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-2.0 
-13.0 
-14.0 
-15.0 
-10.0 
-8.0 
-6.0 
-4.0 
-8.0 
-2.0 
-10.0 
-12.0 
-12.0 
-7.0 
-15.0 
-8.0 
-10.0 
-12.0 
-14.0 
-14.0 
-8.0 
-7.0 
-8.0 
-12.0 
-7.0 
-15.0 
-15.0 
-14.0 
-14.0 -14.0 
-4.0 
-6.0 
-8.0 
-10.0 
-12.0 
-14.0 
-12.0 
-2.0 
-4.0 
-6.0 
-12.0 
-6.0 
-7.0 
-10.0 
DOBLAR 
-14.0 -10.0 
-15.0 
-1.0 
-1.0 
POLYGONAL 
DEL PROYECTO 
N- 16.12 MSL 
0 
N 
40 20 
NW NE 
W E 
S 
340 320 
300 280 
260 240 
220 
200 180 
80 60 
160 140 120 100 
SW SE 
N- 17.12 MSL 
GEOTUBO PARA 
CONTENCION 
668400 m.E 
668650 m.E 
668900 m.E 
669150 m.E 
669400 m.E 
669650 m.E 
669900 m.E 
670150 m.E 
670400 m.E 
923300 m.N 
DRAGA DE CORTE 
HONDIUS 
ESLORA: 86.7 m 
MANGA: 19.0 m 
CALADO: 2.95 m 
'5$*$'(68,Ï1 
FILIPPO DRUNELLSCHI 
ESLORA: 142.5 m 
MANGA: 27.5 m 
CALADO: 9.1 
923050 m.N 
922800 m.N 
922550 m.N 
922300 m.N 
922050 m.N 
GEOTUBO PARA 
CONTENCION 
È5($3$5$(;75$,Ï1'(0$7(5,$/ 
CANAL DE ACCESO 
VIAS DE ACCESO 
VIAS DE ACCESO 
N- 19.12 MSL 
MATERIAL PROCEDENTE DE DRAGADO 353.160 
PARA GEOTUBOS DE RELLENO 
GEOTUBO PARA 
CONTENCION 
CONDUCTO PARA 
LLENADO DE GEOTUBOS 
*(278%23$5$'(6+,'5$7$,Ï1 
DE MATERIAL PROCEDENTE DE DRAGADO 
GEOTUBOS PARA 
CONTENCION 
N+ 4.60 
NIVEL ACTUAL 
DEL TERRENO 
499.205 
INSTALACION DE 1ra CAPA 
DE GEOTUBOS DE RELLENO 
AREA HABILITADA PARA 
INSTALACION DE CELDAS 
DESHIDRATANTES 
TERRENO NATURAL 
,167$/$,Ï1'(GD$3$ 
DE GEOTUBOS, LUEGO 
DE ASCENTAMIENTO DE 1ra CAPA 
1 
4.00 
2.00 
MATERIAL CONFINADO 
PROCEDENTE DE DRAGADO 
PLACA PATIO CALADO: 9.1 
DE CONTENEDORES 
GEOTUBO 
PARA CONTENCION 
N+ 5.50 
'5$*$'(68,Ï1 
FILIPPO DRUNELLSCHI 
ESLORA: 142.5 m 
MANGA: 27.5 m 
1“06/ 
TERRENO NATURAL 
GEOTUBOS DE 
RELLENO 
N+ 4.60 
CONDUCTO PARA 
LLENADO DE GEOTUBOS 
H 
G 
F 
E 
D 
C 
-15.0 
-3.0 
-5.0 
-6.0 
-7.0 
-7.0-6.0 
-3.0 
-2.0 
-1.0 
-14.0 -14.0 -14.0 
-5.0-4.0 
-2.0 
-2.0 
-3.0 
-4.0 
-5.0 
-5.0 
-4.0 
-2.0 
-14.0 
-7.0 
-15.0 
È5($3$5$(;75$,Ï1'(0$7(5,$/ 
'È56(1$'(*,527$/8'1257( 
A DEPOSITAR COMPLETAMENTE EN BOTADERO 
CANAL DE ACCESO 
N- 14.62 MSL 
DRAGA DE CORTE 
HONDIUS 
ESLORA: 86.7 m 
MANGA: 19.0 m 
CALADO: 2.95 m 
'5$*$'(68,Ï1 
FILIPPO DRUNELLSCHI 
ESLORA: 142.5 m 
MANGA: 27.5 m 
CALADO: 9.1 
3/$17$8%,$,Ï1'(*(278%263$5$217(1,Ï1 
Escala 1:5000 
LOCALIZACION REGIONAL LOCALIZACION NACIONAL 
