Sanitary Installations Network DWG Block for AutoCAD

Supported reservoir – 600m3

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

Bolt, Wooden taco, Cedar, Platinum, Bolt, Widen, Npt, Affirmed, Npt, Concrete concrete cement, section, Polished cement floor, Concrete concrete cement, Pm max, Concrete concrete cement, Pg max, Npt, Affirmed, Npt, Concrete concrete cement, section, Polished cement floor, Concrete concrete cement, Pm max, Concrete concrete cement, Pg max, Npt, Concrete concrete cement paste, Finoy striped fino finish, In locetones, In c, Beam, Columns, Fc ‘, Npt, Rest at both ends, Stirrups, Rest at both ends, Fc ‘, Shoe, Fc ‘, Cm lamina cm., Leave rough surface, Treat it before, To continue with the vacancy, Beam, Rest at both ends, Rest at both ends, Rest at both ends, See detail, Tub.ø, Vertical pass, Horizontal, Leave surface, Rough, Double in background, Of hopper slab, Bend, Radial, Rings, Slab in the background, Rings, Of shoe, In zone of, Additional, False shoe in cottage area, In c pg, Radial, Rings, Continue, Of shoe, Max shoe, Variable max shoe, Rings, Radial, False floor, In c, Rings, See board detail, Rings, Rings, Rings, Rings, Rings, Widen, Rings, Radio transition, Variable, Roof cupola, Coating m., Bend, Widen, Slab floor plant armor in, Roof cupula plant armor at, Radial, Rings, Bend, Radial, Radial, Radial, Rings, Slab floor plant armor in, Roof cupula plant armor at, Path axis, Valve room, Esc:, Flexible union type dresser, Tee b.b., In c, In y, Coating m., Specifications, Valb.com door b.b., Elb b.b., Valb.com door b.b., Flow meter, Type of hole, Elb b.b., Extreme transitions, Bell flange, Extreme transitions, Bell flange, Flange breaks water, Educational basket, Of bronze, Elb b.b., Flexible union, Valb.comp. B.b., Dresser type, Tee b.b., Drive a.c, Adducing the network, Reservoir, Projection of art, Automatic control, Start stop, Diameter m., Capacity, Pump stop level, Alarm level, Radio transition, Variable, Toothpick with mortar, Waterproofing, Cross section: a, Esc:, Reservoir plant, Esc:, Elb b.b., Floating valve, Seal of pitch, Clamp, Head carries electrodes for, Automatic control of pumps, Flange breaks water, Pipe support, Flexible union, Dresser type, Tee b.b., Valb.comp. B.b., Flange breaks water, Purging overflow box, Typical, Elb b.b., Educational basket, Of bronze, Bridle breaks, Water, Flow meter, Type of hole, Valb.com door b.b., Elbow, Elb b.b., Adducing the network, Extreme transitions, Bell flange, Detail of pipe support, Esc:, Path axis, Reservoir, Cross section: a, Esc:, Reservoir foundation, Esc:, Vial tent, Widen, Estimated admissible carrying capacity:, Cement:, Foundation, Cuba, Shoes