DESIGN OF PARKING SYSTEM, QUEUE ANALYSIS, ROAD PAVEMENT, AND DRAINAGE SYSTEM OF 30 FLOOR APARTMENT KUNINGAN, JAKARTA

• Main Author: Rahmantia, Febrita
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/39539
• Institution: Institut Teknologi Bandung

Kuningan Apartment, Jakarta is a residential area consisting of 30 floors, equipped with three basement floors and four podium floors which provide a parking area. The design of apartment parking requirements is closely related to the number of room units and parking characteristics that occur. Parking requirements were obtained at 192 SRP for cars and 128 SRP for motorcycles, as well as vehicle layout and circulation adjusting to the shape of the building and the provisions of the applicable dimensions. Queue analysis needs to be done to determine the condition of the vehicle queue at the entrance and exit that occurs at the peak parking hours. Determination of access to and out of vehicles and service systems will affect the analysis produced. The length of the vehicle queue is obtained on all doors as big as one vehicle and the longest waiting time occurs at the exit of the vehicle. The selection of apartment access road pavement is based on the type of pavement which provides the lowest cost with a discounted life cycle cost analysis. Rigid pavements were obtained with a plan life of 40 years, using K 300 concrete plates as thick as 175 mm and aggregate layer A grade 125 mm thick. The investment cost for this pavement is estimated at Rp 1,410,873,421 and the annual cost of Rp 35,271,835. Meanwhile, the apartment drainage system includes: gutters, drainage channels, culverts, and drainage pool to accommodate the flow of rain so as not to overflow on the surface of the road. A horizontal 7 inch diameter gutter holds rain flow on the roof and then channels it towards a vertical 4 inch diameter gutter until finally the flow falls to the road surface. Rain that falls to the surface flows into the drainage canal and partially is channeled by the culvert to the drainage pool. The pool can accommodate the volume of runoff in the apartment area until it enters the 3rd hour, before finally being channeled to the nearest water channel.