Deposits Type Intake DWG Block for AutoCAD

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

Datum elev, Group, Section, households, Sheet no, Beneficiaries:, flat:, Cajamarca, district:, scale:, province:, sector:, Department:, designer:, Indicated, reviewed, date:, approved:, Create alert, Supervising pronasar, Jaen, Pucará, White stick, draft:, Construction of the drinking water system basic sanitation of the town of palo blanco pucará jaen cajamarca, Individual bath plan biodigestor lt., Create alert, November, Esc., plant …, Technical specifications, concrete, Upper slab cms., Spills, Interior cms., Exterior cms., Pipe fittings, Valve housing: see corresponding drawing, Slab background cms., Walls cms., steel, Minimum coatings:, Overlaps, Long Minimum hook, Ground: f’c, Armed: f’c, Ground bearing capacity, perimeter fence, The reservoir will be enclosed min. With rows of, Wire of posts max., Leaving minimal between walls siege, Simple: f’c, Land improvement, Gravure layer, Layer of affirmed:, Independent input valves, Discharge dumps, Collection channel, Inlet holes cm cm, F’c concrete slabs with steel reinforcements cm, Output holes cm, departure, Cleaning valves, Improvement of the drinking water system installation of basic units, province, place, district, Department, Location, I love you, Samugari, the sea, flat:, design, Miccael, review:, date:, scale:, February, Sanitation in the district town of samugari the sea ayacucho, draft, Preparation of pre investment investment studies regio ayacucho lot viii, reference, Datum, Proces, Key plan, channel, rack, Metal, gate, Cold joint, section, scale:, section, scale:, general plant, scale:, section, Broken balconhuaycco, scale:, Protection fencing, Stone, maximum size, Dry set, Anchor bolts, Capturing grid, Just river, Cyclopean concrete, Fc, Just river, rack, Adduction box, Cleaning excesses, box of, Bar area, Dn mm pipe, Shoe structures, Cyclopean concrete, Fc, gate, scale:, Det. Gate plant, kind, Iron profiles, Rod guide, stem, framework, Metal iron, cut, scale:, Esc:, Det. Gate, kind, Rod guide, stem, framework, Metal iron, gate, natural terrain, Broken balconhuaycco, gate, Rod guide, stem, framework, Metal iron, gate, section, scale:, Rod guide, stem, framework, Metal iron, gate, Structural sections, scale:, Projection shoe, Improvement of the service of potable water installation of basic units, province, place, district, Department, Location, I love you, channel, Samugari, the sea, flat:, design, D.t., review:, date:, scale:, July, Indicated, Sanitation in the district town of samugari the sea ayacucho, draft, Preparation of pre investment investment studies regio ayacucho lot viii, reference, Datum, Proces, Bocatoma, Steel f’y, Technical specifications, concrete, steel, Simple f’c, Armed: f’c, Cyclopean f’c

