Structural Drawings
Cork City CouncilHarley Street Pedestrian/Cycle Bridge
0.0
0
8.2
02
.93
12
.38
2.7
8
16
.67
2.6
6
18
.57
2.8
01
8.9
82
.84
19
.41
-3.6
1
20
.64
-3.7
82
1.0
5-3
.80
21
.77
-3.8
4
22
.45
-3.9
8
23
.65
-4.0
7
24
.69
-4.0
9
25
.94
-4.0
8
27
.07
-4.2
0
28
.26
-4.2
8
29
.46
-4.2
7
30
.72
-4.2
5
32
.03
-4.2
6
33
.42
-4.1
8
34
.87
-4.1
5
36
.32
-4.1
4
37
.77
-4.1
1
39
.20
-4.0
2
40
.60
-4.0
0
41
.99
-3.9
8
43
.36
-3.9
2
44
.75
-3.8
6
46
.12
-3.8
4
47
.52
-3.8
2
48
.96
-3.7
8
50
.41
-3.7
8
51
.85
-3.7
6
53
.29
-3.7
5
54
.70
-3.7
0
56
.07
-3.6
8
57
.46
-3.6
8
58
.86
-3.6
4
60
.25
-3.5
7
61
.67
-3.5
6
63
.07
-3.5
5
64
.46
-3.5
3
65
.87
-3.5
0
67
.26
-3.5
0
68
.62
-3.4
9
69
.97
-3.4
9
71
.31
-3.5
3
72
.68
-3.5
5
74
.01
-3.5
7
75
.31
-3.5
6
76
.49
-3.6
3
77
.55
-3.6
5
79
.28
-3.5
8
79
.94
-3.3
9
80
.46
-3.2
98
0.8
8-3
.21
81
.33
-3.0
8
81
.92
-3.0
68
2.3
8-3
.15
82
.81
-3.3
7
84
.15
-3.3
18
4.5
72
.40
84
.97
3.2
4
87
.83
2.8
5
94
.05
2.8
3
CHAINAGE
HARD BED
BED LEVELS
DESIGNDATUM -07.00
BED LEVEL SECTION BASED ON 8LEE_2164.5Open Channel
1 2
66500
+0.000 m
+3.170 m
+0.000 m
+3.170 m
St Patrick's QuayMerchant's Quay
Deck level +4.410 m
Existing river bed level (See note 2.)
+2.740 m
2500
2500
2900
7300
+2.800 m
Proposed shared surface ramp
Existing road level
+1.820 m MHWS
-2.080 m MLWS Existing Quay walls
Existing road level
Proposed concrete parapet wall with concrete fair falco finish
6675
+3.600 m +3.600 m5%
01 02
550
021 021
+2.870 m+2.620 m
5%
1 2
A
St
Patr
ick's
Quay
Merc
hant's
Quay
66500
Sliding flood defense gates recessed into quay walls
Resign bonded aggregate surfacing applied to steel deck plate
Painted steel V- shaped parapet connected to V-shaped cantilever beams under deck
Sliding flood defense gates recessed into
quay walls
2000
6379
2400
300
2400
1200
Existing Footpath
+2.870m
+2.870m
+2.870m +2.620m
+2.745m
+2.745m
Raised pedestrian crossing
+3.17m
+3.17m
+3.17m
+2.74m
+2.74m
+2.80m
5% Fall
+4.464m
+4.464m
5% Fall
+2.8m
Sliding flood defense gates recessed into
quay walls
+2.8m
+3.17m
+3.17m
+3.17m
Sliding flood defense gates recessed into quay walls
6675
A
022
B
022
Slatted timber bench as per architects detailes
Aluminium decking system as per architects details
Glas balustrade as per Architect Details
03
021
+2.80m
01C
022
Shared surface ramp
021
Existing Parking4400
ExistingFootpath 2900
Existing Westbound7500
Existing Parking2000
Harley Street
5%
Fall
5%
Fall
5%
Fall
5%
Fall
7400
7400
A1
Do not scale
A B C D E F G H I J K L M N
1
2
3
4
5
6
7
8
9
10
11
Client
Project Title
Scale at A1
Role
Name
© Arup
Rev Date By Chkd Appd
Arup Job No Rev
Suitability
Drawing Title
13
/06
/20
17
15
:35:4
4
1 : 150
253690
Harley Street Pedestrian/CycleBridge
Cork City Council
00A
13 Fitzroy StreetLondon W1T 4BQTel +44(0)20 7636 1531 Fax +44(0)20 7580 3924www.arup.com
StructuralPlan & Elevation
Planning -
253690-B-10-010
Scale 1 : 150
ELEVATION
Scale 1 : 150
PLAN
NOTES:
1. All dimension shown in millimeters unless notes otherwise.
2. Existing river levels taken at Section "8LEE_2164.5 Open Channel" from The Lower Lee Flood Relief Scheme Bathymetry Study. Drawing 8Lee /XS/014.
3. All levels are meters above ordinance datum.
4. Span lenghts are taken along bridge centreline.
00A 13/06/17 KR RR MS
SSL +0.000 m
Level 00
2
+3.170 m
Level 01
2000Existing
Bus lane 2880Existing 3 lanes
9645
Eastbound Eastbound Westbound
900 Ø Pile
Existing Timber Toe Piles
Existing Rubble/Concrete backing wall
+3.170 m
Merchant's Quay
45001500
+3.600 m5%
6675
Proposed Utilities zone
550
150
125
+2.870 m+2.620 m
SSL +0.000 m
Level 00
1
+3.170 m
Level 01
Existing Westbound
900 Ø Pile
Existing parking2000
Existing Rubble/Concrete
backing wall
+3.170 m
+2.740 m
4500
15004500
+2.800 m +2.900 m
Existing Timber Toe Piles
+3.600 m5%
Proposed 2 Way Cycle 3000
ProposedPedestrian 2000
ProposedParking 2300
Proposed Utilities zone
1
A
Existing cut limestone
2400
300
950
2700
2700
2700
950
950 4500
Existing rubble/concrete backing wall
Existing Parking4400
Existing Footpath2900
Existing Westbound7500
Existing Parking2000
4000
500 Thick Reinforced concrete parapet wall to contain sliding flood defence gates and tie in with existing parapet
1000
950
C
022
2
Existing cut limestone
Existing rubble/concrete backing wall
Existing Bus2000
Existing 3 lanes9570
Existing Bus lane2880
Existing Footpath4750
4000
2700
2700
2700
9504500
950
950
B
022
1000
500 Thick Reinforced concrete parapet wall to
contain sliding flood defence gates and tie in
with existing parapet
950
A1
Do not scale
A B C D E F G H I J K L M N
1
2
3
4
5
6
7
8
9
10
11
Client
Project Title
Scale at A1
Role
Name
© Arup
Rev Date By Chkd Appd
Arup Job No Rev
Suitability
Drawing Title
13
/06
/20
17
15
:35:4
5
1 : 75
253690
Harley Street Pedestrian/CycleBridge
Cork City Council
00A
13 Fitzroy StreetLondon W1T 4BQTel +44(0)20 7636 1531 Fax +44(0)20 7580 3924www.arup.com
StructuralFoundation Details
Planning -
253690-B-10-021
Scale 1 : 75
02 MERCHANT QUAY DETAILS
Scale 1 : 75
01 ST PATRICK'S QUAY DETAILS
Scale 1 : 75
03 ST PATRICK'S QUAY PLAN Scale 1 : 75
04 MERCHANT QUAY PLAN
NOTES:
1. All dimension shown in millimeters unless noted otherwise.
2. Existing river levels taken at Section "8LEE_2164.5 Open Channel" from The Lower Lee Flood Relief Scheme Bathymetry Study. Drawing 8Lee /XS/014.
3. All levels are meters above ordinance datum.
4. Span lengths are taken along bridge centreline.
00A 13/06/17 KR RR MS
A
1200
1100
Varies 1
100 m
ax
Varies 400 min
Laminated toughened glass recessed in to spine beam
Central spine beam "V" cantilever sections @ 3m Approx
Steel deck plate Longitudinal ribs
1400
2400
Varies 2
211m
to 1
600m
Aluminium decking system as per Architect's details.
