1:15 1:40 1:15 1:40 - transport scotland · cl plate girder cl cl cl 8700 carriage way 1800 verge...

A9 N/B A9 S/B

EXISTINGRAILWAY

EXISTINGRAILWAY

EXISTINGROAD

EXISTINGROAD

EXISTING 3-SPANSLOCHD BEAG BRIDGE

PROPOSED 3-SPANSLOCHD BEAG BRIDGE

A

A

B

B

CLBEARINGS

ABUTMENT 2CL

PIER 1CL

PIER 2

CLBEARINGS

ABUTMENT 1SOLID PARAPET

INDICATIVEBEARINGS

CJ

75mm BLINDINGCONCRETE

INDICATIVEFOUNDATION

RC PIER

RC PIER CAPSTEEL PLATE GIRDER

WING WALLS

150 DIA. POROUS PIPE

ABUTMENT

7000

6550595035003500

9295

5950 11200OLD A9 ROAD

INVERNESS TO PERTHRAILWAY LINE

FENCE


INDICATIVEBEARINGS

3100 3100 3100

CLPLATE GIRDER

CL CL CL

8700CARRIAGE WAY

1800VERGE

1800VERGE

1:40 1:40

13250

475100475 100

75 1:151:40

1:15 1:40

PLATE GIRDER PLATE GIRDER PLATE GIRDER

SURFACING

80045

20

25

510

280

2900

INDICATIVEBEARINGS

CLCARRIAGE WAY

GUSSET PLATE

PLATE GIRDER 15M @MID SPAN AND 10M @PIER CENTRES

END PLATE320X20X1000mm

2020

TOP & BOTTOMFLANGE 300X20 THK

WEB THICKNESS 12mm

FIGURE 5.38 SHEET 1 OF 6SLOCHD BEAG BRIDGE

OPTION 1

FINAL B

AS SHOWN RM

15/03/17

GRL

15/03/17

MD

15/03/17

RST

17/03/17

P03 RM GRL MD 17/03/17

TEXT BOX AMENDED

P02 BO GRL CM 01/12/16

FIRST ISSUE

P01 RH EF MD 21/01/16

FIRST ISSUE

E_MLSLB_ST - SK - ST - 0001A9P11 - AMJ - SBR - P03Reproduced by permission of Ordnance Survey on behalf of

HMSO. © Crown copyright and database right 2017. All rightsreserved. Ordnance Survey Licence number 100046668.

Date

Designed / DrawnScale

Drawing Number

Drawing Title

Drawing Status

DO

NO

T SC

ALE

Date Date Date

Checked Approved

Client

Original Size

Suitability

Milli

met

res

100

100

A1

Plot

ted:

Mar

17,

201

7 - 3

:56p

m b

y: M

ILN

1602

Drawn / Des DateCheckedRev Approved

Description

Authorised

Location Type Role Number

Originator VolumeProjectRevision

NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED

OTHERWISE.

2. ALL LEVELS IN METRES ABOVE ORDNANCE DATUM.

3. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITHALL RELEVANT STRUCTURE, ROAD WORKS ANDEARTHWORKS DRAWINGS, LAND CONSTRAINT PLANS ANDSPECIFICATION APPENDICES.

