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The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
4-38
4.9 RAILWAY FACILITY DEVELOPMENT PLAN FOR THE SERPONG AND
THE WESTERN LINES
4.9.1 Technical Standards for Railway Track Facilities
In principle, the Indonesian Railway Standard (PD-10) is referred to as technical standard for
railway track facilities. In the cases that the PD-10 does not stipulate the technical
requirement, other acknowledged Codes / Standards are referred to Table 4.9.1.
Table 4.9.1 Standards of Track Facilities
No. Item Description Remarks Reference
1 Class of Railway Class – I Class of railway is primarily determined by the passing tonnage/year. Class I is applied to serve more than 20 pass ton/year. In addition, the new track could not be in lower class category compared to the existing track.
Railway Standards of PT. KA
2 Rail Type UIC R54 Rail Rail type to be applied should be in line with the standard Class I of Railway.
Railway Standards of PT. KA
3 Tie (Sleeper) Pre-stressed Concrete Sleeper, 60 cm intervals
Tie type applied should be in line with the standard Class I of Railway.
Railway Standards of PT. KA
4 Rail Fastener Double Elastic Type Fastener type applied shall be in line with the standard Class I of Railway.
Railway Standards of PT. KA
5 Position of 2nd track from the 1st track
Min. 4m between axis lines
Railway Standards of PT. KA
6 Ballast Profile Profiles will follow the distance between tracks
Railway Standards of PT. KA
- Ballast depth 300 mm minimum - Shoulder width 500 mm minimum - Edge inclination 1:2 7 Rail Length CWR
(Continuous Welded Rail)
- Railway Standards of PT. KA
Welding type Flash Butt /Thermite 8 Turn-outs R54#10 or bigger
tangent number.
Double Slip Switch or Scissor Crossings should be avoided as much as possible, due to expensive maintenance cost.
4.9.2 Effective Length of Lines in Station Yards
1) Lines for Diesel-Hauled Passenger Train
L = 21 m (passenger car length) x 12 cars + 15.2 m (locomotive length) x 2 locomotives
+ 20 m (margin length) = 302.4 m or more
The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies
Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
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2) Lines for freight trains
L = 16 m (fright car length) x 13 cars + 15.2 m (locomotive length) + 20 m (margin
length) = 243.2 m or more
3) Lines for EC with 8 cars trains
L = 20.7 m (electric car length) x 8 cars + 20m (margin length) = 185.6 m or more
4.9.3 Earthwork Volume
The earthwork volume on the Serpong line double tracking and the shortcut with the Western
line (cutting bank volume, embankment volume, bridge, level crossing drainage, etc) are
shown in Table 4.9.2.
Table 4.9.2 Earthwork Volume
Item Serpong Line Western Line (Between Palmerah – Mampang)
Cutting bank 125,000 m3 - Embankment 73,000 m3 -
Retaining wall 6,600 m2 - Drainage (U Type) 23,500 m 1,000 m Extension of level
crossing 930 m2 320 m2
Bridge 32 locations Elevated Track =800 m Sub-ballast 70,400 m3 3,000 m3
Fence 10,000 m 2,000 m
4.9.4 Design Standards
The Standard of the alignment, roadbed and railway was adopted from the Indonesian railway
standard (PD-10). The design standards are shown in Table 4.9.3.
Table 4.9.3 Design Standard
Item Standard Curve Minimum Radius=300 m
Track Distance Minimum =4.0 m Bridge Section 4.5 m
Maximum Gradient i=2.6 % (Palmerah - Karet) Rail UIC R54 Sleeper Concrete Sleeper( Interval 60cm) Ballast Minimum =300 mm Shoulder Minimum =500 mm
Track Structure
Turnout R54 (1:10)
The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
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Figu
re 4
.9.1
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The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies
Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
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Figu
re 4
.9.2
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ross
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The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
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4.9.5 Station Structure Plan
The basic station structure is planned to be over-track station. The existing over-track
stations are the Tanah Abang station and the Sudirman (the former Dukuh Atas) station in
Jabodetabek area. In this study, most of stations were designed as over-track stations like the
Sudirman station, however, Jurang Manggu station was planned as a ground station because
it is on an embanked segment (height =5m).
Table 4.9.4 Station Structural Plan
Station Classification
Serpong Line Western Line
Over-track Station
1) Serpong, 2) Rawa Buntu, 3) Sudimara, 4) Pondok Ranji, 5) Kebayoran, 6) Palmerah,
1) Karete, 2) Sudirman*), 3) Mampang
New Station (Over-track
Station)
1) Ciater, 2) Bintaro, 3) Pondok Betung, 4) Limo,
1) Rasuna Said
New Station (Ground Station)
1) Jurang Manggu -
Total 11 stations 3 stations *): Sudirman station has no improvable plan. The stations which need passing track for express trains include Kebayoran, Pondok Ranji,
Sudimara and Serpong station. In the track layout plan of the Serpong station, shunting
operation for long distance train from Merak is taken into account.
