B Boepinang port is a local port located in Bombana district, Southeast Sulawesi province. The new jetty of Boepinang port is planned to be built to serve general cargo ships with a maximum size of 1.000 DWT. In planning, the jetty must consider the dimensions of the ship and the external loads that work to the jetty, so that the jetty has sufficient dimensions and the strength of the jetty structure can eligible to use. The method used is collecting secondary data which is useful for calculating and analyzing the design of the jetty structure and pile foundation on granular soil. In analyzing the jetty structure, it,s assisted by using SAP2000 software. The design of the jetty includes the location of the jetty face- line, the type of the jetty, the dimension of the jetty, the calculation of the external loads, the determination of the dimensions of the fender, bolder, floor plate, beam, pile cap, and jetty pile. The calculation results obtained that the required water depth for the ship is -5 m, and the required jetty floor elevation is +3,50 m. The length of the jetty is 80 m with a jetty width of 10 m. The jetty type is an open type (jetty) with a jetty structure type, namely deck on pile. The fender used is V type with a deflection of 52,5% and absorption energy of 2 ton-m with a maximum distance of 4 m. The bolder used has a capacity of 250 kN with a maximum distance of 15 m. The thickness of the floor plate used is 200 mm, the dimension of the beam used is 500 mm x 800 mm, the dimensions of pilecap1 is 1,316 mm x 1,016 mm x 1,300 mm, pilecap2 is 2,286 mm x 1,016 mm x 1,300 mm, and pilecap3 is 1,100 mm x 1,100 mm x 1,300 mm. The piles used are steel piles with a diameter of 508 mm and a thickness of 14 mm, with a slope of 1V:5H.