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D
3
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4.94.6
5.2
4.3
5.1
16.7
5.1
4.6
13.7
17.3
4.3
5.0
5.4
17.2
5.84.2
5.7
16.6
15.9
5.5
5.5
L
L
L L
LL
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L
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Road
TS
TS
TS
TS
TS
TS
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Pipelines
·º
·º
Nulla
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4.7
5.0
5.7
5.4
4.6
5.2
5.3
5.1
4.6
4.3
4.8
L
L
L
L
H
L
L
L
L
L
L
CAR
GO
CIR
CUIT
‡f„B
„D
4.7
4.2
4.8
4.7
5.2
5.3
5.6
5.7
5.7
5.25.0
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(Car Park under)
† ⁄̃» fiy
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Block 6
Block 5
Richland Garden
s Shopping Cen
tre
80
„C…Ö‡ı
Playground
RCP
ESS
5.5
4.4
4.4
5.2
5.3
4.9
5.3
15.5
5.0
4.4
5.8
4.9
5.0
5.3
5.2
L
LL
H
L
HH
LL
L
LL
L
H
L
H
L
L
L
LHL
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L
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4.8
4.8
5.1
Filena
me :
\\
hkgnts18\transfer\fw\civil\fro
m\
Eddie
Ai\
WO
RKIN
G\
23
462
_2
2001.d
gn
9/6/2
011
Printed by :
Rev.
Status
Rev DateByDescription
Drawn
Drawing no.
Date Checked
Drawing title
Scale
COPYRIGHT RESERVED
Project title
Consultant
Approved
Civil Engineering and
Development Department
c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
“aƒÀSw P
⁄⁄⁄ß
°Œ»Úfii¶T
Exhibition Centre
Trade and
International
⁄EÀs˘WKOWLOON BAY
•s»Z–^SAN PO KONG
–m›i�h
Estate
Choi Hung
˜R·„“ƶØ
Gardens
Richland
'W¥Û�h
Estate
Ping Shek
⁄߃À˘WNGAU CHI WAN
⁄߃À˘W§ł
Village
Ngau Chi Wan
‚¯«e‡òNga Tsin Wai
“öÀ[“ƶØRhythm Garden
–Ò•~�h
Estate
Kai Yip
“FÀY�h
Estate
Tung Tau
Garden
Kai Tak
–m ›iChoi H
ung
PRINCE
EDWARD ROAD
EAST
⁄Ó⁄l
„D“F
CH
OI
HU
NG
7
2
KAI TAK TUNNEL–Ò…wÀG„D
CITY
KOWLOON
KONG
SAN PO
ESTATE
CHOI HUNG
BAY
KOWLOON
N
ML04 0+360
ML04 0+380
ML04 0+520
ML04 0+500
ML04 0+480
ML04 0+460
ML04 0+440
ML04 0+420
ML04 0+400
ML04 0+540
ML04 0+545
ML05 0+180
ML05 0+160
ML05 0+140
ML05 0+200ML05 0+220
ML05 0+240
ML05 0+120
ML05 0+242
ML05 0+100
ALIGNMENT ML05
MD200-2 2+200
MD200-2 2+180
MD200-2 2+160
MD200-2 2+140
MD200-2 2+120
MD200-2 2+100
MD200-2 2+080
MD200-2 2+060
MD200-2 2+040
MD200-2 2+020
MD200-2 2+000
MD200-2 1+980
ALIGNMENT MD200-2
ALIGNMENT ML04
MD200-2 1+981
5.00
5.00
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.50
5.50
5.50
5.50
5.50
5.50
5.75
5.75
5.75
5.75
5.75
5.75
5.75
5.75
5.75
5.75
5.10
5.10
5.10
4.75
4.75
5.00
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.25
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.75 5
.75
5.75
5.50
5.50
5.75
5.75
5.25
001
002
003
004
005
006
007008
009
010
011
012
013
014
015
016
017
018
019020
021
022
023024
025
026
027
028
029
032
033
034
035
036
037
038
039
040
041
048
047046
051
059060
061
062
063064
065
066
067
068
069
070
045
042
043
044050
030
838800
E
839000
E
839200
E
N
820800 N
821200 N
821000 N
WM
-
08/10
KEY PLAN
ROAD L5
ROAD L4
ROAD D2
NOTES:
23462/22001
1:1000
TO DRAWING NO. 23462/22011.
4. VERTICAL PROFILES OF ROADS REFER
PRINCIPAL DATUM (P.D.).
3. LEVELS ARE IN METRES RELATIVE TO
SHOWN.
IN METRES UNLESS OTHERWISE
2. DIMENSIONS AND CHAINAGES ARE
HONG KONG METRIC GRID (1980).