4.9.6 Design of Platforms
(1) Length
1) For Passenger car trains
L = 21 m (passenger car length) x 12 cars +20 m (margin length) = 280 m or more
2) For EC with 8 cars trains
L = 20.7 m (electric car length) x 8 cars + 20 m (margin length) = 185.6 m or more
3) For EC with 12 cars trains
L = 20.7 m (electric car length) x 12 cars + 20 m (margin length) = 268.4 m or more
(2) Width
Minimum width of platforms
1) In the case of side platforms: 2.0 m
2) In the case of island platforms: 3.0 m (6.0 m around staircases)
The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies
Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
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Table 4.9.5 Current Situation of the Proposed Stations
No. Station Name Building & Station Area Condition Traffic Circulation & Transportation
Network 1 Rasuna
Said* The station is planned to be built under the bridge of Jl Rasuna Said with main entrance from Jl. Latuharhari and to form an over-track station. The station square will be provided across station, separated Jl. Latuharhari. At present the land is used as green area/park.
Pedestrian accessibility to the station should be improved because of high density traffic on Jl. Rasuna Said. A busbay and a bus shelter are properly prepared so that the traffic flows are not disturbed.
2 Limo The new station is planned between Palmerah and Kebayoran stations and to be an over-track station. The station square will be across the station building, separated Jl. Tentara Pelajar, and become one substation and have its own signaling equipment facilities.
The traffic flows surrounding the station in peak hours are considerably high, thus adequate arrangement of passenger flows and improvement of pedestrian accessibility to the station building and the station square are needed.
3 Pondok Betung
The station will be added between Kebayoran and Bintaro stations. There is an existing platform and the proposed structure is over-track station with two passing tracks.
The station is to be located +200 m from level crossing with Jl Bintaro Permai and near flyover/bridge Kebon Jeruk - Pondok Pinang toll road
4 Bintaro The station will be located between Pondok Betung and Pondok Ranji stations. An over-track station is proposed.
The station is located among housing complexes of Bumi Bintaro Permai and Bintaro Jaya I. Various modes of transportation are available such as mikrolet and ojek.
5 Jurang Manggu
The station will be developed between Pondok Ranji and Sudimara stations. It is proposed to construct a ground station with two passing tracks.
The road to the station is accessible from Jl Cendrawasih.
6 Ciater The station will be between Sudimara and Serpong stations. A ground station is proposed.
The road to the station is accessible and near Nusa Loka Bumi Serpong Damai housing area.
**) Western Line
4.9.7 Design Concept of the Station Building
Railway stations are public building from which passengers travel by using the train. The
station building acts as a transition space between the street or station square and the platforms.
(1) Planning and Space Requirements
1) Space of a station is functionally divided into station office zone and passenger zone.
Passenger flows become complex as a size of station increases. Careful planning is
needed in conjunction with implementing the following:
2) Facilities for passengers should be positioned near the major street or towards to the
center of station square.
The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
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3) Circulation of passenger flows should be shortened and simplified as much as possible.
In this regard, facilities serving for passengers such as platforms, pedestrian bridges,
concourse and ticketing facilities should be placed in strategic locations to function
properly.
4) Appropriate circulation pattern of vehicles and pedestrians should be taken into
consideration for designing a station square.
5) It is important for passengers to locate the ticket office at the first access point and should
be located in the most visible place.
6) It is desirable to unify the station office zone with an efficient layout.
7) Enough clearances should be kept to secure smooth passenger flows.
(2) Design Standards
The space requirement of the station is based on the passenger demand in the year 2020. The
size and layout of the station building and related facilities shall be determined by the
following factors:
• Number of boarding and alighting passengers /day
• Number of passengers in the peak hour
• Peak ratio
• Total number of station staff and number of station staff / day
(3) Architectural Design Concept
1) Planning Concept
• Station Layout
A layout of stations is determined by track geometry, operational requirements,
forecasted passenger demand and electrical and mechanical requirements. The station
shall be divided into public and non-public areas (restricted area). The public areas
shall be further subdivided into ‘paid’ and ‘unpaid’ areas. Stations shall be located
either beside platforms on ground or over-tracks, taking station-specific constraints into
account.
• Entrances
Station entrances shall be located with particular reference to passenger flow pattern, the
formation of station square and physical site constraints.
