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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 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.


3 Tie (Sleeper) Pre-stressed Concrete Sleeper, 60 cm intervals

Tie type applied should be in line with the standard Class I of Railway.


4 Rail Fastener Double Elastic Type Fastener type applied shall be in line with the standard Class I of Railway.


5 Position of 2nd track from the 1st track

Min. 4m between axis lines


6 Ballast Profile Profiles will follow the distance between tracks


- 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

4-39

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)


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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)



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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.


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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.



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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


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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)

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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


Station : Rawa Buntu

Proposed of over-track stat ion withtwo access



PRIMARY ARTERIAL

ARTERIAL WITH TOLL ROAD


MAIN ROAD COLLECTOR

LOCAL ROAD

FLY OVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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.

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to Sudimara St.

Proposed new access roadwi th veh ic l e lane andpedestrian path(W = 12 m)


Station : Ciater



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCAL ROAD

FLY OVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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)

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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


Station : Sudimara

P roposed newaccess



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCALROAD

FLYOVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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)

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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)


Station : Jurang Manggu

Proposed stat ion square(A : 2000 - 3500 m2)



PRIMARY ARTERIAL


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



SITRAMP

0 200 400 600 800 1000m

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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


Station : Pondok Ranji

MAIN ACCESS TO STATIONPROPOSED ACCESSTO STAT ION

PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCALROAD

FLYOVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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)

4-52

Figure 4.9.9


Station : Bintaro (new)

SITRAMP

Proposed s t at ionsquare (A=2,000 m2)



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCAL ROAD

FLYOVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



SITRAMP

Legend

Figure 4.9.10

Scale : 1;5,000

0 200 400 600 800 1000m

BUSBAY

PLATFORM


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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)


Station : Pondok Betung

MAIN ACCESS TO STATIONPROPOSED ACCESSTO STATION

PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCAL ROAD

FLY OVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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)

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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)


Station : Kebayoran

Proposed fly over

MAIN ACCESS TO STATIONPROPOSED ACCESSTO STAT ION

PRIMARYARTERIAL



MAIN ROAD COLLECTOR

LOCAL ROAD

FLYOVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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


Station : Limo

Proposed busbay and shelter



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCAL ROAD

FLY OVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVELCROSSING

STATION SQUARE

STATION

RAILWAY



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)

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Station : Palmerah



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCAL ROAD

FLY OVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVELCROSSING

STATION SQUARE

STATION

RAILWAY



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)


4-57



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCAL ROAD

FLYOVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



SITRAMP

Legend

Figure 4.9.15

Scale : 1;5,000

0 200 400 600 800 1000m

BUS BAY

PLATFORM


Station : Karet

P roposed newaccess road(W=16 m)


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C o n n e c t i n gBridge for pas-senger accessbuilding


Station : Sudirman



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCALROAD

FLYOVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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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Station : Rasuna Said



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCALROAD

FLYOVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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)

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Station : Mampang

Proposed shelter



PRIMARY ARTERIAL



MAIN ROAD COLLECTOR

LOCALROAD

FLYOVER

UNDERPASS

CONNECTION BRIDGE

UNDERPASS

LEVEL CROSSING

STATION SQUARE

STATION

RAILWAY



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


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