Irrigation Channel DWG Block for AutoCAD

Irrigation Channel DWG Block for AutoCAD

Channel design plants and profiles; bocataoma; desarenador

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

Sluice gate, Bypass gate, Water direction, Of e.g., Protection with, Similar boulder of mts, Cast with, Card type, Concrete slab, Cm., Walls, floors, covering, Simple concrete kg p.g., Simple concrete, Barrage, Channeling walls, Channel start, Quota, Channel of rectangular section, Canal floor, Existing structure, Projected structure, Protection is projected with, Similar boulder of mts, E.g., Terrain profile, Channel axis, Bm painted with red paint, On rock, E.g., In e.g., Existing damper, Catchment window, Stone enrrocado protection, Protection with, Similar boulder of mts, steel, Protection with, Similar boulder of mts, steel, Protection with, Similar boulder of mts, Protection with, Similar boulder of mts, Bar level, cut, scale:, cut, steel, scale:, plant, Of e.g., Ground level, Direction of flow, Concrete slab, Concrete channel shaft, Of e.g., Stone enrrocado protection, Of e.g., Protection with, Similar boulder of mts, draft:, Construction of the system of conduction conduction for irrigation water for the agricultural area calera spring of the districts of yarabamba province region arequipa, Irrigation committee, architect, Arq. Elcar alfredo manrique sosa, data, chap., the more, Arq., sheet, Owners, drawing:, date:, February, address:, Create alert, Jlmt, flat:, general plant, steel, Cut bar detail, scale:, Even more, Metal gate, Bar level, Slab of maneuvers, Catchment window, Protection wall, The maneuver, Metal gate, Bar level, Slab of maneuvers, Catchment window, Protection wall, The maneuver, Cut bar detail, scale:, steel, Cut bar detail, scale:, Even more, E.g., Catchment window, steel, Cut bar detail, scale:, Even more, Cut bar detail, scale:, Barrage, Detail, scale:, The maneuver, scale:, Nagulos of the whole frame, Stem of, Wires pul. Axle shaft of, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Stem of, Smooth iron handle with a diameter of cm., Nut tip. Thread system hub, Nagulos of the whole frame, Metalic, Wires pul. Axle shaft of, Metal sheet, Window cleaning, scale:, Capture window, scale:, Of p.m., Direction of flow, Of p.m., Reinforced concrete wall, The maneuver, Bypass gate, Card type, Protection with, Corner of, Floor plan, scale:, Bypass channel, Reinforced concrete wall, Window, Clean, Stone masonry, Of p.m., Stone masonry, Last yarabamba, Punching with grounding to stable ground, Corner of, distribution channel, Punching with grounding to stable ground, Corner of, Cut scale, Shredder, Plant scale, Metal, Clean channel, Transition zone, Income channel, Decantation zone, Cargo chamber, Cut scale, Cut scale, Metal, detail, detail, Water stop, Water stop, Seal with material, Teknoport, Seal with material, Teknoport, your B. Hdpe sdr, Scale detail, Cut scale, Metal, detail, detail, detail, Water stop, Water stop, Seal with material, Teknoport, Seal with material, Teknoport, Mobile phone, Super welding, Platinum, Ironing board, Angular iron of, Esc., Worm faith, Inch thread nut, Mobile phone, Fºgº tube, Reinforcement angular, Gate detail, Circular cover of welded hinge plate, Black iron protection tube, Channel of folded iron of, Inch worm, Inch thread nut, Tube of protection to the worm fºgº, Double angle frame, Hinged iron hinge, Worm head in die form, Longitudinal profile of km scale h: scale v:, Cut scale, Longitudinal profile of km scale h: scale v:, Technical specifications, concrete:, Reinforced concrete:, Metal gate with angle of, gate, Tarrajeo with waterproofing sika in contact with water, Pvc pipe uf, pipeline, Water stop joint, dilatation meeting, Output channel, Cut scale, Income channel, Metal, Cargo chamber, Decantation zone, Transition zone, detail, Output channel, Property of heirs of aurelio palo rosa rivera, Prop. Mr. Senon, Property of the district municipality of mollebaya, Quequezana zegarra, Mollebaya taurodrome, football field, pool, Mollebaya taurodrome, Sent., Deflex., Tang., radio, L.c., Ext., P.c., pi., P.t., East, north, Horizontal curves frame, Der, Department, province, district, location :., Location of public investment project:, Cajabamba, Chucruquio, Provincial municipality of cajabamba, description:, sheet:, draft:, date, Cross sections, scale:

Raw text data extracted from CAD file:

\A1;2.15 \A1;0.30 \A1;7.00 \A1;0.30 \A1;0.80 \A1;0.85 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.50 \A1;0.20 \A1;0.70 \A1;0.50 \A1;2.50 \A1;0.30 \A1;0.30 \A1;7.00 \A1;0.80 \A1;0.60 \A1;2.10 \A1;6.60 \A1;4.60 \A1;2.50 \A1;0.65 \A1;6.04 \A1;0.30 \A1;0.90 \A1;1.50 \A1;0.14 \A1;0.30 \A1;28.99 \A1;0.60 \A1;8.73 \A1;0.30 \A1;0.90 \A1;1.50 \A1;0.14 \A1;0.30 \A1;28.99 \A1;0.30 \A1;7.00 \A1;0.30 \A1;0.80 \A1;0.85 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.50 \A1;0.20 \A1;0.70 \A1;0.50 \A1;2.50 \A1;0.30 \A1;0.30 \A1;7.00 \A1;7.60 \A1;1.20 \A1;3.00 \A1;15.00 \A1;0.90 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.60 \A1;1.60 \A1;1.60 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.25 \A1;0.60 \A1;1.60 \A1;0.60 \A1;0.60 \A1;4.80 \A1;0.50 \A1;2.10 \A1;13.73 \A1;0.30 \A1;0.50 \A1;1.60 \A1;0.80 \A1;0.80 \A1;0.40 \A1;0.15 \A1;14.53 \A1;0.95 \A1;0.70 \A1;0.50 \A1;8.74 \A1;8.04 \A1;0.30 \A1;0.72 \A1;4.81 Compuerta de Limpia Compuerta de derivacion -73.80943237335242 Dirección del Agua C° f'c=140 kg/cm2 +30% DE P.G. Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts canto rodado o similar ø de 15" e= 0.50 mts Enrocado con tipo tarjeta tipo tarjeta Losa de concreto 5 cm. 3 cm. Muros Pisos RECUBRIMIENTO E S P E C I F I C A C I O N E S T E C N I C A S Concreto simple 140 kg + 30% P.G. Concreto simple 140 kg.+ 30% P.G Barraje Muros de Encauzamiento Inicio de Canal Cota = 4184.00 Canal de Sección rectangular Piso Canal ESTRUCTURA EXISTENTE ESTRUCTURA PROYECTADA Se proyecta enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts C° f'c=140 kg/cm2 +30% P.G. A A B B C C PERFIL DEL TERRENO Eje de canal BM pintado con pintura roja sobre roca = 4185.00 C° f'c=140 kg/cm2 +30% P.G. en C° f'c=140 kg/cm2 +30% P.G. Compuerta Existente Compuerta Existente Ventana de captación D D Proteccion de Enrrocado de Piedra Proteccion de Enrrocado de Piedra -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 \A1;0.60 9.75 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 Acero D=1/2"@0.20 -73.80943237335242 -73.80943237335242 Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts 1.50 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 Acero D=1/2"@0.20 -73.80943237335242 -73.80943237335242 -73.80943237335242 Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts 8.45 -73.80943237335242 -73.80943237335242 -73.80943237335242 15.00mts 20.00 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 Nivel de Barraje Nivel de