The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies
Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
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CONCOURSE
PUBLIC AREA
STATION OFFICE
UNPAID AREA
PAID AREA
PLATFORM
ENTRANCE
NON-PUBLIC AREA
• Concourse
Typically the concourse will contain the ticket barrier in a manner that divides the
concourse into distinct areas. The ‘unpaid area’ is a space where passengers gain
access to the systems, obtain travel information and purchase tickets. Passing through
the ticket barrier passengers enter the ‘paid area,’ which includes access to the platforms.
The arrangement of the concourse is assessed on a station-by-station basis and is
determined by site-specific constraints and passenger access requirements. However, it
shall be planned in such a way that the ticket hall supervisor can achieve maximum
surveillance over the ticket office. Ticket barrier and ticket office shall be positioned to
minimize cross flows of passengers and provide adequate circulation space.
• Station Accommodation
Office accommodation, operational areas and M/E (what’s M/E) space is required in the
non-public areas at each station. The arrangement of the station accommodation shall be
planned on station-by-station basis and is determined by station layout, site constraints
and passenger access requirements.
Figure 4.9.3 Planning Concept of Station Zoning
2) Stations Location and Station Square
In order to support urban development, the interface between the urban environment and the
railway is very important. The railway station shall play a major role as interchange point
between the railway system and the other urban transportation system.
For safety of pedestrians, busbays and private car parking areas should be separated. In the
front area, a minimum crossing between pedestrians and vehicles are allowed for effective use
The Study on Integrated Transport Master Plan for JABODETABEK (Phase II) Final Report, Volume 2: Pre-Feasibility Studies Chapter 4 Serpong Line Double Tracking, Access Improvement & Integrated Land Development
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of space. From the functional and architectural points of view, the desirable layout for the
station square area is to locate it along the platform.
Besides, the efficiency aspect and land utilization surrounding the station square should be
considered.
3) Prototype Design of Station
Two typical station designs shall be applied for the Serpong Line and the Western Line: one is
over-track station and the other ground level station. In principle, over-track station will be
applied except for the stations located on the embankment or locations with technical
difficulty.
• Over-Track Stations
The following 10 stations on the Serpong Line shall be over-track stations: Palmerah
Station, Limo Station, Kebayoran Station, Pondok Betung Station, Bintaro Station,
Panduk Ranji Station, Sudimara Station, Ciater Station, Rawa Buntu Station and
Serpong Station. On the Western Line, Sudirman Station, Rasuna Said Station and
Mampang Station shall be over-track stations.
• Ground Level Stations
Ground level station shall be planned at Jurang Manggu Station (Serpong Line) only.
Station layouts are different according to platform type and the number of passing tracks.
Standard stopping stations have two platforms. At stations with three tracks, two
platforms are provided as well: one lateral and the other located centrally between two
tracks and called “Island Platform.”
For some stations the number of platforms is larger. Except for the over-track station,
platforms are covered by shelters, equal to the platform length.
One pedestrian bridge is provided at small-size stations for access to the opposite
platform and two pedestrian bridges at medium-size stations. At over-track stations
passengers can access from concourse to platforms by stairs.
The access Road and station square development plan of each station will be shown in
Figure 4.9.4 –4.9.18.
Proposed new accessroad (W=16 m)
toBogor
Expansion of s ta t ionsquare (A =4,000 m2)
Road widening of theexi st i ng mai n accessroad (W=16 m)
Proposed of fly over
Road widen ing of theexisting road with busbay and pedestrian path(W=26 m)
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLLROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.4
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
Access Road and StationSquare Development Plan
Station : Serpong
Proposed of Stabl ingYard (A =10,500 m2)
4-47
Road widening ofmain access road(W=16 m)
P roposed newaccess road withvehicle lane andpedestrian path(W = 16 m)
Extension of exist-ing stat ion squareto be convertedinto depot
Access Road and StationSquare Development Plan
Station : Rawa Buntu
Proposed of over-track stat ion withtwo access
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLY OVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.5
Scale : 1;5,000
0 200 400 600 800 1000m
BUSBAY
PLATFORM
Proposed Sta t ionSquareA=4,000 - 6,000 m2
to Ciater St.
to Serpong St.
4-48
to Sudimara St.