1. CO-ORDINATES ARE RELATIVE TO
ROAD SETTING OUT
AND CONTOUR LAYOUT
POE 2+215.000 839030.8323 820911.0898
PT 2+118.0107 838961.5940 820843.1708
CC 838427.0047 821388.1453 -763.402
POB 1+9600.000 838838.1871 820744.9409
Point Chainage Easting Northing Radius
Setting-out data MD200-2
POE 0+241.5311 838718.1954 821033.9415
POB 0+350.0000 838863.5969 821097.1448
Point Chainage Easting Northing Radius
Setting-out data ML05
POE 0+545.2306 838723.6366 821233.2554
POB 0+360.0000 838856.4279 821104.1166
Point Chainage Easting Northing Radius
Setting-out data ML04
CO ORDINATES
POINTS EASTING NORTHING
003 838769.682 821200.194
004 838756.662 821208.322
005 838741.165 821223.393
006 838736.630 821233.669
007 838723.585 821220.256
008 838733.984 821216.009
009 838749.481 821200.938
010 838757.969 821188.150
011 838778.071 821168.601
012 838789.628 821161.896
013 838802.422 821149.453
015 838771.811 821096.461
016 838759.024 821087.973
017 838740.897 821069.334
018 838732.769 821056.315
019 838728.058 821051.470
020 838717.782 821046.935
021 838731.195 821033.890
022 838735.442 821044.289
023 838810.102 821121.061
024 838831.313 821121.357
025 838930.351 820832.136
026 838913.230 820821.380
027 838893.206 820804.797
028 838879.447 820789.982
029 838846.848 820766.667
030 838855.060 820757.092
032 838864.670 820760.752
033 838862.433 820764.059
034 838940.805 820821.404
035 838942.091 820828.025
036 838966.900 820846.204
037 839008.557 820871.729
038 838974.598 820838.417
039 838968.171 820832.089
040 838955.866 820815.940
041 838936.480 820798.615
042 838919.055 820788.194
043 838892.159 820767.113
044 838877.409 820745.095
045 838977.980 820826.466
046 838885.004 820748.384
050 838836.535 820752.228
051 838831.264 820768.325
059 838827.877 821114.237
060 838817.271 821114.089
061 838742.611 821037.317
062 838741.195 821033.851
063 838717.463 821056.930
064 838720.889 821058.441
065 838792.761 821132.346
066 838797.834 821143.454
067 838733.504 821206.013
068 838723.280 821210.258
069 838746.608 821232.111
070 838748.870 821226.362
001 838796.809 821169.280
002 838789.783 821180.645
014 838802.718 821128.242
031 NOT USED
052-058 NOT USED
047 838881.127 820745.626
048 838877.738 820741.471
049 NOT USED
LEGEND:
PEDESTRIAN STREET
SITE BOUNDARY
GK-
WORKING
FOR CONSTRUCTION 07/11
TL FW
Filena
me :
\\
hkgnts18\transfer\fw\civil\fro
m\
Eddie
Ai\
WO
RKIN
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23
462
_2
613
1.d
gn
9/6/2
011
Printed by :
Rev.
Status
Rev DateByDescription
Drawn
Drawing no.
Date Checked
Drawing title
Scale
COPYRIGHT RESERVED
Project title
Consultant
Approved
Civil Engineering and
Development Department
c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
04/09KKL
SHRUB PLANTING SCHEDULE
N.T.S
23462/26131
GK-
-
WORKING
FOR CONSTRUCTION 07/11
FWTL
ABB SCIENTIFIC NAME CHINESE NAME SPACING(mm) SPREAD(mm) QTYHEIGHT(mm)
300 300 400MP MURRAQA PANICULATA ⁄E¤‰›»
300 300 400FBV FICUS BENJAMINA ’VAR’ ¶À“G««”_
300 500 400CV CODIAEUM VARIEGATUM ¯x“÷”_
200 200IC ¾í‹ıÀs†î“ÆIXORA COCCINEA
300 500 400AS “Æ‚›˘v⁄s`⁄ALPINIA SPECIOSA
300 500 400AW ‹ıfiÆ
ACALYPHA WILKESIANA
PT PITTOSPORUM TOBIRA fiüfiä“Æ 300
200 200LMP µµ“Æ°¤¯Õ⁄ƒ’PURPLE’
LANTANA MONTEVIDENSIS
OI 100 150 150OI
’ARGENTEO-MARGINATUS’
OPHIOPOGON INTERMEDIUS »¨fl¾“u¶¥fló
SZ SYZYGIUM CAMPANULATUM •s¥['Y‹ı•£ 500 800 450
1200CR CYCAS REVOLUTA »æ§À“Q 1000800
NOTES:
54300
33282
725
8827
9773
7843
1786
4990
150
150
36601
4008
35460
500 500
ABB SCIENTIFIC NAME CHINESE NAME SPACING(mm) SPREAD(mm) QTYHEIGHT(mm)
300 300 400MP MURRAQA PANICULATA ⁄E¤‰›» 730
500 400HR(YELLOW DOUBLE)
HIBISCUS ROSA-SINENSIS905
ABB SCIENTIFIC NAME CHINESE NAME SPACING(mm) SPREAD(mm) QTYHEIGHT(mm)
¶À“Æ⁄j‹ı“Æ 400
SHRUB PLANTING SCHEDULE (FOR DRAWING NO. 23462/26111-26112 ONLY):
(FOR DRAWING NO. 23462/26602 ONLY):
SHRUB PLANTING SCHEDULE FOR SEWAGE PUMPING STATION PS1A
(FOR DRAWING NO. 23462/26111-26112 ONLY):
GROUNDCOVER PLANTING SCHEDULE
200 200
150 150
150
ABB SCIENTIFIC NAME CHINESE NAME SPACING(mm) SPREAD(mm) QTYHEIGHT(mm)
IS IXORA STRICTA †Ó‚›Às†î“Æ
“Æ¥˝ˆˆ
ॴ[Ү
AP ARACHIS PINTOI
CUPHEA HYSSOPIFOLIA
4040
100 100 100
150CH
(FOR DRAWING NO. 23462/26602 ONLY):
GROUNDCOVER PLANTING SCHEDULE FOR SEWAGE PUMPING STATION PS1A
(FOR DRAWING NO. 23462/26603 ONLY):
GROUNDCOVER PLANTING SCHEDULE FOR SEWAGE PUMPING STATION PS1A (ROOF FLOOR)
200 200
200 200LMP µµ“Æ°¤¯Õ⁄ƒ’PURPLE’
LANTANA MONTEVIDENSIS
150
150 4500
ABB SCIENTIFIC NAME CHINESE NAME SPACING(mm) SPREAD(mm) QTYHEIGHT(mm)
LS LANTANA SELLOWIANA °¤¯Õ⁄ƒ
AD 100 100
3085
100
54120
11700
N.A.LJ LONICERA JAPONICA “÷»¨“Æ 500 - 20
AND 26602 TO 26603.
TO DRAWING NO. 23462/26111, 26112
2. FOR SHRUB PLANTING PLAN REFER
23462/26001.
SPECIFICATION REFER TO DRAWING NO.