Barraje -73.80943237335242 -73.80943237335242 9.00 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 CORTE B-B CORTE D-D Escala: 1/50 CORTE C-C CORTE A-A Acero D=1/2"@0.20 Escala: 1/50 Escala: 1/50 Escala: 1/50 Escala: 1/75 PLANTA -73.80943237335242 -73.80943237335242 -73.80943237335242 -73.80943237335242 C° f'c=140 kg/cm2 +30% DE P.G. -73.80943237335242 Nivel de Terreno DIRECCION DEL FLUJO Losa de concreto EJE DEL CANAL DE CONCRETO EJE DEL CANAL DE CONCRETO C° f'c=140 kg/cm2 +30% DE P.G. Proteccion de Enrrocado de Piedra C° f'c=140 kg/cm2 +30% DE P.G. Enrocado de protección con canto rodado o similar ø de 15" e= 0.50 mts -73.80943237335242 -73.80943237335242 PROYECTO: \W0.55483; CONSTRUCCION DEL SISTEMA DE CAPATACION \W0.55483; Y CONDUCCION PARA AGUA DE REGADIO PARA \W0.55483; LA ZONA AGRICOLA MANANTIAL Y CALERA DE \W0.55483; LOS DISTRITOS DE YARABAMBA - SOCABAYA, \W0.55483; PROVINCIA Y REGION AREQUIPA COMISION DE REGANTES ARQUITECTO ARQ. ELCAR ALFREDO MANRIQUE SOSA DATOS C A P 8128 CAP. 8128 \W1.58344; ELMAS \W7.04815; Arq. \W1.72630; A-002 \W1.58344; LAMINA PROPIETARIOS DIBUJO: FECHA: FEBRERO 2015 DIRECCION: LAVADERO - RIO YARABAMBA JLMT PLANO: PLANTA GENERAL \A1;0.30 \A1;1.35 \A1;1.00 \A1;1.50 \A1;2.00 \A1;0.90 \A1;2.00 \A1;1.00 \A1;8.39 \A1;0.84 \A1;0.31 \A1;0.69 \A1;0.30 \A1;2.02 \A1;0.70 \A1;1.59 \A1;0.30 \A1;1.20 \A1;0.30 \A1;0.99 \A1;4.90 Acero D=1/2"@0.25 0.35 DETALLE BARRAJE CORTE B-B Escala: 1/50 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 -571.5465968933797 COTA 3929.64 msnm COTA 3929.94 msnm \A1;0.20 \A1;0.78 \A1;0.52 \A1;0.65 \A1;0.52 \A1;3.45 \A1;0.39 \A1;1.40 \A1;1.20 \A1;0.45 \A1;0.40 \A1;1.20 \A1;0.40 \A1;0.30 \A1;0.45 \A1;0.20 \A1;0.78 \A1;0.52 \A1;0.65 \A1;0.52 \A1;1.23 \A1;1.04 \A1;0.20 \A1;0.16 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.90 \A1;1.05 \A1;0.60 \A1;0.75 \A1;8.30 \A1;0.75 \A1;0.65 \A1;1.75 \A1;0.15 \A1;0.58 \A1;3.13 \A1;2.00 \A1;0.90 \A1;8.40 \A1;1.40 \A1;0.50 \A1;1.90 \A1;1.90 \A1;1.70 \A1;2.30 \A1;0.70 \A1;0.30 \A1;0.70 \A1;0.39 \A1;0.39 \A1;0.79 \A1;0.98 \A1;1.04 \A1;0.65 \A1;0.26 \A1;0.39 \A1;0.20 \A1;1.69 \A1;1.07 \A1;0.86 \A1;0.20 \A1;0.84 \A1;1.05 \A1;7.80 \A1;0.70 \A1;0.60 \A1;1.40 \A1;0.30 \A1;8.30 \A1;0.25 \A1;1.70 \A1;0.60 \A1;0.30 \A1;1.50 \A1;2.00 \A1;1.00 \A1;0.83 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.30 \A1;1.20 \A1;0.30 \A1;0.50 \A1;0.85 \A1;1.59 \A1;0.30 \A1;0.30 \A1;0.65 \A1;0.40 \A1;2.15 \A1;0.25 \A1;2.55 \A1;0.80 \A1;0.60 \A1;1.65 \A1;1.35 \A1;1.50 \A1;2.00 \A1;0.90 \A1;2.00 \A1;1.00 \A1;0.84 \A1;0.31 \A1;0.69 \A1;0.30 \A1;2.02 \A1;1.59 \A1;0.30 \A1;1.20 \A1;4.90 \A1;0.20 \A1;1.50 \A1;0.30 \A1;0.50 \A1;0.30 \A1;9.40 \A1;0.90 \A1;3.00 \A1;14.90 \A1;2.00 \A1;4.00 \A1;1.50 \A1;4.00 \A1;4.00 \A1;2.00 \A1;10.00 \A1;0.50 \A1;0.50 \A1;3.00 \A1;4.00 \A1;8.30 \A1;0.50 \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.65 \A1;0.78 \A1;1.30 \A1;0.20 \A1;0.20 \A1;0.33 \A1;0.33 \A1;0.39 \A1;0.20 \A1;0.52 \A1;1.00 0.00 5.00 2399.50 2404.50 2403.50 2402.50 2401.50 2400.50 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 2400.00 2401.00 2402.00 2403.00 2404.00 11.00 12.00 Compuerta metalica NIVEL DE BARRAJE Losa de Maniobras Ventana de captación Muro de proteccion Losa maniobra 13.00 14.00 0.00 5.00 1.00 2.00 3.00 4.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 2399.50 2404.50 2403.50 2402.50 2401.50 2400.50 2400.00 2401.00 2402.00 2403.00 2404.00 Compuerta metalica NIVEL DE BARRAJE Losa de Maniobras 5 5 Ventana de captación Muro de proteccion Losa maniobra DETALLE BARRAJE CORTE A-A Escala: 1/40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Acero D=1/2"@0.25 0.35 DETALLE BARRAJE CORTE B-B Escala: 1/50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COTA 3929.64 msnm COTA 3929.94 msnm C° f'c=175 kg/cm2 +30% P.G. Ventana de captación 5 Acero D=1/2"@0.25 DETALLE BARRAJE CORTE D-D Escala: 1/50 0.30 5 5 5 5 5 5 5 5 COTA 3929.64 msnm 5 5 5 5 5 5 DETALLE BARRAJE CORTE C-C Escala: 1/25 5 5 5 5 5 5 5 Barraje 5 5 5 5 5 Ø DE 1/2" @ 0.25 DETALLE MURO BARRAJE Escala: 1/20 5 5 5 5 5 5 5 Ø DE \S3/8;" @ 0.20 F'c= 175 kg/cm2 LOSA MANIOBRA Escala: 1/20 5 02 nagulos de 2"x2" e= \S1/4;" todo el marco Vastago de 1\S1/2;" 4 Hilos x Pul. eje Vastago de 1\S1/2;" Timon Fierro Liso Ø de 1\S1/2;" con diametro de 30 cm. Tuerca Tip. Maza de 5" Sistema de Hilo Vastago de 1\S1/2;" Timon Fierro Liso Ø de 1\S1/2;" con diametro de 30 cm. Tuerca Tip. Maza de 5" Sistema de Hilo 02 nagulos de 2"x2" e= \S1/4;" todo el marco \A1;Plancha Metalica de e= \S1/8;" 4 Hilos x Pul. eje Vastago de 1\S1/2;" 5 1.20 0.45 5 1.20 5 \A1;0.20 5 Plancha Metalica de e= \S1/4;" 0.45 VENTANA DE LIMPIA Escala: 1/20 VENTANA DE CAPTACION Escala: 1/20 0.5 1 0.5 1 5 5 5 5 5 5 Ø 3/8" @ 0.25 5 5 5 RC RC 0.5 1 0.5 1 5 5 5 5 5 5 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 Ø de 5/8" @ 0.25 Ø de 1/2" @ 0.30 5 5 Ø 3/8" @ 0.25 5 5 5 5 5 5 5 5 RC 5 5 5 A1-1/50 A1-1/40 5 C° f'c=175 kg/cm2 +30% DE P.M. C° f'c=175 kg/cm2 +30% DE P.M. 5 5 DIRECCION DEL FLUJO C° f'c=175 kg/cm2 +30% DE P.M. Muro de concreto Armado Losa maniobra Compuerta de derivacion tipo tarjeta Enrocado de protección con canto rodado de 15" e= 0.50 m PLANO DE PLANTA CAPTACION Escala: 1/50 A A B B S=1.5 CANAL DE DERIVACION Muro de concreto Armado Ventana de Limpia 5 D D C C Mamposteria de piedra 5 5 5 5 5 5 5 C° f'c=175 kg/cm2 +30% DE P.M. Mamposteria de piedra 5 0/00 5 R I O POSTRERO - YARABAMBA A1-1/50 5 5 5 5 5 5 \A1;3.00 Encausamiento con Enrocado Hasta Terreno Estable canto rodado de 60" D= .5 m 5 5 5 5 0 3/8 @ 0.25 5 Escala:1/20 CANAL DE DISTRIBUCION 0 3/8 @ 0.25 0 3/8 @ 0.25 0 3/8 @ 0.25 5 5 5 5 5 5 5 5 5 5 5 5 Encausamiento con Enrocado Hasta Terreno Estable canto rodado de 60" D= .5 m \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.50 \A1;0.87 \A1;0.15 \A1;1.54 \A1;0.15 \A1;0.15 \A1;1.50 \A1;0.10 \A1;2.20 \A1;0.50 \A1;0.15 \A1;0.75 \A1;0.55 \A1;0.15 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.14 \A1;0.14 \A1;4" \A1;4" \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.50 \A1;2.20 \A1;0.75 \A1;2.50 \A1;0.50 \A1;0.50 \A1;1.84 \A1;0.80 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.20 \A1;0.15 \A1;1.50 \A1;0.10 \A1;2.20 \A1;0.50 \A1;0.15 \A1;0.75 \A1;0.55 \A1;0.15 \A1;2.50 \A1;157.0° \A1;157.0° 4" 4" .15 .15 .15 \A1;0.50 \A1;0.05 \A1;0.50 \A1;0.05 \A1;0.76 \A1;0.05 \A1;0.15 \A1;0.87 \A1;0.15 \A1;1.54 \A1;0.50 \A1;0.50 \A1;1.84 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.85 \A1;0.15 \A1;0.15 \A1;4.65 \A1;0.85 \A1;0.50 \A1;2.00 \A1;0.15 \A1;0.50 \A1;0.10 \A1;1.10 \A1;0.15 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.50 \A1;0.75 \A1;0.50 \A1;0.76 \A1;2.01 \A1;4.65 \A1;2.18 \A1;0.50 5 \W5.13958; CORTE C-C \W5.13958; ESCALA 1:25 \A1;F'c = 175 Kg/cm² \A1;Ø 3/8" @ 0.20 \A1;Ø 3/8" @ 0.20 5 5 5 DESARENADOR \W4.97026; PLANTA ESCALA 1:50 \A1;Compuerta Metalica 0.50x0.50 e=1/8" \W2.05539; CANAL DE \W2.05539; LIMPIA \W3.31957; ZONA DE \W3.31957; TRANSICION \W2.05539; CANAL DE \W2.05539; INGRESO \W7.72124; ZONA DE \W7.72124; DECANTACION Q = 30 l/s A A B B C C D D \W4.75861; CAMARA DE \W4.75861; CARGA 5 5 5 \W5.13700; CORTE D-D \W3.55324; ESCALA 1:25 \A1;F'c = 175 Kg/cm² 5 5 5 5 5 5 5 5 CORTE B-B ESCALA 1:25 \A1;Compuerta Metalica 0.40x0.40 e=1/8" \A1;F'c = 175 Kg/cm² \A1;F'c = 175 Kg/cm² \A1;F'c = 175 Kg/cm² \A1;Ø 3/8" @ 0.20 \A1;Ø 3/8" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 DETALLE 01 ESCALA:1/20 DETALLE 02 ESCALA:1/20 Water Stop 4" 5 4" Water Stop 4" Sello con material Elastomerico-Poliuretano Teknoport 4" 5 Sello con material Elastomerico-Poliuretano Teknoport 5 5 5 5 5 \A1;F'c = 175 Kg/cm² \W9.79381; TUB. HDPE SDR 32 Ø 450MM 5 5 5 \A1;F'c = 175 Kg/cm² \A1;F'c = 175 Kg/cm² 5 5 5 5 DETALLE 3 Y 4 ESCALA 1:25 5 1965 1970 1975 1980 1985 0+005 1976.10 1976.099 5 5 5 CORTE B-B ESCALA 1:25 \A1;Compuerta Metalica 0.50x0.50 e=1/8" \A1;F'c = 175 Kg/cm² \A1;F'c = 175 Kg/cm² \A1;F'c = 175 Kg/cm² \A1;Ø 3/8" @ 0.20 \A1;Ø 3/8" @ 0.20 5 5 5 5 5 5 5 \A1;F'c = 175 Kg/cm² DETALLE 01 5 5 DETALLE 01 ESCALA:1/10 DETALLE 02 ESCALA:1/10 Water Stop 4" 5 4" Water Stop 4" Sello con material Elastomerico-Poliuretano Teknoport 4" 5 Sello con material Elastomerico-Poliuretano Teknoport 5 \W1.24485; PLANCHA MOVIL Fe ESPESOR 1/8" SOLDADURA \W1.99485; SUPERCITO PLATINA DE 1"x3/8" PLANCHA DE 1/8" FIERRO ANGULAR \W8.36082; DE 2"x2"x1/8" ESC. 1:25 GUSANO Fe 1 1/2" TUERCA DE Ø 2 1/2"x2" \W6.17010; 4 HILOS / PULGADA \W1.24485; PLANCHA MOVIL Fe ESPESOR 1/8" TUBO DE FºGº Ø 2 1/2" \W8.68557; REFUERZO FIERRO ANGULAR DE 2"x2"x1/8" DETALLE DE COMPUERTA 5 5 5 5 5 5 TAPA CIRCULAR DE PLANCHA \W1.60309; DE 1/4" Y BISAGRA SOLDADA \W7.10567; TUBO DE PROTECCION DE FIERRO NEGRO DE 4"x4"x3mm CANAL "U" DE PLANCHA DOBLADA \W7.44931; DE 1/8" DE 3/4"x2"x1/8" GUSANO DE Ø 1 1/2" \W1.17268; 4 HILOS / PULGADA TUERCA DE Ø 2 1/2"x2" \W6.17010; 4 HILOS / PULGADA \W8.77835; TUBO DE PROTECCION AL GUSANO Ø 2 1/2"DE FºGº MARCO ANGULO DOBLE \W8.19974; 1/8"x 1/8"x 3/4" \W9.29381; BISAGRA DE FIERRO SOLDADO \W9.91559; CABEZA DEL GUSANO \W3.02835; EN FORMA DE DADO PERFIL LONFITUDINAL DEL EJE2 KM 0+000 - 0+007 ESCALA H: 1/100 ESCALA V: 1/100 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 0+005 1979.08 1979.080 5 \W5.13958; CORTE C-C \W5.13958; ESCALA 1:25 \A1;F'c = 175 Kg/cm² \A1;Ø 3/8" @ 0.20 \A1;Ø 3/8" @ 0.20 5 5 5 5 5 5 \A1;F'c = 175 Kg/cm² \A1;F'c = 175 Kg/cm² PERFIL LONFITUDINAL DEL EJE4 KM 0+000 - 0+018 ESCALA H: 1/100 ESCALA V: 1/100 1974 1975 1976 1977 1978 1979 0+005 1975.27 1975.270 0+010 1975.29 1975.291 0+015 1976.01 1976.008 5 5 5 5 5 ESPECIFICACIONES TECNICAS CONCRETO: - Concreto Armado: f'c=175 Kg/cm² (Muro y losa) - Compuerta Metalica 0.50x0.50 de 1/8" con angulo de 1/8"x3/4" COMPUERTA - Tarrajeo con Impermeabilizante Sika en contacto con agua - Tuberia PVC UF S20 TUBERIA - Junta Water Stop 4" JUNTA DE DILATACIÓN 5 5 5 5 CANAL DE SALIDA 5 5 \A1;0.15 5 \A1;0.15 5 CORTE A-A ESCALA 1:50 CANAL DE INGRESO \A1;Compuerta Metalica 0.50x0.50 e=1/8" \A1;F'c = 175 Kg/cm² \A1;F'c = 175 Kg/cm² \A1;Ø 3/8" @ 0.20 \A1;Ø 3/8" @ 0.20 \A1;Ø 3/8" @ 0.20 \A1;F'c = 175 Kg/cm² \A1;F'c = 175 Kg/cm² \A1;Ø 3/8" @ 0.20 5 5 5 5 5 5 5 CAMARA DE CARGA \W2.26072; ZONA DE \W2.26072; DECANTACION \W2.64951; ZONA DE \W2.64951; TRANSICION DETALLE 02 5 5 5 5 5 5 5 \A1;0.10 CANAL DE SALIDA 5 PROPIEDAD DE HEREDEROS DE AURELIO PALO Y ROSA RIVERA PROP. SR. SENON PROPIEDAD DE LA MUNICIPALIDAD DISTRITAL DE MOLLEBAYA QUEQUEZANA ZEGARRA TAURODROMO DE MOLLEBAYA P A S A J E H U E R T A S CAMPO DE FUTBOL P A S A J E H U E R T A S PISCINA TAURODROMO DE MOLLEBAYA N-8168500 C N° Sent. Deflex. TANG. RADIO L.C. Ext. P.C. P.I. P.T. ESTE NORTE CUADRO DE CURVAS HORIZONTALES 1 DER 0º00'00'' 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 \A1;0.4500 \A1;0.8400 0+000.00 2882 2883 2884 CT=2882.86 CR=2882.56 0+020.00 2882 2883 2884 CT=2883.32 CR=2882.56 0+040.00 2882 2883 2884 CT=2882.54 CR=2882.55 0+060.00 2882 2883 2884 CT=2882.36 CR=2882.55 0+070.00 2881 2882 2883 2884 CT=2882.65 CR=2882.54 0+080.00 2881 2882 2883 2884 CT=2882.54 CR=2882.53 0+090.00 2881 2882 2883 2884 CT=2882.42 CR=2882.51 0+100.00 2881 2882 2883 2884 CT=2882.41 CR=2882.48 0+110.00 2881 2882 2883 2884 CT=2882.23 CR=2882.45 0+120.00 2881 2882 2883 2884 CT=2882.34 CR=2882.42 0+130.00 2881 2882 2883 2884 CT=2881.95 CR=2882.38 0+140.00 2881 2882 2883 2884 CT=2882.03 CR=2882.33 0+160.00 2881 2882 2883 2884 CT=2882.68 CR=2882.22 0+170.00 2881 2882 2883 2884 CT=2882.25 CR=2882.16 0+180.00 2881 2882 2883 2884 CT=2881.89 CR=2882.09 0+200.00 2881 2882 2883 2884 CT=2881.92 CR=2881.94 0+230.00 2880 2881 2882 2883 CT=2881.81 CR=2881.61 0+240.00 2880 2881 2882 2883 CT=2881.70 CR=2881.46 0+260.00 2880 2881 2882 2883 CT=2881.16 CR=2881.07 0+280.00 2880 2881 2882 CT=2880.67 CR=2880.58 0+310.00 2879 2880 2881 CT=2879.94 CR=2879.61 0+320.00 2878 2879 2880 2881 CT=2879.40 CR=2879.22 0+330.00 2878 2879 2880 CT=2878.81 CR=2878.80 0+340.00 2877 2878 2879 CT=2878.15 CR=2878.35 0+360.00 2876 2877 2878 CT=2877.27 CR=2877.34 0+380.00 2876 2877 CT=2876.23 CR=2876.32 0+400.00 2875 2876 2877 CT=2875.20 CR=2875.50 0+410.00 2875 2876 CT=2875.12 CR=2875.15 0+420.00 2874 2875 2876 CT=2874.64 CR=2874.85 0+450.00 2873 2874 2875 CT=2873.84 CR=2874.18 0+460.00 2873 2874 2875 CT=2874.12 CR=2873.98 0+470.00 2873 2874 2875 CT=2873.17 CR=2873.77 0+480.00 2873 2874 2875 CT=2873.46 CR=2873.57 0+500.00 2872 2873 2874 CT=2873.16 CR=2873.15 0+510.00 2872 2873 2874 CT=2872.88 CR=2872.95 0+540.00 2872 2873 CT=2872.46 CR=2872.33 0+580.00 2871 2872 2873 CT=2871.45 CR=2871.51 0+590.00 2870 2871 2872 2873 CT=2871.26 CR=2871.30 0+600.00 2870 2871 2872 CT=2871.62 CR=2871.09 0+610.00 2870 2871 2872 CT=2871.56 CR=2870.89 0+620.00 2870 2871 2872 CT=2870.46 CR=2870.67 0+630.00 2870 2871 2872 CT=2870.43 CR=2870.43 0+640.00 2869 2870 2871 CT=2869.93 CR=2870.16 0+650.00 2869 2870 2871 CT=2869.83 CR=2869.85 0+660.00 2869 2870 2871 CT=2870.07 CR=2869.51 0+680.00 2868 2869 2870 CT=2869.17 CR=2868.74 0+690.00 2868 2869 2870 CT=2868.80 CR=2868.31 0+710.00 2867 2868 2869 CT=2867.95 CR=2867.34 0+720.00 2866 2867 2868 2869 CT=2867.73 CR=2866.81 0+730.00 2866 2867 2868 CT=2866.81 CR=2866.25 0+750.00 2864 2865 2866 CT=2865.00 CR=2865.03 0+760.00 2864 2865 2866 CT=2864.13 CR=2864.38 0+770.00 2863 2864 2865 CT=2863.72 CR=2863.72 0+780.00 2862 2863 2864 CT=2862.45 CR=2863.23 0+800.00 2862 2863 2864 CT=2862.37 CR=2862.76 0+810.00 2862 2863 2864 CT=2862.36 CR=2862.63 0+820.00 2862 2863 2864 CT=2862.18 CR=2862.49 0+840.00 2862 2863 2864 CT=2862.38 CR=2862.21 0+860.00 2861 2862 2863 CT=2862.35 CR=2861.93 0+880.00 2861 2862 2863 CT=2861.68 CR=2861.65 0+890.00 2860 2861 2862 2863 CT=2861.22 CR=2861.51 0+900.00 2860 2861 2862 2863 CT=2861.21 CR=2861.38 0+910.00 2860 2861 2862 CT=2861.14 CR=2861.24 0+920.00 2860 2861 2862 CT=2860.90 CR=2861.10 0+960.00 2859 2860 2861 2862 