Calima 
el Darien 
El Cerrito 
La Cumbre 
Cali 
/2$/,=$,Ï1'(/352(72 
1 2 
LIMITE DE CONCESION 
POLYGONAL DEL PROYECTO 
B 
A 
1 2 3 4 5 6 
SANTANDER 
BOYACA 
QUINDIO 
VALLE TOLIMA 
CAUCA 
923.271,191 
670.199,461 
923.269,344 
922.728,431 669.915,266 
670.004,757 
922.212,916 
922.123,878 
PUNTO ESTE 
2. MSL= MEAN SEA LEVEL (NIVEL MEDIO DEL MAR N.M.M) 
2 
7 668.432,776 
A 
B 
922208.7921 
922.182,463 
922.122,857 
669.903,222 
670.050,155 
669.925,513 
669.961,466 
922.026,458 
MLWS= MEAN LOW WATER SPRINGS (ALTURA MEDIA DE LAS BAJAMARES 
DE SICIGIAS Pm.M.Sic) 
3. SISTEMA DE REFERENCIA 
DATUM: MAGNA-SIRGAS 
PROYECCION: GAUSS KRUGER 
ORIGEN DE LA ZONA: BOGOTA 
225'(1$'$6*(2*5$),$6ž/$71257( 
ž/21*2(67( 
225'(1$'$63/$1$60(75261257( 
0(7526(67( 
'5$*$'(68,Ï13$5$(;75$,Ï1'(0$7(5,$/'(7,32 
LAS INDICADAS 
70202-096417 F.RODRIGUEZ 
8 9 10 11 12 
G 
F 
D 
C 
B 
7 8 9 10 
E 
11 12 
H 
ARAUCA 
DOBLAR 2013@ 
DOBLAR 
DOBLAR 
DOBLAR 
+?352(726?',6(f2?352(726?238(57262/2?,1*(1,(5Ë$21(378$/?(678',26,17?':*6?2376$1/$$*2672?02'8/$,21*(278%26))D'O:BL*AR CTB-DC PORT_AD 
lunes, 01 de septiembre de 2014 04:50:07 p.m. KB 8803.25 
DEPARTAMENTO VALLE DEL CAUCA 
ESCALA: 
',6(fÏ 
5(9,6Ï 
$352%Ï 
5(9,6,Ï1 FORMATO ISO 
DIBUJO: 
)(+$(0,6,Ï1 
)(+$5(9,6,Ï1 
PROYECTO No. 
NOMBRE ARCHIVO: 
PLANO No. CONSECUTIVO: 
DIS 
EfO 
NOTAS 
No. DESCRIPCION 
PROYECTO: 
62,('$'32578$5,$(1(5*e7,$ 
MULTIPROPOSITO Y DE CONTENEDORES 
PUERTO SOLO BUENAVENTURA S.A. 
CONTIENE: 
CONVENCIONES 
CASANARE 
GUAINIA 
VAUPES 
VICHADA 
AMAZONAS 
GUAJIRA 
ATLANTICO 
MAGDALENA 
NORTE DE 
SANTANDER 
BOLIVAR 
CESAR 
CUNDINAMARCA 
SUCRE 
CORDOBA 
ANTIOQUIA 
CALDAS 
RISARALDA 
META 
CAQUETA 
HUILA 
PUYUMAYO 
1$5,f2 
CHOCO 
VENEZUELA 
BRASIL 
MAR CARIBE 
OCEANO ATLANTICO 
PANAMA 
PACIFICO OCEANO 
ECUADOR 
PERU 
El Aguila 
RISARALDA 
TOLIMA 
CAUCA 
CHOCO 
OCEANO 
PACIFICO 
El Cairo 
Ansermanuevo 
Cartago 
Ulloa 
Alcala 
Obando 
QUINDIO 
La Victoria 
Argelia 
Versalles Toro 
La Union 
El Dovio 
Caicedonia 
Bolivar 
Roldanillo 
Zarzal 
Sevilla 
Trujillo Bugalagrande 
Andalucia 
Riofrio 
Tulua 
San Pedro 
Buga 
Yotoco 
Restrepo 
Dagua 
Guacari 
Ginebra 
Palmira 
Pradera 
Florida 
Candelaria 
Jamundi 
BUENAVENTURA 
Vijes 
Yumbo 
1. 72'$6/$6',0(16,21(6(67È1'$'$6(10(7526 
ALL DIMENSION ARE EXPRESSED IN METERS. 
