Potable Water Valve Box, Cameras, Purge DWG Detail for AutoCAD

Potable Water Valve Box, Cameras, Purge DWG Detail for AutoCAD

Includes details of Cameras: Purge, Air and Grill at 1/100 for drinking water system.

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

typical, Of terrain when in off-piste berm, mesh, Walls, Esc., Purge valve chamber, plant, Sea ladder, mesh, tee, Power line, Flexible union, Dresser type, Valv. Comp. purge, Drain sump, Of prof., reinforcement, Steel nipple, concrete, Fy steel, covering:, With gravel, mesh, anchorage, mesh, Fov., cut, Esc., Purge valve chamber, Drain sump, steel, Pipe of, elbow, Sea ladder, Dresser type, Flexible union, Valv. Comp. purge, elbow, tee, mesh, Esc., Sea ladder, mesh, Fo.fdo cover, Grille type, Track level, Fov., valve, gate, mesh, cut, Air valve chamber, plant, Air valve chamber, Esc., Drain sump, Of prof., With gravel, Pvc pipe, mesh, Clamp fofo, Special tee, Sea ladder, steel, reinforcement, typical, Level when, out of track, mesh, With gravel, Of prof., Drain sump, Be on the edge, Concrete specifications, Astm grade corrugated bars, Slabs walls stairs indication, Structural columns, Surfaces on flooring, Surface in contact with the ground, concrete, Reinforced concrete., Concrete flooring., cement., Cm., kind, Fc, Typical folding in stirrups, Standard hook, your B., Union, Fig. Dn, simple, Concrete data, your B., your B., Val. gate, Level ground, Inlet valve box, Esc, From fo, Union, Fig. Dn, Foundations:, your B., transition, anchorage, your B. Fo, typical, simple, Concrete data, Level ground, Steel grille with, Tarrajeo interior, anchorage, Esc, Entrance gate camera, Spaced a.c., Tarrajeo interior, Foundations:, Platinum, Esc, Pump chamber, Overflow dimension, C. background, Detail of overflow pumping chamber, N.t.n., your B., Discharge in ditch, C.t., Manifold tub mm pvc, The bars will be made of commercial steel plates, Those to be painted with two hands of paint, Epoxy coating of anticorrosive paint, Zinc-type, irrigation ditch, Level when you are on the track, Irrigation ditch, Pvc, elbow, elbows, irrigation ditch, Transition steel, Water drain, according to the case, Air valve for, impulsion, Plot scale

Raw text data extracted from CAD file:

\A1;.10 \A1;.05 \A1;0.60 \A1;.05 \A1;.10 \A1;1.50 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.20 \A1;1.50 \A1;0.15 \A1;0.20 \A1;0.35 \A1;0.20 \A1;1.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.20 \A1;0.10 \A1; .45 \A1;0.20 \A1;0.15 \A1;1.20 \A1;0.15 \A1;.30 \A1;.10 \A1;.05 \A1;0.60 \A1;.05 \A1;.10 \A1;0.20 \A1;.60 \A1;0.20 \A1;.15 \A1;1.32 \A1;0.15 \A1;.35 \A1;0.60 \A1;b \A1;a \A1;b \A1;L \A1;135° \A1;r \A1;PROFUNDIDAD=1.59 (CB1) \A1;.03 \A1;.075 \A1;.03 \A1;.15 \A1;.15 \A1;.15 \A1;.075 \A1;.05 \A1;.15 \A1;PROFUNDIDAD=1.48 (CB1) \A1;.20 TIPICO \A1;.15 \A1;1.20 \A1;.30 \A1;.15 \A1;.075 \A1;.03 \A1;.03 \A1;.30 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;.075 \A1;.15 \A1;.05 \A1;60° \A1;.04 \A1;.05 \A1;.15 \A1;.15 \A1;.10 \A1;0.60 \A1;1.20 \A1;0.15 \A1;0.15 \A1;H \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.50x0.50 P U P R E I B L A C E D L U R E \A1;0.80 \A1;0.30 \A1; \A1; \A1; \A1;NIVEL DE TERRENO CUANDO SE ENCUENTRE EN BERMA o FUERA DE PISTA 0.0 0.0 0.0 0.0 0.0 5 5 5 MALLA 3/8" @ .25 TECHO=2.5cm PAREDES Y FONDO=7.5cm ESC. 1/25 CAMARA DE VALVULA DE PURGA PLANTA 0.30 5 5 5 ESCALERA MARINERA MALLA 3/8" @ .25 TEE 150x100mm LINEA DE IMPULSION UNION FLEXIBLE TIPO DRESSER VALV. COMP. PURGA SUMIDERO DE DRENAJE DE .30x.30x.50 PROF. REFUERZO 5/8" DN 100mm NIPLE DE ACERO DN 150mm B CONCRETO f'c=210Kg/cm2 ACERO fy =4200Kg/cm2 RECUBRIMIENTO: CON GRAVA DE 1/2" MALLA 3/8" @ .20 0.0 ANCLAJE c/0.60 MALLA 3/8" @ .25 MALLA 3/8" @ .25 100mm Fo.Gvdo. d1 1/4" y 3/4" CORTE B - B ESC. 1/25 CAMARA DE VALVULA DE PURGA SUMIDERO DE DRENAJE ACERO d100mm TUBERIA DE 0.0 0.0 0.0 1.149999999999977 CODO 45°x100mm ESCALERA MARINERA TIPO DRESSER UNION FLEXIBLE VALV. COMP. PURGA CODO 90°x100mm TEE 150x100mm 1.149999999999977 5 5 5 MALLA 3/8" @ .25 B \A1; ESC. 1/25 .30 5 .35 5 5 .15 5 .60 5 ESCALERA MARINERA MALLA 3/8"@.20 TAPA DE Fo.Fdo. TIPO REJILLA NIVEL DE PISTA ± 0.00 Fo.Gvdo. d1 1/4" y 3/4" VALVULA COMPUERTA f'c=140Kg/ MALLA 3/8"@.25 CORTE A - A cm2 CAMARA DE VALVULA AIRE .10 .05 5 .05 .10 PLANTA 5 5 5 5 .45 5 5 CAMARA DE VALVULA AIRE ESC. 1/25 SUMIDERO DE DRENAJE DE .30x.30x.50 PROF. CON GRAVA DE 1/2" TUBERIA DE PVC MALLA 3/8" @ .25 MALLA 3/8"@.25 ABRAZADERA Fo.Fo. ó TEE ESPECIAL DE ESCALERA MARINERA S=1% A A 5 5 5 ACERO REFUERZO d5/8" TIPICO NIVEL DE TERRENO CUANDO FUERA DE PISTA MALLA 3/8" @ .25 CON GRAVA DE 1/2" DE .30x.30x.50 PROF. SUMIDERO DE DRENAJE SE ENCUENTRE EN BERMA O ESPECIFICACIONES DE CONCRETO _ Barras corrugadas Grado 60 ASTM A615 _ Losas macizas, Muros y Escaleras (Salvo indicacion expresa) _ Columnas estructurales (C) y Vigas peraltadas 6.-SOBRECARGA : _ 200 Kg/m2. 4.