ANNEX 3
FOUR DESCRIPTIONS OF THE TRAFFIC SEPARATION SCHEMES
LANDFALL AND APPROACHES TO PAITA BAY
Reference charts:
PERU - HIDRONAV - 1133 Ed.1997, Rev.1998
PERU - HIDRONAV - 1150 Ed.1987, Rev.1997
Note: these charts are based on World Geodesic Survey WGS-84
Description of traffic separation scheme
The traffic separation scheme for the approaches to Paita Bay consists of the following:
(a) A separation zone bounded by a line connecting the following geographical points:
(1) 05°02'.06S; 81°08'.95W (3) 05°02'.77S; 81°13'.14W
(2) 05°01'.80S; 81°13'.14W (4) 05°02'.52S; 81°08'.95W
(b) A traffic lane for westbound traffic, between the separation zone and a line connecting the following geographical points:
(5) 05°00'.93S; 81°08'.95W (6) 04°59'.63S; 81°13'.14W
(c) A traffic lane for eastbound traffic, between the separation zone and a line connecting the following geographical points:
(7) 05°04'.96S; 81°13'.14W (8) 05°03'.65S; 81°08'.95W
APPROACHES TO PUERT0 CALLAO
Reference charts: PERU - HIDRONAV - 1396 Ed. 1984, Rev.1996
Note: this chart is based on World Geodesic Survey WGS-84
Description of traffic separation scheme
The traffic separation scheme for the approaches to Puerto Callao consists of three parts:
Part I
Northwest approaches
(a) A separation zone bounded by a line connecting the following geographical points:
(1) 12°01'.14S; 77°15'.06W (3) 12°00'.07S; 77°16'.57W
(2) 11°59'.86S; 77°16'.36W (4) 12°01'.31S; 77°15'.31W
