Deposits DWG Block for AutoCAD

Deposits DWG Block for AutoCAD

FEEDBACK 1: FEEDBACK slope type 2: Broken type

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

Format, Bottom slab reinforcement, Esc., Prov., Dist., San andres de cutervo, Dpto., Cutervo, Cajamarca, Installation of potable water service sanitary latrines, description:, draft:, District municipality of san andres de cutervo, In the hamlet the district of san andres de cutervo cutervo cajamarca, Reservoir, hamlet:, nov, The pajonal, flat:, Elevation details, sheet:, Accessories list, Drainage pipe csn, Cat ladder, Circular metal cap, metal lid, Pvc sap pipe, Crossing wall reservoir long., Bronze basket, Nipples of, Clamps, Nipples of, Und, Und, Cone overflow p.v.c., Transitions p.v.c., Simple union p.v.c., Transitions p.v.c., Elbows p.v.c., gate valve, Simple union p.v.c., External bell, Tee p.v.c., Und, departure, description, Overflow, entry, quantity, gate valve, Und, Transitions p.v.c., External bell, Und, Crossing wall reservoir long., Nipples of, Und, departure, Pipe distribution, Isometric scheme of, Overflow cleaning, entry, Excess chloride in its composition: if impermeable plasters, Technical standards, National building regulations, Design standards earthquake resistant, Reinforced concrete in beams’ c, Minimum resistance to minor soil to perform improvement., Design rules:, Walls, Foundation, Perimeter beam, Bottom slab, Upper slab, Coatings:, Cupula overload:, Steel grade fy, Technical specifications, Additives is restricted in contact with reinforcements with, Diameter sieve well washed sieved, Sand standard astm modulus of fineness, Cement type portland, clean water, Excess chloride in its composition: if impermeable plasters, Technical standards, National building regulations, Design standards earthquake resistant, Reinforced concrete in beams’ c, Minimum resistance to minor soil to perform improvement., Design rules:, Walls, Foundation, Perimeter beam, Bottom slab, Upper slab, Coatings:, Cupula overload:, Steel grade fy, Technical specifications, Additives is restricted in contact with reinforcements with, Diameter sieve well washed sieved, Sand standard astm modulus of fineness, Cement type portland, clean water, Stairway detail, Esc., plastic, Tarred paper, Sections of cement tubes, Open cm., Drain details, Esc., Mm. Cm. With joints, gravel, Heavy gravel, Base stone, drain, departure, layette, Overflow cone, entry, sink, Aerator hg., Mouth of visit, Aerator hg., stairs, made of bronze, Valve box, cat stair, entry, drain, Collared beam, Metal sanitary cover, departure, Overflow, Fill compact with selected material, Stairway detail, Circular metal cap, Mouth of visit, Tie the reinforcements