A
+3.170 m
6379
Sliding flood defence gates connected at central post
500mm Thick reinforced concrete parapet wall to contain sliding flood defence gates and tie in with existing parapet
+3.800 m
+3.600 m
1865
2211
Existing cut limestone to be removed and reinstated to trim spine beam
A
+2.800 m+2.740 m
151
6400
151
Raised shared surface ramp with reisin bonded aggregate to match bridge surface
A1
Do not scale
A B C D E F G H I J K L M N
1
2
3
4
5
6
7
8
9
10
11
Client
Project Title
Scale at A1
Role
Name
© Arup
Rev Date By Chkd Appd
Arup Job No Rev
Suitability
Drawing Title
13
/06
/20
17
15
:35:4
5
1 : 25
253690
Harley Street Pedestrian/CycleBridge
Cork City Council
00A
13 Fitzroy StreetLondon W1T 4BQTel +44(0)20 7636 1531 Fax +44(0)20 7580 3924www.arup.com
Structural Sections and Details
Planning -
253690-B-10-022
Scale 1 : 25
Section A
Scale 1 : 25
Section B
Scale 1 : 25
Section C
NOTES:
1. All dimension shown in millimeters unless notes otherwise.
2. All levels are meters above ordinance datum.
00A 13/06/17 KR RR MS
1 2
66500
+0.000 m
+3.170 m +3.170 m
St Patrick's Quay Merchant Quay
Temporary Sheet Pile
Temporary Sheet Pile
Temporary Sheet Pile
Temporary Sheet Pile
1 2
66500
+0.000 m
+3.170 m
+0.000 m
+3.170 m
St Patrick's Quay
5%
Merchant Quay
1 2
66500
+0.000 m
+3.170 m
+0.000 m
+3.170 m
St Patrick's Quay
5%
Merchant Quay
A1
Do not scale
A B C D E F G H I J K L M N
1
2
3
4
5
6
7
8
9
10
11
Client
Project Title
Scale at A1
Role
Name
© Arup
Rev Date By Chkd Appd
Arup Job No Rev
Suitability
Drawing Title
13
/06
/20
17
15
:35:4
6
1 : 150
253690
Harley Street Pedestrian/CycleBridge
Cork City Council
00A
13 Fitzroy StreetLondon W1T 4BQTel +44(0)20 7636 1531 Fax +44(0)20 7580 3924www.arup.com
Construction Sequence
Planning -
253690-B-10-030
Phase 1 - Pile construction
1. Implement traffic management plan, erect temporary traffic barriers and set up site compound
2. Remove existing pavement and parapets, set up level platform and construct piles to exsiting ground level
3. Install sheet piling to 4 sides from level platform on quay
Scale 1 : 150
PHASE 1- PILE CONSTRUCTION
Scale 1 : 150
PHASE 2- ABUTMENT CONSTRUCTION
Scale 1 : 150
PHASE 3- CENTRAL SPAN CONSTRUCTION & BRIDGECOMPLETITION
Phase 2 - Abutment construction
1. Excavate to level of -0.5mAOD (3.3m below existing ground) and break piles down to required cut off level.
2. Form reinforcement and cast pour 1 of abutments to spine beam support level
3. Remove sheet piles to 4 sides
4. Deliver cantilever segments of bridge to Anderson Quay or Lapps Quay and transport to site by modular transportor (SPMT) during night time road closure
5.Lift segments into position using mobile crane on quay side during nightime possession
6. Place segments and cast remainder of abutment
Phase 3 - Central span
construction & bridge completion
1. Deliver central segment of bridge to Anderson Quay or Lapps Quay and transport to site by barge or modular transporter (SPMT) during night time closure
2. Lift segment onto floating barge using mobile crane during night time road closure
3. Deliver segment by barge, lift from winches attached to the cantilever segments and hold in place using temporary supports
4. Weld segments together using encapsulated welding enclosure secured to cantilever segments
5. Complete parapet, lighting, surfacing installation.
6. Complete access ramps and resurfacing
00A 13/06/17 KR RR MS
Top Related