Portfolio

Portfolio
Aras Jurgelevicius
Engineering CAD Technician
Kier Highways Ltd. (previously EM Highway Services Ltd.)
Mar 2014 – Mar 2016

Generated series of AutoCAD drawings for development and maintenance
schemes supporting HE Area 3 and TfL LoHAC contracts
Structures Department:
● M4 MP68.1 Mortimer Line Railway Bridge – Waterproofing and Joints Replacement
● M3 MP86.2 Popham East Bridge – Bearing Replacement
● M4 MP36.5 Windsor Branch Railway Bridge – Piers Refurbishment
Highways Department:
● M3 J8 Southbound Diverge – Feasibility Study
● A34 Pear tree IC – A34 Botley IC – A34 Hinksey IC – Feasibility Study
● A23 Waddon Marsh Bridges - Traffic Management and Pedestrian Diversion Route drawings

M4 MP68.1 Mortimer Line Railway Bridge
Works description: replacement of waterproofing, joints and surfacing of the structure

LOCATION OF
WORKS
MP
69/0
MP
68/0
MP
67/5
MP
67/0MP
68/0
MP
67/5
MP
67/0
MP
69/0 MP
68/5
N
CLIENT
NOTES
PROJECT
C Copyright EM Highway Services Ltd
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
Federated House
London Road
Dorking
RH4 1SZ
This map is reproduced from Ordnance Survey material with the permission of
Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office ©
Crown copyright. Unauthorised reproduction infringes Crown copyright and may
lead to prosecution or civil proceedings. Highways Agency 100018928.
Safe Roads : Reliable Journeys : Informed Travellers :
2/26/2016 4:46 PM Aras Jurgelevicius C:UsersajurgeleDesktopJob SerachPortfolioSTRUCTURESM4 Mortimer Line RailwayCAD ListWorking3-1120007-DR-000-001.dwg
3-1120007-DR-000-001
THIS DRAWING WAS PRODUCED
USING AUTOCAD AND SHOULD ON
NO ACCOUNT BE AMENDED BY HAND
TITLE
DRAWING NUMBER
CHKDREV DATE BY APPDDESCRIPTION
REVISION
STATUS
FOR CONSTRUCTION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120007/DR/000/001 03
OCTOBER 2014
N.T.S.
AJ
DR
AW
EI
01 28.05.2014 POWER CABLES LOCATION ADDED AJ DR MF
02 09.10.2014 NOTES ADDED AJ DR MF
03 12.03.2015 ISSUE FOR CONSTRUCTION DF DR MF
M4 (MP 68/1) MORTIMER LINE
RAILWAY BRIDGE
JOINTS & WATERPROOFING WORKS
(HA PIN: 545148)
LOCATION PLAN
N
MP
68/5
M4
M4
MORTIMER LINE
RAILWAY BRIDGE
(M4 MP68.1)
RAILWAY
RAILWAY
OVERHEAD
POWER
CABLE
SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION
Maintenance / Cleaning
In addition to the hazards / risks normally associated with the types of work detailed
on this drawing, note the following:
The Construction
SIGNIFICANT RESIDUAL RISK
These statements result from a Design Risk Assessment carried out by the designer.
The intent is to demonstrate compliance with the provision of the construction (Design
and Management) regulations 2007, Approved Codes of Practice (ACOP), and in
particular, but not limited to the provision of paragraphs 119 & 120. These statements
must be reviewed and updated as needed, along with the Risk Assessment, as and
when significant design changes occur.
* The number within the warning triangle refers back to Part B of the Hazard
Elimination and Management Schedule, to be consulted for additional information.
Use
Decommissioning / Demolition
1 High voltage cables
Health & Safety Environment
LEGEND
Overhead power cable
1
1
1
1
OVERHEAD
POWER
CABLE
NOTES
1. RELATED DRAWINGS
This drawing should be read in conjunction with the latest
revision of the relevant drawings as listed in Appendix 0/4 of the
Specification.
2. DIMENSIONS AND LEVELS
All dimensions given are in millimetres unless otherwise stated.
All levels are in metres above Ordnance Datum.
Do not scale from this drawing. The Sub-Contractor shall confirm
any setting out or survey information with the Principal
Contractor prior to commencing Works on site.

EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM E
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
WW
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
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E
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E
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W
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W
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W
W
W
W
GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GE
FF
G
G
N
NOT Overhead
Power Cables
MORTIMER LINE
RAILWAY BRIDGE
(M4 MP68.1)
Power
Cables
1
11
Overhead
Cables
EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM
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E E E E E E E E E E E E E E E E E E E E E E E E
E E E E E E E E E E E E E E E E E E E E E E E E
EEEEEEEEEEEEEEEEEEEE
SSESSESSESSESSESSESSESSESSESSE
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N.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILN.RAILRAIL
FW FW FW FW FW FW FW FW FW FW FW FW
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EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM
BT
BT
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E
E
FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW FW
E
E
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GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN GE
H
H
I
I
CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
Federated House
London Road
Dorking
RH4 1SZ
3/18/2015 4:14 PM Dimitris Fasias W:01-AUTOCAD DRAWING DIRECTORY0 - Structures - Projects2014-20151120007 - 520301 - M4 Mortimer Line Railway BridgeCAD ListWorking3-1120007-DR-116-001-006.dwg
3-1120007-DR-116-001-006
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR CONSTRUCTION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120007/DR/116/003 03
AUGUST 2014
1:500 @A1
AJ
DR
MF
SD
01 12.08.2014 WESTERN CROSSOVER CHANGED AJ DR MF
03 18.03.2015 ADDITIONAL STATS DWG's PRODUCED DF MF MF
RAILWAY BRIDGE
(HA PIN: 545148)
STATUTORY UNDERTAKERS
INFORMATION
SHEET 3 OF 6
M4 EASTBOUND
M4 WESTBOUND
M4 EASTBOUND
M4 WESTBOUND
M4 EASTBOUND
M4 WESTBOUND
LEGEND
WORKS PHASE NOTES
The Undertakers apparatus shown on this drawing is based on returns received
during the preliminary C2 enquiries and any necessary diversionary works. It
provides information regarding the general position and nature of apparatus.
Where trial holes or other investigations have been carried out the additional
survey information is also shown.
The accuracy and completeness of Undertakers Information shall be confirmed
independently by the Principal Contractor prior to the start of the Works.
Proposals to manage the hazard associated with working adjacent to the
Undertakers apparatus shall be clearly identified in the Principal Contractors
Risk and Method Statements.
Prior to the start of the Works the Principal Contractor shall contact the relevant
Undertakers if needed to obtain guidance and safe working procedures around
their plant if affected by the works. This information is to then be incorporated
into Method Statements/ Risk Assessments and the Construction Phase Plan.
If any unclassified or unexpected Undertakers plant is uncovered during the
Works the Works shall be suspended immediately and the Overseeing
Organisation informed.
This drawing shall be printed and read at full scale (A1/ A0).
Environment
Communication Cables
4 River Lambourn
The Construction
High Voltage Cables
2 Main Gas Pipeline
3
Health & Safety
Use
5 Overhead Matrix Sign
1
EM Cables
W W Water
Telephone
N.RAIL
BT
Electricity
Network Rail
EM CablesE E
GenesysGEN
EM
SSESewer/drain
Instalcom
FW NEOS (SSE Fibre-Optic)
INSTALCOM
THIS DRAWING SHALL BE PRINTED IN COLOUR AND READ AT FULL SCALE (A1 / A0)

A
A
A
A
M4 J13
CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
Federated House
London Road
Dorking
RH4 1SZ
3/12/2015 12:20 PM Dimitris Fasias W:01-AUTOCAD DRAWING DIRECTORY0 - Structures - Projects2014-20151120007 - 520301 - M4 Mortimer Line Railway BridgeCAD ListWorking3-1120007-DR-118-007.dwg
3-1120007-DR-118-007
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR CONSTRUCTION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120007/DR/118/007 01
OCTOBER 2014
N.T.S.
AJ
BA
MF
DG
RAILWAY BRIDGE
(HA PIN: 545148)
M4 J12 WESTBOUND OFF SLIP ROAD
CLOSURE & DIVERSION ROUTE
M4 EASTBOUND
M4 WESTBOUND
M4 J12
M4 J13
INSERT B
M4 J12
INSERT A
INSERT BINSERT A
M4
M4
M4 EASTBOUND
M4 WESTBOUND
M4
M4
M4
M4
M4
M4
N
LEGEND
Slip road closure
Diversion route
NOTES
1. RELATED DRAWINGS
revision of the relevant drawings 3/1120007/DR/118/001-006
as listed in Appendix 1/17 & all relevant Traffic Management
drawings.
All dimensions given are in millimetres unless otherwise stated.
Do not scale from this drawing. The Sub-Contractor shall
confirm any setting out or survey information with the Principal
Contractor prior to commencing on Works.
3. The Contractor shall be responsible for detailed Traffic
Management phase plans and cross section drawings for the
scheme.
4. All signing & Traffic Management layout shall be in accordance
with Chapter 8 of the Traffic Sign Manual.

