Pa – 05 Air Pass For 2 In X 20m ø Pass DWG Block for AutoCAD

Pa – 05 Air Pass For 2 In X 20m ø Pass DWG Block for AutoCAD

Air pass

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

Mayor: ing. Luis Aliaga Rojas, District municipality of paucarcolla, draft, design:, flat:, scale.:, reviewed:, mole.:, date:, drawing:, Dpto .:, Prov .:, sheet:, Dist, Reservoir supported, Indicated, Drinking water system, Ing. Moises arias n., Chuck, fist, may, L.ml., fist, Hangers, Primary cable, Good type cable, pipeline, margin, law, section, Esc., Steel tube rail, Anchoring chamber, primary, Main type good cables, Output cables with seal, Detail of dilation carts, Metal cylinders, Air pass, frontal, profile, Crosbi staples, cape, Wire ties, top, Det. Shoe, Esc., Anchoring chamber, Suspension tower, Air pass elevation, scale:, rest, column, Esc., Plain steel, Shoe cm, Column cm, Anchorage data ‘c, column, Shoe c, Fy steel, diameter, weight, Resistance breakage ton., Grade smooth steel, Wire of good type steel, Hangers, concrete, covering, Specifications, cap screw, platen, Primary cable, Good type cable, Pipe of, Clamp to hold, Pipe pass, cap screw, platen, Pendant detail, top, Maximum water level, Minimum water level, Solid tube rail, Crosbi staples, Heater, Crosby staples, Placement detail, Of staples, ace., Shoe plant, scale:, concrete, Plain pendants, Good type cable, your B., Air pass plant, scale:, From fºgº, Pvc sap, From fºgº, From fºgº, Pvc sap, From fºgº, Anchoring chamber, Suspension tower, June, Lml, Lml, flat:, Location: department cusco province the convention district echarate community chapo sanatariato bajo, Designer: ing. Duncan sotomayor iturriaga, Scale: indicated, Date: july, Of supervision of studies, sheet:, Cad: depi, Installation of the integral basic sanitation system in the community of sancho sanatariato zonal palm royal district of echarate the convention cusco, Air lc: f ° g ° ml. Cut structures

Raw text data extracted from CAD file:

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Luís Aliaga Rojas MUNICIPALIDAD DISTRITAL DE PAUCARCOLLA Proyecto : Diseño: Plano: Escala.: Revisado: Topo.: Fecha: Dibujo: Dpto.: Prov.: Lamina: Dist.: RESERVORIO APOYADO 5.0 M3 INDICADA SISTEMA DE AGUA POTABLE PURIA PARQUE SISTEMA DE AGUA POTABLE PURIA PARQUE Ing. MOISES ARIAS N. CHUCUITO PUNO Mayo 1,999 L.ML. PUNO RES-01 \W8.74057; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f \W8.74057; r a e s t r u c t u r a \W8.74042; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74072; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74042; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74072; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74072; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74072; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74057; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f \W8.74057; r a e s t r u c t u r a \W8.74042; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74072; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74042; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74072; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74072; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W8.74072; d i v i s i ó n d e e s t u d i o s y p r o y e c t o s d e i n f r a e s t r u c t u r a \W0.9;I \W0.9;T \W0.9;A \W0.9;R \W0.9;A \W0.9;H \W0.9;C \W0.9;E \W0.9;E \W0.9;D \W0.9;L \W0.9;A \W0.9;T \W0.9;I \W0.9;R \W0.9;T \W0.9;S \W0.9;I \W0.9;D \W0.9;D \W0.9;A \W0.9;D \W0.9;I \W0.9;L \W0.9;A \W0.9;P \W0.9;I \W0.9;C \W0.9;I \W0.9;N \W0.9;U \W0.9;M \W0.9;L \W0.9;A \W0.9;C \W0.9;O \W0.9;N \W0.9;V \W0.9;E \W0.9;N \W0.9;C \W0.9;I \W0.9;O \W0.9;N \A1;1.10 \A1;1.10 \A1;3.60 \A1;.80 \A1;.50 \A1;3.60 \A1;.80 \A1;1.00 \A1;.88 \A1;1.10 \A1;.40 \A1;.30 \A1;.83 \A1;.07 \A1;.90 \A1;.50 \A1;1.00 \A1;.88 \A1;1.10 \A1;.30 \A1;.30 \A1;.30 \A1;.40 \A1;.30 \A1;.40 \A1;.20 \A1;.60 \A1;.20 \A1;1.10 \A1;60°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 5 5 \A1;2.396 \A1;2.007 \A1;1.669 \A1;1.380 \A1;1.139 \A1;0.943 \A1;0.792 \A1;0.685 \A1;0.621 \A1;0.600 Pendolas 3/8" \A1;templador 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CABLE PRIMARIO 01 Cable Tipo Boa d 3/8" TUBERIA F°G° d 2" MARGEN DERECHO DERECHO SECCION B-B ESC. 1:25 5 \A1;Grillete \A1;Grillete Riel o tubo acero d 3" CAMARA DE ANCLAJE PRIMARIA 1 Cables Principal TIPO BOA de ø 3/8" \A1;Orificio de salida Cables con Selllo DETALLE DE CARROS DE DILATACION (APOYO) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 cilindros metálicos d 2" 5 5 5 5 5 5 5 5 5 PASE AEREO L=20.00 m , d=2" FRONTAL PERFIL 05 Grapas Crosbi de 3/8" \A1;Guarda Cabo 3 Amarres con Alambre F°G° 10 Vueltas c/v (Previo al Corte) 5 5 5 5 5 5 5 Tapa Pre-Fabricada ø de 3/8" @ 0.20 - a/s 5 5 DET. ZAPATA ESC. 1/25 5 5 5 5 5 5 5 5 CAMARA DE ANCLAJE TORRE DE SUSPENCION PASE AEREO - ELEVACION ESCALA: 1:50 5 d 3/8" 1@0.05 ,10@0.10 ,4@0.20 resto @0.25 COLUMNA A - A ESC. 1/25 ACERO LISO Ø 3/8" ZAPATA : 5 CM COLUMNA : 3 CM DADO DE ANCLAJE : f 'c = 210 kg/cm2 COLUMNA : f 'c= 210 kg/cm2 ZAPATA : f 'c = 210 kg/cm2 ACERO : fy = 4200 kg/cm2 DIAMETRO 3/8" PESO 0.17 KG/M. RESISTENCIA A LA ROTURA : 2.67 TON. ACERO LISO Ø 1/4" GRADO 60 CABLE DE ACERO TIPO : BOA 6 x 19 PENDOLAS : CONCRETO : RECUBRIMIENTO : ESPECIFICACIONES Perno 1/4" x 2" Platina 2" x 1/4" CABLE PRIMARIO 01 Cable Tipo Boa d 3/8" a tuberia de F°G° 2" Abrazadera para sujetar PASE DE TUBERIA Ø 2" Perno 1/4" x 2" Platina 2" x 1/4" DETALLE DE PENDOLAS Tapa Pre-Fabricada ø de 3/8" @ 0.15 - a/s Nivel aguas Maximo Nivel Aguas Minimo A A 3 d 1/2" d 3/8" Riel o tubo macizo de d 3" 5 Grapas Crosbi de 3/8" 5 Grapas Crosbi de 3/8" templador GRAPAS CROSBY DETALLE DE COLOCACION DE GRAPAS 5 5 5 5 Ø 1/2" @ 0.15 a.s. PLANTA DE ZAPATA ESCALA: 1/25 Concreto f'c=175 Kg/cm2 Concreto f'c=210 Kg/cm2 5 3 d 1/2" 2 d 1/2" 2 d 1/2" Pendolas F\U+00B0 Liso d 3/8\fArial|b0|i0|c238|p34;" @\fArial|b0|i0|c0|p34;1.00 \fArial|b0|i0|c238|p34;mts Cable Tipo Boa d 3/8" Tub. F\U+00BAG\U+00BA d 2" PASE AEREO - PLANTA ESCALA: 1:50 \A1;CODO 45° F°G° X 2" \A1;NIPLE DE FºGº 2"X 0.80m \A1;UPR PVC SAP 2" \A1;NIPLE DE FºGº 2"X2" 5 5 \A1;2.396 \A1;2.007 \A1;1.669 \A1;1.380 \A1;1.139 \A1;0.943 \A1;0.792 \A1;0.685 \A1;0.621 5 5 5 5 5 5 5 5 \A1;templador 5 \A1;CODO 45° F°G° X 2" \A1;NIPLE DE FºGº 2"X 0.80m \A1;UPR PVC SAP 2" \A1;NIPLE DE FºGº 2"X2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAMARA DE ANCLAJE TORRE DE SUSPENCION 5 5 JUNIO 2008 1:20 LML L.ML PLANO: UBICACION: · DEPARTAMENTO : CUSCO · PROVINCIA : LA CONVENCION · DISTRITO : ECHARATE · COMUNIDAD : CHAPO SANATARIATO BAJO PROYECTISTA: ING. DUNCAN SOTOMAYOR ITURRIAGA ESCALA: INDICADAS FECHA: JULIO - 2014 APROBACIÓN:\H1.5716x; \H0.96219x; \H0.92581x;DIVISIÓN DE SUPERVISIÓN DE ESTUDIOS \W0.69712; P R O Y E C \W0.69712; T O \W0.39682; LÁMINA: \W0.58730; \W0.31423; \W0.70000x;\T1.05000; \W0.31423; \W0.70000x;\T1.05000;PA-03 CAD: DEPI G E S T I O N 2 0 1 1 - 2 0 1 4 A L C A L D E : I N G. J O S É R I O S A L V A R E Z \W2.28587; INSTALACION DEL SISTEMA DE SANEAMIENTO BASICO INTEGRAL EN LA COMUNIDAD DE CHAPO \W2.28587; SANATARIATO BAJO, ZONAL PALMA REAL - DISTRITO DE ECHARATE - LA CONVENCION - CUSCO \W7.38022; \A1;PASE AEREO LC: FºGº Ø 2" X 20 ML. \W8.27225; \A1;PLANTA CORTE Y ESTRUCTURAS

Language	Spanish
Drawing Type	Block
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, block, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, pa, pass, pipe, supply, treatment plant, wasserversorgung, water