4. LOS NIVELES Y COTAS INDICADAS SE ENCUENTRAN REFERIDOS 
AL MSL (MEAN SEA LEVEL) 
/261,9(/(6'(/$%$7,0(75Ë$+$16,'2720$'26'(/3/$12 
%‘36)(%3/$12'(,62%$7$6352(7208/7,352326,72 
PUERTO SOLO, ELABORADO POR BATIESTUDIOS 
COORDENADAS MAGNA SIRGAS 
ORIGEN:BOGOTA 
3 
CONCESION 
PUNTO 
6 
NORTE 
1 
ESTE 
LIMITE DE TIERRA 
NORTE 
4 
669.683,500 
5 
669.152,010 
922.756,493 
668.434,008 
923.097,219 
C 
D 
670.013,320 
E 
H 
921.896,748 
F 921.842,492 669.903,109 
G 921.806,575 
669.932,148 
921.837,280 669.799,929 
I 
J 
K 
921.952,869 669.840,108 
922.033,639 669.890,635 
922.189,243 669.722,229 
7 
3 
4 
K 
A 
B 
C 
D 
E 
F 
G 
H 
I 
J 
5 
6 
3/$1+$67232*5È),$6,*$+2-$6,9'

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Modulacion geotubos f6 f

  • 1. -2.0 -13.0 -14.0 -15.0 -10.0 -8.0 -6.0 -4.0 -8.0 -2.0 -10.0 -12.0 -12.0 -7.0 -15.0 -8.0 -10.0 -12.0 -14.0 -14.0 -8.0 -7.0 -8.0 -12.0 -7.0 -15.0 -15.0 -14.0 -14.0 -14.0 -4.0 -6.0 -8.0 -10.0 -12.0 -14.0 -12.0 -2.0 -4.0 -6.0 -12.0 -6.0 -7.0 -10.0 DOBLAR -14.0 -10.0 -15.0 -1.0 -1.0 POLYGONAL DEL PROYECTO N- 16.12 MSL 0 N 40 20 NW NE W E S 340 320 300 280 260 240 220 200 180 80 60 160 140 120 100 SW SE N- 17.12 MSL GEOTUBO PARA CONTENCION 668400 m.E 668650 m.E 668900 m.E 669150 m.E 669400 m.E 669650 m.E 669900 m.E 670150 m.E 670400 m.E 923300 m.N DRAGA DE CORTE HONDIUS ESLORA: 86.7 m MANGA: 19.0 m CALADO: 2.95 m '5$*$'(68,Ï1 FILIPPO DRUNELLSCHI ESLORA: 142.5 m MANGA: 27.5 m CALADO: 9.1 923050 m.N 922800 m.N 922550 m.N 922300 m.N 922050 m.N GEOTUBO PARA CONTENCION È5($3$5$(;75$,Ï1'(0$7(5,$/ CANAL DE ACCESO VIAS DE ACCESO VIAS DE ACCESO N- 19.12 MSL MATERIAL PROCEDENTE DE DRAGADO 353.160 PARA GEOTUBOS DE RELLENO GEOTUBO PARA CONTENCION CONDUCTO PARA LLENADO DE GEOTUBOS *(278%23$5$'(6+,'5$7$,Ï1 DE MATERIAL PROCEDENTE DE DRAGADO GEOTUBOS PARA CONTENCION N+ 4.60 NIVEL ACTUAL DEL TERRENO 499.205 INSTALACION DE 1ra CAPA DE GEOTUBOS DE RELLENO AREA HABILITADA PARA INSTALACION DE CELDAS DESHIDRATANTES TERRENO NATURAL ,167$/$,Ï1'(GD$3$ DE GEOTUBOS, LUEGO DE ASCENTAMIENTO DE 1ra CAPA 1 4.00 2.00 MATERIAL CONFINADO PROCEDENTE DE DRAGADO PLACA PATIO CALADO: 9.1 DE CONTENEDORES GEOTUBO PARA CONTENCION N+ 5.50 '5$*$'(68,Ï1 FILIPPO DRUNELLSCHI ESLORA: 142.5 