Valve Chamber, Joint, Water Mains DWG Block for AutoCAD

Valve Chamber, Joint, Water Mains DWG Block for AutoCAD

Node 1140. network south main

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

E.b., Main network, Project supervision limit, Work area, Symbology, Secondary network, Tertiary network, Group divide, Tee reducer bbb pn, Bend bb of mm, Union flange for universal coupling, Valve bb pn, Cuff repair, Short stretch bl, Reducer bb, Valve bb pn, Union flange for universal coupling, contractor:, Inspection:, review:, Of sheet:, Type of plane:, responsable:, April, Scale: indicated, date:, revised, Approved, Review by, Rev., date, contractor:, draft:, content:, approved:, Inspection, authorized:, Inspection, knot, Main network mm hd, Red south, Valve chamber, To have a resistance of those of respectively as indicated in the table. Reinforcing steel for the mooring with galvanized black wire at each junction. The bends of the steel are all cold. Rods crossing openings should be cut tightly in place. The covering of the reinforcing steel slabs walls cm. A groove will be left in the lifting hook. The log entry lid will be on the site with ing. Fisacalizador., Foldable lid, Recessed, Metal plate, smooth, Weld plate lower armature electrode, Weld plate rod, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, Iii, dump, dump, dump, dump, dump, dump, dump, Plant valve valve knot, Main network mm h.d., scale, Via santa ana, Pvc, Abraham zambrano street, both senses, Replant, Stone ball, both senses, Pvc, Cut valve knot chamber, Main network mm h.d., scale, Cut valve knot chamber, Main network mm h.d., scale, Cut valve knot chamber, Main network mm h.d., scale, Base h.a., anchorage, Base h.a., Street level, Cm., Sup, Cm., Sup, Cm., Sup, Sup, Cm., Bottom slab cm., Cm., Exterior, Cm., inside, Cm., Exterior, Cm., inside, Cm., inside, Cm., Exterior, Cm., inside, Cm., Exterior, stairs, Replant, Stone ball, Pvc, Cut valve knot chamber, Main network mm h.d., scale, Cut valve knot chamber, Main network mm h.d., scale, Cut valve knot chamber, Main network mm h.d., scale, anchorage, Base h.a., Cm., Cm., Cm., Cm., Cm., Cm., Cut valve knot chamber, scale, Plant valve valve knot, Main network mm h.d., scale, Cast iron cover, scale, wall, Stairway detail, Pvc, Lid cast iron mouth inspection, Ladder mm, Base h.a., Cm., Sup, Cm., Sup, Cm., Cm., Sup, Cm., Sup, Sup, Cm., Cm., Cm., Cm., Inf, Cm., Inf, beam, Lifting hook, Removable slab, Hook detail, Lifting hook, Removable slab