of the two senses, Reinforce with circular, Esc., Pipe f.s mm., specified, Esc., specified, Beam board, Bending of stirrups in beams, Esc., Double stirrups, cut, Esc., plant, Esc., Location of drains, Reservoir front, Esc., Supported, Armor of the dome, Esc., plant, Runoff channel, catchment, Puquio dry lagoon, Location, Quota, Progressive, your B. departure, gravel, Overflow pipe, Cleaning according to conditions, Of the land, Cone of, Overflow, Holes, Nipple, Rows, Ground level, Overflow tube, water level, Outlet pipe, Water network, cut, concrete, flat, metal lid, Concrete floor, Waterproof material, Concrete filling, concrete, Granulated material, classified, gravel, valve, gate, water level, cut, concrete, metal lid, flat, Concrete floor, concrete:, concrete, flat, metal lid, accessories, Cant, Bronze spherical valve, Nipple, elbow, Universal union, Nipple, Bronze basket, Overflow cone, Pvc sap pipe, elbow, Nipple, Single bond f ° galv., Pvc transition, Ml., Pvc transition, concrete:, Technical specifications, concrete:, steel:, Coatings:, Walls, Bottom slab, Concrete data, Dim .: m., Concrete c: h, Dist., San andres de cutervo, Installation of potable water service sanitary latrines, draft:, District municipality of san andres de cutervo, In the hamlet the district of san andres de cutervo cutervo cajamarca, Spring collection, hamlet:, The pajonal, flat:, Cuts details, Prov., Dpto., Cutervo, Cajamarca, Indicated, June, sheet:, description:, scale, Print scale format, scale:, date:, Dist., San andres de cutervo, Installation of potable water service sanitary latrines, draft:, District municipality of san andres de cutervo, In the hamlet the district of san andres de cutervo cutervo cajamarca, Broken capture, hamlet:, The pajonal, flat:, Cuts details, Prov., Dpto., Cutervo, Cajamarca, Indicated, June, sheet:, description:, Overflow, Valv., Valv., Clean, layette, Triangular landfill, Lateral dump, Metal grille, Wooden plug, your B., your B. departure, Side dump with grate, Metal

Raw text data extracted from CAD file:

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DIST. SAN ANDRES DE CUTERVO DPTO. CUTERVO CAJAMARCA MEJORAMIENTO, INSTALACION DEL SERVICIO DE AGUA POTABLE Y LETRINAS SANITARIAS DESCRIPCION: PROYECTO: MUNICIPALIDAD DISTRITAL DE SAN ANDRES DE CUTERVO EN EL CASERIO EL PAJONAL, DISTRITO DE SAN ANDRES DE CUTERVO - CUTERVO - CAJAMARCA RESERVORIO 10 m3 CASERIO: E:1/50 Nov - 2014 EL PAJONAL PLANO: PLANTA, COTES, ELEVACION Y DETALLES LAMINA: SA-05 N° LISTA DE ACCESORIOS 20 19 18 17 16 15 12 14 13 11 10 8 9 6 4 3 2 1 7 5 TUBERIA DE DRENAJE CSN Ø 4" M. 15.00 ESCALERA DE GATO DE F°G° Ø 3/4" TAPA METALICA CIRCULAR Ø 0.80mx1/8" TAPA METALICA 0.80mx1.00mx1/8" TUBERIA