Plano Earth Dam DWG Block for AutoCAD

Glass area – Villa Cachi Lipe

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

rocat, rock, vase dam, existing, earth dam, Exit channel, communal road, project data, area of la, storage, elevation of the crown, reservoir elevation, physical surface has, length of the, charge on, height of the, dentellon height, communal road, rip pead membrane membrane, crowning quota msnm, rip rap, joint venture irrigation, dump, flat:, Department:, draft:, flat:, community:, date:, province:, peace, consultant:, scale:, final design studio, from achacachi, autonomous municipal government, March of, cachi lipe villa, Ouchays, cosig associates, outline of dam dam area, project data, area of la, storage, elevation of the crown, reservoir elevation, physical surface has, length of the, charge on, height of the, dentellon height, dam cachi villa lipe, final design studio

Raw text data extracted from CAD file:

E1 X X X X X X X BM BM X X X X BM BM BM BM X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R X X X X R X X R R R X R X X X X R X X R X R X X X X X X R R X X X X X X X X X X X X X X X X X X X X X T T T T T T T T T T T T T T T T T T T T T T T ROCAT T ROCA ROCA X VASO REPRESA 19362.39 m2 \fVerdana|b1|i0|c0|p34;REPRESA EXISTENTE \fVerdana|b1|i0|c0|p34;SOCAVACION 3960 3950 3940 3940 3940 3960 3950 3950 3960 3960 3940 3940 3945 3945 3950 3955 3955 3955 3960 3965 3950 3955 3955 3960 3965 3950 3955 3955 3955 3960 3965 3965 3955 3960 3965 3960 3960 3960 3965 3955 3955 3960 3960 3965 3945 3945 3950 3950 3940 3945 3950 3955 3960 3965 3960 3965 PRESA DE TIERRA CANAL DE EXEDENCIAS CAMINO COMUNAL Datos del Proyecto Area del la cuenca_________________2.74 Km2 Almacenamiento total_____________38,263.00 m3 Elevacion corona de la cortina_________3954.50 m Elevacion embalse normal____________3953.50 m Superficie fisica necesaria______________0.02 ha Largo de la cortina__________________88.52 m Cargo sobre el vertedor________________0.72 m Altura de la presa___________________6.50 m Altura dentellon ____________________5.00 m CAMINO COMUNAL X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 X=524,100 X=524,200 X=524,300 X=524,400 X=524,500 X=524,600 X=524,700 X=524,800 X=524,900 X=525,000 X=525,100 X=525,200 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 Y=8,223,200 Y=8,223,300 Y=8,223,400 Y=8,223,500 Y=8,223,600 Y=8,223,700 Y=8,223,800 Y=8,223,900 Y=8,224,000 Y=8,224,100 \W8.27866; RIP RAP \W8.42017; MEMBRANA PEAD \W9.56015; CORONAMIENTO \W7.12115; C= 4m COTA 3954.5 msnm RIP RAP \W8.69546; OBRA COMBINADA \W9.55629; TOMA DE RIEGO \W7.99196; VERTEDERO \W7.49787; CANAL DE EXEDENCIAS 20/31 PLANO: DEPARTAMENTO: PROYECTO: PLANO: COMUNIDAD: FECHA: PROVINCIA: La Paz CONSULTOR: 1:1000 ESCALA: ESTUDIO A DISEÑO FINAL DE ACHACACHI GOBIERNO AUTONOMO MUNICIPAL Marzo de 2016 VILLA CACHI LIPE OMASUYOS COSIG Y ASOCIADOS ESQUEMA DE LA PRESA Y AREA DE EMBALSE Datos del Proyecto Area del la cuenca_________________2.74 Km2 Almacenamiento total_____________38,263.00 m3 Elevacion corona de la cortina_________3954.50 m Elevacion embalse normal____________3953.50 m Superficie fisica necesaria______________0.02 ha Largo de la cortina__________________88.52 m Cargo sobre el vertedor________________0.72 m Altura de la presa___________________6.50 m Altura dentellon ____________________5.00 m REPRESA VILLA CACHI LIPE ESTUDIO A DISEÑO FINAL