Raw text data extracted from CAD file:

TP WV H Y D O S W S D GV W D Y H D DATUM ELEV 1.0 0 0 0.0 GROUP SECTION 10.0 10.0 0.0 45 VIVIENDAS LAMINA Nº S-01 BENEFICIARIOS: PLANO: CAJAMARCA DISTRITO: ESCALA: PROVINCIA: SECTOR: DEPARTAMENTO: PROYECTISTA: Indicada REVISADO Y FECHA: APROBADO: CONSORCIO CAXAMARCA SUPERVISION PRONASAR JAEN PUCARÁ PALO BLANCO PROYECTO: CONSTRUCCION DEL SISTEMA DE AGUA POTABLE Y SANEAMIENTO BASICO \W1.84302; DE LA LOCALIDAD DE PALO BLANCO – PUCARÁ – JAEN – \W1.84302; CAJAMARCA PLANO DE BAÑO INDIVIDUAL Y BIODIGESTOR DE 600 lt. CONSORCIO CAXAMARCA Noviembre – 2012 ESC. 1:XXX PLANTA … ESPECIFICACIONES TECNICAS CONCRETO Losa superior = 2 cms. TARRAJEOS Y DERRAMES Interior 1:1 e=2.0 cms. Exterior 1:5 e=1.5 cms. TUBERIA Y ACCESORIOS Caseta de Válvulas: ver plano correspondiente Losa de fondo = 4 cms. Muros = 2 cms. ACERO RECUBRIMIENTOS MINIMOS: TRASLAPES Ø 1/2″ = .50 m. Ø 3/8″ = .40 m. Ø 1/4″ = .30 m. Long. mínimo gancho = .15 m Solado: C° f’c = 100 Kg/cm C° ARMADO: f’c = 210 Kg/cm 2 2 =0.96 Kg/cm (Verificar en obra) CAPACIDAD PORTANTE TERRENO 2 t CERCO PERIMETRAL El reservorio irá cercado mín. con 5 hileras de alambre de puas y postes @ 1.50 m máx. dejando mínimo .60 m entre paredes y cerco C° SIMPLE: f’c = 175 Kg/cm 2 MEJORAMIENTO DE TERRENO Capa de Grava : 0.20m Capa de Afirmado: 0.10m Capa de Afirmado: 0.10m 0.20 1.00 3.70 1.30 0.20 0.20 0.20 0.50 0.50 1.05 3.45 0.20 0.20 0.50 0.20 0.95 0.20 0.30 0.20 0.95 0.20 1.20 0.02 0.20 0.02 0.20 0.02 0.02 0.20 0.02 0.50 \W0.46439; Valvulas de \W0.46439; Ingreso \W0.46439; independientes \W0.46439; Ø 1″ \W0.86915; Vertederos \W0.86915; de Salida \W0.86915; Vertederos \W0.86915; de Salida \W1.36914; Canal de \W0.36915; Recolección \W0.73066; B \W0.82590; A A \W0.73066; B \W0.75447; C -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 -252821.9352560714 \W1.79525; Orificios de \W1.79525; entrada ø1.5 \W1.79525; cm @ 0.10 cm \W4.75902; LOSAS DE CONCRETO \W3.85426; f’c 210 kg/cm2 e=7.5 \W0.42776; con refuerzos de acero ø 3/8″ \W0.42776; @ 0.1 cm \W1.33856; Orificios de \W1.33856; salida ø1.5 \W1.33856; cm -252821.9352560714 -252821.9352560714 SALIDA E E \W1.27391; VALVULAS \W1.27391; DE LIMPIA \W1.27391; Ø 6″ D D .60 1.70 .70 .40 11.00 1.90 8.45 2.00 .15 .20 8.45 .90 .70 .23 .60 .90 1.50 .30 .40 1.20 .50 1.85 1.00 1.60 .20 .45 .30 .65 .40 .50 .50 .35 1.90 2.55 .65 .40 .50 .35 .54 .70 .21 .15 .15 .44 21° 1.55 1.00 .88 1.60 4.00 .50 .35 2.00 2.02 .20 1.47 1.82 .50 1.85 1.00 .20 .50 1.60 2.55 4.00 1.50 .50 .20 1.70 \A1;.50 \A1;1.00 \A1;1.50 \A1;.30 \A1;0.15 \A1;.50 \A1;.75 \A1;0.15 \A1;0.15 \A1;.20 \A1;.20 .79 .48 .20 \A1;0.15 \A1;1.00 2.10 \A1;1.50 .30 .50 1.50 .20 .20 1.70 .20 .20 1.30 2.10 MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE E INSTALACION DE UNIDADES BASICAS PROVINCIA LUGAR DISTRITO