1. FOR SOFT LANDSCAPE WORKS
ARACHIS DURANENSIS ‰fl“Æ¥˝
9357
150 150150SP SYNGONIUM PODOPHYLLUM ¥Õ‰„‰” 7210
300 300
400
LM 150 200 200
1448
7512
120600 1000
RH
PP
CR
†Ó‚›·˜ƒ¸
¥fi‚›‹Kƒ—
»æ§À“Q
µµ°¤¯Õ⁄ƒ
350
AS SHOWN
800-1000
250
SHRUB PLANTING MODULE 11
RHAPIS HUMILIS
PHILODENDRON PITTIERI
CYCAS REVOLUTA
LANTANA MONTEVIDENSIS
300
400 610
365
150 150
HP
PP
CH
⁄Ѱ󇾿…
⁄h›X“Æ
500
250
SHRUB PLANTING MODULE 12
¥fi‚›‹Kƒ—PHILODENDRON PITTIERI
CUPHEA HYSSOPIFOLIA
’GOLDER TOREIT"
HELICONIA PSITTACORUM
300
150
800
300 300
400
1648
152600 1000
RH
PP
CR
†Ó‚›·˜ƒ¸
¥fi‚›‹Kƒ—
»æ§À“Q
350
AS SHOWN
800-1000
250
RHAPIS HUMILIS
PHILODENDRON PITTIERI
CYCAS REVOLUTA
LM LANTANA MONTEVIDENSIS µµ°¤¯Õ⁄ƒ 150 200 200
SHRUB PLANTING MODULE 13
300
400 504
400
150 150
HP
PP
CH
⁄Ѱ󇾿…
⁄h›X“Æ
500
250
SHRUB PLANTING MODULE 14
¥fi‚›‹Kƒ—PHILODENDRON PITTIERI
CUPHEA HYSSOPIFOLIA
’GOLDER TOREIT"
HELICONIA PSITTACORUM
300
150
800
28568
24025
44688
13028
2128
10/10
-
KKL
1:100 @A1, 1:200 @A3
2500 5000 5000 5000 5000 5000 5000 2500
32
50
35000
SCALE 1:100
23462/26121
METRES
1 : 100
0 1 2 3 4 5
ABB SCIENTIFIC NAME CHINESE NAME SPACING(mm) SPREAD(mm) QTYHEIGHT(mm)
78
AW
1
PT PT
1
PT
1
CV
53
FBV
16378
AW
78
AWFBV
202 202
CV
53
MP
163
PT
1
PT
1
PT
1
AW
78
AW
78
AW
78
LMP
334
LMP
334
GROUNDCOVER PLANTING SCHEDULE
200 200LMP µµ“Æ°¤¯Õ⁄ƒ 100 668
MP
SHRUB PLANTING MODULE NO. 1 FOR LINEAR PLANTING AREAS
1200 1200PT PITTOSPORUM TOBIRA 6fiüfiä“Æ AS SHOWN
300 500 400 106CV CODIAEUM VARIEGATUM ¯x“÷”_
300 500 400 468AW
ACALYPHA WILKESIANA ‹ıfiÆ
300 300 400 365MP MURRAYA PANICULATA ⁄E¤‰›»
300 300 400 365FBV FICUS BENJAMINA ’VAR’ ¶À“G««”_
SHRUB PLANTING DETAIL
’PURPLE’
LANTANA MONTEVIDENSIS1
50
0
SCALE 1:100
ABB SCIENTIFIC NAME CHINESE NAME SPACING(mm) SPREAD(mm) QTYHEIGHT(mm)
300 500 400AW
ACALYPHA WILKESIANA ‹ıfiÆ
300 300 400MP MURRAYA PANICULATA ⁄E¤‰›»
300 400FBV FICUS BENJAMINA ’VAR’ ¶À“G««”_
SHRUB PLANTING MODULE NO. 10 FOR LINEAR PLANTING AREAS
SHRUB PLANTING SCHEDULE (PER 10 METER)
400
50005000
AW
22
MP
40
AW
22 50
FBV
22
AW
AW
22
50
MP
22
AW
AW
22
40
90
90
SHRUB PLANTING SCHEDULE (PER 35 METER)
FBV
132
NOTE:
TO DWG. NO. 23462/26111 & 26112.
1. FOR SHRUB PLANTING PLAN REFER
MODULE NO. 1 AND NO. 10
GK-
WORKING
FOR CONSTRUCTION 07/11
FWTL
Filena
me :
\\
hkgnts18\transfer\fw\civil\fro
m\
Eddie
Ai\
WO
RKIN
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23
462
_2
612
1.d
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9/6/2
011
Printed by :
Rev.
Status
Rev DateByDescription
Drawn
Drawing no.
Date Checked
Drawing title
Scale
COPYRIGHT RESERVED
Project title
Consultant
Approved
Civil Engineering and
Development Department
c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
TS
TS
TS
TS
TS
·ºN u l l a h
4.7
5.0
5.4
4.6
5.3
5.1
4.3
4.8
L
H
L CARGO CIRCUIT‡f„B„D
4.8
TS
5.1
13.7
LL‡f„B„D
Elevate
d Road
“aƒÀSw P
⁄⁄⁄ß
°Œ»Úfii¶T
Exhibition Centre
Trade and
International
⁄EÀs˘WKOWLOON BAY
•s»Z–^SAN PO KONG
–m›i�h
Estate
Choi Hung
˜R·„“ƶØ
Gardens
Richland
'W¥Û�h
Estate
Ping Shek
⁄߃À˘WNGAU CHI WAN
⁄߃À˘W§ł
Village
Ngau Chi Wan
‚¯«e‡òNga Tsin Wai
“öÀ[“ƶØRhythm Garden
–Ò•~�h
Estate
Kai Yip
“FÀY�h
Estate
Tung Tau
Garden
Kai Tak
–m ›iChoi H
ung
PRINCE
EDWARD ROAD
EAST
⁄Ó⁄l
„D“F
CH
OI
HU
NG
7
2
KAI TAK TUNNEL–Ò…wÀG„D
CITY
KOWLOON
KONG
SAN PO
ESTATE
CHOI HUNG
BAY
KOWLOON
N
Filena
me :
\\
hkgnts18\transfer\fw\civil\fro
m\
Eddie
Ai\
WO
RKIN
G\
23
462
_2
6112.d
gn
9/6/2
011
Printed by :
Rev.