4. BEAM DEPTH MAY ALTER DURING FURTHER DETAILEDDESIGN.

5. INDICATIVE FOUNDATIONS SHOWN, FOUNDATIONARRANGEMENT TO BE CONFIRMED.

6. UNCLASSIFIED ROAD OVER RAIL BRIDGE NOT SHOWN FORCLARITY.

PLAN1 : 500

SCALE 1:A ELEVATION

500

SCALE 1:B SECTION

50

A9 N/B A9 S/B

EXISTINGRAILWAY

EXISTINGRAILWAY

EXISTINGROAD

EXISTINGROAD

A

A



PROPOSEDROAD ALIGNMENT

PROPOSEDRAIL OVERBRIDGE

CLBEARINGS

ABUTMENT 2CL

PIER 1CL

PIER 2

CLBEARINGS


INDICATIVEBEARINGS

CJ



RC PIER


WING WALLS


ABUTMENT

7000

6550595035003500

9295

5950 11200OLD A9 ROAD


FENCE


INDICATIVEBEARINGS


OPTION 2

FINAL B

AS SHOWN RM

15/03/17

GRL

15/03/17

MD

15/03/17

RST

15/03/17

P03 RM GRL MD 15/03/17

TEXT BOX AMENDED

P02 BO GRL CM 01/12/16

FIRST ISSUE

P01 RH EF MD 21/01/16

FIRST ISSUE



Date


Drawing Number

Drawing Title

Drawing Status

DO

NO

T SC

ALE

Date Date Date

Checked Approved

Client

Original Size

Suitability

Milli

met

res

100

100

A1

Plot

ted:

Mar

17,

201

7 - 4

:00p

m b

y: M

ILN

1602


Description

Authorised



NOTES:1. All dimensions are in millimetres unless stated otherwise.

2. All levels in metres above Ordnance Datum.

3. These drawings are to be read in conjunction with all relevantstructure, road works and earthworks drawings, land constraint plansand specification appendices.

4. Beam depth may alter during further detailed design.

5. Indicative foundations shown, foundation arrangement to beconfirmed.

PLAN1 : 500

SCALE 1:A ELEVATION

500





A

A

A9 N/B A9 S/B

EXISTINGRAILWAY

EXISTINGRAILWAY

EXISTINGROAD

EXISTINGROAD

CLBEARINGS

ABUTMENT 2CL

PIER 1CL

PIER 2

CLBEARINGS


INDICATIVEBEARINGS

CJ



RC PIER


WING WALLS


ABUTMENT

7000

6550595035003500

9295

5950 11200OLD A9 ROAD


FENCE


INDICATIVEBEARINGS


OPTION 2A

FINAL B

AS SHOWN RM

15/03/17

GRL

15/03/17

MD

15/03/17

RST

17/03/17

P03 RM GRL MD 17/03/17

TEXT BOX AMENDED

P02 BO GRL CM 01/12/16

FIRST ISSUE

P01 RH EF MD 21/01/16

FIRST ISSUE



Date


Drawing Number

Drawing Title

Drawing Status

DO

NO

T SC

ALE

Date Date Date

Checked Approved

Client

Original Size

Suitability

Milli

met

res

100

100

A1

Plot

ted:

Mar

17,

201

7 - 4

:01p

m b

y: M

ILN

1602


Description

Authorised




OTHERWISE.





PLAN1 : 500

SCALE 1:A ELEVATION

500

A9 N/B A9 S/B

EXISTINGRAILWAY

EXISTINGRAILWAY

EXISTINGROAD

A9 S/B

A

A





CLBEARINGS

ABUTMENT 2CL

PIER 1CL

PIER 2

CLBEARINGS


INDICATIVEBEARINGS

CJ



RC PIER


WING WALLS


ABUTMENT

7000

6550595035003500

9295

5950 11200OLD A9 ROAD


FENCE


INDICATIVEBEARINGS


OPTION 3

FINAL B

AS SHOWN RM

15/03/17

GRL

15/03/17

MD

15/03/17

RST

17/03/17

P03 RM GRL MD 17/03/17

TEXT BOX AMENDED

P02 BO GRL CM 01/12/16

FIRST ISSUE

P01 RH EF MD 21/01/16

FIRST ISSUE



Date


Drawing Number

Drawing Title

Drawing Status

DO

NO

T SC

ALE

Date Date Date

Checked Approved

Client

Original Size

Suitability

Milli

met

res

100

100

A1

Plot

ted:

Mar

17,

201

7 - 4

:03p

m b

y: M

ILN

1602


Description

Authorised




OTHERWISE.