EXTENT OF ROAD
MARKING WORKS
EXTENT OF ROAD
MARKING WORKS
N
1012.2
1005.1
1005.1
EXTENT OF ROAD
MARKING WORKS
EXTENT OF ROAD
MARKING WORKS
CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
Federated House
London Road
Dorking
RH4 1SZ
3-1120007-DR-1200-001
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR CONSTRUCTION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120007/DR/1200/001 01
OCTOBER 2014
1:500 @A1
AJ
DR
MF
SD
RAILWAY BRIDGE
(HA PIN: 545148)
PROPOSED ROAD MARKINGS
SOS (Emergency Telephone Post)
NOTES
1. RELATED DRAWINGS
version of the relevant drawings 3/1120007/DR/200/004-009
and 3/1120007/DR/700/001-003 as listed in Appendix 0/4 of
the specification.
All dimensions given are in millimetres unless otherwise
stated. All levels are in metres above Ordnance Datum.
Contractor prior to commencing Works on.
3. ROAD MARKINGS & STUDS
The provision of Road Markings and Studs shall be in
accordance with the requirements of Appendices 2/1 & 12/3
of the Specification.
LEGEND
M4 EASTBOUND
M4 WESTBOUND
M4 EASTBOUND
M4 WESTBOUND
M4 EASTBOUND
M4 WESTBOUND

EXISTING CAST IRON FRAME
OF COVER (TO BE REMOVED
AND SET ASIDE FOR RE-USE)
50mm DIA. U.P.V.C. PIPE
POWER CABLES
3000
1150
DETAIL A
NATURAL SAND OR CRUSHED
GRAVEL SAND INFILL
375mm DIA. CONCRETE PIPE
150mm (MIN.) CLASS E CONCRETE SURROUND
DRIVEN POSTS
POWER CABLES
(POSITION APPROX 250MM FROM MOTORWAY
CENTRAL LINE AND APPROX 450MM DEEP,
FINAL LOCATION TO BE DETERMINED ON SITE)
DETAIL B
M4 EASTBOUND
M4 WESTBOUND
N
50 50 50
1
Power Cables
1
200m EXTENT OF PROPOSED CROSSOVER
ELC-01 ELC-02 ELC-03
ELC-04
M4 EASTBOUND
M4 WESTBOUND
50 50 50
1
1
Power Cables
200m EXTENT OF PROPOSED CROSSOVER
WLC-01 WLC-02 WLC-03
WLC-04
950
MIN 150
CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
Federated House
London Road
Dorking
RH4 1SZ
3-1120007-DR-1300-001
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR CONSTRUCTION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120007/DR/1300/001 01
OCTOBER 2014
N.T.S. @A1
AJ
DR
MF
SD
RAILWAY BRIDGE
(HA PIN: 545148)
LIGHTING COLUMN DETAILS
AT CROSSOVER LOCATIONS
Approximate location of existing crossover
LEGEND
Lighting columns to be disconnected, removed and
stored during operation of contraflow and reinstalled
after the works
Existing lightning columns to remain
NOTES
1. RELATED DRAWINGS
version of the relevant drawings 3/1120007/DR/200/003 and
3/1120007/DR/700/002 and Appendix 0/4 of the specification.
All dimensions given are in metres unless otherwise stated.
Contractor prior to commencing Works on site.
EM CablesEM
Environment
Communication Cables
4 River Lambourn
The Construction
Lighting Cables
2 Main Gas Pipeline
3
Health & Safety
Use
5 Overhead Matrix Sign
1
EXISTING LIGHTING COLUMN PAD FOUNDATION
EXISTING LIGHTING COLUMN SOCKET
FOUNDATION
EASTERN CROSSOVER
.
MINIMUM 100mm THICK
BITUMEN MATERIAL
(VARIES MIN 100 TO 200 MAX)
MINIMUM 600x600x20mm
STEEL PLATE TO COVER
RECESS
EXPOSED THREADS TO
EXISTING HOLDING DOWN
BOLTS TO BE PROTECTED
(DENSO TAPE OR SIMILAR)
EXISTING CONCRETE PAD
FOUNDATION (TO REMAIN)
DETAIL A
(POSITION APPROX 250MM FROM
MOTORWAY CENTRAL LINE AND
APPROX 450MM DEEP, FINAL
LOCATION TO BE DETERMINED
ON SITE)
DETAIL B
.
MINIMUM 100mm THICK
BITUMEN MATERIAL (VARIES
MIN 100 TO 200 MAX)
600mm MIN
300
EXISTING LIGHTING
COLUMNS TO BE REMOVED
AND SET ASIDE FOR RE-USE
MIN 400x400x20mm
THICK STEEL PLATE TO
COVER SOCKET
EXISTING PRE-CAST
CONCRETE SOCKET
(375mmØ PIPE) TO REMAIN
EXISTING SOCKET TO BE
CLEARED OF ALL LOOSE
STONE/SAND INFILL FOLLOWING
REMOVAL OF LIGHTING COLUMN
OPEN CAVITY TO BE
FILLED SD4 CONCRETE
SEE APPENDIX 17/1
WESTERN CROSSOVER