Status
Rev DateByDescription
Drawn
Drawing no.
Date Checked
Drawing title
Scale
COPYRIGHT RESERVED
Project title
Consultant
Approved
Civil Engineering and
Development Department
c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
MATCH LINE
CARGO CIRCUIT
13.7
4.3
L
L
L
LL
‡f„B„D
°“‹[
„D‚ô
Elevate
d Road
E 838700
MATCH LINEN 820900
E 838800
E 838900
E 839000
N 821000
N 821100
N 820800
N 820700
KEY PLAN
SEE DRG 23462/26111
FOR CONTINUATION
ROAD D2
SPS
RCP
NOTES :
08/10KKL
(SHEET 2 OF 2)
23462/26112
SHRUB PLANTING PLAN
1:500 @A1, 1:1000 @A3
AW
AS
AS
IC
PT
CR
AS
MP
IC
CR
CV
CR
OI FBV ICMP
AS
CR
AW
AS
ASCR
AS IC OI IC
CV
IC AS
CR AW
OI
CR
CV
AW CR PT CR
IC OI IC
CV
FBV
MODULE NO.1
SHRUB PLANTING
MODULE NO.1
SHRUB PLANTING
SZ
MODULE NO.1
SHRUB PLANTING
MODULE NO.1
SHRUB PLANTING
MODULE NO.1
SHRUB PLANTING
750
1500
12100
4120
1450
70
1150 90
123503650
2450
708900
85
80055 5100 1450 130 1400 2600 75 300 60
1800
620
3900510032001100
9035002100
85001400470095042007300
55001500230015500
23462/26601 - 26603.
PLAN REFER TO DWG. NO.
2. FOR PS1A TREE & SHRUB PLANTING
DRAWING NO. 23462/26111.
1. FOR NOTES AND LEGEND REFER TO
DWG. NO. 23462/26601-26603
PLANTING PLAN REFER TO
FOR PS1A TREE & SHRUB
MATCH LINE
SEE INSET A
FOR CONTINUATION
INSET A
N
N 820900
4990
GK-
MODULE NO.11
SHRUB PLANTING
MODULE NO.12
SHRUB PLANTING
MODULE NO.11
SHRUB PLANTING
MODULE NO.12
SHRUB PLANTING
MODULE NO.11
SHRUB PLANTINGMODULE NO.11
SHRUB PLANTINGMODULE NO.11
SHRUB PLANTING
MODULE NO.13
SHRUB PLANTING MODULE NO.13
SHRUB PLANTING
MODULE NO.11
SHRUB PLANTING
MODULE NO.12
SHRUB PLANTING
PEDESTRIAN STREET
PEDESTRIAN STREET
PEDESTRIAN STREET
-
WORKING
FOR CONSTRUCTION 07/11
FWTL
Rev.
Status
Rev DateByDescription
Drawn
Drawing no.
Date Checked
Drawing title
Scale
COPYRIGHT RESERVED
Project title
Consultant
Approved
Contract No. KL/2010/03
Kai Tak Development - Stage 2
Infrastructure Works at North Apron
Area of Kai Tak Airport for Residential
Development and Government Facilities
KKL
A
08/10
N.T.S
23462/26031
TREE PLANTING SCHEDULE
NOTE:
1. REFER TO DRAWING NO. 23462/26001
FOR PLANTING WORKS SPECIFICATION.
TL FW
WORKING
TS
TS
TS
TS
TS
·ºN u l l a h
4.7
5.0
5.4
4.6
5.3
5.1
4.3
4.8
L
H
L CARGO CIRCUIT‡f„B„D
4.8
TS
5.1
13.7
LL‡f„B„D
Elevate
d Road
“aƒÀSw P
⁄⁄⁄ß
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⁄EÀs˘WKOWLOON BAY
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Estate
Choi Hung
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Gardens
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'W¥Û�h
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⁄߃À˘WNGAU CHI WAN
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“öÀ[“ƶØRhythm Garden
–Ò•~�h
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Kai Yip
“FÀY�h
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Garden
Kai Tak
–m ›iChoi H
ung
PRINCE
EDWARD ROAD
EAST
⁄Ó⁄l
„D“F
CH
OI
HU
NG
7
2
KAI TAK TUNNEL–Ò…wÀG„D
CITY
KOWLOON
KONG
SAN PO
ESTATE
CHOI HUNG
BAY
KOWLOON
N
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Scale
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ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
MATCH LINE13.7
4.3
L
L
L
LL
‡f„B„D
°“‹[
„D‚ô
Elevate
d Road
N
E 838700
MATCH LINE
N 820900
E 838800
E 838900
E 839000
N 821000
N 821100
N 820800
N 820700
KEY PLAN
SEE DRG 23462/26011
FOR CONTINUATION
ROAD D2
SPS
RCP
NOTES :
16NOS. CAS.SUR.
8NOS. BIS.JAV.
6NOS. BIS.JAV.
8NOS. BIS.JAV.
16NOS. BIS.JAV.
08/10KKL
(SHEET 2 OF 2)
23462/26012
TREE PLANTING PLAN
1:500 @A1, 1:1000 @A3
DRAWING NO. 23462/26011.
1. FOR NOTES AND LEGEND REFER TO
32NOS. ELA.API.
39NOS. BIS.JAV.
MATCH LINE
SEE INSET A
FOR CONTINUATION
INSET A
N 820900
15NOS. BIS.JAV.
GK-
16NOS. CAS.SUR.
12NOS. CAS.SUR.
12NOS. CAS.SUR.
6NOS. CHU.TAB.
4NOS. CHU.TAB.
