MESYUARAT KHAS LEMBAGA PENGARAH LPSB

with relevant authorities and
oval for the construction

ation of all existing
ffected by construction
y Authorities/Stakeholders.
s and liaison works with
and all relevant
ank guarantees.

nd diversion of traffic from
p during the closure the

ix) Relocation, demolition
reinstatement work as

x) All stakeholder engagem
24/7 emergency respon

xi) Temporary and perman
structures.

xii) Dead man block and an

xiii) Foundations works for

xiv) Make good of existing a
throughout the duratio
maintenance of pavem
the limit of works.

n of existing structures and
necessary

ment including provision of
nse team.

nent earth retaining

nchor sheet piles.

the slip ramp.

adjacent structures
on of the contract which
ment/concrete wharf within

3.256

Current condition of prop

4.025

5.177

posed site for slipway ramp

Current condition of prop

5.177

3.256

posed site for slipway ramp

Existing side

LSD (M)

HAT 1.700 3.4

MHWS 1.120 2.8
MSL 0.000 1.7
MLWS -1.120 0.5
LAT -1.700 0.0

e condition

ACD (M) STRUC
5.177 wharf
4.025 Jetty

400 Step
3.256

820
700
580
000

Level difference at
jetty ramp and the

4.025m – 3.25

Say

t tip of existing
e new ramp

56m = 0.769m

= 0.750m

Water level (ACD) for RORO t

Existing R
Jetty Ramp

High water 3.00m
Low water 1.40m

to berth

Ramp baharu
2.25m
0.65m

Water level (ACD) fo

Existi
Jetty Ra

High water 3.00m
Low water 1.40m

or RORO to berth

ing New proposed
amp Slipway ramp

m 2.25m
m 0.65m

Daily Operational Hour

rs Based on Tide Table

Condition LSD ACD
Ground level 5.177
HAT 1.700 3.482
Step 3.256
MHWS 1.112 2.894
MSL 0.000 1.782
MLWS -1.120 0.662
LAT -1.700 0.082
Reference -1.782 0.000
Sea bed



Benefits of thi
Langkawi Port

• Alternative landi
• Landing is feasib

from 0.65 m t
• Bigger traffic for

3 landing poi

is project to
t Sdn. Bhd.

ing point for RORO
ble for all water depth
to 3.00 m
r Port
int for RORO

Aerial view of proposed

d site for slipway ramp

Relative position of propo

osed site for slipway ramp

Closer plan view of propo

osed site for slipway ramp

View from sea of propos

sed site for slipway ramp

Method of Const

Detection of utilities an
Setting out
Piling

Land side to suppo
Sea side for guide

truction

nd other encroachments,

ort concrete slab
e way

Method of Con

Excavation
Construction of slab

Formwork
Rebar
Concreting
Construction of RC w
Formwork
Rebar
Concreting
Construction of rest

nstruction

b

wall

traint block for guide pile

Method o

Construction
Installation of
Installation of

of Construction

of guideway
f bollard
f fender









TE

ERIMA KASIH

TERIMA KASIH

(435194-P)

LANGKAWI PORT SDN. BHD. (435194-P)
Kompleks Dermaga Tanjung Lembung,
07000 Langkawi, Kedah Darul Aman.
Tel : +604 966 5905 / +604 966 5915

Faks : +604 966 5925
E-mail : [email protected]
Website : http://www.langkawiport.com.my

YOUR EFFICIENT GATEWAY TO LANGKAWI