plant, scale, beam, Replant, Stone ball, Replant, Stone ball, Cm., Beam detail, Removable slab, Replant, Stone ball, Cm., Cm., Cm., Cm., contractor:, Inspection:, review:, Of sheet:, Type of plane:, responsable:, April, Scale: indicated, date:, revised, Approved, Review by, Rev., date, contractor:, draft:, content:, approved:, Inspection, authorized:, Inspection, knot, Main network mm hd, Red south, Valve chamber

Raw text data extracted from CAD file:

E.B. RED PRINCIPAL LÍMITE DEL PROYECTO SUPERVISIÓN AREA A TRABAJAR SIMBOLOGÍA RED SECUNDARIA RED TERCIARIA DIVISORIA DE GRUPOS TEE REDUCTORA BBB Ø 350x200mm PN 10 CODO BB DE 22.50ºx200 mm UNION BRIDA PARA ACOPLE UNIVERSAL Ø 200mm A I H VALVULA COMPUERTA BB Ø 200mm PN 10 G MANGUITO DE REPARACION Ø 350mm F TRAMO CORTO BL Ø 350mm E REDUCTOR BB Ø 350x250mm B VALVULA COMPUERTA BB Ø 250mm PN 10 C UNION BRIDA PARA ACOPLE UNIVERSAL Ø 250mm D CONTRATISTA: FISCALIZACION: REVISION: N° DE LAMINA: TIPO DE PLANO: RESPONSABLE: ABRIL 2011 ESCALA: INDICADAS FECHA: 0 REVISO APROBO REVISIÓN POR LA FISCALIZACION-DESCRIPCION REV. N° FECHA 02/02 CONTRATANTE: PROYECTO: CONTENIDO: APROBADO: FISCALIZACION AUTORIZADO: FISCALIZACION NUDO 1.140 RED PRINCIPAL Ø 350 mm HD RED SUR CAMARA DE VALVULA NOTA:\H0.8781x; El hormig\fArial|b0|i0|c0|p34;ó\fArial|b0|i0|c162|p34;n deber\fArial|b0|i0|c0|p34;á\fArial|b0|i0|c162|p34; tener una resistencia a la compresi\fArial|b0|i0|c0|p34;ó\fArial|b0|i0|c162|p34;n a los 28 d\fArial|b0|i0|c0|p34;í\fArial|b0|i0|c162|p34;as de 250 Kg/cm2 y 210\H0.9998x;Kg/cm2 respectivamente segun se indica en el cuadro. El acero de refuerzo para la c\fArial|b0|i0|c0|p34;á\fArial|b0|i0|c162|p34;mara ser\fArial|b0|i0|c0|p34;á\fArial|b0|i0|c162|p34; de fy= 4200 kg/cm2 e ir\U+00E1n amarradas con alambre negro o galvanizado N\U+00BA 18 en cada cruce. Las dobladuras del acero se realizar\U+00E1n todas en frio. Varillas que cruzan aberturas deben ser cortadas y ajustadas en el sitio. El recubrimiento del acero de refuerzo ser\fArial|b0|i0|c0|p34;á\fArial|b0|i0|c162|p34;: losa y muros 5 cm. Se dejara una ranura en direcci\U+00F3n del gancho de izaje. La tapa de entrada del registro se ubicar\U+00E1 en el sitio con aprobaci\U+00F3n del Ing. Fisacalizador. \W0.5;P \W0.5;L \W0.5;A \W0.5;N \W0.5;M \W0.5;A \W0.5;E \W0.5;S \W0.5;T \W0.5;R \W0.5;O \W0.5;D \W0.5;E \W0.5;A \W0.5;G \W0.5;U \W0.5;A \W0.5;P \W0.5;O \W0.5;T \W0.5;A \W0.5;B \W0.5;L \W0.5;E \W0.5;O \W0.5;J \W0.5;E \W0.5;P \W0.5;O \W0.5;R \W0.5;T \W0.5;O \W0.5;V \W0.5;I \W0.5;E \W0.5;P \W0.5;M \W0.5;A \W0.5;P \W0.5;A \W0.5;P 2010 \W0.5;I \W0.5;F \W0.5;A \W0.5;C \W0.5;A \W0.5;Y \W0.5;V 0,59 0,67 0,02 0,03 0,07 0,07 0,07 0,03 0,02 0,02 0,02 0,64 5 5 \W0.5;P \W0.5;L \W0.5;A \W0.5;N \W0.5;M \W0.5;A \W0.5;E \W0.5;S \W0.5;T \W0.5;R \W0.5;O \W0.5;D \W0.5;E \W0.5;A \W0.5;G \W0.5;U \W0.5;A \W0.5;P \W0.5;O \W0.5;T \W0.5;A \W0.5;B \W0.5;L \W0.5;E 2010 -9883203.685841613 -9883203.685841613 -9883203.685841613 -9883203.685841613 -9883203.685841613 -9883203.685841613 TAPA ABATIBLE -9883203.685841613 -9883203.685841613 -9883203.685841613 -9883203.685841613 -9883203.685841613 EMPOTRABLE -9883203.685841613 1.70 0.10 0.10 3.90 0.10 0.10 0.10 0.10 2.50 0.40 0.40 3.20 0.25 0.25 2.50 2.30 0.25 0.25 3.90 0.35 0.35 3.70 0.25 0.25 0.25 0.80 1.40 1.50 0.25 0.35 0.80 1.40 1.70 0.35 0.15 0.15 2.50 1.70 0.15 0.15 0.20 0.20 0.40 0.35 0.35 1.00 1,80 2,60 4,00 2,60 1,40 \A1;0.30 \A1;0.30 0,80 0,80 0,20 0,20 1,40 4,00 0,20 0,20 2,20 2,60 0,20 4,00 0,20 1,40 1,80 0,20 1,40 0,60 0,20 0,80 0,20 0,25 3,30 3,70 0,25 2,85 0,20 0,10 0,30 3,30 0,40 3,70 2,85 0,20 0,10 0,30 3,30 0,40 3,70 0,40 2,60 2,60 1,80 0,20 0,45 0,56 0,12 0,58 0,30 0,40 0,15 0,20 0,20 0,35 0,45 0,45 2,20 0,20 2,60 0,20 3,60 0,20 0,20 1,20 3,60 0,20 4,00 2,85 0,10 0,30 0,40 2,22 0,40 0,26 0,85 0,60 0,45 0,13 0,44 0.10 0.35 2.95 0.35 0.40 2.95 0.10 0.35 2.85 1.70 0.15 0.15 0.15 0.15 2.60 0.15 0.15 2.50 1.20 0.15 0.15 0.10 0.10 2.50 0.10 0.10 1.70 0.20 0.20 0.35 0.35 0.05 0.05 0.30 0.30 0.10 0.10 0.05 0.05 5 5 PLACA METALICA (350x200x8 mm) d18 A-36 LISO 4db 4db SOLDAR PLACA A ARMADURA INFERIOR ELECTRODO E7011 SOLDAR VARILLA A PLACA 0,25 0,35 4db 4db 1,30 1,80 0,45 0,22 0,50 0,52 \A1;0.20 \A1;0.25 \A1;0.05 \A1;0.45 \A1;0.40 \A1;0.12 0,20 0,10 0,30 0,20 2,20 0,20 2,60 0,20 1,40 0,20 1,80 0,50 0,65 0,81 II II II II II I I I I I I I I I I I V V V V III III III III III IV IV II I I II III III IV IV III I II I V V II III I II II II V V V V V II II II II III III III III III III III III III II II II II II II II V II II II III III III III III I II II III III III III II III II I I I I I I I I I I I I I III I III I III III III III I III III I I III IV IV IV IV III III II II III II II II II II II III III III III III III II I I I I I I I II III III III III III III I I III III III III III I I II II I I III IV I III II III III III III IV IV IV I I I III III III IV IV IV I IV IV II IV II I I III III IV I I I III III II I I IV I I I I I III IV IV IV IV I I I I IV IV II III Pz-03 28.891 29.92 37.74 Ñ''-57 Y - C N1-11' N'12-6 N18-2 N18-1 95212 Basurero 95218 