PEDESTRIAN STREET
PEDESTRIAN STREETPEDESTRIAN STREET
-
WORKING
FOR CONSTRUCTION 07/11
FWTL
TS
TS
TS
TS
TS
·ºN u l l a h
L
H
L CARGO CIRCUIT‡f„B„D
TS
LL‡f„B„D
Elevate
d Road
“aƒÀSw P
⁄⁄⁄ß
°Œ»Úfii¶T
Exhibition Centre
Trade and
International
⁄EÀs˘WKOWLOON BAY
•s»Z–^SAN PO KONG
–m›i�h
Estate
Choi Hung
˜R·„“ƶØ
Gardens
Richland
'W¥Û�h
Estate
Ping Shek
⁄߃À˘WNGAU CHI WAN
⁄߃À˘W§ł
Village
Ngau Chi Wan
‚¯«e‡òNga Tsin Wai
“öÀ[“ƶØRhythm Garden
–Ò•~�h
Estate
Kai Yip
“FÀY�h
Estate
Tung Tau
Garden
Kai Tak
–m ›iChoi H
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PRINCE
EDWARD ROAD
EAST
⁄Ó⁄l
„D“F
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OI
HU
NG
7
2
KAI TAK TUNNEL–Ò…wÀG„D
CITY
KOWLOON
KONG
SAN PO
ESTATE
CHOI HUNG
BAY
KOWLOON
N
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ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
X
X1
X1
X1
X1
X1
X1
X1
NOTES:
TO DRAWING NO. 23462/22401.
1. FOR GENERAL NOTES AND LEGEND, REFER
GK- FOR CONSTRUCTION 07/11
4.3
4.6
4.7
4.8
4.8
5.0
5.1
5.1
5.3
5.4
13.7
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1
X1 X
1C3 C
3C3
C3
C3
C3
C3 X
1
C3
C3
X1
C3
X1
C3
X1
C3
X1
C3
X1
C3
E3
X1
X1
X1
1
1
1
1 1 1 1
1
1
1
1
1
1
111111
1
1
1
1
1
1
1
1
11111
1
1
1
1
1
1
1 1 1 1
11
1
1 1 1 1 1 11
11
1
1
11
1
1
1
1
1
11
1
1
2
2
1
1
1
1
1
1
1
1
X1
X1
X1
2
2
NE 838700N
820900 E
838800
E 838900
E 839000
N 821000 N
821100
N 820800
N 820700
KEY PLAN
08/10
-
KKL
1:500 @A1
(SHEET 2 OF 2)
23462/22402
ROAD D2
LAYOUT PLAN
ROAD LIGHTING
WORKING
FWTL
MATCH LINE
SEE DRG 23462/22401
FOR CONTINUATION
1
2
PLANN.T.S.
N.T.S. SCALE
SECTION 1
N.T.S. SCALE
SECTION 2
GK- FOR CONSTRUCTION 07/11
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Civil Engineering and
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c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
1500
WI
DT
H
OF
FO
OT
WA
Y
1500
LOT BOUNDARY ENTRANCE / EXIT
CONCRETE EDGING
50x150 DEPTH COLOURED
FA
LL
SPARE PVC DUCTS FALLFALL
FA
LL
FA
LL
200
75
25
50
45
¢X
(AS SHOWN)
CONCRETE EDGING
50x150 DEPTH COLOURED
SAND AND CEMENT BEDDING
20-30 THICK SAND BED/
ENGINEER’S APPROVAL
OR OTHER MATERIALS SUBJECT TO
100 THICK BITUMINOUS ROAD BASE
225 THICK SUB-BASE
25
ENTRANCE / EXIT
LOT BOUNDARY
AS SPECIFIED
CONSTRUCTION
ROAD PAVEMENT
AS SPECIFIED
CONSTRUCTION
ROAD KERB
SPARE DUCTS
NO. H1114 FOR DETAILS OF
SEE HyD STANDARD DRAWING
23462/22201 & 22202
DRAWINGS NO.
PAVER AS SPECIFIED IN
23462/22201 & 22202
DRAWINGS NO.
PAVER AS SPECIFIED IN
23462/22201 & 22202
DRAWINGS NO.
PAVER AS SPECIFIED IN
& 22202
DRAWING NO. 23462/22201
EDGING AS SPECIFIED IN
& 22202
DRAWING NO. 23462/22201
ROAD KERB AS SPECIFIED IN
& 22202
DRAWING NO. 23462/22201
EDGING AS SPECIFIED IN
08/10
-
NK
AS SHOWN
ROAD PAVEMENT AND
CONSTRUCTION DETAILS
23462/22302
(SHEET 2 OF 2)
WORKING
TL FW
/
NOTES :
TO HyD DRG. NO. H1108.
CONTRACTOR FOR THE ENGINEER’S APPROVAL. REFER
17.CONSTRUCTION JOINT SHALL BE PROPOSED BY THE
OPENINGS AS APPROPRIATE.
BE PROVIDED AT ROAD JUNCTION, MANHOLES, OTHER
LANES AT OR NEAR LANE LINES. ISOLATION JOINT SHALL
SUBJECT TO THAT IT IS PROVIDED BETWEEN TRAFFIC
LONGITUINDAL JOINT SHALL BE 1m AND 6m REPSECTIVELY,
H1107A, H1111, H1112. MIN. AND MAX. SPACING OF
CONCRETE CARRIAGEWAY SHALL REFER TO HyD DRG. NO.
16.DETAILS OF LONGITUDINAL AND ISOLATIONJOINTS IN
EXPANSION JOINT IS 20m.
SHALL REFER TO HyD DRG. NO. H1106A. MAX. SPACING OF
15.DETAILS OF CONTRACTOR JOINT IN CONCRETE CARRIAGEWAY
EXPANSION JOINT IS 60m.
SHALL REFER TO HyD DRG. NO. H1105. MAX. SPACING OF
14.DETAILS OF EXPANSION JOINT IN CONCRETE CARRIAGEWAY
REFER TO HyD DRG. NO. H1101.
13.JOINTS IN BITUMINOUS MATERIALS LAYERS SHALL
ENGINEER’S APPROVAL.
NOTES RN/GN/020 BY THE CONTRACTOR FOR THE
PROPOSED IN ACCORDANCE WITH HyD GUIDANCE
12.THE PANELLING OF CONCRETE PAVEMENT SHALL BE
RD/GN/017 PUBLISHED BY HIGHWAYS DEPARTMENT.