slab in the background, Cupola, Shoes, Circular beam, Cupola, Cuba, Slab in the background, Overcrowding, Corridor foundations, Armed concrete, Portland type ms, Indicated, Cm., P.b., Simple concrete, Solados, P.m., False floor, Steel, Coatings, The circular beam cuba with a mixture of cm. Thick, Finishing fine finishing, Technical specifications, Cut the cupula outdoors with a mixture of cm., Finished thin thickness finishes the exterior surface of, Note:, Grade, Radial dome is not allowed, Cm rings, Vertical tub is not allowed, Horizontal cm., Splices, Circular beam, Radial background slab is not allowed, Cm rings, Shoe in stirrups is not allowed, Cm rings, The hrs. With a mixture of cm. Finished fine thin thickness, Indoor tarragon the tuba bottom slab in two layers:, With a mixture of cm. Of finished finished striped, Kg ratio per kilogram cork bag., In both cases use a waterproofing additive type chema in, Make half a cane of cm. Radius on the edge, Cement foundation, Esc:, Confining column stirrups, Esc:, Detail construction meeting, Esc:, Shoe wall, Massive slab tent, Esc:, Profile, Detail reinforcement of wall in pass, Esc:, Of harsh piping, Esc:, Section artesa, Esc:, Artisan plant, Fund fee, Crown level, Stated compacted, Improvement stabilization, Of natural land, Emblazoned stone, With mortar, Crown level, Stated compacted, Emblazoned stone, With mortar, Compacted clay, Stated compacted, Primary lagoon, Emblazoned stone, With mortar, Compacted clay, Stated compacted, Secondary lagoon, Fund fee, Crown level, Stated compacted, Cut, Esc:, Fund fee, Crown level, Stated compacted, Improvement stabilization, Of natural land, Emblazoned stone, With mortar, Crown level, Stated compacted, Emblazoned stone, With mortar, Compacted clay, Stated compacted, Primary lagoon, Cut, Esc:, Fund fee, Crown level, Stated compacted, Improvement stabilization, Of natural land, Emblazoned stone, With mortar, Emblazoned stone, With mortar, Compacted clay, Stated compacted, Lagoon pr

Raw text data extracted from CAD file:

\A1;4.50 \A1;4.00 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.85 \A1;0.25 \A1;0.40 \A1;1.10 \A1;0.40 \A1;0.40 \A1;0.55 \A1;0.25 \A1;1.60 \A1;0.95 \A1;1.00 \A1;1.70 \A1;1.00 \A1;0.25 \A1;4.00 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.15 \A1;5.40 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.25 \A1;4.00 \A1;0.25 \A1;0.30 \A1;3.15 \A1;0.12 \A1;1.20 \A1;0.10 \A1;0.35 \A1;0.25 \A1;0.50 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 \A1;0.35 \A1;0.10 \A1;\U+22050.20 \A1;0.20 \A1;2" \A1;2" \A1;2" \A1;VARIABLE 5 0.2000000048428774 5 5 5 PERNO Ø 3/8" TACO DE MADERA CEDRO PLATINA 3/16" x 2" 5 PERNO Ø 3/8" \A1;4.50 \A1;1.60 \A1;4.00 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.25 \A1;0.35 \A1;5.40 \A1;0.40 \A1;0.10 \A1;0.60 \A1;0.10 \A1;4.00 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.55 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.25 \A1;4.00 \A1;0.25 \A1;0.30 \A1;3.15 \A1;0.12 \A1;1.20 \A1;0.10 \A1;0.10 \A1;12.00 \A1;1.10 \A1;0.40 \A1;0.20 \A1;4.10 \A1;0.85 \A1;0.70 \A1;0.65 \A1;0.20 \A1;0.70 \A1;1.80 \A1;0.30 \A1;0.80 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.60 \A1;1.00 \A1;0.35 \A1;0.10 \A1;0.70 \A1;0.35 \A1;4.90 \A1;0.07 \A1;0.07 \A1;0.07 \A1;0.12 \A1;0.07 \A1;0.07 \A1;0.07 \A1;0.15 \A1;1.50 ENSANCHE \A1;0.35 \A1;0.25 \A1;0.50 \A1;0.25 \A1;1.25 \A1;0.40 \A1;0.60 \A1;1.55 \A1;0.45 \A1;0.15 \A1;0.60 \A1;0.95 5 5 0.40 NPT = - 0.80 5 5 Afirmado e = 4" NPT = ± 0.00 5 <> Cemento + Hormigon Prop. 1:8 SECCION 1 - 1 5 5 Piso Cemento Pulido Cemento + Hormigon Prop. 1:8 + 20% PM ( Max 3") Cemento + Hormigon Prop. 1:10 + 25% PG ( Max 6") 5 0.40 NPT = - 0.80 Afirmado e = 4" NPT = ± 0.00 5 Cemento + Hormigon Prop. 1:8 SECCION 2 - 2 Piso Cemento Pulido Cemento + Hormigon Prop. 1:8 + 20% PM ( Max 3") Cemento + Hormigon Prop. 1:10 + 25% PG ( Max 6") 5 <> 5 5 5 5 5 NPT = - 0.95 Pasta Cemento + Hormigon Prop. 1:30 Acabado Frotachado Finoy Rayado en Locetones 1.00 x 1.00 \A1;0.25 \A1;0.40 \A1;0.45 \A1;0.80 \A1;0.15 \A1;0.60 \A1;0.25 \A1;0.10 \A1;0.25 \A1;0.85 5 F'c = 140 Kg/Cm² VIGA Columnas Fc' = 210 Kg/cm² NPT = - 0.80 Resto @ 0.25 en ambos extremos Ø 1/4" 1@ 0.05,4@ 0.10,2@ 0.15 5 5 5 5 5 5 5 Estribos @ 0.10 5 5 4 a 0.10 2 a 0.15 R @ 0.25 2 a 0.10 4 a 0.10 5 Resto @ 0.25 en ambos extremos Ø 1/4" 1@ 0.05,4@ 0.10,2@ 0.15 5 5 5 5 5 5 5 0.075 fc' = 210 Kg/cm² 5 Zapata Fc' = 175 Kg/cm² LAMINA DE Cu DE 1/50" x 30 cm. DEJAR SUPERFICIE RUGOSA Y TRATARLA ANTES DE PROSEGUIR CON EL VACEADO 5 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.30 \A1;0.25 \A1;4.00 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.25 \A1;4.50 \A1;0.25 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.12 VIGA S (0.25 x 0.20) 0.1999999992549419 0.25 4 Ø 1/2" Resto @ 0.25 en ambos extremos Ø 1/4" 1 a 0.05,3 a 0.10 0.119999997317791 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.12 VS 0.1999999992549419 0.245241143507883 0.3000000001629815 0.1199999991804361 2 Ø 1/2" 2 Ø 1/2" Resto @ 0.25 en ambos extremos Ø 1/4" 1@ 0.05,4@ 0.10,2@ 0.15 \A1;0.25 \A1;0.25 5 5 C1 Resto @ 0.25 en ambos extremos Ø 1/4" 1 a 0.05,4 a 0.10, 3 a 0.15 4 Ø 1/2" VER DETALLE \A1;0.20 \A1;0.20 \A1;0.60 0.1999999999534339 0.1999999999534339 0.5999999999767169 Ø 1/2" TUB.