Plane Drinking Water Catchment DWG Detail for AutoCAD

Plane Drinking Water Catchment DWG Detail for AutoCAD

Plane detailed drinking water catchment.

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

level, Cut cut, Plant esc, Cut detail of perforated pipe, N.a., Pdte, N.a., Cut cut, Collection chamber, Pvc collector pipe, pending, Wall, Capturing scheme in bofedal, departure, Camera keys, Crowning trench, Bofedal, plant, Pvc transition detail, Collector pipe, Pvc couplet, Pvc adapter, Cc, Crowning trench, Stone, Selected gravel cm, Shifting stone wall, Stone, Waterproof plaster, Crowning trench, Common pvc pipe, Pvc pipe, departure, Strainer, Pza, security, sewer system, ventilation, Elbow fg, Pipe fg, Wrench, U.u. Fg, Fg couplet, Pvc adapter, Pipe fg, Pza, Pza, Pza, Pza, U.u. Fg, Tee fg, Wrench, Pvc pipe, Fg couplet, Pvc adapter, Pipe fg, Tee fg, Millimeter mesh, Pvc pipe, Padlock, Metal sanitary cover, Pza, metal lid, Location, Accessories sheet, detail, Cant, Unid., In, Overflow, Ref., entry, variable, Pipe collector pvc, Detail sanitary cover esc, anchorage, Hinges, Puller, anchorage, Detail metal cover esc, anchorage, Puller, Hinges, anchorage, characteristic, dosage, Resistance of cºaº, Bearing capacity of soil, Technical specifications, value, Shifter stone, Steel resistance, dosage, Coating walls slabs, Detail cover inspection camera esc, Records cm, Collector pipe, sheet:, draft:, District municipality of cairani, Management edil, consultant:, Location:, date:, Candarave tacna, Mayor: mr. Pedro pablo jinchuña flowers, flat:, January, Caesarian consortium, Improvement of potable water service in the c.p., Detail of abstraction of drinking water, Ancocala district of candarave province tacna, project manager:, Ing. Samuel eduardo amar antezana, C.i.p. No, scale:, Indicated

Raw text data extracted from CAD file:

NIVEL \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.60 \A1;0.15 \A1;2.15 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.90 \A1;0.15 \A1;0.60 \A1;0.15 \A1;0.90 \A1;0.25 \A1;0.12 \A1;0.90 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.65 \A1;1.10 \A1;0.60 \A1;0.70 \A1;0.60 \A1;1.00 \A1;0.20 \A1;L=variable \A1;0.20 \A1;0.20 \A1;1.30 \A1;2.15 \A1;0.60 \A1;0.12 \A1;30° \A1;0.15 \A1;H=variable \A1;0.20 \A1;0.90 \A1;0.08 \A1;1.10 \A1;0.12 \A1;0.08 \A1;L=variable \A1;0.60 \A1;0.60 \A1;1.30 \A1;0.87 \A1;0.60 \A1;0.87 \A1;0.80 \A1;> 0.15 \A1;0.53 \A1;0.20 \A1;0.20 \A1;\U+2264 0.6 cm CORTE A- A ESC 1:25 i 1% 5 5 5 5 5 5 PLANTA ESC 1:25 L=variable 5 5 5 5 5 5 5 i 1% i 1% 5 5 5 5 5 5 5 5 CORTE B -B DETALLE DE TUBERIA PERFORADA ESC 1:20 5 H=variable 5 5 5 5 N.A. 5 5 Pdte 2% 5 5 <> 5 N.A. 5 CORTE C-C ESC 1:25 Cámara Recolectora L=variable Tubería Colectora PVC d 6" Pendiente Muro C°C° ESQUEMA DE CAPTACION EN BOFEDAL Salida Rebose/Limpieza Cámara Llaves Zanja de Coronamiento Bofedal PLANTA 5 <> DETALLE TRANSICION PVC C-10 TUBERIA COLECTORA Copla PVC Adaptador PVC C-10 1 2 1 2 21 22 CºCº 1:3:3 50% Piedra desplazadora Zanja de Coronamiento Zanja de Coronamiento HoCo 1:3:3 50% Piedra desplazadora Grava seleccionada d 0.7 - 3 cm Muro C°C° 1:3:3 50% piedra desplazadora Ataguía HoCo 1:3:3 50% Piedra desplazadora Revoque Impermeable 5 5 5 Zanja de Coronamiento C C A A B B Tubería PVC Espiga Común Tubería PVC C-10 Salida Colador Br Pza 1 Seguridad Drenaje Ventilación Codo 90° FG Codo 90° FG Tubería FG Llave de paso Br (Cortina) U.U. FG Copla FG Adaptador PVC C-10 m m Tubería FG Pza Pza Pza Pza Pza Pza Pza Pza m Pza Pza m Pza Pza m2 m Pza Pza Pza U.U. FG Tee FG Llave de paso Br (Cortina) Tubería PVC Copla FG Adaptador PVC C-10 Tubería FG Tee FG Malla Milimétrica Tubería PVC Candado Br Tapa Sanitaria Metálica e=1/8" Pza Tapa Metálica e=1/8" 2 2 2 1 1 4 1 3 1 1 2 1 1 0.50 2 1 0.06 0.02 3 2 1 UBICACION PLANILLA DE ACCESORIOS DETALLE CANT. UNID. ø Pulg 3 16 20 17 18 14 11 10 8 9 7 5 1 2 4 6 12 13 15 19 22 Rebose y Limpieza Ref. 1 1 1 21 Entrada 23 7 13 15 20 12 10 11 14 4 5 6 9 3 13 20 21 23 12 10 11 7 4 5 6 5 5 1 5 m Variable Tubería Colector PVC 6 5 DETALLE TAPA SANITARIA ESC 1:20 Anclaje Bisagras d 1/2 x 2" Jalador Anclaje 5 5 22 5 DETALLE TAPA METALICA ESC 1:20 Anclaje Jalador Bisagras d 1/2 x 2" 21 5 23 5 8 5 9 3 15 14 21 18 17 16 19 > 0.15 10 5 Anclaje Anclaje 5 5 CARACTERISTICA Dosificación C°A° Resistencia del CºAº Capacidad portante del suelo ESPECIFICACIONES TECNICAS VALOR 2.50Kg/cm 1:3:3 50 % piedra desplazadora Resistencia acero Dosificación C°C° Dosificación C°S° 3 cm Recubrimiento paredes y losas 2 210 Kg/cm 2 4200 Kg/cm 2 1:2:3 1:3 DETALLE TAPA CAMARA DE INSPECCION ESC 1:20 5 5 5 22 21 \U+2264 0.6 cm Grava 0.7-3 cm Tubería colectora 5 3 LAMINA: PROYECTO: MUNICIPALIDAD DISTRITAL DE CAIRANI GESTION EDIL 2011-2014: CONSULTOR: UBICACION: FECHA: CAIRANI- CANDARAVE - TACNA ALCALDE: Sr. PEDRO PABLO JINCHUÑA FLORES PLANO: ENERO - 2013 CONSORCIO CAIRANI MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y ALCANTARRILLADO EN LOS C.P. YARAMBAMBA, AP-CAP-01 DETALLE DE CAPTACION DE AGUA POTABLE CALACAL, ANCOCALA Y CAIRANI, DISTRITO DE CAIRANI, PROVINCIA DE CANDARAVE - TACNA JEFE DE PROYECTO: ING. SAMUEL EDUARDO AMAR ANTEZANA C.I.P. Nº 11898 ESCALA: INDICADA

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, catchment, DETAIL, detailed, distribution, drinking, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, plane, supply, treatment plant, wasserversorgung, water