~16320 ~16320
BRIDGE DECK PLAN
SCALE 1:100
M4EASTBOUND
M4WESTBOUND
℄MOTORWAY
BACKKERBLINE
BACKKERBLINE
~12060
TRANSVERSE
BURIED JOINT
CENTRAL RESERVE AREA
OVER THE STRUCTURE
℄MOTORWAY
INSITU SLAB NOT TO BE DAMAGED
DETAIL B
PROPOSED REINFORCED
CONCRETE SLAB CAST OVER
WATERPROOFING
150
BALLAST WALL
BRIDGE DECK
DECK SURFACE TO BE PREPARED IN
ACCORDANCE WITH APPENDIX 17/4
AND 20/1 AND THE REQUIREMENTS
OF THE WATERPROOFING
MANUFACTURER
WATERPROOFING TO BE
TURNED MIN 150mm DOWN
REAR OF BALLAST WALL
NEW (SPRAY APPLIED) WATERPROOFING MEMBRANE
AND BOND COAT IN ACCORDANCE WITH APPENDIX 20/1
OF THE SPECIFICATION.
NEW BURIED JOINT
SEE DWG: 3/1120007/DR/2300/001
ABUTMENT DRAINAGE
INSITU SLAB
DETAIL A
150
150
BALLAST WALL
BRIDGE DECK
ABUTMENT DRAINAGE
DETAIL C
EXISTING INSITU SLAB
(TO REMAIN)
10mm THICK CLOSED CELL
POLYETHYLENE FILLER BOARD
75
END OFF
INSITU SLAB
DETAIL B
SCALE: N.T.S.
WIDTH, m AREA, m²LENGTH, m
32.6412.06 393.63
DECK WATERPROOFING AREA
FLASHING STRIP APPLIED
OVER JOINT PRIOR TO
WATERPROOFING MEMBRANE
NOTES
1. RELATED DRAWINGS
revision of the relevant drawings as listed in Appendix 0/4 of
the Specification.
Particular attention is drawn to the following drawings:
3/1120007/DR/1700/001
3/1120007/DR/2300/001
Do not scale from this drawing. The Contractor shall confirm
any setting out or survey information with the Overseeing
Organisation prior to commencing Works on site.
3. CONCRETE REPAIRS
Once exposed, the surface of the deck shall be inspected
and any repairs required agreed with the Principal
Contractor (Supervisor). Any areas for repair shall be
surveyed and a record made of the extent of repairs for
inclusion in the as-built records for the scheme.
All methods and materials for concrete repairs shall be in
accordance with Appendix 17/4 of the Specification.
(For the purposes of Pricing an areas equivalent to 15% of
the total area of the deck shall be assumed, together with a
maximum repair depth of 100mm).
4. WATERPROOFING
The preparation, application and testing of the waterproofing
membrane shall be in accordance with the requirements of
Appendix 20/1 and the manufacturers recommendations
(and associated Agreement Certificate).
DETAIL A
SCALE: N.T.S.
WATERPROOFING TO BE SEALED INTO
10 X 10mm CHASE CUT INTO THE
CONCRETE VERGE BEHIND KERB
NEW (SPRAY APPLIED) WATERPROOFING
MEMBRANE IN ACCORDANCE WITH
APPENDIX 20/1 OF THE SPECIFICATION.
(BOND COAT TO BE INCLUDED IN ALL
AREAS TO RECEIVE SURFACING).
EXISTING BARRIER TO REMAIN IN
PLACE AT ALL TIMES
DETAIL C
SCALE: N.T.S.
FLASHING STRIP APPLIED OVER
JOINT PRIOR TO WATERPROOFING
MEMBRANE
NEW (SPRAY APPLIED)
NOTES
HORIZONTAL
SURFACES
VERTICAL SURFACES
BALLAST WALL
TOTAL, m²
65.28 0.0150 0.97
2 - 2
WATERPROOFING DETAILS : TRANSVERSE JOINTS
SCALE 1:10
4 - 4
WATERPROOFING DETAILS : END OF CENTRAL RESERVE
SCALE 1:10
3 - 3
WATERPROOFING DETAILS : CENTRAL RESERVE
AND LONGITUDINAL JOINTS
SCALE 1:10
1 - 1
SCALE 1:20
NEW WATERPROOFING APPLIED
OVER JOINT
TRANSVERSE
BURIED JOINT
10mm THICK CLOSED CELL
POLYETHYLENE FILLER BOARD
VERTICAL SURFACES
AGAINST VERGE KERB
24.12 0.0150 0.36
VERTICAL SURFACES
AGAINST INSITU SLAB
25.00 0.0075 0.19 395.15
CLIENT
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
Federated House
London Road
Dorking
RH4 1SZ
2/26/2016 12:53 PM Aras Jurgelevicius W:01-AUTOCAD DRAWING DIRECTORY0 - Structures - Projects2014-20151120007 - 520301 - M4 Mortimer Line Railway BridgeCAD ListWorking3-1120007-DR-2000-001.dwg
3-1120007-DR-2000-001
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR CONSTRUCTION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120007/DR/2000/001 01
OCTOBER 2014
AS SHOWN @A1
AJ
DR
MF
SD
RAILWAY BRIDGE
(HA PIN: 545148)
WATERPROOFING DETAILS
10mm
CLASS 1
MORTAR