m MANGA: 27.5 m 1“06/ TERRENO NATURAL GEOTUBOS DE RELLENO N+ 4.60 CONDUCTO PARA LLENADO DE GEOTUBOS H G F E D C -15.0 -3.0 -5.0 -6.0 -7.0 -7.0-6.0 -3.0 -2.0 -1.0 -14.0 -14.0 -14.0 -5.0-4.0 -2.0 -2.0 -3.0 -4.0 -5.0 -5.0 -4.0 -2.0 -14.0 -7.0 -15.0 È5($3$5$(;75$,Ï1'(0$7(5,$/ 'È56(1$'(*,527$/8'1257( A DEPOSITAR COMPLETAMENTE EN BOTADERO CANAL DE ACCESO N- 14.62 MSL DRAGA DE CORTE HONDIUS ESLORA: 86.7 m MANGA: 19.0 m CALADO: 2.95 m '5$*$'(68,Ï1 FILIPPO DRUNELLSCHI ESLORA: 142.5 m MANGA: 27.5 m CALADO: 9.1 3/$17$8%,$,Ï1'(*(278%263$5$217(1,Ï1 Escala 1:5000 LOCALIZACION REGIONAL LOCALIZACION NACIONAL Calima el Darien El Cerrito La Cumbre Cali /2$/,=$,Ï1'(/352(72 1 2 LIMITE DE CONCESION POLYGONAL DEL PROYECTO B A 1 2 3 4 5 6 SANTANDER BOYACA QUINDIO VALLE TOLIMA CAUCA 923.271,191 670.199,461 923.269,344 922.728,431 669.915,266 670.004,757 922.212,916 922.123,878 PUNTO ESTE 2. MSL= MEAN SEA LEVEL (NIVEL MEDIO DEL MAR N.M.M) 2 7 668.432,776 A B 922208.7921 922.182,463 922.122,857 669.903,222 670.050,155 669.925,513 669.961,466 922.026,458 MLWS= MEAN LOW WATER SPRINGS (ALTURA MEDIA DE LAS BAJAMARES DE SICIGIAS Pm.M.Sic) 3. SISTEMA DE REFERENCIA DATUM: MAGNA-SIRGAS PROYECCION: GAUSS KRUGER ORIGEN DE LA ZONA: BOGOTA 225'(1$'$6*(2*5$),$6ž/$71257( ž/21*2(67( 225'(1$'$63/$1$60(75261257( 0(7526(67( '5$*$'(68,Ï13$5$(;75$,Ï1'(0$7(5,$/'(7,32 LAS INDICADAS 70202-096417 F.RODRIGUEZ 8 9 10 11 12 G F D C B 7 8 9 10 E 11 12 H ARAUCA DOBLAR 2013@ DOBLAR DOBLAR DOBLAR +?352(726?',6(f2?352(726?238(57262/2?,1*(1,(5Ë$21(378$/?(678',26,17?':*6?2376$1/$$*2672?02'8/$,21*(278%26))D'O:BL*AR CTB-DC PORT_AD lunes, 01 de septiembre de 2014 04:50:07 p.m. KB 8803.25 DEPARTAMENTO VALLE DEL CAUCA ESCALA: ',6(fÏ 5(9,6Ï $352%Ï 5(9,6,Ï1 FORMATO ISO DIBUJO: )(+$(0,6,Ï1 )(+$5(9,6,Ï1 PROYECTO No. NOMBRE ARCHIVO: PLANO No. CONSECUTIVO: DIS EfO NOTAS No. DESCRIPCION PROYECTO: 62,('$'32578$5,$(1(5*e7,$ MULTIPROPOSITO Y DE CONTENEDORES PUERTO SOLO BUENAVENTURA S.A. CONTIENE: CONVENCIONES CASANARE GUAINIA VAUPES VICHADA AMAZONAS GUAJIRA ATLANTICO MAGDALENA NORTE DE SANTANDER BOLIVAR CESAR CUNDINAMARCA SUCRE CORDOBA ANTIOQUIA CALDAS RISARALDA META CAQUETA HUILA PUYUMAYO 1$5,f2 CHOCO VENEZUELA BRASIL MAR CARIBE OCEANO ATLANTICO PANAMA