Chico Canal Improvement DWG Section for AutoCAD

Profiles – sections – Details – works – pontoon – meter parshaly

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

Mouth take, Reservoir, Reservoir the lioness, Air filling area, Ac cutting area, Cs subgrade, Ct terrain, legend, reviewed by:, responsable:, approved:, firm:, date:, firm:, date:, firm:, date:, project’s name:, Lamina no., Populated center:, district:, province:, region:, scale:, observations:, date:, Software:, Arequipa, Plus, Topography drawing, Litter, December, Cross sections, Channel improvement, District municipality of maca, Cayla province maca, approved by:, designer:, reviewed:, Air filling area, Ac cutting area, Cs subgrade, Ct terrain, legend, reviewed by:, responsable:, approved:, firm:, date:, firm:, date:, firm:, date:, project’s name:, Lamina no., Populated center:, district:, province:, region:, scale:, observations:, date:, Software:, Arequipa, Plus, Topography drawing, Litter, December, Cross sections, Channel improvement, District municipality of maca, Cayla province maca, approved by:, designer:, reviewed:, Air filling area, Ac cutting area, Cs subgrade, Ct terrain, legend, reviewed by:, responsable:, approved:, firm:, date:, firm:, date:, firm:, date:, project’s name:, Lamina no., Populated center:, district:, province:, region:, scale:, observations:, date:, Software:, Arequipa, Plus, Topography drawing, Litter, December, Cross sections, Channel improvement, District municipality of maca, Cayla province maca, approved by:, designer:, reviewed:, Reservoir, The lioness, Reservoir, Boy guy, Bocatoma, mileage, Ground level, Mouth take, Reservoir, Boy guy, Reservoir, The lioness, Low level, Subgrade, Channel, Sent., Left, Der, Left, Der, Left, Der, Left, Der, Deflex., Tang., radio, Ext., Curve element box, plant, Longitudinal profile, Typical section, Ground level, Cots flush

Raw text data extracted from CAD file:

0 00 0,52 0,40 0,75 0,50 0.125 0.125 0.125 0 000 0 040 0 080 0 120 0 160 0 200 0 240 0 280 0 320 0 360 0 400 0 440 0 480 0 520 0 560 0 600 0 640 0 680 0 720 0 760 0 800 0 840 0 880 0 920 0 960 1 000 1 040 1 080 1 120 1 160 1 200 1 240 1 280 1 320 1 360 1 400 1 440 1 480 1 520 1 560 1 600 1 640 1 680 1 720 1 760 1 800 1 840 1 880 1 920 1 960 2 000 2 040 2 080 2 120 2 160 2 200 2 240 2 280 2 320 2 360 2 400 2 440 2 480 2 520 2 560 2 600 2 640 2 680 2 720 2 760 2 800 2 840 2 880 2 920 2 960 3 000 3 040 3 080 3 082.001 PC = 0+073.721 PT = 0+115.473 PC = 0+137.853 PT = 0+193.702 PC = 0+232.490 PT = 0+237.766 PC = 0+337.407 PT = 0+339.551 PC = 0+389.880 PT = 0+427.432 PC = 0+500.555 PT = 0+503.565 PC = 0+585.757 PT = 0+608.955 PC = 0+690.005 PT = 0+760.772 PC = 0+830.409 PT = 0+851.277 PC = 1+042.849 PT = 1+096.516 PC = 1+263.701 PT = 1+285.900 PC = 1+483.841 PT = 1+519.947 PC = 1+673.854 PT = 1+711.424 PC = 1+864.447 PT = 1+873.766 PC = 2+097.177 PT = 2+115.969 PC = 2+241.202 PT = 2+251.320 PC = 2+698.929 PT = 2+731.972 PC = 3+021.977 PT = 3+025.613 3366 3406 3446 3486 3526 3566 0+400 0+800 1+200 1+600 2+000 2+400 2+800 3+200 8269000-N 8269000-N 8268750-N 8268750-N 8268500-N 8268500-N 8268250-N 8268250-N 8268000-N 8268000-N 8267750-N 8267750-N 8267500-N 8267500-N 8267250-N 8267250-N 8267000-N 8267000-N 8266750-N 8266750-N 8266500-N 8266500-N 204250-E 204250-E 204500-E 204500-E 204750-E 204750-E 205000-E 205000-E 205250-E 205250-E 205500-E 205500-E 205750-E 205750-E 206000-E 206000-E 206250-E 206250-E 206500-E 206500-E 206750-E 206750-E 207000-E 207000-E Boca toma Reservorio Reservorio la Leona KM 0+00 KM 1+00 KM 1+00 KM 1+00 2+346.13 3+152.74 24+260.00 AR = AREA DE RELLENO AC = AREA DE CORTE CS = COTA DE SUBRASANTE CT = COTA DE TERRENO LEYENDA REVISADO POR: RESPONSABLE: APROBADO: FIRMA: FECHA: FIRMA: FECHA: FIRMA: FECHA: NOMBRE DEL PROYECTO: LAMINA Nº. ST-01 CENTRO POBLADO: DISTRITO: PROVINCIA: REGION: ESCALA: OBSERVACIONES: FECHA: SOFWARE: AREQUIPA 1/100 AIDC- PLUS TOPOGRAFIA Y DIBUJO : 054-9617021 MACA CAYLLOMA- MACA DICIEMBRE 2011 SECCIONES TRANSVERSALES KM=24+000 @ KM=25+000 MEJORAMIENTO DEL CANAL CHICO-CHICO MUNICIPALIDAD DISTRITAL DE MACA PROVINCIA CAYLLOMA - MACA APROBADO POR: PROYECTISTA: REVISADO: CHICO-CHICO AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR = AREA DE RELLENO AC = AREA DE CORTE CS = COTA DE SUBRASANTE CT = COTA DE TERRENO LEYENDA REVISADO POR: RESPONSABLE: APROBADO: FIRMA: FECHA: FIRMA: FECHA: FIRMA: FECHA: NOMBRE DEL PROYECTO: LAMINA Nº. ST-02 CENTRO POBLADO: DISTRITO: PROVINCIA: REGION: ESCALA: OBSERVACIONES: FECHA: SOFWARE: AREQUIPA 1/100 AIDC- PLUS TOPOGRAFIA Y DIBUJO : 054-9617021 MACA CAYLLOMA- MACA DICIEMBRE 2011 SECCIONES TRANSVERSALES KM=24+000 @ KM=25+000 MEJORAMIENTO DEL CANAL CHICO-CHICO MUNICIPALIDAD DISTRITAL DE MACA PROVINCIA CAYLLOMA - MACA APROBADO POR: PROYECTISTA: REVISADO: CHICO-CHICO AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR = AREA DE RELLENO AC = AREA DE CORTE CS = COTA DE SUBRASANTE CT = COTA DE TERRENO LEYENDA REVISADO POR: RESPONSABLE: APROBADO: FIRMA: FECHA: FIRMA: FECHA: FIRMA: FECHA: NOMBRE DEL PROYECTO: LAMINA Nº. ST-03 CENTRO POBLADO: DISTRITO: PROVINCIA: REGION: ESCALA: OBSERVACIONES: FECHA: SOFWARE: AREQUIPA 1/100 AIDC- PLUS TOPOGRAFIA Y DIBUJO : 054-9617021 MACA CAYLLOMA- MACA DICIEMBRE 2011 SECCIONES TRANSVERSALES KM=24+000 @ KM=25+000 MEJORAMIENTO DEL CANAL CHICO-CHICO MUNICIPALIDAD DISTRITAL DE MACA PROVINCIA CAYLLOMA - MACA APROBADO POR: PROYECTISTA: REVISADO: CHICO-CHICO AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 24+260.00 AR=36.4 AC=88.4 CS=4686.69 CT=4687.98 3350 3375 3400 3430 3450 3475 3480 3500 3525 3550 0 000 0 040 0 080 0 120 0 160 0 200 0 240 0 280 0 320 0 360 0 400 0 440 0 480 0 520 0 560 0 600 0 640 0 680 0 720 0 760 0 800 0 840 0 880 0 920 0 960 1 000 1 040 1 080 1 120 1 160 1 200 1 240 1 280 1 320 1 360 1 400 1 440 1 480 1 520 1 560 1 600 1 640 1 680 1 720 1 760 1 800 1 840 1 880 1 920 1 960 2 000 2 040 2 080 2 120 2 160 2 200 2 240 2 280 2 320 2 360 2 400 2 440 2 480 2 520 2 560 2 600 2 640 2 680 2 720 2 760 2 800 2 840 2 880 2 920 2 960 3 000 3 040 3 080 3 082.001 8269000-N 8269000-N 8268750-N 8268750-N 8268500-N 8268500-N 8268250-N 8268250-N 8268000-N 8268000-N 8267750-N 8267750-N 8267500-N 8267500-N 8267250-N 8267250-N 8267000-N 8267000-N 8266750-N 8266750-N 8266500-N 8266500-N 204250-E 204500-E 204500-E 204750-E 204750-E 205000-E 205000-E 205250-E 205250-E 205500-E 205500-E 205750-E 205750-E 206000-E 206000-E 206250-E 206250-E 206500-E 206500-E 206750-E 206750-E 207000-E 205000-E 205000-E 205250-E 205250-E 205500-E 205500-E 205750-E 205750-E 206000-E 206000-E 206250-E 206250-E 206500-E 206500-E 204500-E 204500-E 204750-E 204750-E 8268750-N 8268750-N 8268500-N 8268500-N 8268250-N 8268250-N 8268000-N 8268000-N 8267750-N 8267750-N 8267500-N 8267500-N 8267250-N 8267250-N 8267000-N 8267000-N KM 1 RESERVORIO LA LEONA KM 3 2 KM KM 1 KM 0 RESERVORIO CHICO CHICO BOCATOMA KILOMETRAJE COTA TERRENO 0+000 Boca toma Reservorio Chico Chico Reservorio la Leona 3561.0 3529.59 3526.965 3514.095 3501.480 3480.635 3451.585 3358.775 COTA RASANTE 3555.77 3537.825 3522.045 3509.855 3497.665 3475.930 3447.55 3354.805 COTA SUBRASANTE 3555.57 3537.805 3521.845 3509.835 3497.645 3475.730 3447.35 3354.605 CIRCUITO CANAL CHICO CHICO C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 SENT. IZQ DER IZQ IZQ IZQ DER IZQ DER DER DER IZQ IZQ IZQ DER DEFLEX. 47º50'37'' 68º58'25'' 41º14'23'' 28º17'48'' 81º5'36'' 23º54'44'' 61º29'52'' 25º26'17'' 41º22'32'' 43º3'7'' 10º40'43'' 21º32'0'' 11º35'37'' 37º51'52'' TANG. 30.32 18.19 75.254 50.416 34.091 42.351 118.982 45.142 75.525 78.887 18.692 38.031 20.304 68.601 RADIO 68.35 26.48 200 200 39.85 200 200 200 200 200 200 200 200 200 LC 57.074 31.877 143.954 98.774 56.401 83.47 214.667 88.795 144.428 150.279 37.276 75.166 40.47 132.172 EXT. 6.423 5.646 13.69 6.256 12.593 4.435 32.716 5.031 13.785 14.996 0.872 3.584 1.028 11.438 PC 65.581 149.948 335.091 543.138 693.04 795.999 950.04 1208.8 1405.037 1587.563 1817.681 2035.825 2192.473 2613.872 PI 95.901 168.138 410.345 593.554 727.131 838.35 1069.022 1253.942 1480.562 1666.449 1836.373 2073.857 2212.777 2682.474 PT 122.655 181.825 479.045 641.911 749.442 879.469 1164.708 1297.596 1549.464 1737.842 1854.957 2110.991 2232.943 2746.045 CUADRO DE ELEMENTOS DE CURVA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 ESC= 1/3,000 PLANTA ESC= 1/5,000 PERFIL LONGITUDINAL 5 5 5 5 ESC= 1/20 SECCION TIPICA C°A° f'c=175 kg/cm2 Cota Terreno Cots Rasante 0.125 0.125 0.125

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
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File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, canal, details, distribution, DWG, fornecimento de água, improvement, kläranlage, l'approvisionnement en eau, meter, profiles, section, sections, supply, treatment plant, wasserversorgung, water, works