℄MOTORWAY
NEW (SPRAY APPLIED)
SEE DWG: 3/1120007/DR/2000/001
INSITU SLAB
INSITU SLAB NOT TO BE DAMAGED
DURING CONSTRUCTION
EXISTING SEALS TO CENTRAL INFILL
SLABS TO BE RAKED OUT AND REPLACED
WITH POLYSULPHIDE SEALANT
(REF: GS - 01)
DETAIL B
DETAIL C DETAIL D
~16320 ~16320
3 3
1
1
M4EASTBOUND
M4WESTBOUND
2
2
℄MOTORWAY
TJ - 02
TJ - 01 TJ - 01
TJ - 02
LJ - 02LJ - 01
~11700
BALLAST WALL
EXISTING JOINT SEALANT TO
BE RAKED OUT TO A DEPTH
OF 25mm BEFORE SEALING
WITH NEW JOINT.
NEW (SPRAY APPLIED)
SEE DWG: 3/1120007/DR/2000/001
20 x 20 SEALANT BITUMEN TO
CHASE CUT IN NEW SURFACING
AS RECOMMEND BY JOINT
MANUFACTURER
SURFACING IN ACCORDANCE WITH
APPENDIX 7/1 OF THE SPECIFICATION.
BRIDGE DECK
200
25
15
12525
BALLAST WALL
MAX
25
BRIDGE DECK
ABUTMENT DRAINAGE
EXISTING
DETAIL A
INSITU SLAB APPROACH SLAB
NEW VERGE
NEW REINFORCED
CONCRETE SLAB TO
CENTRAL RESERVE
NEW CLOSED CELL
POLYETHYLENE BOARD
(11700 x 620 x 10)
INSITU SLAB
25
15
BRID
GE DECK
BALLAST WALL
PROPOSED
TRANSVERSE
BURIED
JOIN
T
MAIN
CARRIAGEWAY
VERGE
20 x 20 SEALANT APPLIED TO 20mm
GAP BETWEEN KERB UNITS
REF: GS - 04
FLASHING STRIP TO BURRIED JOINT
KERB
15
20
150
CLIENT
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
Federated House
London Road
Dorking
RH4 1SZ
2/26/2016 4:48 PM Aras Jurgelevicius C:UsersajurgeleDesktopJob SerachPortfolioSTRUCTURESM4 Mortimer Line RailwayCAD ListWorking3-1120007-DR-2300-001.dwg
3-1120007-DR-2300-001
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR CONSTRUCTION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120007/DR/2300/001 01
OCTOBER 2014
AS SHOWN @A1
DF
DR
MF
SD
RAILWAY BRIDGE
(HA PIN: 545148)
JOINT DETAILS
1 - 1
TYPICAL JOINTS DETAIL : BURIED JOINT
SCALE 1:10
N
TYPICAL BRIDGE DECK PLAN
SCALE 1:100
DETAIL B
SCALE: N.T.S.
DETAIL C
SCALE: N.T.S.
NEW LONGITUDINAL JOINT TO BE
SEALED WITH POLYSULPHIDE
SEALANT (REF: GS - 02)
NEW CLOSED CELL
POLYETHYLENE BOARD
(11700 x 125 x 15)
NOTES
1. RELATED DRAWINGS
revision of the relevant drawings as listed in Appendix 0/4 of
the Specification.
Particular attention is drawn to the following drawings:
3/1120007/DR/1700/001
3/1120007/DR/2000/001
Do not scale from this drawing. The Contractor shall confirm
any setting out or survey information with the Overseeing
Organisation prior to commencing Works on site.
3. BRIDGE DECK EXPANSION JOINTS
The extent of bridge joints are as indicated on the drawing
and listed below:
TJ-01 - Transverse joint to West Abutment (~ 32.200m).
TJ-02 - Transverse joint to East Abutment (~ 32.200m).
Longitudinal joints as follows:
J-01 : Longitudinal Joint / North (~11.700m).
LJ-02 : Longitudinal Joint / South (~11.700m).
Joints shall be supplied & installed in accordance with the
requirements of Appendix 23/1and the suppliers
recommendations.
4. SEALING OF GAPS
The sealing of gaps shall be as indicated & scheduled on
the drawing. The installation and supply of the materials to
form & seal gaps shall be in accordance with Appendix 23/2.
NEW SEALS ON BOTH ENDS OF
PROPOSED CENTRAL RESERVE
CONCRETE TO BE SEALED WITH
POLYSULPHIDE SEALANT (REF GS - 02)
DETAIL A
SCALE: N.T.S.
NEW FLASHING ON BOTH ENDS OF
INSITU SLAB
(SEE DWG: 3/1120007/DR/2000/001)
DETAIL E - DIAGRAMMATIC SKETCH SHOWING KERB
SCALE 1:20
NEW CLOSED CELL
POLYETHYLENE BOARD
(4000 x 125 x 15) REQUIRED
FOR BOTH ENDS OF
CENTRAL RESERVE
2 - 2
JOINTS DETAIL
SCALE 1:10
3 - 3
PROPOSED LONGITUDINAL JOINTS DETAIL
SCALE 1:10
DETAIL D
SCALE: N.T.S.
15 x 20mm DEEP POLYSULPHIDE
SEALANT (REF: GS-05)
GS - 03
NEW CLOSED CELL
POLYETHYLENE BOARD
(11700 x 125 x 15) REQUIRED
FOR BOTH SIDES OF
CENTRAL RESERVE
DETAIL F
SCALE: N.T.S.
10 x 15mm DEEP POLYSULPHIDE
SEALANT (REF: GS-06)
10mm CLASS 1
MORTAR