ADJUSTED WITH REFERENCE TO TABLES 1.6 AND 2.4 OF
THE CAPPING LAYER AND SUB-BASE LAYER SHALL BE
THAN 5% OR GREATER THAN 15% THE THINKNESS OF
OF 5% SHOULD THE ACTUAL SUBGRADE CBR BE LESS
11.ALL THE ROADS ARE DESIGNED FOR A MINIMUM CBR
IN THE CONCRETE PROFILE BARRIERS.
REGARDING THE SPACING OF THE DISCONTINUITY JOINT
PRIOR APPROVAL FULL DETAILS OF HIS PROPOSALS
CONTRACTOR SHALL SUBMIT FOR THE ENGINEER’S
INNER FACE OF THE CONCRETE PROFILE BARRIER. THE
A NOMINAL DISTANCE OF 12m MEASURED AT THE
10.DISCONTINUITY JOINTS SHALL BE EQUALLY SPACED AT
TO ORIGINAL CONDITION.
STATED OTHERWISE, SHALL BE REINSTATED
CONSTRUCTION OF THE WORKS, UNLESS
AND PAVING DISTURBED BY THE
9.ALL EXISTING GROUND LEVEL FURNITURE
LAYING OF SUB-BASE.
ENGINEER WITHOUT OBJECTION PRIOR TO
OF SUB-GRADE SHALL BE INSPECTED BY THE
EXCEPT STATED OTHERWISE. THE CONDITIONS
PRIOR TO LAYING NEW PAVING MATERIAL
BE REMOVED OFF SITE BY THE CONTRACTOR
AFFECT THE COMPLETION OF WORKS SHALL
WHICH IN THE OPINION OF THE ENGINEER
EXCEPT STATED OTHERWISE, AND ANYTHING
FOOTWAY, AMENITY AND PLANTING AREA
PROPOSED CARRIAGEWAY, ACCESS ROAD,
AND PLANTER WALL WITHIN THE EXTENT OF
KERBS,TRAFFIC ISLAND,CENTRAL RESERVE
CONCRETE PAVING, SUBBASE, ROADSIDE
8.EXISTING ROAD BITUMINOUS LAYERS,
THE ENGINEER.
THE ROAD WORKS SHALL BE AGREED BY
THICKNESS OF ROAD BASE & SUB BASE OF
BY THE ENGINEER CONDITIONS. THE
LOCATIONS SHALL BE DETERMINED ON SITE
CONSTRUCTION. THE NUMBERS AND
TO THE COMMENCEMENT OF ROAD
OF ELASTICITY OF EXISTING GROUND PRIOR
TESTS TO DETERMINE THE SUBGRADE MODULUS
7.THE CONTRACTOR SHALL CARRY OUT THE CBR
OR COMPLETE RE-CONSTRUCTION.
INSTRUCT LOCALISED REPAIRS BY PARTIAL
CONSTRUCTION. THE ENGINEER MAY
AREAS SHALL BE REVIEWED AT THE TIME OF
6.THE CONDITION OF EXISTING PAVEMENT
DRAWING.
H1129 AND H1130 AND DETAILS SHOWN ON
REFER TO HyD STANDARD DRAWINGS NO.
5.FOR DETAIL OF REINSTATEMENT OF PAVING,
AND HYD STANDARD DRAWING NO. H1104.
VERGE AREA, REFER TO LANDSCAPE DRAWING
4.FOR DETAILS OF PAVEMENT IN FOOTPATH AND
HyD STANDARD DRAWING NO. H1101.
3.FOR PAVEMENT CROSS-SECTION REFER TO
AND HyD STANDARD DRAWINGS.
CONJUNCTION WITH ALL ROADWORK DRAWINGS
2.THIS DRAWING SHALL BE READ IN
UNLESS OTHERWISE STATED.
1.ALL DIMENSIONS ARE IN MILLIMETERS
ROAD PAVEMENT CONSTRUCTION (FLEXIBLE)
STRUCTURE
PAVEMENTMATERIAL CHOICE
THICKNESS (mm)
COURSE
FRICTION30
COURSE
BASE
BASE COURSE MATERIAL
28mm NOMINAL SIZE
BASE
ROAD
ROAD BASE MATERIAL
40mm NOMINAL SIZE
BASE
SUB
TYPE 1
GRANULAR SUBBASE
65
COURSE
WEARING40
MATERIALWEARING COURSE20mm NOMINAL SIZE
MATERIALFRICTION COURSE10mm NOMINAL SIZE
65
40
0
STRUCTURE
PAVEMENT MATERIAL CHOICETHICKNESS (mm)
ROAD PAVEMENT CONSTRUCTION (CONCRETE)
CONCRETE SLAB GRADE 40/20220
225SUB-BASETYPE 1
GRANULAR SUB-BASE
MESH REINFORCEMENTTRANSVERSE: 49mm /m
MAIN: 503mm /m2
2BS4483
C503 MESH OF
N.T.S.
a = 500 FOR TRANSVERSE JOINT
REF. A REF. B
TIE IN
LIMIT OF
40mm WEARING COURSE
65mm BASE COURSE
EXISTING PAVEMENT
SURFACES TO BE GIVEN A TACK COAT
AS SHOWN TO A CLEAN EDGE. ALL EXPOSED
CUT BACK EXISTING PAVEMENT IN LAYERS
aaa a
WITH EXISTING FOR ROAD PAVEMENT (REF.A)
TIE-IN OF NEW PAVEMENT CONSTRUCTION
N.T.S.
a = 150 FOR LONGITUDUNAL JOINT
a = 500 FOR TRANSVERSE JOINT
TIE IN
LIMIT OF40mm WEARING COURSE
65mm BASE COURSE
EXISTING PAVEMENT
SURFACES TO BE GIVEN A TACK COAT
AS SHOWN TO A CLEAN EDGE. ALL EXPOSED
CUT BACK EXISTING PAVEMENT IN LAYERS
a3000aa
30mm FRICTION COURSE
ASPHALT
STONE MASTIC
ROADBASE
SUB-BASE
ROADBASE
SUB-BASE
250 250
225 225
a = 150 FOR LONGITUDINAL JOINT
FOR ROAD PAVEMENT (REF.B)
45
¢X
EQ.
