Defense Waterfront DWG Block for AutoCAD

Defense Waterfront DWG Block for AutoCAD

Installation service flood protection on the right and left margin of the river Cusibamba CC; Paruro Province – Cusco

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

c. F. fitzcarrald, I love you, ocros, bolognesi, recuay, I love you, huari, huaraz, a.raimondi, pomabamba, assumption, carhuaz, mcal. luzuriaga, huaylas, yungay, sihuas, stick, pallasca, santa, casma, ocean new, Ecuador, Chile, bolivia, Colombia, Brazil, ancash, plant, esc .:, from riverside fence, retaining wall in plant, owner:, Location:, date, cad drawing, scale, indicated, flat:, sheet, management edil alcalde: luis juan de dios dionisio, district of alis .: prov. yauyos: dep. lime, district municipality of alis, ing. c.h.t, draft:, with gabions in the river alis district of, projected riparian long. for const., October, cross-sections, owner:, Location:, date, cad drawing, scale, indicated, flat:, sheet, provincial municipality of paruro, district of paruro paruro cusco, draft:, installation of the flood protection service in the c.c. right margin left rio provincia de paruro cusco, transverse, esc., living room, communal, parish, i.e., existing spigot, retaining walls with walls of gabions reindeer mattress for scouring, maximum level of water years, normal water level, gabion wall type, scale:, terrain quota, razing quota, mileage, projected riparian long. for const., of longitudinal profile, esc. horizontal:, esc. vertical, flush on river axis, natural terrain on river axis, of trees, in espandon of the wall, October, riverside plant profile, owner:, Location:, date, cad drawing, scale, indicated, flat:, sheet, district of paruro paruro cusco, draft:, installation of the flood protection service in the c.c. right margin left rio provincia de paruro cusco, of longitudinal profile, esc. horizontal:, esc. vertical, in plan, esc .:, provincial municipality of paruro

Raw text data extracted from CAD file:

PT TP W C. F. FITZCARRALD HUARMEY OCROS BOLOGNESI RECUAY AIJA HUARI HUARAZ A.RAIMONDI POMABAMBA ASUNCION CARHUAZ MCAL. LUZURIAGA HUAYLAS YUNGAY SIHUAS CORONGO PALLASCA SANTA CASMA OCÉANO PACIFICO\fTimes New Roman|b0|i0|c0|p18;\H0.4x; ECUADOR CHILE BOLIVIA COLOMBIA BRASIL ANCASH 13 PLANTA Esc.: 1/ JUNIO-2011. "CONSTRUCCION DE FENSA RIBEREÑA MURO DE CONTENCION EN PLANTA PROPIETARIO: UBICACIÓN: FECHA DIBUJO CAD ESCALA INDICADA PLANO: LAMINA GESTION EDIL 2011-2014- ALCALDE: LUIS JUAN DE DIOS DIONISIO M-1 DISTRITO DE ALIS.: , PROV. YAUYOS: DEP. LIMA MUNICIPALIDAD DISTRITAL DE ALIS Ing. C.H.T PROYECTO: CON GAVIONES EN EL RIO ALIS - DISTRITO DE ALIS" DEFENSA RIBEREÑA PROYECTADA LONG. PARA CONST. 150 m\H0.74587x; NC OCTUBRE -2014 SECCIONES TRANSVERSALES PROPIETARIO: UBICACIÓN: FECHA DIBUJO CAD ESCALA INDICADA PLANO: LAMINA MUNICIPALIDAD PROVINCIAL DE PARURO S-1 DISTRITO DE PARURO - PARURO - CUSCO PROYECTO: INSTALACION DEL SERVICIO DE PROTECCION CONTRA INUNDACIONES EN LA C.C. CUSIBAMBA, MARGEN DERECHA E IZQUIERDA RIO CUSIBAMBA, PROVINCIA DE PARURO - CUSCO \LSECCIONES TRANSVERSALES ESC. 1:750 1 1 2 3 4 5 6 7 8 9 12 10 11 13 25 24 23 21 22 20 19 18 26 28 27 43 41 40 29 30 31 32 33 34 35 36 37 38 39 44 45 46 47 48 49 50 51 61 60 59 58 57 56 55 54 53 52 s/n 62 64 68 42 63 17 66 67 15 14 16 Salon Comunal Parroquia I.E. ESPIGON EXISTENTE ESPIGON EXISTENTE ESPIGON EXISTENTE ESPIGON EXISTENTE A B C A A \W1.84670; MUROS DE CONTENCION CON MUROS DE GAVIONES Y \W7.84088; COLCHON RENO PARA LA SOCAVACIÓN NIVEL MÁXIMO DE AGUAS TR=50 años NIVEL DE AGUAS NORMALES MURO DE GAVIÓN TIPO Escala: 1/50 A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A A B C A A 2812 2813 2814 2817 2817 2816 2815 2816 2813 2814 2812 2811 2811 2810 2810 2809 2809 2808 2808 2807 2805 2805 2804 2803 2803 2802 2802 2800 2800 2801 2801 2799 2798 2797 2796 2796 0+025 0+050 0+075 0+100 0+125 0+150 0+175 0+200 0+225 0+250 0+275 0+300 0+325 0+350 0+375 0+400 0+425 0+450 0+475 2814.99 2814.99 2814.00 2812.48 2811.38 2810.67 2810.02 2809.24 2808.07 2807.52 2806.60 2805.44 2804.46 2803.36 2802.38 2801.99 2801.27 2800.36 2799.41 2797.93 2797.64 2814.99 2814.00 2812.48 2811.38 2810.67 2810.02 2809.24 2808.07 2807.52 2806.60 2805.44 2804.46 2803.36 2802.38 2801.99 2801.27 2800.36 2799.41 2797.93 2780.0 2785.0 2790.0 2795.0 2800.0 2805.0 2810.0 2815.0 2820.0 2825.0 2830.0 COTA DE TERRENO (m.s.n.m.) COTA RAZANTE (m.s.n.m.) KILOMETRAJE 0+300.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 0.00 20.00 0.00 -20.00 0+480.00 2785.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2785.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 0.00 20.00 0.00 -20.00 0+475.00 2785.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2785.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 0.00 20.00 0.00 -20.00 0+450.00 2785.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2785.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 0.00 20.00 0.00 -20.00 0+425.00 2785.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2785.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 0.00 20.00 0.00 -20.00 0+400.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 0.00 20.00 0.00 -20.00 0+375.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 0.00 20.00 0.00 -20.00 0+350.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 0.00 20.00 0.00 -20.00 0+325.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2790.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 0.00 20.00 0.00 -20.00 0+275.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 0.00 20.00 0.00 -20.00 0+250.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 0.00 20.00 0.00 -20.00 0+225.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 0.00 20.00 0.00 -20.00 0+200.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 0.00 20.00 0.00 -20.00 0+175.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 0.00 20.00 0.00 -20.00 0+150.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 0.00 20.00 0.00 -20.00 0+075.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 0.00 20.00 0.00 -20.00 0+050.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 0.00 20.00 0.00 -20.00 0+025.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2830.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2830.00 0.00 20.00 0.00 -20.00 0+000.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2830.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2830.00 0.00 20.00 0.00 -20.00 0+000 0+100 0+200 0+300 0+400 0+480 0+050 0+150 0+250 0+350 0+450 \H1.3407x;DEFENSA RIBEREÑA PROYECTADA LONG. PARA CONST. 480 m\H0.74587x; E 193300 N 8470800 E 193200 N 8470800 E 193100 N 8470800 E 193300 N 8470900 E 193200 N 8470900 E 193100 N 8470900 E 193300 N 8471000 E 193200 N 8471000 E 193100 N 8471000 E 193300 N 8471100 E 193200 N 8471100 E 193100 N 8471100 E 193300 N 8471200 E 193200 N 8471200 E 193100 N 8471200 E 193300 N 8471300 E 193200 N 8471300 E 193100 N 8471300 0+100.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 0.00 20.00 0.00 -20.00 0+125.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 2795.00 2800.00 2805.00 2810.00 2815.00 2820.00 2825.00 0.00 20.00 0.00 -20.00 A B C A A A B C A A \LPLANO DE PERFIL LONGITUDINAL ESC. HORIZONTAL: 1/2000 ESC. VERTICAL : 1/200 RASANTE EN EJE DE RIO 6.431 1.000000 6.431 1.000000 6.431 1.000000 6.431 1.000000 6.431 1.000000 6.431 1.000000 2.500% TERRENO NATURAL EN EJE DE RIO 5.200% 3.120% 3.667% 4.107% 3.130% 4.700% \C0;PLANTACION DE ARBOLES \C0;RELLENO EN ESPANDON DEL MURO OCTUBRE -2014 DEFENSA RIBEREÑA PLANTA Y PERFIL PROPIETARIO: UBICACIÓN: FECHA DIBUJO CAD ESCALA INDICADA PLANO: LAMINA P-1 DISTRITO DE PARURO - PARURO - CUSCO PROYECTO: INSTALACION DEL SERVICIO DE PROTECCION CONTRA INUNDACIONES EN LA C.C. CUSIBAMBA, MARGEN DERECHA E IZQUIERDA RIO CUSIBAMBA, PROVINCIA DE PARURO - CUSCO \LPLANO DE PERFIL LONGITUDINAL ESC. HORIZONTAL: 1/750 ESC. VERTICAL : 1/750 \LPLANO EN PLANTA ESC.: 1/750 MUNICIPALIDAD PROVINCIAL DE PARURO

Language	Spanish
Drawing Type	Block
Category	City Plans
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, beabsicht, block, borough level, cc, cusco, defense, DWG, flood, installation, left, political map, politische landkarte, proposed urban, protection, river, road design, service, stadtplanung, straßenplanung, urban design, urban plan, waterfront, zoning