PVC SAP C-10, Ø 3" TUBERIA PVC SAP C-10, Ø 1" cruce muro reservorio long. 0.15m CANASTILLA DE BRONCE Ø 2" x 4" NIPLES DE F°G° Ø 1" ABRAZADERAS F°G° Ø3" NIPLES DE F°G° Ø 3" M. UND UND M M UND UND UND UND 5.00 1 1 8.00 4.00 1 2 1 1 CONO REBOSE Ø 3" x 4" P.V.C. TRANSICIONES P.V.C. Ø 1" UNION SIMPLE Ø 3" P.V.C. TRANSICIONES P.V.C. Ø 3 " CODOS P.V.C. Ø 3" x 90° CODOS P.V.C. Ø 1" x 90° VALVULA COMPUERTA Ø 3" VALVULA COMPUERTA Ø 1" UNION SIMPLE Ø 1" P.V.C. rosca externa y campana TEE P.V.C. Ø 3 " UND UND UND UND UND UND UND UND UND UND 1 1 1 2 1 2 3 4 1 4 SALIDA Ø 1 " DESCRIPCION REBOSE Y LIMPIEZA Ø 3 " ENTRADA Ø 1 " CANTIDAD 21 VALVULA COMPUERTA Ø 1" 1 UND 22 TRANSICIONES P.V.C. Ø 1" rosca externa y campana UND 2 23 cruce muro reservorio long. 0.15m NIPLES DE F°G° Ø 1" UND 1 SALIDA DISTRIBUCION DE TUBERIAS ESQUEMA ISOMETRICO DE Ø 3 " LIMPIEZA Y REBOSE ENTRADA 9 22 5 Ø 1 " 4 2 4 7 21 7 22 23 8 11 Ø 1 " 2 7 7 14 3 1 6 6 4 14 4 3 3 13 10 12 EXCESOS DE CLORURO EN SU COMPOSICION: SI EN ENLUCIDOS IMPERMIABLES NORMAS TECNICAS E-0.60 "CONCRETO ARMADO" REGLAMENTO NACIONAL DE CONSTRUCCIONES NORMAS DE DISEÑO SISMO RESISTENTE 5 . CONCRETO ARMADO EN LOSAS, MUROS, VIGAS Y CIMIENTOS, F 'C = 210 KG/CM2 7 . RESISTENCIA MINIMA SUELO 1 Kg/cm2; MENOR QUE 1 Kg/cm2 REALIZAR MEJORAMIENTO. 10 . NORMAS DE DISEÑO: MUROS CIMIENTO CORRIDO VIGA PERIMETRAL LOSA DE FONDO LOSA SUPERIOR 9 . RECUBRIMIENTOS: 8 . SOBRECARGA EN CUPULA: 150 KG/M2 6 . ACERO GRADO 60, FY = 4200 KG/CM2 : 2.5 CM : 2.5 CM : 5.0 CM : 2.5 CM : 7.5 CM ESPECIFICACIONES TECNICAS 4 . ADITIVOS SE RESTRINGUE EN CONTACTO CON ARMADURAS CON DIAMETRO <=4.75mm. TAMIZ N°.4 BIEN LAVADA Y TAMIZADA 1 . ARENA NORMA ASTM C-33-86 MODULO DE FINURA 2.4 a 2.6 2 . CEMENTO PORTLAND TIPO 1 3 . AGUA LIMPIA EXCESOS DE CLORURO EN SU COMPOSICION: SI EN ENLUCIDOS IMPERMIABLES NORMAS TECNICAS E-0.60 "CONCRETO ARMADO" REGLAMENTO NACIONAL DE CONSTRUCCIONES NORMAS DE DISEÑO SISMO RESISTENTE 5 . CONCRETO ARMADO EN LOSAS, MUROS, VIGAS Y CIMIENTOS, F 'C = 210 KG/CM2 7 . RESISTENCIA MINIMA SUELO 1 Kg/cm2; MENOR QUE 1 Kg/cm2 REALIZAR MEJORAMIENTO. 10 . NORMAS DE DISEÑO: MUROS CIMIENTO CORRIDO VIGA PERIMETRAL LOSA DE FONDO LOSA SUPERIOR 9 . RECUBRIMIENTOS: 8 . SOBRECARGA EN CUPULA: 150 KG/M2 6 . ACERO GRADO 60, FY = 4200 KG/CM2 : 2.5 CM : 2.5 CM : 5.0 CM : 2.5 CM : 7.5 CM ESPECIFICACIONES TECNICAS 4 . ADITIVOS SE RESTRINGUE EN CONTACTO CON ARMADURAS CON DIAMETRO <=4.75mm. TAMIZ N°.4 BIEN LAVADA Y TAMIZADA 1 . ARENA NORMA ASTM C-33-86 MODULO DE FINURA 2.4 a 2.6 2 . CEMENTO PORTLAND TIPO 1 3 . AGUA LIMPIA DETALLE DE ESCALERA ESC. 1/10 .30 Ø 3/4" F°G° .30 O PLASTICO PAPEL ALQUITRANADO TRAMOS DE TUBOS DE CEMENTO abiertas 1 cm. DETALLES DE DRENES ESC. 1/20 D=100 mm. L=50 cm. con juntas