Ø 8" \A1;0.12 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.70 \A1;0.35 \A1;1.10 \A1;0.45 \A1;0.15 \A1;0.075 \A1;fc' = 210 Kg/cm² \A1;0.60 \A1;0.125 \A1;0.125 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.30 \A1;0.25 \A1;0.42 0.400000000372529 0.099999999627471 0.5999999999767169 5 0.099999999627471 0.7000000011175871 0.349999999627471 0.12 U 3 Ø 3/8" 7 Ø 3/8" 4 Ø 3/8" 0.4000000000232831 5 Ø 8" 0.2506271252641454 0.4244803097099066 5 5 5 5 5 B B 4 Ø 3/8" 7 Ø 3/8" U 3 Ø 3/8" Ø 8" 5 5 \A1;4.00 \A1;4.00 \A1;90.00 \A1;5.40 \A1;4.00 \A1;5.40 \A1;71.00 \A1;5.40 \A1;4.00 \A1;.15 \A1;.15 \A1;3.00 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;2.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;3.00 \A1;.15 \A1;.15 \A1;.30 \A1;.15 \A1;4.00 \A1;5.40 \A1;45.00 \A1;5.40 \A1;4.00 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;.15 \A1;3.00 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;5.40 \A1;45.00 \A1;5.40 \A1;4.00 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;3.00 \A1;.15 \A1;.15 \A1;.15 \A1;4.00 \A1;5.40 \A1;71.00 \A1;5.40 \A1;4.00 \A1;2.30 \A1;.10 \A1;.15 \A1;4.00 \A1;4.00 \A1;.30 \A1;4.00 \A1;4.00 \A1;37.00 \A1;.30 \A1;.30 \A1;0.05 \A1;0.05 \A1;0.30 \A1;1.05 \A1;0.25 \A1;0.70 \A1;0.90 \A1;0.20 \A1;0.50 \A1;1.10 \A1;1.10 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.35 \A1;0.50 \A1;0.65 \A1;0.40 \A1;0.05 \A1;0.05 \A1;1.05 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;du = 0.44 \A1;Bt = 0.30 \A1;0.15 \A1;Bu = b = 0.90 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.05 \A1;0.25 \A1;0.60 \A1;0.15 \A1;1.05 \A1;0.15 \A1;0.72 \A1;2.40 \A1;0.73 \A1;0.15 \A1;0.20 \A1;0.50 \A1;1.10 \A1;0.30 \A1;1.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.50 \A1;0.30 \A1;1.50 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.175 \A1;0.25 \A1;0.175 \A1;0.15 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.25 \A1;0.30 \A1;30º \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.30 \A1;0.50 \A1;0.30 \A1;1.52 \A1;0.02 \A1;0.15 \A1;0.70 \A1;0.70 \A1;0.15 \A1;0.05 \A1;0.15 \A1;0.40 \A1;0.20 \A1;0.10 \A1;dc = 0.16 \A1;t = 0.10 \A1;0.70 5 5 5 5 Ø VERTICAL PASAN Ø HORIZONTAL C/CARA DEJAR SUPERFICIE RUGOSA \A1;0.10 \A1;0.07 \A1;0.05 \A1;0.25 \A1;1.00 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.50 \A1;0.25 DOBLA 0.25 EN FONDO DE LOSA DE TOLVA 4 Ø 1/2" V 4 Ø 1/2" V DOBLA 0.25 (Tipico) Ø 3/8" a 0.30 RADIAL Ø 3/8" a 0.30 RADIAL Ø 3/8" ANILLOS LOSA DE FONDO Ø 1/2" ANILLOS DE ZAPATA 5 5 5 5 5 5 5 \A1;R = 4.95 m. \A1;R = 6.00 5 5 B B C C \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.25 \A1;1.40 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.12 \A1;Estribos @ 0.10 \A1;0.05 \A1;4 a 0.10 \A1;2 a 0.15 \A1;R @ 0.25 \A1;2 a 0.10 \A1;4 a 0.10 \A1;0.05 5 5 5 5 5 5 5 5 5 5 5 ( En zona de Tolva) Ø 3/8" @ 0.20 