CT=2860.43 CR=2860.54 0+980.00 2859 2860 2861 CT=2860.30 CR=2860.26 0+990.00 2859 2860 2861 CT=2860.17 CR=2860.13 1+000.00 2859 2860 2861 2862 CT=2859.86 CR=2859.98 1+020.00 2859 2860 2861 CT=2859.33 CR=2859.66 1+030.00 2858 2859 2860 2861 CT=2859.61 CR=2859.48 1+050.00 2858 2859 2860 2861 CT=2859.53 CR=2859.08 1+060.00 2858 2859 2860 2861 CT=2859.31 CR=2858.86 1+070.00 2858 2859 2860 CT=2858.94 CR=2858.63 1+080.00 2858 2859 2860 CT=2858.73 CR=2858.38 1+100.00 2857 2858 2859 CT=2857.95 CR=2857.85 1+120.00 2856 2857 2858 2859 CT=2857.13 CR=2857.26 1+130.00 2856 2857 2858 2859 CT=2856.87 CR=2856.95 1+140.00 2855 2856 2857 2858 CT=2856.51 CR=2856.62 1+150.00 2855 2856 2857 2858 CT=2856.49 CR=2856.35 1+160.00 2855 2856 2857 2858 CT=2856.49 CR=2856.26 1+170.00 2855 2856 2857 2858 CT=2856.36 CR=2856.18 1+180.00 2855 2856 2857 2858 CT=2856.24 CR=2856.10 1+210.00 2855 2856 2857 CT=2855.84 CR=2855.86 1+220.00 2855 2856 2857 CT=2855.56 CR=2855.78 1+240.00 2855 2856 2857 CT=2855.53 CR=2855.61 1+260.00 2855 2856 2857 CT=2855.96 CR=2855.45 1+270.00 2855 2856 2857 CT=2855.51 CR=2855.37 1+290.00 2854 2855 2856 CT=2854.97 CR=2855.21 1+300.00 2854 2855 2856 CT=2855.07 CR=2855.12 1+310.00 2854 2855 2856 CT=2854.91 CR=2855.04 1+320.00 2854 2855 2856 CT=2854.64 CR=2854.96 1+340.00 2853 2854 2855 2856 CT=2854.20 CR=2854.80 1+350.00 2853 2854 2855 2856 CT=2854.21 CR=2854.72 1+360.00 2853 2854 2855 2856 CT=2854.22 CR=2854.64 1+370.00 2853 2854 2855 2856 CT=2854.19 CR=2854.56 1+380.00 2853 2854 2855 2856 CT=2854.47 CR=2854.48 1+400.00 2853 2854 2855 2856 CT=2854.31 CR=2854.35 1+420.00 2853 2854 2855 CT=2853.92 CR=2854.24 1+430.00 2853 2854 2855 CT=2853.96 CR=2854.20 1+440.00 2854 2855 CT=2854.55 CR=2854.15 1+460.00 2853 2854 2855 CT=2854.36 CR=2854.08 1+470.00 2853 2854 2855 CT=2853.79 CR=2854.06 1+480.00 2853 2854 2855 CT=2853.90 CR=2854.03 1+500.00 2853 2854 2855 CT=2853.93 CR=2854.00 1+520.00 2853 2854 2855 CT=2853.80 CR=2853.98 1+530.00 2853 2854 2855 CT=2853.80 CR=2853.94 1+540.00 2853 2854 2855 CT=2853.79 CR=2853.87 1+550.00 2853 2854 2855 CT=2853.66 CR=2853.77 1+560.00 2853 2854 2855 CT=2853.67 CR=2853.65 1+570.00 2853 2854 2855 CT=2853.50 CR=2853.49 1+580.00 2853 2854 CT=2853.44 CR=2853.31 1+590.00 2852 2853 2854 CT=2853.12 CR=2853.11 1+600.00 2852 2853 2854 CT=2852.85 CR=2852.87 1+610.00 2852 2853 2854 CT=2852.77 CR=2852.63 1+620.00 2852 2853 2854 CT=2852.42 CR=2852.39 1+640.00 2851 2852 2853 CT=2852.27 CR=2851.90 1+650.00 2851 2852 2853 CT=2851.98 CR=2851.64 1+660.00 2850 2851 2852 2853 CT=2851.31 CR=2851.37 1+680.00 2850 2851 2852 CT=2850.87 CR=2850.80 1+700.00 2849 2850 2851 CT=2850.86 CR=2850.19 1+720.00 2849 2850 2851 CT=2849.68 CR=2849.52 1+740.00 2848 2849 2850 CT=2848.69 CR=2848.81 1+760.00 2847 2848 2849 CT=2848.16 CR=2848.06 1+780.00 2846 2847 2848 CT=2847.12 CR=2847.25 1+800.00 2846 2847 2848 CT=2846.41 CR=2846.42 1+810.00 2845 2846 2847 CT=2845.90 CR=2846.00 1+820.00 2845 2846 2847 CT=2845.27 CR=2845.59 1+830.00 2844 2845 2846 CT=2844.92 CR=2845.17 1+840.00 2844 2845 2846 CT=2844.76 CR=2844.75 1+850.00 2844 2845 CT=2844.56 CR=2844.33 1+860.00 2843 2844 2845 CT=2844.21 CR=2843.90 1+870.00 2843 2844 2845 CT=2843.55 CR=2843.46 1+880.00 2842 2843 2844 CT=2843.22 CR=2843.01 1+890.00 2842 2843 2844 CT=2842.61 CR=2842.55 1+900.00 2841 2842 2843 CT=2842.08 CR=2842.08 1+920.00 2840 2841 2842 2843 CT=2841.18 CR=2841.10 1+940.00 2839 2840 2841 CT=2839.89 CR=2840.09 1+960.00 2838 2839 2840 CT=2838.96 CR=2839.04 1+970.00 2838 2839 2840 CT=2838.67 CR=2838.49 1+980.00 2837 2838 2839 CT=2837.81 CR=2837.94 1+990.00 2837 2838 2839 CT=2837.05 CR=2837.38 2+000.00 2836 2837 2838 CT=2837.04 CR=2836.80 2+020.00 2835 2836 2837 CT=2835.68 CR=2835.48 2+040.00 2833 2834 2835 CT=2834.24 CR=2833.95 2+050.00 2832 2833 2834 CT=2833.19 CR=2833.10 2+060.00 2831 2832 2833 CT=2831.98 CR=2832.20 2+080.00 2829 2830 2831 2832 CT=2830.15 CR=2830.41 2+090.00 2829 2830 2831 CT=2829.28 CR=2829.67 2+100.00 2828 2829 2830 CT=2828.52 CR=2829.06 2+120.00 2828 2829 CT=2828.29 CR=2828.19 2+130.00 2827 2828 2829 CT=2827.79 CR=2827.94 2+140.00 2827 2828 2829 CT=2827.58 CR=2827.73 2+150.00 2827 2828 2829 CT=2827.42 CR=2827.54 2+160.00 2826 2827 2828 2829 CT=2826.99 CR=2827.36 2+180.00 2826 2827 2828 CT=2826.80 CR=2827.04 2+190.00 2826 2827 2828 CT=2826.73 CR=2826.90 2+200.00 2826 2827 2828 CT=2826.63 CR=2826.76 2+220.00 2826 2827 2828 CT=2826.27 CR=2826.54 2+240.00 2825 2826 2827 CT=2826.03 CR=2826.31 2+260.00 2825 2826 2827 CT=2826.35 CR=2825.91 2+270.00 2825 2826 2827 CT=2825.76 CR=2825.64 2+280.00 2825 2826 CT=2825.39 CR=2825.31 2+290.00 2824 2825 2826 CT=2825.21 CR=2824.93 2+300.00 2824 2825 2826 CT=2824.62 CR=2824.50 2+310.00 2823 2824 2825 CT=2823.96 CR=2824.05 2+320.00 2823 2824 2825 CT=2823.58 CR=2823.60 2+330.00 2822 2823 2824 CT=2823.20 CR=2823.14 2+340.00 2821 2822 2823 2824 CT=2822.60 CR=2822.68 2+350.00 2821 2822 2823 CT=2821.96 CR=2822.20 2+360.00 2821 2822 2823 CT=2821.61 CR=2821.70 2+370.00 2820 2821 2822 2823 CT=2821.44 CR=2821.20 2+380.00 2820 2821 2822 CT=2821.10 CR=2820.68 2+400.00 2819 2820 2821 CT=2819.56 CR=2819.61 2+420.00 2817 2818 2819 2820 CT=2818.49 CR=2818.49 2+440.00 2816 2817 2818 CT=2817.22 CR=2817.32 2+450.00 2816 2817 2818 CT=2816.85 CR=2816.72 AC=0.066 \C6; AR=0.532 AC=0.160 \C6; AR=0.278 AC=0.000 \C6; AR=0.992 AC=0.084 \C6; AR=0.336 AC=0.017 \C6; AR=0.606 AC=0.023 \C6; AR=0.592 AC=0.023 \C6; AR=0.691 AC=0.117 \C6; AR=0.691 AC=0.000 \C6; AR=1.374 AC=1.290 \C6; AR=0.000 AC=0.000 \C6; AR=0.751 AC=0.087 \C6; AR=0.426 AC=0.077 \C6; AR=0.953 AC=0.656 \C6; AR=0.085 AC=0.000 \C6; AR=1.934 AC=0.105 \C6; AR=0.890 AC=0.000 \C6; AR=1.347 AC=0.847 \C6; AR=0.037 AC=0.07 M2 \C6; AR=0.53 M2 AC=0.557 \C6; AR=0.095 AC=0.483 \C6; AR=0.134 AC=0.574 \C6; AR=0.098 AC=0.154 \C6; AR=0.255 AC=0.143 \C6; AR=0.564 AC=0.354 \C6; AR=0.267 AC=0.503 \C6; AR=0.426 AC=0.002 \C6; AR=0.389 AC=0.027 \C6; AR=0.389 AC=0.007 M2 \C6; AR=0.53 M2 AC=0.000 \C6; AR=1.170 AC=0.064 \C6; AR=0.616 AC=0.000 \C6; AR=1.146 AC=0.000 \C6; AR=1.535 AC=0.18 M2 \C6; AR=0.53 M2 AC=0.000 \C6; AR=2.552 AC=0.006 \C6; AR=1.235 AC=0.025 \C6; AR=0.885 AC=0.16 M2 \C6; AR=0.53 M2 AC=0.033 \C6; AR=0.722 AC=0.061 \C6; AR=0.532 AC=0.70m2 \C6; AR=0.002 M2 AC=0.955 \C6; AR=0.000 AC=0.000 \C6; AR=1.079 AC=0.07 M2 \C6; AR=0.84 M2 AC=0.000 \C6; AR=1.047 AC=0.099 \C6; AR=0.529 AC=0.536 \C6; AR=0.081 AC=0.000 \C6; AR=0.9896 AC=0.000 \C6; AR=0.1.185 AC=1.585 \C6; AR=0.000 AC=0.682 \C6; AR=0.000 AC=0.051 \C6; AR=1.098 AC=0.000 \C6; AR=1.460 AC=0.098 \C6; AR=0.605 AC=0.000 \C6; AR=1.787 AC=0.000 \C6; AR=1.974 AC=0.000 \C6; AR=0.993 AC=0.040 \C6; AR=0.292 AC=0.29 M2 \C6; AR=0.53 M2 AC=0.098 \C6; AR=1.038 AC=0.000 \C6; AR=1.941 AC=0.000 \C6; AR=1.599 AC=0.019 \C6; AR=1.174 AC=0.014 \C6; AR=1.225 AC=0.003 \C6; AR=0.750 AC=0.095 \C6; AR=1.422 AC=0.000 \C6; AR=1.165 AC=0.023 \C6; AR=0.944 AC=0.22 M2 \C6; AR=0.56 M2 AC=0.377 \C6; AR=0.843 AC=0.521 \C6; AR=0.187 