GRAVILLA GRAVA GRUESA EMPEDRADO BASE 5 0.30 5 5 5 5 5 5 5 5 DESAGUE Ø 3" 5 SALIDA Ø 1" 5 5 5 A CANASTILLA 5 5 5 5 CONO DE REBOSE ENTRADA Ø 1" SUMIDERO AEREADOR HG. BOCA DE VISITA 5 5 AEREADOR HG. ESCALERA 5 5 A 5 5 5 5 DE BRONCE 5 5 5 5 CAJA DE VALVULAS 5 5 5 5 5 Escalera de Gato Ø 3/4" F°G° 5 5 5 5 5 5 5 5 5 5 5 ENTRADA Ø 1" Ø 3/8"@0.15 5 5 DESAGUE Ø 3" 5 5 5 5 5 Ø 3/8"@0.175 5 5 5 Ø 1/4"@0.10 F 'c=175 Kg/cm2 4Ø1/2", %%1 Ø1/4"@ 0.15 VIGA COLLARIN (.20 x .20m) F 'c=175 Kg/cm2 TAPA SANITARIA METALICA SALIDA Ø 1" 5 0.80mx1.00mx1/8" Ø 3/8"@0.15 5 5 5 DESBORDE Ø 3" 5 Rellenar y compactar con material seleccionado Espesor= 20cm. Ø 3/8"@0.225 DETALLE DE ESCALERA Vol.= 10 m³ Ø 3/8"@0.275 5 5 5 5 5 5 5 5 Ø 3/8"@0.175 5 5 5 Ø 3/8"@0.15 5 5 5 5 5 Ø 1/4"@0.10 5 5 Tapa Metálica Circular Ø=0.80m, e= 1/8 " BOCA DE VISITA Ø 1/4"@0.10 Ø 1/4"@0.20 Ø 3/8"@0.25 Ø 3/8"@0.30 y amarrar los refuerzos de los dos sentidos Reforzar con 02 Ø 1/4" circulares Ø 3/8"@0.25 Ø 1/4"@0.20 5 R= 5 5 5 5 4 Ø 3/8" Ø 3/8"@0.30 F 'c=175 Kg/cm2 ESC. 1/20 L=8.00 m. S=1% TUBERIA F.S 100 mm. L=0.75 m. L= 0.80 m. S=1% L=1.80 m. L=100 L=1.40 m. L=0.75 m. S=1% L= 2.00 m. S=1% S=1% S=1% 5 5 5 5 5 5 Ø 1/4"@0.20m Ø 3/8" @ 0.25m 5 Ø 3/8"@0.225m 5 5 5 5 5 45° ESPECIFICADO ESC. 1 / 5 2.0 ESPECIFICADO 45° d DE COLUMNA, PLACA ó VIGA 10.0 DOBLADO DE ESTRIBOS EN VIGAS 7.0cm(1/4") 10.0cm(3/8") ESC. 1 / 5 DOBLES DE ESTRIBOS CORTE A - A ESC. 1/25 ESC. 1/25 PLANTA ESC. 1/25 UBICACION DE DRENES FRENTE DE RESERVORIO ESC. 1/25 APOYADO ( 10 m³ ) ARMADURA DE LA CUPULA ESC. 1/25 PLANTA CANAL DE ESCURRIMIENTO P L A N T A CAPTACIÓN C-1A PUQUIO LAGUNA SECA UBICACIÓN 2793.20 COTA PROGRESIVA 0+000.00 d = 1 " TUB. SALIDA GRAVA A TUBERIA DE SALIDA REBOSE LIMPIEZA SEGUN LAS CONDICIONES DEL TERRENO CONO DE REBOSE 5 0.10 04 ORIFICIOS B A 5 5 5 NIPLE F°G° 40cm 5 5 5 5 5 5 d3/8" @ 0.20 d3/8" @ 0.20 B 3.20 1.85 5 5 5 5 d3/8" @ 0.20 02 HILERAS NIVEL DE TERRENO TUBO DE REBOSE NIVEL DE AGUA 0.30 TUBERIA DE SALIDA DE AGUA A LA RED 0.15 1.00 CORTE B-B 5 5 5 5 5 CONCRETO f'c=175Kg/cm2 (VER PLANO T-01) TAPA METALICA 0.8x0.8 d3/8" @ 0.20 d3/8" @ 0.20 e=4" SOLADO DE CONCRETO 1.00 0.15 0.50 MATERIAL IMPERMEABLE RELLENO CONCRETO 175 KG/CM2 CONCRETO f'c=175Kg/cm2 MATERIAL GRANULADO CLASIFICADO GRAVA 5 5 0.30 VALVULA DE COMPUERTA NIVEL DE AGUA CORTE A-A CONCRETO f'c=175Kg/cm2 5 5 5 5 5 5 5 TAPA METALICA 1.35x1.15 (VER PLANO T-01) d3/8" @ 0.20 d3/8" @ 0.20 d3/8" @ 0.20 SOLADO DE CONCRETO e=2" CONCRETO: 1:10 CONCRETO f'c=175 Kg/cm2 (VER PLANO T-01) TAPA METALICA 0.70x0.80 1 ACCESORIOS CANT. VALVULA ESFERICA BRONCE 1" NIPLE F°G° 1" X 0.10m CODO F°G° 1" x 90° UNION UNIVERSAL F°G° 1" NIPLE F°G° 1" X 0.40m CANASTILLA DE BRONCE 2" CONO DE REBOSE d 5 X 2 1/2" TUBO PVC SAP d 2 