Rehabilitation Handmade Well DWG Section for AutoCAD

Rehabilitation Handmade Well DWG Section for AutoCAD

Elevated tank – Plants – Sections – Details

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

Structures, communal, March, flat:, draft:, date:, J.m., Lam:, Dib:, mole:, Juan esquivel moreno, Rev:, Dist:, Apartment, Prov, code:, Respons, Approve, Technical drawing office topography, Transitory council of regional administration, Regional operations management, scale:, White, White, Water inlet, To drain, Water inlet, To drain, profile, scale, Isometric lift, plant, scale, frontal, Technical specifications, Buried m., on the floor, Simple concrete, Finished with mortar cm., stone, armor, scale, Cat stair lift, High tank armor, scale, soldier, scale, scale, scale, cut, column, scale, beam, scale, beam, Slabs cms., Cms., Coatings, steel, concrete, Technical specifications, plant, scale, scale, beam, plant, elevated tank, Cat stair lift, scale, High tank lid slab, top, top, top, Ntn., Tarrajeo impermeable, Tank lift, water level, scale, Ntn., Confinement of, scale, Anchor detail, Ntn., Elevation: inst. of water, note, The pipes will anchored the columns, Beams with, Of ears, scale, Feeder: pvc sap pipe, Impulsion: pvc sap pipe, Pvc sap feeder feeder, Overflow pvc salt, Overflow, funnel, Overflow, Stop level, cat stair, High tank elevation, scale, Ntn., Painted tarragon, Tarrajeo impermeable, water level, soldier, Ld engine, water well, Craft, hose, Val.check, Ntn, plant, scale, cut, Pvc sap pipe, anchored, specific, soldier, anchored, specific, soldier, anchored, specific, soldier, anchored, specific, Cms shoes, scale, Detail anchor cat ladder, soldier, anchored, specific, anchored, concrete, welding, elevated tank, sheet:, drawing:, district, B.garboza c., responsable:, design, Elms, scale:, draft:, date:, sheet:, province, Department, Regional infrastructure management, Sub management of studies works, Rehabilitation, impulsion:, impulsion, bomb, Cross belt, pulley, Platform of, concrete, see detail, ., Well cap, Plant armor, Well cover section, scale, cap of, hooks, Esc., cap of, concrete, Platform of, bomb, impulsion, detail, scale, Engine room, stand, cat stair, Foundation beams footings, Flat sheet, Technical specifications, Dissel engine model, ., High pump with flat pulley, motor, Speed ​​rpm., bomb, Electric starter, Leaves, Pvc sap pipe, Brick wall, Eternit cover

Raw text data extracted from CAD file:

ESTRUCTURAS \C4;CASA COMUNAL \C4;CTAR MARZO 2000 Plano: Proyecto: Fecha: J.E.M. L A M B A Y E Q U E Lam: Dib: Topo: ARQ° JUAN ESQUIVEL MORENO Rev: \C2;LAMBAYEQUE \C2;LAMBAYEQUE \C2;MULTIDISTRITAL Dist: Dpto: Prov: Codigo: Respons: Aprob: OFICINA TECNICA DE DIBUJO Y TOPOGRAFIA CONSEJO TRANSITORIO DE ADMINISTRACION REGIONAL GERENCIA REGIONAL DE OPERACIONES Escala: \C2;1/50 BLANCO 16250 BLANCO \A1;.10 \A1;.375 \A1;.675 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;.40 \A1;.20 \A1;.10 \A1;.45 \A1;.10 \A1;.55 \A1;.10 \A1;.30 \A1;.10 \A1;.65 \A1;.10 \A1;.30 \A1;.15 \A1;.60 \A1;.20 \A1;.20 \A1;.175 \A1;.30 \A1;.175 \A1;1.35 \A1;1.50 \A1;.50 \A1;.20 \A1;.30 \A1;1.50 \A1;.50 \A1;.50 \A1;.50 \A1;.20 \A1;.20 \A1;.20 \A1;.30 \A1;.15 \A1;.15 \A1;.20 \A1;.15 \A1;.10 \A1;.10 \A1;.60 \A1;2.35 \A1;.70 \A1;.50 \A1;.25 \A1;1.50 \A1;.25 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.35 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;2.35 \A1;.15 \A1;.775 \A1;.80 \A1;.775 \A1;.15 \A1;.15 \A1;.60 \A1;.10 \A1;.25 \A1;.50 \A1;.25 \A1;.25 \A1;1.20 \A1;0.25 \A1;1.15 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.15 \A1;.15 \A1;2.35 \A1;.15 \A1;.30 \A1;.30 \A1;1.20 \A1;2.35 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.10 \A1;.15 \A1;.80 \A1;.10 \A1;.15 \A1;2.35 \A1;.15 \A1;.15 \A1;0.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.70 \A1;2.65 \A1;1.15 \A1;1.65 \A1;0.25 \A1;2.60 \A1;0.25 \A1;2.60 \A1;0.30 \A1;0.50 \A1;0.60 \A1;1.20 \A1;1.35 \A1;0.05 \A1;0.35 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.15 \A1;5.45 \A1;1.20 \A1;0.15 \A1;0.25 \A1;1.70 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.10 \A1;0.50 \A1;0.60 \A1;1.20 \A1;0.43 \A1;0.43 \A1;0.10 \A1;.05 \A1;.30 \A1;0.10 \A1;0.70 \A1;0.57 \A1;0.15 \A1;7.55 \A1;2.60 \A1;0.25 \A1;2.60 \A1;0.05 \A1;0.10 \A1;0.35 \A1;1.35 \A1;0.05 \A1;0.20 \A1;.10 \A1;.60x.60 \A1;.10 \A1;0.70 \A1;0.15 \A1;2.65 \A1;0.10 \A1;12.00 \A1;0.20 \A1;.15 \A1;1.20 \A1;.15 \A1;2.35 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;0.30 \A1;2.05 \A1;0.30 \A1;2.65 \A1;0.15 \A1;2.35 \A1;0.15 \A1;1.45 \A1;5.70 \A1;10.00 \A1;0.10 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.70 \A1;0.15 \A1;0.60 \A1;.05 \A1;.05 \A1;0.15 \A1;.10 \A1;.50 \A1;.60 \A1;0.70 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.30 \A1;2.05 \A1;0.30 \A1;0.10 \A1;1.00 \A1;0.30 \A1;2.05 \A1;0.30 \A1;2.35 \A1;0.15 \A1;0.90 \A1;0.15 \A1;1.20 \A1;0.80 \A1;1.45 \A1;2.60 \A1;1.30 \A1;0.15 ENTRADA DE AGUA Ø3/4" 2% AL DESAGUE .10 .375 .675 .15 .10 .10 .15 .40 .20 .10 .45 .10 .55 .10 .30 .10 .65 2% 2% .10 .30 .15 .60 .20 .20 .175 .30 .175 ENTRADA DE AGUA AL DESAGUE Ø2" 1.35 PERFIL ESCALA 1/20 ESCALA 1/20 ELEVACION ISOMETRICO PLANTA ESCALA 1/25 ESCALA 1/25 FRONTAL ESPECIFICACIONES TECNICAS Base=0.55x0.65 enterrada a 0.10 m. en el suelo concreto simple : f'c= 175Kg/cm2. acabado con mortero 1:2, e=1.5 cm. Ø3/4" 1.50 .50 .20 .30 1.50 .50 .50 .50 PIEDRA Ø 3" .20 .20 .20 .30 .15 .15 .20 .15 .10 ARMADURA ESCALA 1/25 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/4" .10 5 Ø5/8"" 1Ø3/8" 2.35 Ø3/8"@.40 Ø3/8"@.25 2.35 .775 ELEVACION ESCALERA DE GATO 5 5 5 0.30 ARMADURA TANQUE ALTO ESCALA 1/25 Ø5/8"" Ø1/2" SOLDADO Ø1/2" ESCALA 1/50 Ø3/8"@.25 ESCALA 1/25 .15 Ø3/8"@.20 2 ESCALA 1/25 5 5 5 5 B A V-C V-C 7Ø1/2"c/s. 7Ø1/2"c/s. C-1 Z-1 5 C-1 Z-1 .30 .30 4Ø5/8" CORTE X-X COLUMNA C-1 ESCALA 1/25 Ø3/8"-1@.05,4@.10,R@.20 c/ext. .15 t = 0.90 Kg/ cm2 (VERIFICAR EN CAMPO) 1 <> 5 5 5 V-C 5 5 7Ø1/2"c/s. 7Ø1/2"c/s. Z-1 C-1 Z-1 C-1 .25 .25 4Ø1/2" 4Ø1/2" Ø3/8"-1@.05,4@.15,R@.20 c/s VIGA V-C .50 .25 ESCALA 1/25 VIGA V-A 2Ø1/2" 2Ø1/2" .15 losas = 3 cms. vigas,columnas = 3 cms. RECUBRIMIENTOS ACERO = 4,200 Kg/cm2 CONCRETO = 175 Kg/cm2 ESPECIFICACIONES TECNICAS PLANTA -CIMENTACION 5 V-C ESCALA 1/25 Ø3/8"-1@.05,4@.10,2@.15,R@.20 c/s ESCALA 1/25 VIGA V-A (.25x..25) Ø3/8"-1@.05,4@.10,2@.15,R@.20 c/s PLANTA TANQUE ELEVADO ELEVACION ESCALERA DE GATO ESCALA 1/25 .30 .30 .30 .30 .25 1.50 .25 .50 .70 LOSA TAPA TANQUE ALTO 5 Ø3/8"@.25 Ø3/8"@.25 Ø3/8"@.25 .15 .15 .10 TAPA 1Ø3/8" Ø3/8"@.20(centrado) Ø3/8"@.22 Ø3/8"@.20(centrado) Ø3/8"@.25 .80 .15 TAPA .10 .15 .15 TAPA .10 .60 .15 .15 .775 .80 .10 .60 .10 .10 2.35 2.35 .60 5 5 5 5 V-C V-A .25x.25 5 V-A .25x.25 NTN. 5 V-C V-A .25x.25 <> 5 5 5 5 5 5 tarrajeo impermeable V-C .25X.50 ELEVACION TANQUE V-A .25x.25 5 5 5 5 5 5 5 5 5 5 Nivel de agua 5 ESCALA 1/50 V-A V-C 4Ø5/8"c/s. X X Ø3/8"-1@.05,4@.10,R@.20 c/ext. Ø3/8"-1@.05,4@.10,R@.20 c/ext. NTN. 7Ø1/2"c/s. 5 5 5 V-A Z1 CONFINAMIENTO DE C-1 ESCALA 1/50 DETALLE ANCLAJE Y 5 5 5 5 5 5 NTN. ELEVACION :INST. DE AGUA NOTA : LAS TUBERIAS IRAN ANCLADAS A LAS COLUMNAS O VIGAS CON ABRAZADERAS DE F° G° DE 2 OREJAS ESCALA 1/25 ALIMENTADOR: Tuberia PVC SAP C-7.5 c/r Ø 2" IMPULSION: Tuberia PVC SAP C-10-c/r Ø 1" ALIMENTADOR : Tuberia PVC SAP C-7.5 - c/r Ø 2" rebose PVC - SAL Ø2" Rebose PVC-SAL Ø2" Embudo .30 .05 2" Rebose 2" Nivel de Parada 5 5 5 5 Escalera de gato Ø1/2" Ø5/8"" ELEVACION TANQUE ELEVADO ESCALA 1/50 NTN. tarrajeo y pintado tarrajeo impermeable 5 5 5 5 5 5 Nivel de Agua 5 5 .10 .60x.60 .10 5 5 5 5 5 2.65 Ø1/2" Ø5/8"" Ø5/8" SOLDADO MOTOR LD 5 12.00 5 POZO ARTESANAL MANGUERA Ø 4" VAL.CHECK .15 5 .15 NTN 5 PLANTA 1 ESCALA 1/50 2 .15 5 .15 A A CORTE A-A Tuberia PVC SAP Ø 1" A Ø1/2" ANCLADO EN CONCRETO Ø5/8" SOLDADO A Ø1/2" ANCLADO EN CONCRETO Ø5/8" SOLDADO A Ø1/2" ANCLADO EN CONCRETO Ø5/8" SOLDADO A Ø1/2" ANCLADO EN CONCRETO f Zapatas = 5 cms. ESCALA 1/50 ESCALA 1/12.5 DETALLE ANCLAJE ESCALERA DE GATO Ø5/8" SOLDADO A Ø1/2" ANCLADO EN CONCRETO A Ø1/2" ANCLADO CONCRETO SOLDADURA .15 .10 .10 TANQUE ELEVADO P-03 N° Lamina: Dibujo: Distrito B.GARBOZA C. Responsable: Diseño : OLMOS Escala: Proyecto: Fecha: Lamina: Provincia DIC.2005 Departamento 1/50 GERENCIA REGIONAL DE INFRAESTRUCTURA SUB GERENCIA DE ESTUDIOS Y OBRAS REHABILITACION POZO ARTESANAL 5 5 5 5 5 5 5 5 5 10.00 5 5 5 IMPULSION: 5 IMPULSION BOMBA FAJA CRUZADA Ø 4" POLEA PLATAFORMA DE CONCRETO e=0.10 VER DETALLE "1" 18 H.P. TAPA DE POZO PLANTA ARMADURA Ø3/8" @.20c/s. Ø1/4@.10 c/s. SECCION TAPA DE POZO ESCALA 1/20 0.70 0.15 0.60 TAPA DE C° Ganchos Ø1/4 .05 ESC. 1/50 .05 5 TAPA DE C° CONCRETO e=0.10 PLATAFORMA DE .60 .50 .10 BOMBA IMPULSION detalle 1 ESCALA 1/25 CASETA DE MOTOR CASETA 5 5 2.00 5 5 2.05 5 Ø1/2" Escalera de gato VIGAS DE CIMENTACION Y ZAPATAS FOJA PLANA 4" ESPECIFICACIONES TECNICAS DISSEL ENGINE MODEL 1105 POTENCIA= 18 H.P. BOMBA DE ALTA 4" CON POLEA PLANA MOTOR VELOCIDAD = 2200 RPM. BOMBA ARRANQUE ELECTRICO FOJA COLUMNAS,VIGAS,RESERVORIO = 210 Kg/cm2 Ø1/2"@.15 Ø1/2"@.20 5 1.00 5 5 5 5 A B 5 5 5 5 Tuberia PVC SAP C-10-c/r Ø 1" 5 muro ladrillo cobertura eternit 5 5 5 5

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, details, distribution, DWG, elevated, fornecimento de água, kläranlage, l'approvisionnement en eau, plants, rehabilitation, section, sections, supply, tank, treatment plant, wasserversorgung, water