PACIFICO OCEANO ECUADOR PERU El Aguila RISARALDA TOLIMA CAUCA CHOCO OCEANO PACIFICO El Cairo Ansermanuevo Cartago Ulloa Alcala Obando QUINDIO La Victoria Argelia Versalles Toro La Union El Dovio Caicedonia Bolivar Roldanillo Zarzal Sevilla Trujillo Bugalagrande Andalucia Riofrio Tulua San Pedro Buga Yotoco Restrepo Dagua Guacari Ginebra Palmira Pradera Florida Candelaria Jamundi BUENAVENTURA Vijes Yumbo 1. 72'$6/$6',0(16,21(6(67È1'$'$6(10(7526 ALL DIMENSION ARE EXPRESSED IN METERS. 4. LOS NIVELES Y COTAS INDICADAS SE ENCUENTRAN REFERIDOS AL MSL (MEAN SEA LEVEL) /261,9(/(6'(/$%$7,0(75Ë$+$16,'2720$'26'(/3/$12 %‘36)(%3/$12'(,62%$7$6352(7208/7,352326,72 PUERTO SOLO, ELABORADO POR BATIESTUDIOS COORDENADAS MAGNA SIRGAS ORIGEN:BOGOTA 3 CONCESION PUNTO 6 NORTE 1 ESTE LIMITE DE TIERRA NORTE 4 669.683,500 5 669.152,010 922.756,493 668.434,008 923.097,219 C D 670.013,320 E H 921.896,748 F 921.842,492 669.903,109 G 921.806,575 669.932,148 921.837,280 669.799,929 I J K 921.952,869 669.840,108 922.033,639 669.890,635 922.189,243 669.722,229 7 3 4 K A B C D E F G H I J 5 6 3/$1+$67232*5È),$6,*$+2-$6,9'
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  • 3. 278-II-B(1969), 279-I-A(1970) 7. CARTA NAUTICA. DIMAR 031 GOLFO DE CUPICA A BAHIA DE %8(1$9(1785$(6$/$$f2 8. CARTAS NAUTICAS. DIMAR.760 PUERTO DE BUENAVENTURA. ESCALA $f2 $572*5$)Ë$081,,3,2'(%8(1$9(1785$(6$/$$f26 2001 Y 2012. $(52)272*5$),$6,*$98(/2)272*5$)Ë$6$ (6$/$$f2$(52)272*5$)Ë$6,*$98(/2 )272*5$),$6(6$/$$f2 11. AEROFOTOGRAFIAS, OBLICUAS, ALTURA 1985 m.s.n.m., ESCALA 1:10.000, $f2 12. IMAGEN SATELITAL, SENSOR SPACE SHUTTLE ENDEAVOR, 5(62/8,21PWV$f2 25202-238881 A.ZARATE 00000-15607 L.CHAVES -08f2= AGOSTO-26-2014 AGOSTO-26-2014 O273 A A2 (ARCILLA LIMOSA) '5$*$'(257(3$5$(;75$,Ï1'(0$7(5,$/'(7,32 (SAPROLITO Y ROCA) FASES DE DRAGADO Y RELLENOS PTS-O273-ACC-104 104 3/5 CUADRO DE CANTIDADES DRAGADO 87,/,=$,Ï1'(0$7(5,$/ DESCRIPCION CANTIDAD Pñ DRAGADO CANAL DE ACCESO 59.000 MATERIAL PROCEDENTE DE DRAGADO 3$5$*(278%26'(217(1,Ï1 6(,Ï17Ë3,$ Escala 1:250 A-A DETALLE Escala 1:100 1 ALZADO - LLENADO DE GEOTUBOS CON DRAGA Escala 1:1000 SOBRANTE MATERIALES DE DRAGADO 87.045 (CANAL DE ACCESO) DRAGADO DARSENA DE GIRO Y TALUD 3.904.882 (A DEPOSITAR A BOTADERO)