Proposed new access roadwi th veh ic l e lane andpedestrian path(W = 12 m)
Access Road and StationSquare Development Plan
Station : Ciater
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLY OVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.6
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
Proposed bus bayand shelter
Proposed stationsquare (A=900 m2)
4-49
Road widening of theexisting main access(W=16 m)
Road widening of theexisting road with busbay and pedestr ianpath (W=26 m)
Proposed fly over
Access Road and StationSquare Development Plan
Station : Sudimara
P roposed newaccess
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCALROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.7
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
Extension of stat ionsquare (A=3,000 m2)
4-50
Extens ion of the exist ingmain access with vehiclelane and pedestrian path(W=16 m)
Road w iden ing o f t h eexisting road with bus bay andpedestrian path (W=26 m)
Access Road and StationSquare Development Plan
Station : Jurang Manggu
Proposed stat ion square(A : 2000 - 3500 m2)
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARYARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLY OVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVELCROSSING
STATION SQUARE
STATION
RAILWAY
Legend
Figurre 4.9.8
Scale : 1;5,000
BUS BAY
PLATFORM
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
0 200 400 600 800 1000m
4-51
Figure 4.9.8
Road widening of theexist ing main access(W=16 m)
Road widening of the exist-ing road (W=26m)
Proposed fly over
Access Road and StationSquare Development Plan
Station : Pondok Ranji
MAIN ACCESS TO STATIONPROPOSED ACCESSTO STAT ION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCALROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.9
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
Proposed of square(A=2,000 m2)
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Figure 4.9.9
Access Road and StationSquare Development Plan
Station : Bintaro (new)
SITRAMP
Proposed s t at ionsquare (A=2,000 m2)
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.10
Scale : 1;5,000
0 200 400 600 800 1000m
BUSBAY
PLATFORM
Proposed bus bayand shelter
4-53
Oute r Ri ng R oad(Under Construction)
Road widening of theexisting main acces sroad with vehicle laneand pedest rian path(W=16 m)
Road widening of theexisting road (W=26 m)
Access Road and StationSquare Development Plan
Station : Pondok Betung
MAIN ACCESS TO STATIONPROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLY OVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figurre
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
Road wideni ng of theexisting road (W=26 m)
4-54
Figure 4.9.11
Road widening of theexisting road for newaccess to sta t ionsquare (W=26 m)
E xte ns ion of t heexist ing main ac cessfor side access to stationbuilding (W=16 m)
Access Road and StationSquare Development Plan
Station : Kebayoran
Proposed fly over
MAIN ACCESS TO STATIONPROPOSED ACCESSTO STAT ION
PRIMARYARTERIAL
ARTERIAL WITH TOLLROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figurre
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
Propos ed stationsquare (A : 2000 m2)
4-55
Figure 4.9.12
toG
atot
Subr
oto
Connecting bridge forpassenger access tostation building
Access Road and StationSquare Development Plan
Station : Limo
Proposed busbay and shelter
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLY OVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVELCROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.13
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
Extension of sta -tion square (A =900 m2)
4-56
Access Road and StationSquare Development Plan
Station : Palmerah
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLY OVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVELCROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.14
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORMProposed stationsquare for parkingarea (A=550 m2)
Proposed bus bayand shelter
4-57
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLLROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCAL ROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.15
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
Access Road and StationSquare Development Plan
Station : Karet
P roposed newaccess road(W=16 m)
Proposed bus bayand shelter
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C o n n e c t i n gBridge for pas-senger accessbuilding
Access Road and StationSquare Development Plan
Station : Sudirman
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCALROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.16
Scale : 1;5,000
0 200 400 600 800 1000m
BUSBAY
PLATFORM
Square for feederserviceA=2,500 m2
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Access Road and StationSquare Development Plan
Station : Rasuna Said
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCALROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.17
Scale : 1;5,000
0 200 400 600 800 1000m
BUS BAY
PLATFORM
P roposed st at ionsquare (A=7,500 m2)
Connecting Bridge foraccess to s ta t i onbuilding
Proposed wideningbridge for prepare thebus bay (W=32 m)
4-60
Access Road and StationSquare Development Plan
Station : Mampang
Proposed shelter
MAIN ACCESS TO STATION
PROPOSED ACCESSTO STATION
PRIMARY ARTERIAL
ARTERIAL WITH TOLL ROAD
PROPOSED PRIMARY ARTERIAL
MAIN ROAD COLLECTOR
LOCALROAD
FLYOVER
UNDERPASS
CONNECTION BRIDGE
UNDERPASS
LEVEL CROSSING
STATION SQUARE
STATION
RAILWAY
The Study onIntegrated Transportation
Master Plan forJabodetabek (Phase 2)
SITRAMP
Legend
Figure 4.9.18
Scale : 1;5,000
0 200 400 600 800 1000m
BUSBAY
PLATFORM
Connect ing Br idge fo raccess to station building
Proposed bus bayand shelter
4-61
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