-RECUBRIMIENTOS : _ Superficies sobre solado _ Superficie en contacto con el terreno 1.- CONCRETO : _ Concreto armado. _ Solado de Concreto. _ Cemento. 2.-ACERO : 7.5 cm. 3.0 cm. 5.0 cm. 5.0 cm. Tipo I f'c = 210 Kg/cm2. f'c = 80 Kg/cm2. fy = 4,200 Kg/cm2. -2.01350773360889 -2.01350773360889 -2.01350773360889 -2.01350773360889 135° -2.01350773360889 DOBLADO TIPICO EN ESTRIBOS d r(cm) L(cm) 2 10 1/4" 15 3 3/8" 1/2" 6.5 7.7 3/8" 5.8 6.5 b(cm) a(cm) d GANCHO STANDARD 180° 9.6 6.5 5/8" TUB. PVC-UF-S20 DN 200mm UNION BRIDA-ENCHUFE Fo.Fdo. DN 200mm C.T=395.37(CB1) SIMPLE f'c=140 Kg/cm DADO DE CONCRETO f'c=210Kg/cm2 C.T=395.662(CB2) TUB. PVC-UF-S-20 PROFUNDIDAD=1.59 (CB1) TUB. PVC-UF-S-20 391.064(CB2) 393.793(CB1) 4.30 (CB2) C.T.=395.662 (CB2) C.T.=395.37 (CB1) 5 5 VAL. COMPUERTA 5 d3/8"CIRCILAR 5 TERRENO NIVELADO f'c=210Kg/cm2 0.2068043189367472 CAJA DE VALVULA DE INGRESO ESC 1:20 5 DE Fo Fdo-BB DN 200mm 391.264(CB2) 5 7d3/8"c/s 5 UNION BRIDA-ENCHUFE Fo.Fdo. DN 200mm 5 SOLADO DE CIMENTACION: f'c=100Kg/cm2 TUB. PVC-UF-S20 DN 200mm ( Transición ) PROFUNDIDAD=1.48 (CB1) ANCLAJE (ANILLO) f'c=140Kg/cm2 d3/8" a. 0.20H TUB. Fo Fdo-BB DN 200mm <> TIPICO d3/8" a. 0.25V 5 0.25x0.21 SIMPLE f'c=140Kg/cm2 DADO DE CONCRETO 1.20 5 393.593(CB1) 391.257(CB2) TERRENO NIVELADO 5 2d3/8"CIRCULAR 5 5 5 5 REJA DE ACERO CON TARRAJEO INTERIOR 5 d3/8" a. 0.20H d3/8" a. 0.25V ANCLAJE (ANILLO) f'c=140Kg/cm2 -4.715764531110381 5 5 ESC 1:20 CAMARA DE REJA DE INGRESO 7d3/8"c/s 5 -4.715764531110381 5 C.F.=397.783(CB1) 5 5 5 5 5 ESPACIADOS 0.05 c.a.c. -4.715764531110381 TARRAJEO INTERIOR DN 200mm d3/8" a. 0.15 f'c=100Kg/cm2 SOLADO DE CIMENTACION: PLATINAS DE 3/8"x11/2"x1.00m BZ - 49 A ESC 1:25 5 5 DE CAMARA DE BOMBEO COTA DE REBOSE 393.731 C. FONDO 391.274 DETALLE DE REBOSE CAMARA DE BOMBEO N.T.N. 4.11 (CB2) 5 5 TUB. 200mm-PVC DN 200mm QUE DESCARGA EN ACEQUIA C.T. 395.884 H 5 5 5 <>x0.50 3 1 COLECTOR TUB 200 mm - PVC Las rejas seran de platinas de acero comercial A-20, las que se pintaran con dos manos de pintura epoxica y dos manos de pintura anticorrosiva tipo zincromatico A ACEQUIA NIVEL DE TERRENO CUANDO SE ENCUENTRE EN PISTA A ACEQUIA DE REGADIO TUB.d100mm PVC / CL-7.5 90°x100mm CODO 2 CODOS 90°x100mm ACEQUIA 5 TRANSICION ACERO BB-PVC AGUA O DESAGUE SEGUN SEA EL CASO VALVULA DE AIRE PARA d2" (linea impulsion desague) d2" (tub. 200mm-agua) d1 1/2" (tub. 150mm-agua) 5 PLOTEAR ESCALA 1/100

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	air, autocad, box, cameras, DETAIL, details, distribution, drinking, DWG, fornecimento de água, grill, includes, kläranlage, l'approvisionnement en eau, potable, purge, supply, system, treatment plant, valve, wasserversorgung, water