M3 MP86.2 Popham East Bridge
Works description: replacement of transverse joints & existing
bearings, also additional concrete repair works to bearing shelves.

BranchRailway
M4 : MOTORWAY (EASTBOUND)
ACCESS TO WEST SIDE OF
RAILWAY THROUGH WASTE
/ RECYCLING STATION
ACCESS TO EAST SIDE
OF RAILWAY THROUGH
ALLOTMENT SERVICE
ROAD (Single track).
BranchRailway
LOCKED ACCESS GATE FROM
ALLOTMENT SERVICE ROAD
LOCKED ACCESS GATE FROM
WASTE RECYCLING CENTRE
PEDESTRIAN ACCESS TO
UNDERSIDE OF BRIDGE
M4 : MOTORWAY (WESTBOUND)
EXTENTS OF SITE:
M4 / 36.5 WINDSOR BRANCH
RAILWAY BRIDGE
GRID REF (496680,179060)
M4 / 36.5
WINDSOR BRANCH
RAILWAY BRIDGE
NN
CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
8/26/2015 2:42 PM Aras Jurgelevicius W:01-AUTOCAD DRAWING DIRECTORY0 - Structures - Projects2015 - 20161120059 - xxxxxx - M4 Windsor Railway Pier RefurbCAD ListWorking3-1120059-DR-000-001.dwg
3-1120059-DR-000-001
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR TASK ORDER PRICING
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
Bridge House, 1 Walnut Tree Close
Guildford, Surrey. GU1 4LZ
3/1120059/DR/000/001 B
JUNE 2015
1 : 1000 @A1
AJ
ME
MF
MF
A 11.06.2015 TEXT AMENDED AND ADDED AJ ME MF
AMENDED, STATUS UPDATED
B 10.08.2015 NOTES & PROJECT TITLE AJ ME MF
AREA 3 COMMISSION
M4 WINDSOR BRANCH RAILWAY BR.
PIER REFURBISHMENT
(HE PIN : 528722)
M4 WINDSOR BRANCH RAILWAY
BRIDGE (M4/36.5)
LOCATION AND ACCESS
PLAN
NOTES:
1. RELATED DRAWINGS
THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH
THE LATEST REVISION OF THE FOLLOWING DRAWINGS:
3/1120059/DR/100/001 - GENERAL ARRANGEMENT;
3/1120059/DR/116/001 - STATUTORY UNDERTAKERS
PLANT LAYOUT;
3/1120059/DR/1700/001 - PIER B CONCRETE REPAIR;
3/1120059/DR/1700/002 - PIER C CONCRETE REPAIR;
3/1120059/DR/1700/003 - PIER D CONCRETE REPAIR;
3/1120059/DR/1700/004 - PIER E CONCRETE REPAIR;
3/1120059/DR/1700/005 - EAST & WEST ABUTMENTS
CONCRETE REPAIR.
2. DIMENSION AND LEVELS
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS
OTHERWISE STATED. ALL LEVELS ARE IN METRES ABOVE
ORDNANCE DATUM.
DO NOT SCALE FROM THIS DRAWING. THE CONTRACTOR
SHALL CONFIRM ANY SETTING OUT OF SURVEY
INFORMATION WITH THE OVERSEEING ORGANISATION
PRIOR TO COMMENCING WORKS ON SITE.
3. DEFINITIONS
FOR THE PURPOSE OF THIS PROJECT THE OVERSEEING
ORGANISATION'S REPRESENTATIVE IS DEFINED AS EM
DELIVERY MANAGER FOR THE SCHEME.
4. VEGETATION CLEARANCE
MINOR VEGETATION CLEARANCE THROUGH ACCESS TO
EAST SITE ROUTE WILL BE REQUIRED.