AC=0.324 \C6; AR=0.365 AC=0.398 \C6; AR=0.229 AC=0.148 \C6; AR=1.104 AC=0.000 \C6; AR=1.103 AC=0.022 \C6; AR=0.874 AC=0.179 \C6; AR=0.908 AC=0.254 \C6; AR=0.670 AC=0.306 \C6; AR=0.319 AC=0.189 \C6; AR=0.401 AC=0.063 \C6; AR=1.130 AC=0.000 \C6; AR=1.688 AC=0.018 \C6; AR=0.762 AC=0.592 \C6; AR=0.144 AC=0.178 \C6; AR=1.269 AC=0.000 \C6; AR=1.465 AC=0.039 \C6; AR=1.369 AC=0.434 \C6; AR=0.268 AC=0.189 \C6; AR=0.777 AC=0.019 \C6; AR=0.928 AC=0.239 \C6; AR=0.656 AC=0.343 \C6; AR=0.387 AC=0.000 \C6; AR=1.849 AC=0.075 \C6; AR=0.989 AC=0.028 \C6; AR=0.1.207 AC=0.000 \C6; AR=1.882 AC=0.000 \C6; AR=2.539 AC=0.000 \C6; AR=2.616 AC=0.000 \C6; AR=2.168 AC=0.000 \C6; AR=2.728 AC=0.06 M2 \C6; AR=1.49 M2 AC=0.044 \C6; AR=1.497 AC=0.000 \C6; AR=1.863 AC=0.000 \C6; AR=1.400 AC=0.306 \C6; AR=0.411 AC=0.000 \C6; AR=1.778 AC=0.000 \C6; AR=1.486 AC=0.027 \C6; AR=1.314 AC=0.000 \C6; AR=1.230 AC=0.004 \C6; AR=1.037 AC=0.028 \C6; AR=0.892 AC=0.005 \C6; AR=0.827 AC=0.089 \C6; AR=0.707 AC=0.088 \C6; AR=0.908 AC=0.113 \C6; AR=1.019 AC=0.073 \C6; AR=1.098 AC=0.178 \C6; AR=0.812 AC=0.157 \C6; AR=0.737 AC=0.415 \C6; AR=0.411 AC=0.360 \C6; AR=0.433 AC=0.033 \C6; AR=1.074 AC=0.128 \C6; AR=1.055 AC=0.471 \C6; AR=0.278 AC=0.566 \C6; AR=0.024 AC=0.150 \C6; AR=0.819 AC=0.009 \C6; AR=1.189 AC=0.098 \C6; AR=1.004 AC=0.006 \C6; AR=1.352 AC=0.000 \C6; AR=1.894 AC=0.000 \C6; AR=1.527 AC=0.078 \C6; AR=0.842 AC=0.264 \C6; AR=0.546 AC=0.331 \C6; AR=0.440 AC=0.109 \C6; AR=0.907 AC=0.191 \C6; AR=0.476 AC=0.107 \C6; AR=1.008 AC=0.138 \C6; AR=0.348 AC=0.000 \C6; AR=1.366 AC=0.042 \C6; AR=1.123 AC=0.235 \C6; AR=0.605 AC=0.059 \C6; AR=1.349 AC=0.000 \C6; AR=1.445 AC=0.293 \C6; AR=0.531 AC=0.251 \C6; AR=0.401 AC=0.162 \C6; AR=0.802 AC=0.000 \C6; AR=1.475 AC=0.019 \C6; AR=1.930 AC=0.000 \C6; AR=1.926 AC=0.034 \C6; AR=1.519 AC=0.171 \C6; AR=0.848 AC=0.002 \C6; AR=1.404 AC=0.001 \C6; AR=1.352 AC=0.000 \C6; AR=1.296 AC=0.000 \C6; AR=1.850 AC=0.000 \C6; AR=1.571 AC=0.002 \C6; AR=1.533 AC=0.003 \C6; AR=1.533 AC=0.000 \C6; AR=1.137 AC=0.500 \C6; AR=0.107 AC=0.170 \C6; AR=0.678 AC=0.154 \C6; AR=0.741 AC=0.294 \C6; AR=0.354 AC=0.173 \C6; AR=0.789 AC=0.017 \C6; AR=1.100 AC=0.139 \C6; AR=0.689 AC=0.027 \C6; AR=1.418 AC=0.000 \C6; AR=1.367 AC=0.014 \C6; AR=1.207 AC=0.282 \C6; AR=0.720 AC=0.448 \C6; AR=0.463 AC=0.044 \C6; AR=1.197 AC=0.083 \C6; AR=1.130 AC=0.008 \C6; AR=1.455 AC=0.175 \C6; AR=0.824 AC=0.07 M2 \C6; AR=0.53 M2 AC=0.07 M2 \C6; AR=0.53 M2 DEPARTAMENTO : PROVINCIA : DISTRITO : LOCALIDAD :. UBICACION DEL PROYECTO DE INVERSION PUBLICA: CAJABAMBA CAJABAMBA CHUCRUQUIO MUNICIPALIDAD PROVINCIAL DE CAJABAMBA DESCRIPCION: Lamina: PROYECTO: PP-01 FECHA : MAYO-2014 SECCIONES TRANSVERSALES ESCALA: INDICADA MEJORAMIENTO DEL CANAL DE REGADIO CHUCRUQUIO DISTRITO DE CAJABAMBA- CAJABAMBA - CAJAMARCA DEPARTAMENTO : PROVINCIA : DISTRITO : LOCALIDAD :. UBICACION DEL PROYECTO DE INVERSION PUBLICA: CAJABAMBA CAJABAMBA CHUCRUQUIO MUNICIPALIDAD PROVINCIAL DE CAJABAMBA DESCRIPCION: Lamina: PROYECTO: PP-01 FECHA : MAYO-2014 SECCIONES TRANSVERSALES ESCALA: INDICADA MEJORAMIENTO DEL CANAL DE REGADIO CHUCRUQUIO DISTRITO DE CAJABAMBA- CAJABAMBA - CAJAMARCA -9148376.286617083 -9148376.286617083 -- -- 0,70 0,15 0,60 0,15 0,78 0,50 0,15 0,45 0,65 0,15 0,15 0,65 0,15 0,95 0,15 0,65 0,45 0,95 0,15 0,65 0,15 0,05 0,05 0,20 0,05 0,05 0,10 0,65 0,10 0,05 0,15 0,65 0,15 0,15 0,65 0,95 0,65 0.30 d 500 mm 0.10 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 1 1 1 1 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 CANAL EXISTENTE DEL Km=0+000 AL 1+260 CANAL EXISTENTE DEL Km=1+260 AL 3+400 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 1 1 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 Encimado de Concreto Encimado de Concreto -523.5173627636733 -523.5173627636733 1 1 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 -523.5173627636733 PLANOS : NUMERO LAMINA : UBICACION : ESCALA : FECHA : DEPARTAMENTO: AREQUIPA 1 / 30 MUNICIPALIDAD DISTRITAL DE QUEQUEÑA MARZO DEL 2012 DISTRITO : QUEQUEÑA 1/1 PROVINCIA : AREQUIPA M D Q DIBUJO : SECCIONES PROYECTADAS TIPO CANAL ALTO QUEQUEÑA MEJORAMIENTO DEL SISTEMA DE CAPTACION, CONDUCCION PROYECTO : Y ALMACENAMIENTO PARA AGUA DE REGADIO EL ALTO - CERRO HEROES DE QUEQUEÑA DEL SECTOR ALTO QUEQUEÑA DEL SECTOR ALTO QUEQUEÑA EL ALTO - CERRO HEROES DE QUEQUEÑA Y ALMACENAMIENTO PARA AGUA DE REGADIO PROYECTO : MEJORAMIENTO DEL SISTEMA DE CAPTACION, CONDUCCION SECCIONES EXISTENTES TIPO CANAL ALTO QUEQUEÑA DIBUJO : M D Q AREQUIPA PROVINCIA : 1/1 QUEQUEÑA DISTRITO : MARZO DEL 2012 MUNICIPALIDAD DISTRITAL DE QUEQUEÑA 1 / 30 AREQUIPA DEPARTAMENTO: FECHA : ESCALA : UBICACION : NUMERO LAMINA : PLANOS : SECCION TIPO EMTUBADO Escala: 1 /20 Canal Existente Material Fino Material de Prestamo -523.5173627636733 Area = 0.18 m2 0+000 al 0+633 -523.5173627636733 -523.5173627636733 2+130 al 3+428 Escala: 1 /20 SECCION TIPO EMTUBADO SECCION TIPO CANAL PARALELO Escala: 1 /20 0+633 al 2+121 NOTA: Del kilometro 2+121 al 2+130 se encuentra el puente dicha seccion sera picada y nuevo recubierto en piso y muros tiene una seccion interna de: Ancho= 0.55 Alto=0.75 metros siendo esta suficiente para la conduccion del caudal. 36051 36048 36050 36047 36049 Rio Postrero SEÑOR DE LOS MILAGROS RIO YARABAMBA EL LAVADERO C A L L E C A L L E L A S V I O L E T A S C A L L E L A S M O R A S A V E N I D A M O L L E B A Y A C A L L E L I M A C A L L E B R A S I L C A L L E L O S V I L C O S J I R O N L O S P I N O S J I R O N A L A M O S P A S A J E L O S A R C E S C A L L E L O S C L A V E L E S C A L L E L O S R O S A L E S C A L L E L A S G A R D E N I A S C A L L E L O S C I P R E C E S A V E N I D A P R I N C I P A L A Y A R A B A M B A PJE LOS LIMOS CALLE LOS JASMINEZ C A L L E L A P A Z C A L L E M A D R I D C A L L E S A N T I A G O C A L L E B U E N O S A I R E S C A L L E B O G O T A C A L L E S A N T A M A R I A ZONA "B" ZONA "C" ZONA "B" ZONA "A" PJE. LOS LIRIOS PASAJE LOS TULIPANES CALLE LAS PALMERAS JIRON LOS LAURELES JIRON LAS YARAS CALLE LOS PINOS C A L L E L O S C I P R E C E S L A S F L O R E S C A L L E L A S O R Q U I D E A S CALLE LOS MANZANITOS C A L L E L O S G I R A S O L E S A V E N I D A A R G E N T I N A C A L L E L A S C A L L E L O S N A R A N J O S A V E N I D A L O S P E R A L E S A V E N I D A L O S P E R A L E S CALLE LOS MOLLES A V E N I D A M O L L E B A Y A A V E N I D A A R G E N T I N A A V E N I D A U R U G U A Y A V E N I D A U R U G U A Y C A L L E B R A S I L I A C A L L E E L C A Y R O C A L L E A S U N C I O N C A L L E B R A S I L I A C A L L E C A R A C A S C A L L E B E R L I N P A S A J E M O N T E V I D E O JIRON LAS MARGARITAS CALLE LAS DALIAS P A S A J E L A S C U C A R D A S CALLE LAS RETAMAS CALLE LOS GLADIOLOS CALLE LAS GRAMINEAS CALLE LOS GERANIOS C A L L E P A R I S B R A S I L I A A V E N I D A U R U G U A Y A R G E N T I N A A V E N I D A JIRON LAS AMAPOLAS C A L L E C A L L E L A S V I