3 Ø 1/2" ADICIONALES x 3.00 FALZA ZAPATA EN ZONA DE CASETA f'c = 175 K/g cm² + 25% PG (max 20 mm.) 5 Ø 3/8" RADIAL Ø 3/8" ANILLOS <> (Tipico) 5 5 Ø 3/8" (Doblan 0.25 H en extremos) Ø 3/8" a 0.25 Ø 1/2" CONTINUAN DE ZAPATA Ø 3/8" a 0.20 C C \A1;0.65 \A1;0.20 \A1;0.25 (Tipico) \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.70 \A1;VARIABLE MAX 0.70 ZAPATA \A1;1.60 \A1;0.20 \A1;0.25 (Tipico) \A1;0.25 \A1;0.25 0.25 (Tipico) 0.25 0.25 0.25 0.25 0.1999999999534339 1.599999999976717 0.1999999999534339 0.25 (Tipico) Ø 1/2" Ø 1/2" Ø 3/8" a 0.25 Ø 3/8" a 0.20 0.650000000372529 0.1999999992549419 0.6999999992549419 VARIABLE MAX 0.70 ZAPATA \A1;0.25 \A1;0.40 \A1;1.10 \A1;0.25 \A1;0.20 \A1;1.60 \A1;0.20 \A1;0.25 \A1;0.35 R = 6.00 m 0.07 0.12 0.07 0.07 20 Ø 3/8" a 0.25 ANILLOS Ø RADIAL (Ver Planta) FALSO PISO f'c = 100 Kg/cm² 5 5 5 5 5 5 127 Ø 3/8" @ 0.30 5 5 5 5 6 Ø 1/2" a 0.22 5 5 5 10 Ø 1/2" a 0.125 5 48 Ø 1/2" a 0.09 ANILLOS Ø 5/8" V VER DETALLE DE JUNTA 5 5 5 5 5 11 Ø 1/2" ANILLOS 5 5 5 5 5 0.075 5 5 5 5 ANILLOS 6 Ø 1/2" a 0.14 5 5 ANILLOS 8 Ø 1/2" a 0.18 ANILLOS 12 Ø 1/2" a 0.11 5 5 ANILLOS 4 Ø 1/2" a 0.20 0.025 5 6 Ø 3/4" 127 Ø 1/2" a 0.30 V 132 Ø 1/2" a 0.30 V 158 Ø 3/8" a 0.30 5 1.50 ENSANCHE 5 5 R = 6.00 m. 5 0.035 25 Ø 1/4" ANILLOS TRANSICION DE RADIO VARIABLE CUPULA DEL TECHO 0.04 m. RECUBRIMIENTO : 0.04 m. 127 Ø 1/2" 5 5 5 5 5 5 5 5 127 Ø 5/8" 127 Ø 5/8" Ø DOBLA 0.20 H \A1;0.07 \A1;0.12 \A1;0.07 \A1;0.07 \A1;1.56 \A1;0.07 \A1;0.44 \A1;0.125 \A1;0.50 \A1;0.09 \A1;2.07 \A1;0.14 \A1;0.28 \A1;0.18 \A1;0.54 \A1;0.25 \A1;0.20 \A1;0.025 \A1;5.70 \A1;1.50 ENSANCHE \A1;0.70 \A1;0.40 \A1;R = 6.00 m. \A1;0.60 \A1;0.30 \A1;0.10 \A1;0.15 \A1;5.40 \A1;0.65 \A1;1.10 \A1;0.45 \A1;0.15 \A1;1.00 \A1;0.30 \A1;0.50 \A1;0.05 \A1;0.35 \A1;0.05 \A1;0.20 \A1;0.04 \A1;0.04 \A1;0.25 \A1;0.075 \A1;0.11 \A1;0.55 \A1;0.35 \A1;0.15 \A1;0.035 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.00 \A1;0.20 \A1;0.70 \A1;0.20 \A1;0.70 \A1;1.80 \A1;0.35 \A1;0.25 \A1;1.10 \A1;0.40 \A1;0.85 \A1;0.65 \A1;0.25 \A1;0.25 (Tipico) \A1;0.25 \A1;0.25 \A1;1/ 10 LOSA DE FONDO - PLANTA ARMADURA EN \O\U+2104 \A1;1/ 11 TECHO CUPULA - PLANTA ARMADURA EN \U+2104 \A1;0.60 (TIPICO) \A1;\U+22050.70 \A1;0.30 \A1;R4.00 \A1;R1.90 24 Ø 3/8" 24 Ø 3/8" 47 Ø 3/8" 91 Ø 1/4" Ø 1/4" a 0.266 RADIAL Ø 3/8 + Ø 1/4" a 0.25 RADIAL \A1;R6.00 31 Ø 1/4" a 0.25 ANILLOS (VER SECCION) DOBLA 0.15 V (Tipico) Ø 3/8" a 213 RADIAL \A1;R0.80 24 Ø 3/8" 24 Ø 3/8" 47 Ø 3/8" 91 Ø 1/4" Ø 3/8 a 0.235 RADIAL 20 Ø 3/8" 20 Ø 3/8" \A1;R3.30 \A1;R1.60 \A1;R0.90 Ø 3/8 a 0.276 RADIAL Ø 3/8 a 0.246 RADIAL Ø 3/8" a 0.253 RADIAL 157 Ø 3/8 a 0.30 25 Ø 3/8" a 0.25 ANILLOS (VER SECCION) 1/ 10 LOSA DE FONDO - PLANTA ARMADURA EN \O\U+2104 1/ 