This paper presents an overview of the engineering challenges associated with long-span zipline systems characterized by low inclination angles. In such installations, particularly when combined with shallow terrain profiles, wind and ice loads can cause significant rope sagging and lateral displacements. Consequently, it is necessary to verify the required safety clearances between the rope and the surrounding terrain, as well as any obstacles located along the route. Since there are currently no dedicated standards specifically governing zipline systems, the assessment was performed in accordance with standards applicable to cableways. Accordingly, relevant excerpts from these standards are presented and discussed. A numerical verification was then carried out using the example of a zipline constructed on Fruška Gora. In addition, the paper provides an overview of the wire ropes and trolleys commonly used in ziplines of this type.