O L E T A S C A L L E L A S M O R A S A V E N I D A M O L L E B A Y A C A L L E L I M A C A L L E B R A S I L C A L L E L O S V I L C O S J I R O N L O S P I N O S J I R O N A L A M O S P A S A J E L O S A R C E S C A L L E L O S C L A V E L E S C A L L E L O S R O S A L E S C A L L E L A S G A R D E N I A S C A L L E L O S C I P R E C E S A V E N I D A P R I N C I P A L A Y A R A B A M B A PJE LOS LIMOS CALLE LOS JASMINEZ C A L L E L A P A Z C A L L E M A D R I D C A L L E S A N T I A G O C A L L E B U E N O S A I R E S C A L L E V I R G E N D E C H A P I A V E N I D A S A N L U I S A V E N I D A S A N J O S E A V E N I D A S A N P E D R O A V E N I D A S A N I S I D R O C A L L E S A N T A A N A C A L L E B O G O T A C A L L E S A N T A M A R I A C A L L E S A N T A R O S A C A L L E S A N T A T E R E S A C A L L E S A R I T A C O L O N I A C A L L E V I R G E N D E L O S R E M E D I O S ZONA "B" ZONA "C" ZONA "B" ZONA "C" ZONA "B" ZONA "A" PJE. LOS LIRIOS PASAJE LOS TULIPANES CALLE LAS PALMERAS JIRON LOS LAURELES JIRON LAS YARAS CALLE LOS PINOS C A L L E L O S C I P R E C E S L A S F L O R E S C A L L E L A S O R Q U I D E A S CALLE LOS MANZANITOS C A L L E L O S G I R A S O L E S A V E N I D A A R G E N T I N A C A L L E L A S C A L L E L O S N A R A N J O S A V E N I D A L O S P E R A L E S A V E N I D A L O S P E R A L E S CALLE LOS MOLLES A V E N I D A M O L L E B A Y A A V E N I D A A R G E N T I N A A V E N I D A U R U G U A Y C A L L E B R A S I L I A C A L L E B U E N O S A I R E S C A L L E B R A S I L I A C A L L E C A R A C A S C A L L E B E R L I N JIRON LAS MARGARITAS CALLE LAS DALIAS P A S A J E L A S C U C A R D A S CALLE LAS RETAMAS CALLE LOS GLADIOLOS CALLE LAS GRAMINEAS CALLE LOS GERANIOS C A L L E P A R I S C A L L E B R A S I L I A A V E N I D A U R U G U A Y A R G E N T I N A A V E N I D A P A S A J E S A N T I S I M A C R U Z C A L L E S A N T A M A R I A JIRON LAS AMAPOLAS EL MIRADOR CALLE Nº 22 CALLE Nº 23 CALLE Nº 22 CALLE Nº 24 CALLE Nº 25 A V E N I D A N º 4 E P O N Q M R S CALLE Nº 12 CALLE Nº 1 CALLE Nº 1 CALLE Nº 12 CALLE Nº 13 AVENIDA Nº 2 CALLE Nº 14 CALLE Nº 16 CALLE Nº 6 AVENIDA Nº 3 Trocha Lavadero RIO YARABAMBA A1 esc: 1 / 5000 N-8173500 N-8173000 N-8172500 N-8172000 N-8171720 DISTRITO DE YARABAMBA DISTRITO DE SOCABAYA Rio Postrero DISTRITO DE MOLLEBAYA E-232000 Cota: 2401.35 BM-0 0+000 KM 0+000 KM 1+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 KM 2+000 KM 2+304.22 Cota: 2394.15 BM-1 Cota: 2376.30 BM-2 Cota: 2361.15 BM-2.3 ESCALA 1/5000 0+900 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+100 2+200 Inicio Tunel 0+003.5 Fin Tunel 0+021.5 Canal Techado para Cruce Pluvial 0+655 al 0+657 Canal Techado para Cruce Pluvial 0+722 al 0+724 Canal Techado para Cruce Pluvial 0+784 al 0+786 Canal Techado para Cruce Pluvial 0+848 al 0+850 Canal Techado para Cruce Pluvial 1+081 al 1+083 Canal Techado para Cruce Pluvial 1+137 al 1+139 Canal Techado para Cruce Pluvial 1+255 al 1+257 Canal Techado para Cruce Pluvial 1+443 al 1+445 Inicio Canal Entubado 1+980 Fin Canal Entubado 2+304.22 36051 36048 36050 36047 36049 Rio Postrero SEÑOR DE LOS MILAGROS RIO YARABAMBA EL LAVADERO EL MIRADOR CALLE Nº 22 CALLE Nº 23 CALLE Nº 22 CALLE Nº 24 CALLE Nº 25 A V E N I D A N º 4 E P O N Q M R S CALLE Nº 12 CALLE Nº 1 CALLE Nº 1 CALLE Nº 12 CALLE Nº 13 AVENIDA Nº 2 CALLE Nº 14 CALLE Nº 16 CALLE Nº 6 AVENIDA Nº 3 Trocha Lavadero RIO YARABAMBA N-8173500 N-8173000 N-8172500 N-8172000 N-8171720 DISTRITO DE YARABAMBA DISTRITO DE SOCABAYA Rio Postrero DISTRITO DE MOLLEBAYA E-232000 0+000 KM 0+000 KM 1+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 KM 2+000 KM 2+304.22 ESCALA 1/5000 0+900 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+100 2+200 A3 esc: 1 / 10 000 1 DER 28º0'21'' 0.37 1.50 0.73 0.05 11.52 11.89 12.25 246005.62 8168731.50 2 IZQ 29º26'44'' 0.39 1.50 0.77 0.05 13.04 13.44 13.81 246004.06 8168731.53 3 IZQ 7º3'37'' 0.93 15.00 1.85 0.03 16.58 17.50 18.43 246000.46 8168729.59 4 DER 49º26'1'' 0.32 0.70 0.60 0.07 19.95 20.27 20.56 245998.21 8168727.98 5 DER 7º26'37'' 0.98 15.00 1.95 0.03 34.59 35.56 36.53 245983.33 8168731.68 6 IZQ 8º7'32'' 0.71 10.00 1.42 0.03 46.65 47.36 48.06 245972.35 8168735.98 7 IZQ 9º7'14'' 0.80 10.00 1.59 0.03 56.49 57.29 58.08 245962.68 8168738.26 8 DER 15º18'47'' 0.67 5.00 1.34 0.04 68.31 68.98 69.64 245951.01 8168739.11 9 IZQ 16º15'27'' 0.71 5.00 1.42 0.05 74.86 75.58 76.28 245944.79 8168741.31 10 IZQ 26º24'48'' 0.47 2.00 0.92 0.05 87.23 87.69 88.15 245932.68 8168741.99 11 DER 23º18'35'' 0.41 2.00 0.81 0.04 94.07 94.49 94.89 245926.42 8168739.31 12 DER 40º5'29'' 0.18 0.50 0.35 0.03 100.07 100.25 100.42 245920.65 8168739.32 13 DER 9º56'53'' 0.44 5.00 0.87 0.02 111.08 111.52 111.95 245912.03 8168746.61 14 IZQ 18º40'20'' 0.49 3.00 0.98 0.04 122.88 123.38 123.86 245904.43 8168755.71 15 DER 12º46'23'' 0.56 5.00 1.11 0.03 127.76 128.32 128.88 245900.20 8168758.30 16 IZQ 4º8'47'' 0.54 15.00 1.09 0.01 131.14 131.69 132.23 245897.79 8168760.65 17 IZQ 6º8'43'' 0.81 15.00 1.61 0.02 156.67 157.48 158.28 245878.06 8168777.26 18 DER 10º33'27'' 0.74 8.00 1.47 0.03 180.38 181.12 181.86 245858.45 8168790.47 19 IZQ 32º12'12'' 0.29 1.00 0.56 0.04 185.49 185.78 186.05 245855.12 8168793.74 20 IZQ 4º57'50'' 0.87 20.00 1.73 0.02 193.94 194.81 195.68 245846.29 8168795.67 21 IZQ 1º5'24'' 0.38 40.00 0.76 0.00 203.40 203.78 204.16 245837.39 8168796.82 22 DER 0º22'22'' 0.10 30.00 0.20 0.00 214.02 214.12 214.22 245827.11 8168797.94 23 IZQ 15º49'39'' 0.42 3.00 0.83 0.03 224.92 225.34 225.75 245815.97 8168799.24 24 DER 18º11'19'' 0.48 3.00 0.95 0.04 234.74 235.23 235.70 245806.20 8168797.66 25 DER 12º8'3'' 0.85 8.00 1.69 0.05 255.29 256.14 256.98 245785.46 8168800.39 26 DER 14º33'38'' 0.77 6.00 1.52 0.05 266.01 266.78 267.53 245775.39 8168803.84 27 IZQ 11º56'22'' 1.05 10.00 2.08 0.05 274.64 275.69 276.72 245767.96 8168808.76 28 DER 6º33'31'' 1.15 20.00 2.29 0.03 284.19 285.33 286.48 245758.97 8168812.31 29 DER 4º51'42'' 0.85 20.00 1.70 0.02 309.52 310.37 311.21 245736.89 8168824.10 BM-0 COTA=2634.85 msnm LADO IZQUIERDO A 2.30 mts. BM-1 COTA=2629.72 msnm LADO DERECHO A 3.00 mts. BM-0.5 COTA=2631.20 msnm LADO IZQUIERDO A 1.00mts. 0+025 Compuerta Lado Izquierdo 0+216 Compuerta Lado Izquierdo 0+540 Inicio Tunel de Roca 0+545 Final Tunel de Roca 0+570 Inicio Canal Techado para Cruce Pluvial 0+575 Terminacion Canal Techado para Cruce Pluvial 0+742 Compuerta Lado Izquierdo 0+892 Inicio Canal Techado para Cruce Pluvial 0+894.5 Terminacion Canal Techado para Cruce Pluvial KILOMETRAJE COTA TERRENO COTA RASANTE ALT. CORTE ALT. RELLENO PENDIENTE % 0+000 2633.08 0+020 2632.72 0+040 2632.66 0+060 2632.50 0+080 2632.27 0+100 2631.98 0+120 2631.89 0+140 2631.46 0+160 2631.38 0+180 2631.29 0+200 2631.20 0+220 2631.12 0+240 2631.03 0+260 2630.94 0+280 2630.92 0+300 2630.91 0+320 2630.86 0+340 2630.80 0+360 2630.74 0+380 2630.69 0+400 2630.63 0+420 