11 TECHO CUPULA - PLANTA ARMADURA EN \U+2104 0.60 (TIPICO) \A1;Ø 1/2" 5 \A1;Ø 1/2" 5 \A1;0.25 \A1;1.25 \A1;0.40 \A1;0.60 \A1;1.55 \A1;0.45 \A1;0.15 \A1;0.60 \A1;0.95 EJE DE TRAZADO C1 A A SALA DE VALVULAS ( Esc: 1/50 ) \A1;2 % \A1;2 % \A1;2 % 5 5 5 5 5 5 UNION FLEXIBLE TIPO DRESSER Ø 8" TEE Ø 8" x 8" B.B. f = 0.20 m. f'c = 210 Kg/cm² f'y = 4200 Kg/cm² Recubrimiento = 0.04 m. ESPECIFICACIONES VALB.COMPUERTA Ø 8" B.B. CODO Ø 8" x 45º B.B. Ø 8" 5 VALB.COMPUERTA Ø 8" B.B. MEDIDOR DE CAUDAL TIPO DE ORIFICIO Ø 10" CODO Ø 10" x 22.5º B.B. TRANSICION Ø 8" EXTREMOS BRIDA - CAMPANA TRANSICION Ø 10" EXTREMOS BRIDA - CAMPANA 5 BRIDA ROMPE AGUA CANASTILLA DE ADUCCION DE BRONCE Ø 10" 5 5 5 5 5 5 5 5 Ø 8" Ø 10" Ø 8" Ø 10" Ø 8" CODO Ø 8" x 90º B.B. UNION FLEXIBLE VALB.COMP. Ø 8" B.B. TIPO DRESSER Ø 8" TEE Ø 8" x 8" B.B. 5 5 IMPULSION Ø 8" A.C. ADUCCION A LA RED 5 5 5 5 C1 C1 RESERVORIO V = 600 m³ PROYECCION DE LA ARTEZA 5 5 \A1;R6.00 5 5 5 5 5 5 5 5 5 5 5 5 5 AUTOMATICO CONTROL ARRANQUE Y PARADA DIAMETRO = 12.00 m. CAPACIDAD = 600.00 m³ NIVEL PARADA DE BOMBA NIVEL DE ALARMA TRANSICION DE RADIO VARIABLE TARRAJEAR CON MORTERO IMPERMEABILIZANTE 5 5 5 5 5 5 5 CORTE TRANSVERSAL :A - A ( Esc: 1/50 ) PLANTA RESERVORIO ( Esc: 1/50 ) CODO Ø 8" x 90º B.B. CODO Ø 8" x 45º B.B. VALBULA FLOTADORA Ø 6" SELLO DE BREA ABRAZADERA CABEZAL PORTA ELECTRODOS PARA CONTROL AUTOMATICO DE BOMBAS BRIDA ROMPE AGUA Ø 8" Ø 8" SOPORTE DE TUBERIA (VER DETALLE) UNION FLEXIBLE TIPO DRESSER Ø 8" Ø 8" TEE Ø 8" x 8" B.B. VALB.COMP. Ø 8" B.B. BRIDA ROMPE AGUA Ø 8" A CAJA DE REBOSE - PURGA ( TIPICO ) CODO Ø 8" x 90º B.B. Ø 8" CANASTILLA DE ADUCCION DE BRONCE Ø 10" 0.35 BRIDA ROMPE AGUA Ø 10" MEDIDOR DE CAUDAL TIPO DE ORIFICIO Ø 10" Ø 10" VALB.COMPUERTA Ø 10" B.B. CODO Ø 8" x 45º BB CODO Ø 10" x 22.5º B.B. Ø 10" ADUCCION A LA RED 5 TRANSICION Ø 8" EXTREMOS BRIDA - CAMPANA DETALLE DE SOPORTE DE TUBERIA ( Esc: 1/10 ) EJE DE TRAZADO A \A1;S = 0.5 % \A1;S = 0.5 % \A1;S = 0.5 % 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RESERVORIO V = 600 m³ 5 5 \A1;R6.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE TRANSVERSAL :A - A ( Esc: 1/50 ) CIMENTACION RESERVORIO ( Esc: 1/50 ) 5 5 5 5 0.20 5 V = 600 m³ R = 6.00 m 5 5 5 5 5 1.80 5 5 5 5 5 5 5 1.00 CASETA DE VALBULAS 5 5 5 5 5 5 0.07 0.07 5 0.12 5 0.07 0.07 1.50 ENSANCHE CAPACIDAD PORTANTE ADMISIBLE ESTIMADA: = 4.00 kg/cm2 CEMENTO: 5. CIMENTACIÓN CUBA ZAPATAS y LOSA DE FONDO CUPULA ZAPATAS VIGA CIRCULAR CUPULA CUBA LOSA DE FONDO 1.CONCRETO SOBRECIMIENTOS CIMIENTOS CORRIDOS CONCRETO ARMADO : fy=4200 kg/cm2 PORTLAND TIPO MS - 1 INDICADAS EN C 4.0 cm. f'c=210 kg/cm2 f'c=210 kg/cm2 f'c=175 kg/cm2 f'c=140 kg/cm2 1:10 C + H + 30% P.B. f'c=175 kg/cm2 f'c=175 