3.00m
-9.000m ACD
Marine Deposits
1
2
1
2
1
1.75
-3.000m ACD
-9.750m ACD
11
12
Glacial till
EGL
of Piles
C
L
of Piles
C
L
Berthing Line
6.675m ACD (deck level)
2.71m
4.600m ACD
Ele
va
tio
n
-20
-10
0
10
-20
-10
0
10
Chainages (m)
Finished Design Levels (m)
-60.000
-50.000
-40.000
-30.000
-20.000
-10.000
0.000
10.000
20.000
30.000
5.570
0.568
-3.000
-7.932
-12.050
-12.050
-10.217
-9.000
1.00m 5.00m 11.00m
14
1.0m
1.8m
-11.550m ACD-11.550m ACD
1
3
1
.
8
m
Drainage fall 1:80
1
1
1
1
1
1
1.8m
-10.320m ACD
1
1
1.23m
See note 11 about
service trench spur
locations
Heavy duty rock grade
geotextile filter.
-12.550m ACD
1.00m 5.00m 11.00m
3.00m
of Piles
-9.000m ACD
6.675m ACD (deck level)
EGL
Marine Deposits
1
2
1
1.75
-9.750m ACD
14
-12.550m ACD
Glacial till
C
L
of Piles
C
L
Be
rth
in
g L
in
e
2.71m
4.600m ACD
1.0
m1
.8
m
Elevation
-20
-10
0
10
-20
-10
0
10
Chainages (m)
Finished Design Levels (m)
-6
0.0
00
-5
0.0
00
-4
0.0
00
-3
0.0
00
-2
0.0
00
-1
0.0
00
0.0
00
10
.0
00
20
.0
00
30
.0
00
5.5
68
0.5
68
-3
.0
00
-7
.9
32
-1
2.0
50
-1
2.0
50
-1
0.2
17
-9
.0
00
1
2
-11.550m ACD
11
12
1
3
1
.
8
m
1
.
8
m
Drainage fall 1:80
-3.000m ACD
1
1
1
1
1
1
1.8
m
1.2
3m
-10.320m ACD
See note 11 about
service trench spur
locations
Heavy duty rock grade
geotextile filter.
3.00m
-9.000m ACD
Marine Deposits
1
2
1
2
1
1.75
-3.000m ACD
-9.750m ACD
11
12
Glacial till
EGL
of Piles
C
L
of Piles
C
L
Be
rth
in
g L
in
e
6.675m ACD (deck level)
2.71m
4.600m ACD
Elevation
-20
-10
0
10
-20
-10
0
10
Chainages (m)
Finished Design Levels (m)
-6
0.0
00
-5
0.0
00
-4
0.0
00
-3
0.0
00
-2
0.0
00
-1
0.0
00
0.0
00
10
.0
00
20
.0
00
30
.0
00
5.5
72
0.5
68
-3
.0
00
-7
.9
32
-1
2.0
50
-1
2.0
50
-1
0.2
17
-9
.0
00
1.00m 5.00m 11.00m
14
1.0
m1
.8
m
1
.
8
m
-11.550m ACD
1
3
Drainage fall 1:80
1
1
1
1
1
1
1.8
m
2m
1
1
-10.320m ACD
1.2
3m
See note 11 about
service trench spur
locations
Heavy duty rock grade
geotextile filter.
-12.550m ACD
Scotstoun House, South Queensferry
West Lothian, EH30 9SE
Tel +44 (0)13 1331 1999 Fax +44 (0)13 1331 3730
www.arup.com
Arup Job No
Discipline
Drawing No
Rev
Job Title
Client
© Arup
Issue Date By Chkd Appd
Drawing Status
Scale at A1
A1
1
2
3
4
5
6
7
8
9
10
11
A B C D E F G H I J K L M N
Do not scale
Drawing Title
HEALTH AND SAFETY
INFORMATION
SIGNIFICANT OR EXCEPTIONAL RISKS ARE
IDENTIFIED BELOW
01
4
253300-00
Civil Geotechnical
H & V 1:250
IFA
West Quay
Scour and Revetment
Cross Sections
Sheet 1
Aberdeen Harbour
Expansion Project
Scotstoun House, South Queensferry
West Lothian, EH30 9SE
Tel +44 (0)13 1331 1999 Fax +44 (0)13 1331 3730
www.arup.com
F:\2
50
00
0\2
53
30
0\0
0 A
HE
P\0
4 D
EL
IV
ER
AB
LE
S\4
-0
7 W
est Q
ua
y\4
-0
7.7
M
aritim
e\d
ra
win
gs\D
RA
-P
-W
EQ
-W
Q0
00
2-D
WG
-8
00
00
1-0
01
.d
wg
1
M
ar 2
01
9 1
0:2
9:4
1
Key Plan
Notes:
1. The potential risk of alternative ground
conditions or less favourable slope angles
should be noted.
2. Preparation of bed for revetment construction
may require divers working on temporary
seabed profile. Stability of seabed should be
verified by the contractor.
02
03
3. There is the potential for boulders within the
glacial till deposits which could cause dredging
equipment to become caught.
WQWest Open Quay Dredge
setting out point
SOPWest Open Quay
Alignment setting out point
Tidal level (m A.C.D.)
HAT 4.80
MHWS 4.30
MHWN 3.40
MSL 2.56
MLWN 1.60
MLWS 0.60
LAT 0.00
Dredge line
Glacial till level profile
Rock level profile
Temporary slopes shown
indicatively only. These
will be subject to natural
material properties.
11
Core material12
1-3 tonnes Rock armour
Geotextile filter layer
Legend:
EGL profile
Rock bedding layer:
weight 300-1000kg
14
Chainage 10
Chainage 50
Chainage 90
1. All dimensions are in meters (m) unless noted
otherwise.
2. All levels are given in meters above admiralty
chart datum (A.C.D.) unless noted otherwise.
3. Seabed, soil and rock levels have been
interpreted from ground investigation information
and will vary.
4. Level control for both vertical and horizontal
directions in accordance with Materials and
Workmanship Specification.
5. The slope angles shown assume permanent
conditions only. The risk to fine erodible silts and
clays in the cut face during temporary conditions
is highlighted. Crest loading of up to 20KPa
allowed for in the temporary case.
6. The pipework that is running from bunkering pits
and underslung below the deck and through into
service trench branch will be positioned lower
than the current geotextile layer shown in the
section. In these areas the geotextile will be cut
back, the earthworks excavated locally and the
geotextile repositioned to provide the required
depth for the structure.
7. Position of Glacial till to rock transition based on
interpretation of existing information. Location
shown is indicative only and may vary based on
findings of dredge operations.
8. This drawing is to be printed in colour.
9. For superstructure details please refer to drawing
set DRA-P-NOQ-NOQ003-DWG-180200 series
10. For piling details, please refer to drawing set
DRA-P-NOQ-NOQ001-DWG-180200 series.
11. In areas where there is a service trench spur, the
back beam of the suspended deck will be locally
deepened. The rockfill that has been placed
previously will be removed and the heavy duty
geotextile will be cut and placed below the spur.
01/02/2018
Issue for Approval
JPSLGMKH2
12/10/2018
Issue for Approval
NLLGPC3
27/02/2019
Issue for Approval
NLLGPC4
Created using CADplot http://www.oasys-software.com/cadplot/