EQ.
750 750
BUS BAYTRANSITION SLAB
300
12
52
20
15
0
SCALE 1:10
CARRIAGEWAY FOOTWAY
H1103C
PAVING SEE HyD DRG.
OF PRECAST CONCRETE
FOR CONNECTION DETAILS
3%
KERB TYPE K1
0.125 POLYTHENE SHEET
BS4485
FABRIC B503 TO
STEEL LONG MESH
SUB-BASE
@ 300mm c/c AT MID-DEPTH
20mm DIA. 600mm LONG
ANTI-CORROSIVE SLEEVE
150mm TIGHT FITTING PVC
BASE COURSE
WEARING COURSE
ROAD BASE
EQUIVALENT
GLASGRID OR
SLAB
CONCRETE
GRADE 40/20
CONCRETE
PAVEMENT DETAILS FOR LAYBY
GK- FOR CONSTRUCTION 07/11
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ALL RIGHTS RESERVED.
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Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
08/10
-
NK
AS SHOWN
ROAD PAVEMENT AND
CONSTRUCTION DETAILS
23462/22301
(SHEET 1 OF 2)
WORKING
TL FW
12000
CL CLDISCONTINUITY JOINT DISCONTINUITY JOINT
TYPICAL ELEVATION OF CONCRETE PROFILE BARRIERN.T.S.
(NOMINAL)
20 20
TS
TS
TS
TS
TS
·ºN u l l a h
L
H
L CARGO CIRCUIT‡f„B„D
TS
LL‡f„B„D
Elevate
d Road
MATCH LINEE3
CARGO CIRCUIT L
L
L
LL
‡f„B„D
°“‹[
„D‚ô
Elevate
d Road
K1
K1
E3
E3
E3
E3
E3
E3
E3
INSET A
E3
4.3
4.3
4.6
4.7
4.8
4.8
5.0
5.1
5.1
5.3
5.4
13.7
13.7
“aƒÀSw P
⁄⁄⁄ß
°Œ»Úfii¶T
Exhibition Centre
Trade and
International
⁄EÀs˘WKOWLOON BAY
•s»Z–^SAN PO KONG
–m›i�h
Estate
Choi Hung
˜R·„“ƶØ
Gardens
Richland
'W¥Û�h
Estate
Ping Shek
⁄߃À˘WNGAU CHI WAN
⁄߃À˘W§ł
Village
Ngau Chi Wan
‚¯«e‡òNga Tsin Wai
“öÀ[“ƶØRhythm Garden
–Ò•~�h
Estate
Kai Yip
“FÀY�h
Estate
Tung Tau
Garden
Kai Tak
–m ›iChoi H
ung
PRINCE
EDWARD ROAD
EAST
⁄Ó⁄l
„D“F
CH
OI
HU
NG
7
2
KAI TAK TUNNEL–Ò…wÀG„D
CITY
KOWLOON
KONG
SAN PO
ESTATE
CHOI HUNG
BAY
KOWLOON
N
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Drawing title
Scale
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Project title
Consultant
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Civil Engineering and
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c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
N
E 838700
N 820900
E 838800
E 838900
E 839000
N 821000 N
821100
N 820800
N 820700
KEY PLAN
08/10KKL
1:500 @A1
(SHEET 2 OF 2)
23462/22202
KERB AND PAVING
NOTE:
ROAD D2
LAYOUT PLAN
N 820900
GK-
29101 & 29143.
REFER TO DRAWING NO. 23462/24271,
SEWAGE PUMPING STATION PS1A,
DETAILED PAVING ARRANGEMENT FOR
-
WORKING
FOR CONSTRUCTION 07/11
FWTL
MATCH LINE
SEE DRG 23462/22201
FOR CONTINUATION
MATCH LINE
SEE INSET A
FOR CONTINUATION
GK- FOR CONSTRUCTION 07/11
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Scale
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Civil Engineering and
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c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
TRAFFIC SIGN INDEX
TS102
TS2139
TS107
End
TS108
TS2133TS2134
KKL
-
12/10
23462/22111
N.T.S.
TRAFFIC SIGN FACE DETAILS
WORKING
TL FW
TS
TS
TS
TS
TS
·ºN u l l a h
L
H
L CARGO CIRCUIT‡f„B„D
TS
LL‡f„B„D
Elevate
d Road
1101
1101
1041
1104
1107
1107
1107
1101
1101
TS2133(7)
TS2133(7)
20m
26m
20m
20m26m
20m
TS107(3)
TS2133(7)
10m
10.9
5m
4m
10.9
5m
10.9
m
TS2139(7)
1041
1101
1101
TS107(3)
1104
1101
1101
1041
1037
NOTES :
DRAWING NO. 23462/22101.
1. FOR NOTES AND ABBREVIATIONS REFER TO
4.3
4.6
4.7
4.8
4.8
5.0
5.1
5.1
5.3
5.4
13.7
“aƒÀSw P
⁄⁄⁄ß
°Œ»Úfii¶T
Exhibition Centre
Trade and
International
⁄EÀs˘WKOWLOON BAY
•s»Z–^SAN PO KONG
–m›i�h
Estate
Choi Hung
˜R·„“ƶØ
Gardens
Richland
'W¥Û�h
Estate
Ping Shek
⁄߃À˘WNGAU CHI WAN
⁄߃À˘W§ł
Village
Ngau Chi Wan
‚¯«e‡òNga Tsin Wai
“öÀ[“ƶØRhythm Garden
–Ò•~�h
Estate
Kai Yip
“FÀY�h
Estate
Tung Tau
Garden
Kai Tak
–m ›iChoi H
ung
PRINCE
EDWARD ROAD
EAST
⁄Ó⁄l
„D“F
CH
OI
HU
NG
7
2
KAI TAK TUNNEL–Ò…wÀG„D
CITY
KOWLOON
KONG
SAN PO
ESTATE
CHOI HUNG
BAY
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m\
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Ai\
WO
RKIN
G\
23
462
_2
2102.d
gn
9/6/2
011
Printed by :
Rev.