Basurero 95449 Basurero 96150 Basurero 96544 Basurero 96562 Basurero 100132 Basurero 58.797 64.860 69.385 73.700 78.195 82.724 86.415 89.825 30.027 28.205 29.769 28.169 29.881 28.277 29.559 28.565 35.273 37.075 L=30.00m d=200 mm Pz-01 I= 220 o/oo 28.673 29.673 Pz-Ex d=160 mm d=160 mm L=3.00m L=3.00m 35 35 35 35 30 30 \A1; \A1; 5 A B C D E F G H I Ø=350mm HD 5 5 PLANTA - CAMARA DE VALVULA NUDO 1.140 RED PRINCIPAL Ø 350 mm H.D. ESCALA 1:25 X X´ Y Y´ Z Z´ VIA A SANTA ANA Ø=250mm PVC CALLE ABRAHAM ZAMBRANO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d10mm C/20cm d14mm C/20cm d12mm C/20cm AMBOS SENTIDOS d10mm C/20cm d14mm C/20cm d10mm C/20cm d14mm C/20cm REPLANTILLO PIEDRA BOLA d12mm C/20cm AMBOS SENTIDOS Ø=250mm PVC Ø=350mm HD d14mm C/20cm A G B C D E F d14mm C/20cm d10mm C/20cm d14mm C/20cm d14mm C/20cm d10mm C/20cm d10mm C/20cm d14mm C/20cm d14mm C/20cm d14mm C/20cm CORTE X-X' - CAMARA DE VALVULA NUDO 1.140 RED PRINCIPAL Ø 350 mm H.D. ESCALA 1:25 CORTE Y-Y' - CAMARA DE VALVULA NUDO 1.140 RED PRINCIPAL Ø 350 mm H.D. ESCALA 1:25 CORTE Z-Z' - CAMARA DE VALVULA NUDO 1.140 RED PRINCIPAL Ø 350 mm H.D. ESCALA 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 H G D C A BASE H.A. ANCLAJE ANCLAJE BASE H.A. BASE H.A. 5 NIVEL DE CALLE NIVEL DE CALLE NIVEL DE CALLE NIVEL DE CALLE NIVEL DE CALLE NIVEL DE CALLE 1 7 Ø 12mm C/20 cm. LD=1.90 SUP - INF 2 9 Ø 12mm C/20 cm. LD=4.10 SUP - INF 3 13 Ø 12mm C/20 cm. LD=2.70 SUP - INF LD=2.70 SUP - INF 3 4 Ø 12mm C/20 cm. 1.70 0.10 0.10 0.10 0.10 2.50 3.90 5 5 5 5 5 0.10 0.10 0.10 0.10 LOSA DE FONDO e=20 cm. 6 6 7 7 9 8 10 11 15 Ø 10mm C/20 cm. LD=3.00 EXTERIOR 0.25 0.25 2.50 6 7 15 Ø 10mm C/20 cm. LD=2.80 INTERIOR 0.30 2.30 0.30 0.25 0.25 6 15 Ø 10mm C/20 cm. LD=3.00 EXTERIOR 2.50 7 15 Ø 10mm C/20 cm. 2.30 0.25 0.25 LD=2.80 INTERIOR 9 15 Ø 10mm C/20 cm. 3.70 0.25 0.25 LD=4.20 INTERIOR 8 15 Ø 10mm C/20 cm. 3.90 0.35 0.35 LD=4.60 EXTERIOR 0.25 0.80 1.40 1.50 0.25 0.35 0.80 1.40 1.70 0.35 15 Ø 10mm C/20 cm. LD=4.20 INTERIOR 15 Ø 10mm C/20 cm. LD=4.60 EXTERIOR 10 11 5 ESCALERA REPLANTILLO PIEDRA BOLA Ø=250mm PVC Ø=350mm HD CORTE X-X' - CAMARA DE VALVULA NUDO 1.140 RED PRINCIPAL Ø 350 mm H.D. ESCALA 1:25 CORTE Y-Y' - CAMARA DE VALVULA NUDO 1.140 RED PRINCIPAL Ø 350 mm H.D. ESCALA 1:25 CORTE Z-Z' - CAMARA DE VALVULA NUDO 1.160 RED PRINCIPAL Ø 350 mm H.D. ESCALA 1:25 C ANCLAJE BASE H.A. 5 2 5 1 3 X X´ X X´ 11 10 7 6 0.35 0.40 0.40 0.40 5 4 LD=3.70 13 Ø 14mm C/20 cm. 2.95 LD=4.00 11 Ø 14mm C/20 cm. 3.20 5 4 5 4 Y Y´ 9 8 5 4 7 6 5 4 0.35 0.40 