kg/cm2 f'c=100 kg/cm2 1:12 C+H CONCRETO SIMPLE : SOLADOS f'c=140 kg/cm2 1:8 C+H + 25% P.M FALSO PISO f'c=100 kg/cm2 1:8 C+ H 2. ACERO 3. RECUBRIMIENTOS : LA VIGA CIRCULAR Y CUBA CON MEZCLA CEMENTO/ARENA 1:4 DE 2 cm. DE ESPESOR Y ACABADO FROTACHADO FINO ESPECIFICACIONES TECNICAS TARRAJEAR EXTERIORMENTE LA CUPULA CON MEZCLA CEMENTO/ARENA 1:4 DE 1 cm. DE ESPESOR Y ACABADO FROTACHADO FINO ,TARRAJEAR LA SUPEFICIE EXTERIOR DE NOTA: GRADO 60 - CUPULA Ø RADIAL NO SE PERMITE Ø 1/4" ANILLOS = 30 cm. CUBA Ø VERTICAL NO SE PERMITE Ø HORIZONTAL Ø 1/2" = 60 cm. 4. EMPALMES : VIGA CIRCULAR Ø 3/4" = 1.00 m LOSA DE FONDO Ø RADIAL NO SE PERMITE Ø 3/8" ANILLOS = 40 cm. ZAPATA EN ESTRIBOS NO SE PERMITE Ø 1/2" ANILLOS = 60 cm. 2º A LAS 24 hrs. CON MEZCLA 1:3 DE 0.5 cm. DE ESPESOR ACABADO Y FROTACAHADO FINO TARRAJEAR INTERIORMENTE LA CUBA Y LOSA DE FONDO EN DOS CAPAS: 1º CON MEZCLA CEMENTO/ARENA 1:5 DE 1.5 cm. DE ESPESOR Y ACABADO RAYADO PROPORCION DE 1/2 Kg POR SACO DE CEMENTO DE 42.5 Kgs. EN AMBOS CASOS EMPLEAR ADITIVO IMPERMEABILIZANTE TIPO CHEMA 1 ( EN POLVO) HACER MEDIA CAÑA DE 5 cm. RADIO EN LA ARISTA CUBA/FONDO 5 5 5 1 1 1 1 2 2 2 2 C1 C1 C1 C1 CIMENTACION CASETA ( PLANTA) ( Esc: 1/50 ) CONFINAMIENTO - ESTRIBOS EN COLUMNA ( Esc: 1/25 ) DETALLE JUNTA DE CONSTRUCCION ( Esc: 1/50 ) ZAPATA - MURO C1 VS (0.25 x 0.20) VS (0.25 x 0.20) Ø 3/8" @ 0.19 5 Ø 3/8" @ 0.30 VS (0.25 x 0.20) VS (0.25 x 0.20) 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.19 5 Ø 3/8" @ 0.30 5 Ø 3/8" @ 0.30 5 5 5 5 5 5 5 5 5 5 C1 C1 C1 LOSA MACIZA CASETA ( PLANTA) ( Esc: 1/50 ) PERFIL V - S DETALLE REFUERZO DE MURO EN PASE ( Esc: 1/20 ) DE TUBERIA ( ARTESA ) ( Esc: 1/20 ) SECCION B - B ARTESA ( Esc: 1/20 ) PLANTA ARTESA 1 :50 1 :50 A 5 5 90.00 5 5 5 71.00 5 5 COTA FONDO = 97.65 5 5 5 5 5 5 5 NIVEL CORONA = 100.675 AFIRMADO COMPACTADO MEJORAMIENTO Y ESTABILIZACION DE TERRENO NATURAL PIEDRA EMBOQUILLADA CON MORTERO 1:5 5 5 5 5 NIVEL CORONA = 100.675 AFIRMADO COMPACTADO PIEDRA EMBOQUILLADA CON MORTERO 1:5 ARCILLA COMPACTADA AFIRMADO COMPACTADO 5 5 LAGUNA PRIMARIA 1 5 5 5 5 PIEDRA EMBOQUILLADA CON MORTERO 1:5 5 ARCILLA COMPACTADA AFIRMADO COMPACTADO 5 5 LAGUNA SECUNDARIA 1 COTA FONDO = 97.675 5 NIVEL CORONA = 99.975 AFIRMADO COMPACTADO CORTE A - A ( Esc: 1/75 ) 5 5 45.00 5 5 COTA FONDO = 97.675 5 5 5 5 5 5 NIVEL CORONA = 100.675 AFIRMADO COMPACTADO MEJORAMIENTO Y ESTABILIZACION DE TERRENO NATURAL PIEDRA EMBOQUILLADA CON MORTERO 1:5 5 5 5 5 NIVEL CORONA = 100.675 AFIRMADO COMPACTADO PIEDRA EMBOQUILLADA CON MORTERO 1:5 ARCILLA COMPACTADA AFIRMADO COMPACTADO 5 5 LAGUNA PRIMARIA 2 CORTE B - B ( Esc: 1/75 ) 5 45.00 5 5 COTA FONDO = 97.675 5 5 5 5 5 5 NIVEL CORONA = 100.675 AFIRMADO COMPACTADO MEJORAMIENTO