PLAN1 : 1000

SCALE 1:A ELEVATION

500

A9 N/B A9 S/B

EXISTINGRAILWAY

EXISTINGRAILWAY

EXISTINGROAD

EXISTINGROAD



B

B

A

A

CLBEARINGS

ABUTMENT 2CL

PIER 1CL

PIER 2

CLBEARINGS


INDICATIVEBEARING

CJ

75mm BLINDINGCONCRETE RC PORTAL

PIER

STEEL PLATE GIRDER

WING WALLS


ABUTMENT

6550595035003500

9295

5950 11200

INDICATIVEBEARING

OLD A9 ROAD


FENCE




OPTION 4

FINAL B

AS SHOWN RM

15/03/17

GRL

15/03/17

MD

15/03/17

RST

15/03/17

P03 RM GRL MD 15/03/17

TEXT BOX AMENDED

P02 BO GRL CM 01/12/16

FIRST ISSUE

P01 RH EF MD 21/01/16

FIRST ISSUE



Date


Drawing Number

Drawing Title

Drawing Status

DO

NO

T SC

ALE

Date Date Date

Checked Approved

Client

Original Size

Suitability

Milli

met

res

100

100

A1

Plot

ted:

Mar

17,

201

7 - 3

:57p

m b

y: M

ILN

1602


Description

Authorised




OTHERWISE.





PLAN1 : 500

SCALE 1:B SECTION

100

SCALE 1:A ELEVATION

500

A9 N/B A9 S/B

EXISTINGRAILWAY

EXISTINGRAILWAY

EXISTINGROAD

EXISTINGROAD



A

A

B

B


OPTION 5

FINAL B

AS SHOWN RM

15/03/17

GRL

15/03/17

MD

15/03/17

RST

17/03/17

P03 RM GRL MD 17/03/17

TEXT BOX AMENDED

P02 BO GRL CM 01/12/16

FIRST ISSUE

P01 RH EF MD 21/01/16

FIRST ISSUE



Date


Drawing Number

Drawing Title

Drawing Status

DO

NO

T SC

ALE

Date Date Date

Checked Approved

Client

Original Size

Suitability

Milli

met

res

100

100

A1

Plot

ted:

Mar

17,

201

7 - 3

:59p

m b

y: M

ILN

1602


Description

Authorised




OTHERWISE.





PLAN1 : 500

SCALE 1:A ELEVATION

500

SCALE 1:B SECTION

100

FIGURE 5.39 SHEET 1 OF 1PRELIMINARY SLOCHD MOR AT

GRADE BRIDGE STRUCTURE OPTIONS

FINAL B

AS SHOWN RM

15/03/17

GRL

15/03/17

MD

15/03/17

RST

15/03/17

P03 RM GRL MD 15/03/17

TEXT BOX AMENDED

P02 BO GRL CM 01/12/16

FIRST ISSUE

P01 TR EF MD 21/01/16

FIRST ISSUE

E_MLOP1_ST - SK - ST - 0002A9P11 - AMJ - SBR - P03Reproduced by permission of Ordnance Survey on behalf of


Date


Drawing Number

Drawing Title

Drawing Status

DO

NO

T SC

ALE

Date Date Date

Checked Approved

Client

Original Size

Suitability

Milli

met

res

100

100

A1

Plot

ted:

Mar

17,

201

7 - 3

:55p

m b

y: M

ILN

1602


Description

Authorised



APPROX. 150M OF EXISTING OPENWATER CHANNEL TO RECEIVE ACONCRETE COVER SLAB OR BE

CHANNELED DOWN A NEW PRECASTCONCRETE BOX CULVERT

HEADWALL TO DISCHARGETHE CULVERT BACK INTO

THE EXISTING OPENCHANNEL WITH MINOR

AMOUNT OF EMBANKMENT

EXISTING OPEN CHANNELWATERCOURSE

EXTENTS OF PROPOSEDBRIDGE STRUCTURE,320M IN LENGTH, SEE

TYPICAL SECTION BELOWFOR DETAILS

EXISTING ACCESS TRACK

MINOR EMBANKMENTWORKS TO SOUTHERN END

BRIDGE SUBSTRUCTURESHALL BE POSITIONED SO ITWILL NOT INTERFERE WITHTHE EXISTING CULVERT

EXISTING WATER COURSEPASSES UNDER THE

PROPOSED AND EXISTINGCARRIAGEWAYS

BRIDGE OPTION 1. - LONGITUDINALLY SPANNING REINFORCEDCONCRETE DECK WITH PIERS AT CLOSE CENTRES

BRIDGE OPTION 2. - TRANSVERSELY SPANNING REINFORCEDCONCRETE DECK WITH PIERS AT MODERATE CENTRES

BRIDGE OPTION 3. - LONGITUDINALLY SPANNING COMPOSITEREINFORCED CONCRETE DECK WITH HAUNCHED STEEL GIRDERS

INDICATIVE EXTENTS OF REQUIRED EXCAVATION

VRS

STANDARD COPE DETAIL

EXISTING CARRIAGEWAY

PROPOSED CARRIAGEWAY ALIGNMENT

VRS



VRS



WATERCOURSE INOPEN CHANNEL



HAUNCHED GIRDER PAIRS AT 2.74mCRS., 1.5m dp. AT PIERS AND 0.8m dp.AT MID-SPAN WITH REINFORCEDCONCRETE DIAPHRAGM AT PIERSAND BEARINGS

PILES INDICATIVELY SHOWN, SIZEAND CENTRES TO BE CONFIRMEDFOLLOWING DETAILED GI

TEMPORARY SUPPORT REQUIRED TO THE EXISTINGCARRIAGEWAY, EXTENTS AND NATURE TO BE

CONFIRMED FOLLOWING DETAILED GI

EXISTING GROUND PROFILEEXISTING GROUND PROFILE

EXISTING GROUND PROFILE

N



INSPECTION GALLERY WITHASSOCIATED DRAINAGE

INSPECTION GALLERY WITHASSOCIATED DRAINAGE





650mm thk. REINFORCED CONCRETE SOLID DECKWITH LONGITUDINAL MOVEMENT JOINTS AT 60m

CRS., SEE ALTERNATIVE DECK CONSTRUCTION TOREDUCE FORMWORK REQUIREMENTS

750mm Ø REINFORCED CONCRETEPIERS AT 4.0m TRANSVERSE CRS.AND 10.0M LONGITUDINAL CRS.

ALTERNATIVE DECK CONSTRUCTION:450mm thk. PRESTRESSED BOX

BEAMS WITH 150mm thk. CONCRETE

PROPOSED CARRIAGEWAY ALIGNMENT400mm thk. REINFORCED CONCRETE SOLID

DECK SPANNING TRANSVERSELY WITHLONGITUDINAL MOVEMENT JOINTS AT 60m CRS.

PROPOSED CARRIAGEWAY ALIGNMENT250mm thk. COMPOSITE

REINFORCED CONCRETE DECK

900mm Ø REINFORCED CONCRETEPIERS AT 6.0m TRANSVERSE CRS.AND 20.0M LONGITUDINAL CRS.