0.40 0.40 5 4 LD=3.70 12 Ø 14mm C/20 cm. 2.95 LD=4.00 12 Ø 14mm C/20 cm. 3.20 0.35 0.40 5 LD=3.70 11 Ø 14mm C/20 cm. 2.95 0.40 0.40 4 LD=4.00 11 Ø 14mm C/20 cm. 3.20 9 8 5 4 10 11 5 4 W W´ W W´ CORTE W-W' - CAMARA DE VALVULA NUDO 1.140 ESCALA 1:25 PLANTA - CAMARA DE VALVULA NUDO 1.140 RED PRINCIPAL Ø 350 mm H.D. ESCALA 1:25 5 5 5 5 TAPA DE HIERRO FUNDIDO ESCALA 1:25 16 16 17 17 13 13 12 12 15 14 12 12 13 13 13' 5 4 5 4 5 4 5 4 4 5 d10mm C/20cm d10mm C/20cm d10mm C/20cm d10mm C/20cm d14mm C/20cm d14mm C/20cm d14mm C/20cm d14mm C/20cm d14mm C/20cm d14mm C/20cm d12mm C/20cm 5 5 5 5 5 5 5 5 5 5 5 5 Ø 16mm PARED DETALLE DE ESCALERA 4 5 Ø=250mm PVC Ø=250mm PVC Y Y´ X X´ Y Y´ Z Z´ 5 5 TAPA HIERRO FUNDIDO BOCA DE INSPECCION ESCALERA Ø 16 mm BASE H.A. 5 14 7 Ø 12mm C/20 cm. LD=2.00 SUP - INF 12 Ø 14mm C/18 cm. LD=2.80 SUP= 14 INF= 13 LD=2.80 SUP - INF 13' 4 Ø 14mm C/20 cm. 1.70 0.15 0.15 0.15 0.15 2.50 0.15 0.15 2.50 0.15 0.15 12' Ø 14mm C/18 cm. 1.70 LD=2.00 SUP - INF 10 Ø 14mm C/20 cm. 1.20 0.15 0.15 0.15 0.15 LD=1.50 SUP - INF LD=2.90 SUP - INF 13 10 Ø 14mm C/20 cm. 2.60 0.10 0.35 5' LD=3.30 9 Ø 14mm C/20 cm. 2.85 0.10 0.35 4' LD=3.40 7 Ø 14mm C/20 cm. 2.95 15 5 5 5 5 5 5 5 12' 3 1 18 Ø 14mm C/18 cm. LD=2.70 INF 0.10 0.10 2.50 0.10 0.10 18' Ø 14mm C/18 cm. 1.70 LD=1.90 INF 18' 18 12 Z Z´ VIGA GANCHO DE IZADO LOSA DESMONTABLE DETALLE DE GANCHO 5 5 GANCHO DE IZADO PLANTA - LOSA DESMONTABLE 1:25 ESCALA d12mm C/20cm VIGA 5 5 5 5 REPLANTILLO PIEDRA BOLA REPLANTILLO PIEDRA BOLA 5 5 5 5 5 5 Mc20 - 10 d 10mm C/20 cm. Mc19 - 10 d 10mm C/20 cm. Mc12' - 1 d 14mm Mc1 - 2 d 12mm Mc18 - 2 d 14mm Mc12 - 2 d 14mm Mc18' - 2 d 14mm Mc3 - 1 d 12mm DETALLE DE VIGA LOSA DESMONTABLE Z Z´ 13' 3 2 3 REPLANTILLO PIEDRA BOLA 5 5 5 5 5 5 5 5 5 5 5 5 0.10 0.35 5' LD=3.30 6 Ø 14mm C/20 cm. 2.85 0.10 0.35 4' LD=3.40 6 Ø 14mm C/20 cm. 2.95 0.10 0.35 5' LD=3.30 6 Ø 14mm C/20 cm. 2.85 0.10 0.35 4' LD=3.40 6 Ø 14mm C/20 cm. 2.95 CONTRATISTA: FISCALIZACION: REVISION: N° DE LAMINA: TIPO DE PLANO: RESPONSABLE: ABRIL 2011 ESCALA: INDICADAS FECHA: REVISO APROBO REVISIÓN POR LA FISCALIZACION-DESCRIPCION REV. N° FECHA 01/02 CONTRATANTE: PROYECTO: CONTENIDO: APROBADO: FISCALIZACION AUTORIZADO: FISCALIZACION NUDO 1.140 RED PRINCIPAL Ø 350 mm HD RED SUR CAMARA DE VALVULA

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, chamber, distribution, DWG, fornecimento de água, infrastructure, joint, kläranlage, l'approvisionnement en eau, main, network, node, south, supply, treatment plant, valve, wasserversorgung, water