Y ESTABILIZACION DE TERRENO NATURAL PIEDRA EMBOQUILLADA CON MORTERO 1:5 5 5 5 5 PIEDRA EMBOQUILLADA CON MORTERO 1:5 ARCILLA COMPACTADA AFIRMADO COMPACTADO 5 5 LAGUNA PRIMARIA 1 1 :75 5 5 71.00 5 5 COTA FONDO = 97.65 5 5 5 5 5 NIVEL CORONA = 100.675 AFIRMADO COMPACTADO MEJORAMIENTO Y ESTABILIZACION DE TERRENO NATURAL PIEDRA EMBOQUILLADA CON MORTERO 1:5 5 5 5 5 NIVEL CORONA = 100.675 AFIRMADO COMPACTADO PIEDRA EMBOQUILLADA CON MORTERO 1:5 ARCILLA COMPACTADA AFIRMADO COMPACTADO 5 5 LAGUNA PRIMARIA 2 AFIRMADO COMPACTADO AFIRMADO COMPACTADO AFIRMADO COMPACTADO AFIRMADO COMPACTADO AFIRMADO COMPACTADO AFIRMADO COMPACTADO AFIRMADO COMPACTADO AFIRMADO COMPACTADO AFIRMADO COMPACTADO AFIRMADO COMPACTADO CORTE D - D ( Esc: 1/75 ) PIEDRA EMBOQUILLADA CON MORTERO 1:5 5 5 5 ARCILLA COMPACTADA AFIRMADO COMPACTADO LAGUNA SECUNDARIA 1 COTA FONDO = 97.65 NIVEL CORONA = 99.975 AFIRMADO COMPACTADO AFIRMADO COMPACTADO 5 5 37.00 5 NIVEL CORONA = 99.975 AFIRMADO COMPACTADO AFIRMADO COMPACTADO 5 5 5 PIEDRA EMBOQUILLADA CON MORTERO 1:5 PIEDRA EMBOQUILLADA CON MORTERO 1:5 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 5 5 A A B B 5 5 5 REGLA GRADUADA TUB Ø 3/4" PLASTICA TRANSPARENTE PENDIENTE DEL BY PASS = 2.40% BY PASS COMPUERTA DE MADERA 0.69 x 0.75 e = 2" COMPUERTA DE MADERA 0.69 x 0.75 e = 2" Q CSN Ø 250 mm 5 5 5 5 5 PLANTA CAMARA DE REJAS ( Esc: 1/25 ) Q 5 5 5 5 5 5 5 5 5 5 CSN Ø 250 mm 76.52 Y max = 0.25 S = 1.20% 5 5 5 5 5 5 5 30º 5 S = 10.00% 76.276 Reja Ø 1/2" : L = 1.50 m COMPUERTA DE MADERA 0.69 x 0.75 e = 2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COMPUERTA DE MADERA 0.69 x 0.75 e = 2" t = 0.10 (du - t) Tuberia Ø 1/2" PVC 0.02 5 76.92 Q = C + b ( du - t ) 3/2 Q = Ct ( g + dc³ ) 1/2 SECCION LONGITUDINAL CAMARA DE REJAS ( Esc: 1/25 ) 5 5 5 5 5 Ø 1/2" @ 0.35H Ø 1/2" @ 0.30V 5 5 5 5 5 5 5 5 5 5 5 REJA LISA Ø 3/4" 5 5 5 5 du = 0.44 dc = 0.16 60 50 40 30 20 10 REJA GRADUADA Y EMPOTRADA TUB Ø 3/4" PLASTICA TRANSPARENTE Bt = 0.30 5 Bu = b = 0.90 t = 0.10 5 5 5 DETALLE MEDIDOR PALMER BOWLUS ( Esc: 1/10 ) CORTE B - B ( Esc: 1/10 ) CORTE A - A ( Esc: 1/10 ) SECCION TRANSVERSAL DE CANAL 1 :20 CORTE ESTRUCTURAL A - A ( Esc: 1/25 ) 1 :50 ( Esc: 1/25 ) PLANTA - TOLVA ( Esc: 1/20 ) SECCION B - B TOLVA ( Esc: 1/20 ) SECCION C - C TOLVA ( Esc: 1/20 ) DETALLE DE ARMADURA VERTICAL EN MURO DETALLE DE JUNTA DE CONSTRUCCION ( Esc: 1/10 ) EN LA CUBA ARMADURA DE CUPULA Y DE LOSA DE FONDO - PLANTA ( Esc: 1/25 )

Language	N/A
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, DWG, einrichtungen, facilities, gas, gesundheit, installations, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, network, provision, reservoir, Sanitary, supported, wasser bestimmung, water