Structural Drawings - Home | Cork City Council's Online ... 1.3... · Proposed concrete parapet wall with concrete fair falco finish 6675 +3.600 m +3.600 m 5% 01 02 550 021 +2.870

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


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 Footpath2900

Existing Westbound7500


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


1

2

3

4

5

6

7

8

9

10

11

Client

Project Title

Scale at A1

Role

Name

© Arup


Arup Job No Rev

Suitability

Drawing Title

13

/06

/20

17

15

:35:4

5

1 : 75

253690


Cork City Council

00A


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.


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


1

2

3

4

5

6

7

8

9

10

11

Client

Project Title

Scale at A1

Role

Name

© Arup


Arup Job No Rev

Suitability

Drawing Title

13

/06

/20

17

15

:35:4

5

1 : 25

253690


Cork City Council

00A


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.


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




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


1

2

3

4

5

6

7

8

9

10

11

Client

Project Title

Scale at A1

Role

Name

© Arup


Arup Job No Rev

Suitability

Drawing Title

13

/06

/20

17

15

:35:4

6

1 : 150

253690


Cork City Council

00A


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

Documents

Structural Drawings - Home | Cork City Council's Online ... 1.3... · Proposed concrete parapet wall with concrete fair falco finish 6675 +3.600 m +3.600 m 5% 01 02 550 021 +2.870