2630.57 0+440 2630.52 0+460 2630.46 0+480 2630.40 0+500 2630.35 0+520 2630.29 0+540 2630.23 0+560 2630.17 0+580 2630.12 0+600 2630.03 0+620 2629.90 0+640 2629.79 0+660 2629.68 0+680 2629.57 0+700 2629.46 0+720 2629.36 0+740 2629.25 0+760 2629.14 0+780 2629.03 0+800 2628.92 0+820 2628.81 0+840 2628.70 0+860 2628.59 0+880 2628.48 0+900 2628.38 0+920 2628.27 0+940 2628.16 0+960 2628.05 0+980 2627.94 1+000 2627.83 Perfil Longitudinal: 0.00 - 1000.00 Esc.H.: 1/2000.0 Esc.V.: 1/200.0 2616.0 2620.0 2624.0 2628.0 2632.0 2636.0 Pend: -0.908% Dist: 122.485 0.00 0.00 0.00 LC: 10.00 m Pend: -0.514% Dist: 186.933 0.00 0.00 0.00 LC: 10.00 m Pend: -0.291% Dist: 280.219 0.00 0.00 0.00 LC: 10.00 m Pend: -0.563% Dist: 418.651 2630.19 2631.01 2631.97 2633.08 0.00 0.00 2632.90 0.00 0.17 2632.72 0.00 0.06 2632.53 0.00 0.03 2632.35 0.00 0.08 2632.17 0.00 0.19 2631.99 0.00 0.10 2631.88 0.00 0.42 2631.77 0.00 0.39 2631.67 0.00 0.38 2631.57 0.00 0.37 2631.46 0.00 0.34 2631.36 0.00 0.33 2631.26 0.00 0.32 2631.16 0.00 0.24 2631.05 0.00 0.14 2630.97 0.00 0.11 2630.92 0.00 0.12 2630.86 0.00 0.12 2630.80 0.00 0.11 2630.74 0.00 0.11 2630.69 0.00 0.12 2630.63 0.00 0.11 2630.57 0.00 0.11 2630.51 0.00 0.11 2630.45 0.00 0.10 2630.40 0.00 0.11 2630.34 0.00 0.11 2630.28 0.00 0.10 2630.22 0.00 0.10 2630.13 0.00 0.10 2630.02 0.00 0.12 2629.91 0.00 0.12 2629.79 0.00 0.11 2629.68 0.00 0.11 2629.57 0.00 0.11 2629.45 0.00 0.09 2629.34 0.00 0.09 2629.23 0.00 0.09 2629.12 0.00 0.09 2629.00 0.00 0.08 2628.89 0.00 0.08 2628.78 0.00 0.08 2628.67 0.00 0.08 2628.55 0.00 0.07 2628.44 0.00 0.06 2628.33 0.00 0.06 2628.22 0.00 0.06 2628.10 0.00 0.05 2627.99 0.00 0.05 2627.88 0.00 0.05 BM-1 COTA=2629.72 msnm LADO DERECHO A 3.00 mts. BM-1.5 COTA=2627.24 msnm LADO DERECHO A 6.00 mts. BM-2 COTA=2625.09 msnm LADO DERECHO A 1.12 mts. 1+080 Inicio Canal Techado para Cruce Pluvial 1+085 Terminacion Canal Techado 1+345 Compuerta Lado Izquierdo 1+395 Compuerta Lado Izquierdo 1+493 Compuerta Lado Izquierdo 1+560 Compuerta Lado Izquierdo 1+592 Compuerta Lado Izquierdo 1+884 Compuerta Lado Izquierdo KILOMETRAJE COTA TERRENO COTA RASANTE ALT. CORTE ALT. RELLENO PENDIENTE % 1+000 2627.83 1+020 2627.66 1+040 2627.46 1+060 2627.23 1+080 2627.11 1+100 2626.98 1+120 2626.83 1+140 2626.77 1+160 2626.70 1+180 2626.63 1+200 2626.55 1+220 2626.48 1+240 2626.40 1+260 2626.33 1+280 2626.06 1+300 2625.90 1+320 2625.82 1+340 2625.75 1+360 2625.68 1+380 2625.61 1+400 2625.54 1+420 2625.47 1+440 2625.46 1+460 2625.42 1+480 2625.37 1+500 2625.31 1+520 2625.25 1+540 2625.20 1+560 2625.15 1+580 2625.10 1+600 2625.06 1+620 2625.01 1+640 2624.96 1+660 2624.91 1+680 2624.86 1+700 2624.81 1+720 2624.76 1+740 2624.71 1+760 2624.66 1+780 2624.61 1+800 2624.57 1+820 2624.47 1+840 2624.36 1+860 2624.31 1+880 2624.26 1+900 2624.21 1+920 2624.15 1+940 2624.09 1+960 2624.02 1+980 2623.95 2+000 2623.89 Perfil Longitudinal: 1000 - 2000 Esc.H.: 1/2000.0 Esc.V.: 1/200.0 0.00 0.00 -0.01 LC: 10.00 m Pend: -1.027% Dist: 57.290 0.00 0.00 0.01 LC: 10.00 m Pend: -0.444% Dist: 194.422 -0.02 0.00 0.00 -0.02 LC: 10.00 m Pend: -2.307% Dist: 27.871 0.00 0.00 0.03 LC: 10.00 m Pend: -0.258% Dist: 518.169 0.00 0.00 0.00 LC: 10.00 m Pend: -0.584% Dist: 31.359 0.00 0.00 0.00 LC: 10.00 m Pend: -0.255% Dist: 283.600 2624.22 2624.40 2625.74 2626.38 2627.25 2627.83 2627.88 0.00 0.05 2627.71 0.00 0.05 2627.51 0.00 0.05 2627.31 0.00 0.08 2627.18 0.00 0.07 2627.09 0.00 0.11 2627.00 0.00 0.17 2626.91 0.00 0.14 2626.82 0.00 0.12 2626.73 0.00 0.10 2626.65 0.00 0.10 2626.56 0.00 0.08 2626.47 0.00 0.07 2626.36 0.00 0.03 2625.92 0.14 0.00 2625.71 0.19 0.00 2625.66 0.16 0.00 2625.61 0.14 0.00 2625.56 0.12 0.00 2625.50 0.11 0.00 2625.45 0.09 0.00 2625.40 0.07 0.00 2625.35 0.11 0.00 2625.30 0.13 0.00 2625.24 0.13 0.00 2625.19 0.12 0.00 2625.14 0.11 0.00 2625.09 0.11 0.00 2625.04 0.11 0.00 2624.98 0.12 0.00 2624.93 0.13 0.00 2624.88 0.13 0.00 2624.83 0.13 0.00 2624.78 0.13 0.00 2624.72 0.14 0.00 2624.67 0.14 0.00 2624.62 0.14 0.00 2624.57 0.14 0.00 2624.52 0.14 0.00 2624.47 0.15 0.00 2624.41 0.16 0.00 2624.32 0.15 0.00 2624.21 0.15 0.00 2624.17 0.14 0.00 2624.11 0.15 0.00 2624.06 0.15 0.00 2624.01 0.14 0.00 2623.96 0.13 0.00 2623.91 0.11 0.00 2623.86 0.09 0.00 2623.81 0.08 0.00 2616.0 2620.0 2624.0 2628.0 2632.0 A1 1 / 2000 E-232500 E-233000 E-233500 E-234000 E-234500 E-235000 E-232500 E-233000 E-233500 E-234000 E-234500 E-235000 36048 36050 36049 RIO YARABAMBA DISTRITO DE MOLLEBAYA 0+000 KM 0+000 KM 1+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+100 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 27 29 30 31 23 26 28 DISTRITO DE YARABAMBA N-8172600 N-8172400 N-8172200 DISTRITO DE YARABAMBA E-233200 E-232000 E-233400 E-233600 E-233800 E-234000 44 IZQ 5º14'35'' 0.92 20.00 1.83 0.02 489.69 490.60 491.52 245582.01 8168912.49 45 DER 9º7'38'' 1.20 15.00 2.39 0.05 494.65 495.84 497.04 245577.55 8168915.25 46 IZQ 22º6'35'' 0.59 3.00 1.16 0.06 501.01 501.60 502.17 245573.19 8168919.01 47 IZQ 13º24'58'' 0.82 7.00 1.64 0.05 510.17 511.00 511.81 245564.27 8168922.03 48 DER 18º37'39'' 0.33 2.00 0.65 0.03 528.81 529.14 529.46 245546.20 8168923.70 49 IZQ 24º2'25'' 0.43 2.00 0.84 0.04 536.46 536.89 537.30 245539.11 8168926.85 50 DER 14º49'29'' 0.52 4.00 1.03 0.03 544.72 545.24 545.75 245530.75 8168926.83 51 IZQ 6º34'45'' 1.15 20.00 2.30 0.03 550.15 551.30 552.45 245524.88 8168928.37 52 DER 28º48'24'' 0.51 2.00 1.01 0.06 563.31 563.82 564.31 245512.48 8168930.13 53 IZQ 78º3'30'' 0.24 0.30 0.41 0.09 574.26 574.50 574.67 245503.92 8168936.56 54 IZQ 1º59'25'' 0.47 27.00 0.94 0.00 579.82 580.29 580.76 245499.51 8168932.71 55 DER 9º29'18'' 1.24 15.00 2.48 0.05 590.58 591.83 593.07 245491.09 8168924.82 56 IZQ 13º2'51'' 0.57 5.00 1.14 0.03 615.03 615.60 616.17 245471.29 8168911.65 57 DER 52º2'7'' 0.24 0.50 0.45 0.06 620.01 620.25 620.46 245468.10 8168908.26 58 IZQ 43º9'46'' 0.20 0.50 0.38 0.04 622.25 622.45 622.63 245465.87 8168908.47 59 DER 24º15'26'' 0.43 2.00 0.85 0.05 632.84 633.27 633.69 245457.31 8168901.83 60 IZQ 6º2'31'' 0.53 10.00 1.05 0.01 645.28 645.81 646.34 245445.11 8168898.88 61 DER 9º22'32'' 0.82 10.00 1.64 0.03 653.18 654.00 654.82 245437.39 8168896.14 62 IZQ 8º36'45'' 0.53 7.00 1.05 0.02 671.55 672.07 672.60 245419.60 8168892.93 63 DER 17º35'12'' 0.46 3.00 0.92 0.04 682.24 682.70 683.16 245409.54 8168889.50 64 IZQ 4º26'21'' 0.85 22.00 1.70 0.02 696.86 697.71 698.56 245394.52 8168889.17 65 DER 2º30'44'' 0.66 30.00 1.32 0.01 742.51 743.17 743.83 245349.29 8168884.67 66 DER 9º53'26'' 1.04 12.00 2.07 0.04 795.34 796.37 797.41 245296.16 8168881.72 67 DER 5º51'27'' 1.28 25.00 2.56 0.03 835.56 836.84 838.11 245255.98 8168886.45 68 DER 12º45'47'' 3.36 30.00 6.68 0.19 886.36 889.71 893.04 245204.37 8168897.97 69 DER 0º38'30'' 0.08 15.00 0.17 0.00 896.46 896.54 896.63 245198.17 8168900.90 70 IZQ 21º1'34'' 5.57 30.00 11.01 0.51 897.56 903.13 908.57 245192.25 8168903.79 Cota: 2401.35 BM-0 Cota: 