Kg. POR CADA 50 Kg. SULFATOS PARA LA ELABORACION DEL CONCRETO, ASI 14. VER DETALLES DE SOPORTERIA Y CONSTRUCTIVOS EN PLANO SERAN CON FESPAN Y/O SUPERFEAL O SIMILAR. CONDICIONES OBLIGARA A LA REVISION DEL PROYECTO f'c=100 kg/cm2 EN PLANTILLA DE DESPLANTE SAE - 1030 EN ANCLAS ASTM A-36 EN PLACAS TRABES. 5 DE PLANO TYM-CB1A

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, deposit, discharge, drain, DWG, kläranlage, plant, pumping, SCHEME, section, specifications, treatment plant