1/2" CODO F°G° 90° X d 2 1/2" NIPLE F°G° X 0.30m X d 2 1/2" UNIÒN SIMPLE Fº GALV. 2 1/2" TRANSICIÒN PVC 1" 01 03 02 02 02 01 01 1.80 ml. 01 01 01 01 2 2 2 3 3 4 4 5 5 6 7 01 02 03 04 05 06 07 08 09 10 11 12 7 10 9 8 11 TRANSICIÒN PVC 2" 01 13 12 12 CONCRETO: 1:10 ESPECIFICACIONES TECNICAS CONCRETO: f'c= 175 Kg/cm^ 2 ACERO: fy= 4200 Kg/cm^ 2 RECUBRIMIENTOS: MUROS LOSA DE FONDO : 5.0 CM : 5.0 CM DADO DE CONCRETO DIM.: 0.30x0.30x0.20 m. CONCRETO C:H 1:8 5 5 DIST. SAN ANDRES DE CUTERVO MEJORAMIENTO, INSTALACION DEL SERVICIO DE AGUA POTABLE Y LETRINAS SANITARIAS PROYECTO: MUNICIPALIDAD DISTRITAL DE SAN ANDRES DE CUTERVO EN EL CASERIO EL PAJONAL, DISTRITO DE SAN ANDRES DE CUTERVO - CUTERVO - CAJAMARCA CAPTACION 01 - MANANTIAL CASERIO: EL PAJONAL PLANO: PLANTA, CORTES Y DETALLES PROV. DPTO. CUTERVO CAJAMARCA INDICADA JUNIO - 2014 LAMINA: SA-01 DESCRIPCION: 5 ESCALA 1/25 ESCALA 1/25 ESCALA 1/25 IMPRIMIR A ESCALA 1:25 FORMATO A3 IMPRIMIR A ESCALA 1:25 FORMATO A3 ESCALA: FECHA: DIST. SAN ANDRES DE CUTERVO MEJORAMIENTO, INSTALACION DEL SERVICIO DE AGUA POTABLE Y LETRINAS SANITARIAS PROYECTO: MUNICIPALIDAD DISTRITAL DE SAN ANDRES DE CUTERVO EN EL CASERIO EL PAJONAL, DISTRITO DE SAN ANDRES DE CUTERVO - CUTERVO - CAJAMARCA CAPTACION 02 - QUEBRADA CASERIO: EL PAJONAL PLANO: PLANTA, CORTES Y DETALLES PROV. DPTO. CUTERVO CAJAMARCA INDICADA JUNIO - 2014 LAMINA: SA-02 DESCRIPCION: REBOSE ø3" Valv. ø2" ø2" Valv. LIMPIA CANASTILLA VERTEDERO TRIANGULAR VERTEDERO LATERAL ø3/8"@0.20 ø3/8"@0.20 REJILLA METALICA TAPON DE MADERA ø6" ø3/8"@0.20 ø3/8"@0.20 ø3/8"@0.20 ø3/8"@0.20 ø3/8"@0.20 ø2" TUB. ø2" TUB. SALIDA 2 5 5 5 5 5 5 5 5 5 5 5 5 5 2.50 5 5 5 5 5 5 5 5 2.20 1.00 5 5 1.30 1.00 5 5 2.20 .15 5 5 5 5 VERTEDERO LATERAL CON REJILLA METALICA ø1/4" @1" TAPON MADERA ø6" (limpia) ø3/8"@0.15 SOLADO e=0.10 ø3/8"@0.20 1.05 5 5 1.30 5 5 5 5 5 5 5 5 5 5 SOLADO e=0.10 VERTEDERO LATERAL Canastilla TRIANGULAR VERTEDERO (ver detalle) CASETA DE VALVULAS TAPAS DE F°G° REMOVIBLE SALIDA ø1 1/2" LIMPIA ø2" (ver detalle) ø3/8"@0.20 ø3/8"@0.20 Rebose 5 5 5 5 5 5 PLANTA ESCALA 1/25 ESCALA 1/25 Corte 1-1 ESCALA 1/25 Corte 2-2 ESCALA 1/20 Detalle de Vertedero triangular ø3/8"@0.15 1 2 3 4 5 6 ESPECIFICACIONES TECNICAS - ACERO fy = 4200 Kg/cm2 - CONCRETO f'c = 175 Kg/cm2 - RECUBRIMIENTOS LIBRES: 1. Muros = 2.5 cm 2. Losas de Fondo = 5 cm 1.00 5 ø3/8"@0.20 BARRAJE 2 1.05 5 CASETA DE VAULVULAS .25 5 ø3/8"@0.20 5 ø3/8"@0.20 5 5 .15 5 5 5 5 5 5 0.25 5 6 4 5 INGRESO 1 1

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, broken, deposits, drinking water, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, latrines, le gaz, machine room, maquinas, maschinenrauminstallations, provision, slope, type, uptake, wasser bestimmung, water