2394.15 BM-1 Inicio Tunel 0+003.5 Fin Tunel 0+021.5 Compuerta metalica 0+575 Compuerta metalica 1+748 Desarenador-Repartidor 1+970-1+975 Canal Techado para Cruce Pluvial 0+655 al 0+657 Canal Techado para Cruce Pluvial 0+722 al 0+724 Canal Techado para Cruce Pluvial 0+784 al 0+786 Canal Techado para Cruce Pluvial 0+848 al 0+850 Compuerta metalica 0+575 36051 EL LAVADERO CALLE Nº 6 Trocha Lavadero N-8172600 Rio Postrero KM 1+000 KM 2+000 KM 2+304.22 1+100 1+200 1+300 1+400 1+500 1+600 1+700 1+800 1+900 2+100 2+200 N-8172800 N-8172400 E-232400 E-232600 E-232800 E-233000 E-233200 27 29 30 31 32 33 36 35 38 37 39 40 41 42 43 45 44 47 46 49 51 52 53 55 57 56 58 60 59 61 62 63 64 65 66 67 68 69 28 34 48 50 54 70 Canal Techado para Cruce Pluvial 1+081 al 1+083 Canal Techado para Cruce Pluvial 1+137 al 1+139 Canal Techado para Cruce Pluvial 1+255 al 1+257 Canal Techado para Cruce Pluvial 1+443 al 1+445 Inicio Canal Entubado 1+980 Compuerta metalica 1+748 Desarenador-Repartidor 1+970-1+975 0+000 2633.08 0+020 2632.72 0+040 2632.66 0+060 2632.50 0+080 2632.27 0+100 2631.98 0+120 2631.89 0+140 2631.46 0+160 2631.38 0+180 2631.29 0+200 2631.20 0+220 2631.12 0+240 2631.03 0+260 2630.94 0+280 2630.92 0+300 2630.91 0+320 2630.86 0+340 2630.80 0+360 2630.74 0+380 2630.69 0+400 2630.63 0+420 2630.57 0+440 2630.52 0+460 2630.46 0+480 2630.40 0+500 2630.35 0+520 2630.29 0+540 2630.23 0+560 2630.17 0+580 2630.12 0+600 2630.03 0+620 2629.90 0+640 2629.79 0+660 2629.68 0+680 2629.57 0+700 2629.46 0+720 2629.36 0+740 2629.25 0+760 2629.14 0+780 2629.03 0+800 2628.92 0+820 2628.81 0+840 2628.70 0+860 2628.59 0+880 2628.48 0+900 2628.38 0+920 2628.27 0+940 2628.16 0+960 2628.05 0+980 2627.94 2633.08 2632.90 2632.72 2632.53 2632.35 2632.17 2631.99 2631.54 2631.40 2631.34 2631.29 2631.23 2631.17 2631.12 2631.06 2631.01 2630.95 2630.89 2630.84 2630.78 2630.73 2630.67 2630.62 2630.56 2630.50 2630.45 2630.39 2630.34 2630.28 2630.22 2630.13 2630.02 2629.91 2629.79 2629.68 2629.57 2629.45 2629.34 2629.23 2629.12 2629.00 2628.89 2628.78 2628.67 2628.55 2628.44 2628.33 2628.22 2628.10 2627.99 CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= 1+120 2627.66 1+140 2627.46 1+180 2627.23 1+200 2627.11 1+220 2626.98 1+240 2626.83 1+260 2626.77 1+280 2626.70 1+300 2626.63 1+320 2626.55 1+340 2626.48 1+360 2626.40 1+400 2626.33 1+420 2626.06 1+440 2625.90 1+460 2625.82 1+480 2625.75 1+500 2625.68 1+540 2625.61 1+560 2625.54 1+580 2625.47 1+600 2625.46 1+620 2625.42 1+640 2625.37 1+660 2625.31 1+680 2625.25 1+700 2625.20 1+720 2625.15 1+740 2625.10 1+760 2625.06 1+780 2625.01 1+800 2624.96 1+820 2624.91 1+840 2624.86 1+860 2624.81 1+900 2624.76 1+920 2624.71 1+940 2624.66 1+960 2624.61 1+980 2624.57 2+000 2624.47 2+020 2624.36 2+040 2624.31 2+060 2624.26 2+080 2624.21 2+100 2624.15 2+140 2624.09 2+160 2624.02 2+180 2623.95 2+200 2623.89 2627.71 2627.51 2627.31 2627.18 2627.09 2627.00 2626.91 2626.82 2626.73 2626.65 2626.56 2626.47 2626.36 2625.92 2625.71 2625.66 2625.61 2625.56 2625.50 2625.45 2625.40 2625.35 2625.30 2625.24 2625.19 2625.14 2625.09 2625.04 2624.98 2624.93 2624.88 2624.83 2624.78 2624.72 2624.67 2624.62 2624.57 2624.52 2624.47 2624.41 2624.32 2624.21 2624.17 2624.11 2624.06 2624.01 2623.96 2623.91 2623.86 2623.81 CR= CT= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= 2+220 2623.82 2+240 2623.74 2+260 2623.68 2+280 2623.62 2+304.22 2623.56 2623.76 2623.70 2623.65 2623.60 2623.55 CR= CT= CR= CT= CR= CT= CR= CT= CR= CT= 2630.02 2629.90 0+633 CR= CT= AC: 0.00 m² AR: 0.75 m² AC: 0.00 m² AR: 0.59 m² AC: 0.00 m² AR: 0.21 m² AC: 0.00 m² AR: 0.16 m² AC: 0.00 m² AR: 0.23 m² AC: 0.00 m² AR: 0.26 m² AC: 0.00 m² AR: 0.26 m² AC: 0.00 m² AR: 0.30 m² AC: 0.00 m² AR: 0.25 m² AC: 0.00 m² AR: 0.14 m² AC: 0.00 m² AR: 0.14 m² AC: 0.00 m² AR: 0.19 m² AC: 0.00 m² AR: 0.32 m² AC: 0.00 m² AR: 0.43 m² AC: 0.00 m² AR: 0.37 m² AC: 0.00 m² AR: 0.31 m² AC: 0.00 m² AR: 0.28 m² AC: 0.00 m² AR: 0.29 m² AC: 0.00 m² AR: 0.27 m² AC: 0.00 m² AR: 0.27 m² AC: 0.00 m² AR: 0.36 m² AC: 0.00 m² AR: 0.37 m² AC: 0.00 m² AR: 0.36 m² AC: 0.00 m² AR: 0.33 m² AC: 0.00 m² AR: 0.45 m² AC: 0.00 m² AR: 0.38 m² AC: 0.00 m² AR: 0.35 m² AC: 0.00 m² AR: 0.32 m² AC: 0.00 m² AR: 0.29 m² AC: 0.00 m² AR: 0.34 m² AC: 0.00 m² AR: 0.31 m² AC: 0.00 m² AR: 0.31 m² AC: 0.00 m² AR: 0.31 m² AC: 1.29 m² AR: 0.00 m² AC: 1.15 m² AR: 0.00 m² AC: 1.01 m² AR: 0.00 m² AC: 1.41 m² AR: 0.00 m² AC: 1.91 m² AR: 0.00 m² AC: 2.31 m² AR: 0.00 m² AC: 1.40 m² AR: 0.00 m² AC: 1.27 m² AR: 0.00 m² AC: 2.22 m² AR: 0.00 m² AC: 1.39 m² AR: 0.00 m² AC: 1.18 m² AR: 0.00 m² AC: 1.68 m² AR: 0.00 m² AC: 1.20 m² AR: 0.00 m² AC: 1.08 m² AR: 0.00 m² AC: 1.38 m² AR: 0.00 m² AC: 1.64 m² AR: 0.00 m² AC: 1.34 m² AR: 0.00 m² AC: 1.86 m² AR: 0.00 m² AC: 1.01 m² AR: 0.00 m² AC: 0.87 m² AR: 0.00 m² AC: 1.51 m² AR: 0.00 m² AC: 5.00 m² AR: 0.00 m² AC: 2.00 m² AR: 0.00 m² AC: 1.70 m² AR: 0.00 m² AC: 1.70 m² AR: 0.00 m² AC: 1.57 m² AR: 0.00 m² AC: 0.81 m² AR: 0.00 m² AC: 1.55 m² AR: 0.00 m² AC: 1.56 m² AR: 0.00 m² AC: 1.04 m² AR: 0.00 m² AC: 0.80 m² AR: 0.00 m² AC: 0.79 m² AR: 0.00 m² AC: 1.61 m² AR: 0.00 m² AC: 2.65 m² AR: 0.00 m² AC: 2.61 m² AR: 0.00 m² AC: 1.96 m² AR: 0.00 m² AC: 2.08 m² AR: 0.00 m² AC: 2.68 m² AR: 0.00 m² AC: 2.27 m² AR: 0.00 m² AC: 2.88 m² AR: 0.00 m² AC: 1.50 m² AR: 0.00 m² AC: 1.95 m² AR: 0.00 m² AC: 1.66 m² AR: 0.00 m² AC: 2.16 m² AR: 0.00 m² AC: 2.12 m² AR: 0.00 m² AC: 1.54 m² AR: 0.00 m² AC: 1.63 m² AR: 0.00 m² AC: 1.45 m² AR: 0.00 m² AC: 1.48 m² AR: 0.00 m² AC: 1.39 m² AR: 0.00 m² AC: 1.67 m² AR: 0.00 m² AC: 1.75 m² AR: 0.00 m² AC: 1.75 m² AR: 0.00 m² AC: 1.17 m² AR: 0.00 m² AC: 1.07 m² AR: 0.00 m² AC: 2.38 m² AR: 0.00 m² AC: 2.81 m² AR: 0.00 m² AC: 1.18 m² AR: 0.00 m² AC: 2.30 m² AR: 0.00 m² AC: 1.83 m² AR: 0.00 m² AC: 0.81 m² AR: 0.00 m² AC: 0.76 m² AR: 0.00 m² AC: 0.83 m² AR: 0.00 m² AC: 2.17 m² AR: 0.00 m² AC: 2.07 m² AR: 0.00 m² AC: 1.98 m² AR: 0.00 m² AC: 1.42 m² AR: 0.00 m² AC: 1.42 m² AR: 0.00 m² AC: 1.42 m² AR: 0.00 m² AC: 3.16 m² AR: 0.00 m² AC: 1.57 m² AR: 0.00 m² AC: 1.46 m² AR: 0.00 m² AC: 1.36 m² AR: 0.00 m² AC: 1.85 m² AR: 0.00 m² AC: 1.72 m² AR: 0.00 m² AC: 1.97 m² AR: 0.00 m² A1 1 / 100 0+900 2628.38 0+920 2628.27 0+940 2628.16 0+960 2628.05 0+980 2627.94 1+000 2627.83 2628.44 2628.33 2628.22 2628.10 2627.99 2627.88 CR= CT= CT= CR= CT= CR= CT= CR= CT= CR= CT= CR= AC: 1.08 m² AR: 0.00 m² AC: 1.38 m² AR: 0.00 m² AC: 1.64 m² AR: 0.00 m² AC: 1.34 m² AR: 0.00 m² AC: 1.86 m² AR: 0.00 m² AC: 1.01 m² AR: 0.00 m² 1+020 2627.66 1+040 2627.46 1+060 2627.23 1+080 2627.11 1+100 2626.98 2627.71 2627.51 2627.31 2627.18 2627.09 CT= CR= CT= CR= CT= CR= CT= CR= CT= CR=

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Pool, Car Parking Lot
Tags	autocad, block, channel, channels, desarenador, Design, distribution, DWG, fornecimento de água, irrigation, kläranlage, l'approvisionnement en eau, plants, profiles, supply, treatment plant, wasserversorgung, water