DEPARTAMENTO UBICACION : AYACUCHO : SAMUGARI : LA MAR PLANO: DISEÑO : MICCAEL REVISION: FECHA: ESCALA: FEBRERO – 2013 1/3500 SANEAMIENTO (UBS) EN LA LOCALIDAD DE CANAL, DISTRITO DE SAMUGARI – LA MAR – AYACUCHO PROYECTO : ELABORACION DE ESTUDIOS DE PRE INVERSION E INVERSION REGIO AYACUCHO – LOTE VIII REFERENCIA : DATUM WGS84 PROCOES \W7.57660; PLANO CLAVE : CANAL \W0.60000x;PC-01 4.20 .90 1.31 5 5 5 5 5 5 5 5 5 5 1 1 2 2 5 5 5 5 5 5 Rejilla 3/4″ @ 1.25cm 5 5 5 Metalica Compuerta Junta Fría SECCION 2-2 ESCALA: 1/25 5 3 3 SECCION 3-3 ESCALA: 1/20 5 5 5 5 5 5 PLANTA GENERAL ESCALA: 1/50 5 5 5 5 SECCION 1-1 QUEBRADA BALCONHUAYCCO ESCALA: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 ENROCADO DE PROTECCION Piedra Tamaño mínimo = 0.50m. Tamaño máximo = 0.70m. Asentada en seco PERNOS DE ANCLAJE 1/2″ x 0.30 @ 0.50m. REJILLA DE CAPTACION PL 1/2″ x 1″; 2@1″ So río = 40 5 CONCRETO CICLÓPEO f’c = 210 kg/cm2 + 40% P.G. 5 5 5 5 5 5 5 5 5 5 So río = 40 5 5 Rejilla 3/4″ @ 1.25cm Caja de aduccion Limpieza y excesos Caja de captación, 5 ZONA DE BARRAJE 5 Tuberia DN 63 mm 5 5 5 5 5 5 3/8″ @ 0.20 1/2″ @ 0.15 3/8″ @ 0.20 3/8″ @ 0.15 ZAPATA ESTRUCTURAS 3/8″ @ 0.20 CONCRETO CICLÓPEO f’c = 175 kg/cm2 + 40% P.G. 1/2″ @ 0.15 5 5 Compuerta Compuerta So = 10 % 5 5 5 5 ESCALA: 1/20 DET. PLANTA COMPUERTA TIPO – 2 0.15 0.15 PERFILES DE HIERRO (Bronce) GUIA DE VASTAGO VASTAGO d5/8″ MARCO 2″x2″x3/16″ e=1/4″ PLANCHA METALICA 5 5 5 CORTE 4 – 4 ESCALA: 1/20 5 0.15 ESC: 1/20 5 5 DET. DE COMPUERTA 4 4 TIPO – 2 (Bronce) GUIA DE VASTAGO VASTAGO d5/8″ MARCO 2″x2″x3/16″ e=1/4″ PLANCHA METALICA 5 5 Compuerta TERRENO NATURAL TERRENO NATURAL (ROCA) (ROCA) QUEBRADA BALCONHUAYCCO 5 5 5 Compuerta 0.15 5 5 (Bronce) GUIA DE VASTAGO VASTAGO d5/8″ MARCO 2″x2″x3/16″ e=1/4″ PLANCHA METALICA 5 5 5 Compuerta Compuerta 5 5 SECCION 5-5 ESCALA: 1/20 So = 10 % 5 5 5 5 (Bronce) GUIA DE VASTAGO VASTAGO d5/8″ MARCO 2″x2″x3/16″ e=1/4″ PLANCHA METALICA 5 5 5 5 Compuerta Compuerta SECCION 5-5 ESTRUCTURAS ESCALA: 1/20 ESCALA: 1/20 3/8″ @ 0.20 1/2″ @ 0.15 3/8″ @ 0.20 3/8″ @ 0.15 3/8″ @ 0.20 1/2″ @ 0.15 3/8″ @ 0.20 3/8″ @ 0.15 3/8″ @ 0.20 3/8″ @ 0.20 PROYECCION ZAPATA PROYECCION ZAPATA PROYECCION ZAPATA 5 5 5 MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE E INSTALACION DE UNIDADES BASICAS PROVINCIA LUGAR DISTRITO DEPARTAMENTO UBICACION : AYACUCHO CANAL : SAMUGARI : LA MAR PLANO: CAP-01 DISEÑO : D.T. REVISION: FECHA: ESCALA: JULIO del 2013 INDICADA SANEAMIENTO (UBS) EN LA LOCALIDAD DE CANAL, DISTRITO DE SAMUGARI – LA MAR – AYACUCHO PROYECTO : ELABORACION DE ESTUDIOS DE PRE INVERSION E INVERSION REGIO AYACUCHO – LOTE VIII REFERENCIA : DATUM WGS84 PROCOES BOCATOMA Acero f’y = 4200 Kg/cm ESPECIFICACIONES TECNICAS CONCRETO ACERO C° SIMPLE f’c = 140 Kg/cm C° ARMADO: f’c =175 Kg/cm 2 2 2 C° CICLOPEO f’c = 210, 175 Kg/cm 2 + 40% PG