1.2wd x 1.0dp REINFORCED CONCRETEDOWNSTAND BEAMS

1500mm Ø REINFORCED CONCRETEPIERS AT 4.0m TRANSVERSE CRS.AND 30.0M LONGITUDINAL CRS. WITHREINFORCED CONCRETE CROSSHEAD BEAM

SCALE 1:40 SCALE 1:40

SCALE 1:40

SCALE 1:2000

! GEOTECHNICALRISK ! GEOTECHNICAL

RISK

! GEOTECHNICALRISK

! GEOTECHNICALRISK

SLOPE IS POTENTIALLY UNSTABLE,DETAILED GROUND INVESTIGATIONWORKS REQUIRED TO DETERMINETHE SEVERITY OF THE RISK

EXTENTS OF EMBANKMENTREQUIRED IF RETAINEDSOLUTION IS NOT USED

FIGURE 5.40 SHEET 1 OF 1PRELIMINARY SLOCHD MOR AT

GRADE RETENTION STRUCTURE OPTIONS

FINAL B

AS SHOWN RM

15/03/17

GRL

15/03/17

MD

15/03/17

RST

15/03/17

P03 RM GRL MD 15/03/17

TEXT BOX AMENDED

P02 BO GRL CM 01/12/16

FIRST ISSUE

P01 TR EF MD 21/01/16

FIRST ISSUE

E_MLOP1_ST - SK - ST - 0001A9P11 - AMJ - SBR - P03Reproduced by permission of Ordnance Survey on behalf of


Date


Drawing Number

Drawing Title

Drawing Status

DO

NO

T SC

ALE

Date Date Date

Checked Approved

Client

Original Size

Suitability

Milli

met

res

100

100

A1

Plot

ted:

Mar

17,

201

7 - 3

:53p

m b

y: M

ILN

1602


Description

Authorised



APPROX. 150M OF EXISTING OPENWATER CHANNEL TO RECEIVE ACONCRETE COVER SLAB OR BE

CHANNELED DOWN A NEW PRECASTCONCRETE BOX CULVERT

HEADWALL TO DISCHARGETHE CULVERT BACK INTO

THE EXISTING OPENCHANNEL WITH MINOR

AMOUNT OF EMBANKMENT

EXISTING OPEN CHANNELWATER COURSE

EXTENTS OF PROPOSEDRETENTION STRUCTURE,

320M IN LENGTH, SEETYPICAL SECTION BELOW

FOR DETAILS

EXISTING ACCESS TRACK

MINOR EMBANKMENTWORKS TO SOUTHERN END

20wd x 11lg x 1.25dpREINFORCED CONCRETECOVER SLAB ON PILEDFOUNDATIONS

EXISTING WATER COURSEPASSES UNDER THE

PROPOSED AND EXISTINGCARRIAGEWAYS

RETENTION OPTION 1. - REINFORCED CONCRETE CANTILEVER RETAINING WALL ON PAD FOUNDATION RETENTION OPTION 2. - REINFORCED CONCRETE CANTILEVER RETAINING WALL ON PILED FOUNDATION

RETENTION OPTION 3. - REINFORCED SOIL WALL

INDICATIVE EXTENTS OF REQUIRED EXCAVATION

VRS




VRS




VRS




WATER COURSE INOPEN CHANNEL



1.25WD X 0.5dpREINFORCED CONCRETEGROUND BEAM TOEXTENTS OF WALL


TEMPORARY SUPPORT TOTHE EXISTING CARRIAGEWAY

REQUIRED, EXTENTS ANDNATURE TO BE CONFIRMED

FOLLOWING DETAILED GI

EXISTING GROUND PROFILEEXISTING GROUND PROFILE

EXISTING GROUND PROFILE

N

CONSERVATIVE ALLOWANCEFOR STRAPS

SCALE 1:2000

SCALE 1:40 SCALE 1:40

SCALE 1:40

! GEOTECHNICALRISK ! GEOTECHNICAL

RISK

! GEOTECHNICALRISK

! GEOTECHNICALRISK

SLOPE IS POTENTIALLY UNSTABLE,DETAILED GROUND INVESTIGATIONWORKS REQUIRED TO DETERMINETHE SEVERITY OF THE RISK

EXTENTS OF EMBANKMENTREQUIRED IF RETAINEDSOLUTION IS NOT USED

1:15 1:40 1:15 1:40 - transport scotland · cl plate girder cl cl cl 8700 carriage way 1800 verge...

Documents