Status
Rev DateByDescription
Drawn
Drawing no.
Date Checked
Drawing title
Scale
COPYRIGHT RESERVED
Project title
Consultant
Approved
Civil Engineering and
Development Department
c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
NE 838700N
820900 E
838800
E 838900
E 839000
N 821000 N
821100
N 820800
N 820700
KEY PLAN
08/10
-
KKL
1:500 @A1
(SHEET 2 OF 2)
23462/22102
AND ROAD MARKINGS
GK-
TRAFFIC SIGNS
WORKING
FOR CONSTRUCTION 07/11
FWTL
MATCH LINE
SEE DRG 23462/SK/1250
FOR CONTINUATION
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
EXISTING LEVEL
PROPOSED LEVEL
CROSSFALL
ROAD L4 (ALIGNMENT ML04) - VERTICAL PROFILE
0
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
EXISTING LEVEL
PROPOSED LEVEL
CROSSFALL
ROAD D2 (ALIGNMENT MD200-2) - VERTICAL PROFILE (CH 1+850 TO CH 2+220)
VERTICAL ALIGNMENT
HORIZONTAL ALIGNMENT
EXISTING LEVEL
PROPOSED LEVEL
CROSSFALL
ROAD L5 (ALIGNMENT ML05) - VERTICAL PROFILE
CHAINAGE
CHAINAGE CHAINAGE
LH,RH -2.5% VARIES RH -3.0%
LH VARIES LH -0.67% LH VARIES LH +0.67%
RH -0.67%
LH,RH -3.0% VARIES LH,RH -2.5%
WM
-
08/10
AS SHOWN @ A1
ROAD VERTICAL PROFILES
23462/22011
WORKING
TL FW
5
10
15
5
10
15
0
5
10
15
Elev 5.472
PVI 0+360.000
G= -0.670%
L 17.42m
K 13.000
PVI 0+417.696
Elev 5.085
G= 0.670%
Elev 5.850
PVI 0+531.827
5.472
5.338
5.204
5.143
5.116
5.143
5.234
5.369
5.503
5.637
5.771
5.850
5.188
5.254
5.302
5.334
5.387
5.399
5.604
4.683
4.521
4.571
5.884
5.899
5.907
5.915
G = -0.670%
L48.984L2 8.712
L1 8.712
L17.423
G = 0.670%
L105.419
0+360.000
0+380.000
0+400.000
0+408.984
0+420.000
0+426.408
0+440.000
0+460.000
0+480.000
0+500.000
0+520.000
0+531.827
0+540.000
0+545.231
0+550.000
0+371.000
PVI 0+100.000
Elev 5.084
PVI 0+109.868
Elev 5.018
PVI 0+241.531
Elev 5.900
G= 0.670%
L 17.42m
K 13.000
G= -0.670%
5.084
5.076
5.076
5.086
5.220
5.354
5.488
5.622
5.756
5.900
5.890
5.321
5.317
5.264
5.260
5.231
4.393
4.039
4.173
4.407
4.445
4.725
G = -0.670
%L1.157 L2 8.710
L1 8.710
L17.420
G = 0.670%L122.954
0+100.000
0+101.158
0+118.578
0+120.000
0+140.000
0+160.000
0+180.000
0+200.000
0+220.000
0+240.000
0+241.531
0+250.000
VARIES
LH,RH -3.0%
PVI 1+960.000
Elev 5.296
PVI 2+049.722
Elev 5.897
PVI 2+125.033
Elev 5.393
PVI 2+215.000
Elev 5.995
G= 0.670% G= -0.670% G= 0.670%
L 30.00m
K 22.388
L 30.00m
K 22.388
5.296
5.430
5.564
5.698
5.797
5.826
5.823
5.797
5.694
5.560
5.493
5.454
5.448
5.493
5.627
5.761
5.895
5.995
5.131
4.937
4.656
4.791
4.777
4.825
4.804
4.742
4.646
4.666
4.677
4.690
4.597
4.570
4.548
4.593
4.749
R 763.402
L 158.011
G = 0.670%
L74.722
L2 15.000
L1 15.000
L30.000 G = -0.670%
L45.310L2 15.000
L1 15.000
L30.000
G = 0.670%
L74.967
1+960.000
1+980.000
2+000.000
2+020.000
2+034.722
2+040.000
2+060.000
2+064.722
2+080.000
2+100.000
2+110.033
2+118.011
2+120.000
2+140.033
2+160.000
2+180.000
2+200.000
2+215.000
2+188.000
2+178.000
1+950.000
Filena
me :
\\
hkgnts18\transfer\fw\civil\fro
m\
Eddie
Ai\
WO
RKIN
G\
23
462
_2
2011.d
gn
9/6/2
011
Printed by :
Rev.
Status
Rev DateByDescription
Drawn
Drawing no.
Date Checked
Drawing title
Scale
COPYRIGHT RESERVED
Project title
Consultant
Approved
Civil Engineering and
Development Department
c OVE ARUP & PARTNERS HONG KONG LIMITED.
ALL RIGHTS RESERVED.
DO NOT SCALE DRAWING. CHECK ALL DIMENSIONS ON SITE.
Development and Government Facilities
Area of Kai Tak Airport for Residential
Infrastructure Works at North Apron
Kai Tak Development - Stage 2
Contract No. KL/2010/03
NOTES:
SCALE 1:1000(HOR.), 1:200(VER.)
SCALE 1:1000(HOR.), 1:200(VER.)
SCALE 1:1000(HOR.), 1:200(VER.)
GK- FOR CONSTRUCTION 07/11
REFER TO DRAWING NO. 23462/22001.
3. HORIZONTAL PROFILES OF ROADS
PRINCIPAL DATUM (P.D.).
2. LEVELS ARE IN METRES RELATIVE TO
SHOWN.
IN METRES UNLESS OTHERWISE
1. DIMENSIONS AND CHAINAGES ARE