~ 1372
Varies(975-1057)305
~150
330
711
93 437
1 2 3 4
33 34 35 36
1 - 1
DETAIL OF CENTRAL MEDIAN
SCALE 1 : 20
PRECAST PRE-STRESSED
CONCRETE BEAMS
76
437 93470
470
150
PRECAST PRE-STRESSED
CONCRETE BEAMS
TRANSVERSE POST TENSION
DUCT AND ANCHOR
EXTENT OF WORKS FROM SERVICE ROAD EXTENT OF WORKS UNDER NETWORK RAIL POSSESSION EXTENT OF WORKS FROM SERVICE ROAD
SERVICE
ROAD
SERVICE
ROAD
11887
SPAN 1
12344
SPAN 2
12808
SPAN 3
12344
SPAN 4
11887
SPAN 5
E FDCBA
PIER EAST ABUTMENTWEST ABUTMENT ℄
BRIDGE
2 - 2
SCALE 1 : 200
PEDESTRIAN
GUARD RAILING
NETWORK RAIL
BOUNDARY FENCE
NETWORK RAIL
BOUNDARY FENCE
PIERPIERPIER
PEDESTRIAN
GUARD RAILING 34557455
SPAN 2 SPAN 3 SPAN 4
~ 4000
~ 4000
A B C D E F
2
NORHTDECK
MADEUPOF36No.PRECAST
PRE-STRESSEDCONCRETEBEAMS
SOUTHDECK
MADEUPOF36No.PRECAST
PRE-STRESSEDCONCRETEBEAMS
SPAN 1 SPAN 5
NETW
ORK
RAIL
BOUNDARY
FENCE
NETW
ORK
RAIL
BOUNDARY
FENCE
WEST
ABUTMENT PIER PIER PIER PIER
EAST
ABUTMENT
PEDESTRIA
N
GUARD
RAILIN
G
PEDESTRIA
N
GUARD
RAILIN
G
PLAN OF WORKS AREA
(UNDERSIDE OF THE BRIDGE)
SCALE 1 : 200
M4 WESTBOUND
2
EXTENT OF WORKS
1
1
WEST ABUTMENT
(SEE DRAWING No.
3/1120059/DR/1700/005)
PIER B
(SEE DRAWING No.
3/1120059/DR/1700/001)
PIER C
(SEE DRAWING No.
3/1120059/DR/1700/002)
PIER D
(SEE DRAWING No.
3/1120059/DR/1700/003)
PIER E
(SEE DRAWING No.
3/1120059/DR/1700/004)
EAST ABUTMENT
(SEE DRAWING No.
3/1120059/DR/1700/005)
M4 EASTBOUND
ZONE : C
ZONE : C
ZONE : C
ZONE : C
ZONE : A
ZONE : D
ZONE : D
ZONE : D
ZONE : B
ZONE : C
ZONE : C
ZONE : C
ZONE : C
ZONE : A
ZONE : D
7455
3455
W
IN
DSOR
TO
SLOUGH
BRANCH
RAILW
AY
CENTRAL MEDIAN
(SEE DRAWING No.
3/1120059/DR/1700/006)
CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
3-1120059-DR-100-001
TITLE
DRAWING NUMBER
REVISION
STATUS
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120059/DR/100/001 A
AUGUST 2015
AS SHOWN @A1
AJ
ME
MF
SD
A 23.11.15 NOTES AND LEGEND AMENDED AJ ME MF
AREA 3 COMMISSION
PIER REFURBISHMENT
(HE PIN : 528722)
BRIDGE (M4/36.5)
GENERAL
ARRANGEMENT
N
NOTES:
1. RELATED DRAWINGS
THE SPECIFICATION DOCUMENT 3/1120059/SPE/001 AND
3/1120059/DR/000/001 - LOCATION AND ACCESS PLAN;
PLANT LAYOUT;
3/1120059/DR/1700/001 - PIER B CONCRETE REPAIR;
3/1120059/DR/1700/002 - PIER C CONCRETE REPAIR;
3/1120059/DR/1700/003 - PIER D CONCRETE REPAIR;
3/1120059/DR/1700/004 - PIER E CONCRETE REPAIR;
3/1120059/DR/1700/005 - EAST & WEST ABUTMENTS
CONCRETE REPAIR;
3/1120059/DR/1700/006 - CENTRAL MEDIAN CONCRETE
REPAIR.
ORDNANCE DATUM.
DO NOT SCALE FROM THIS DRAWING. THE CONTRACTOR
SHALL CONFIRM ANY SETTING OUT OF SURVEY
INFORMATION WITH THE OVERSEEING ORGANISATION
PRIOR TO COMMENCING WORKS ON SITE.
3. SETTING OUT / LEVEL CONTROL
BEFORE COMMENCING SITE CLEARANCE OPERATIONS
SUB-CONTRACTOR SHOULD UNDERTAKE A SURVEY TO
ENSURE THAT ADEQUATE CONTROL OF ALIGNMENTS
AND LEVELS CAN BE ESTABLISHED FOR SUBSEQUENT
OPERATIONS (CONCRETE REPAIR WORKS).
4. DEFINITIONS
LEGEND:
ZONE A - REPAIR WORKS TO CENTRE OF THE BRIDGE
DECK OUTSIDE NETWORK RAIL BOUNDARY.
ZONE B - REPAIR WORKS TO CENTRE OF THE BRIDGE
DECK WITHIN NETWORK RAIL BOUNDARY. REPAIR
WORKS TO BE CARRIED OUT UNDER NETWORK RAIL
SITE POSSESSION.
ZONE C - REPAIR WORKS OUTSIDE NETWORK RAIL
BOUNDARY.
ZONE D - REPAIR WORKS WITHIN NETWORK RAIL
BOUNDARY. REPAIR WORKS TO BE CARRIED OUT
UNDER NETWORK RAIL SITE POSSESSION.
NOTE: THE SUB-CONTRACTORS ATTENTION IS DRAWN
TO THE SPECIAL REQUIREMENTS FOR CONSTRUCTION
WORKS ON OR NEAR RAILWAY OPERATIONAL LAND.
REV
A
REV
A

CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
3-1120059-DR-116-001
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR INFORMATION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120059/DR/116/001 -
AUGUST 2015
1 : 500 @A1
AJ
ME
MF
SD
AREA 3 COMMISSION
PIER REFURBISHMENT
(HE PIN : 528722)
BRIDGE (M4/36.5)
STATUTORY UNDERTAKERS
PLANT LAYOUT
WORKS PHASE NOTES:
THE UNDERTAKERS APPARATUS SHOWN ON THIS
DRAWING IS BASED ON RETURNS RECEIVED DURING THE
PRELIMINARY C2 ENQUIRIES AND ANY NECESSARY
DIVERSIONARY WORKS. IT PROVIDES INFORMATION
REGARDING THE GENERAL POSITION AND NATURE OF
APPARATUS. WHERE TRIAL HOLES OR OTHER
INVESTIGATIONS HAVE BEEN CARRIED OUT THE
ADDITIONAL SURVEY INFORMATION IS ALSO SHOWN.
THE ACCURACY AND COMPLETENESS OF UNDERTAKERS
INFORMATION SHALL BE CONFIRMED INDEPENDENTLY BY
THE PRINCIPAL CONTRACTOR PRIOR TO THE START OF
THE WORKS. PROPOSALS TO MANAGE THE HAZARD
ASSOCIATED WITH WORKING ADJACENT TO THE
UNDERTAKERS APPARATUS SHALL BE CLEARLY
IDENTIFIED IN THE PRINCIPAL CONTRACTORS RISK AND
METHOD STATEMENTS.
PRIOR TO THE START OF THE WORKS THE PRINCIPAL
CONTRACTOR SHALL CONTACT THE RELEVANT
UNDERTAKERS IF NEEDED TO OBTAIN GUIDANCE AND
SAFE WORKING PROCEDURES AROUND THEIR PLANT IF
AFFECTED BY THE WORKS. THIS INFORMATION IS TO
THEN BE INCORPORATED INTO METHOD STATEMENTS/
RISK ASSESSMENTS AND THE CONSTRUCTION PHASE
PLAN.
IF ANY UNCLASSIFIED OR UNEXPECTED UNDERTAKERS
PLANT IS UNCOVERED DURING THE WORKS THE WORKS
SHALL BE SUSPENDED IMMEDIATELY AND THE
OVERSEEING ORGANISATION INFORMED.
THIS DRAWING SHALL BE PRINTED IN COLOUR AND READ
AT FULL SCALE (A1/ A0).
N
Undertaker Documents Received
Yes No
LEGEND
X
Contact Statutory Undertaker for additional
drawings and Plant Protection Officer
(For HV Cables & HP Gas)
N/A
Yes = Information received.
No = Information not received - Outstanding risk.
N/A = Not affected.
X
X
X
X
X
X
Virgin MediaV V
GasGAS GAS
Low Voltage Electric CableE LV E LV
SSE SSE SSE Fiberoptic
FW FW Sewage
GEN GEN Genesys
EM EM EM Cables
BT BT BT
W W Thames Water
X
X
X
X
X
X
X
X
X
X
X
XX
OHE OHE Overhead Electric Cable
XXNetwork RailN.RAIL N.RAIL
XXHigh Voltage Electric CableE HV E HV
XXElectric CablesE E
Date
Enquiries Log Returns
TypeName
Cornerstone
Virgin Media
01.07.2015
Gas
Electric Cables
SSE Fiberoptic
Thames Water
Genesys
EM Cables
BT
Network Rail

CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
8/26/2015 2:42 PM Aras Jurgelevicius W:01-AUTOCAD DRAWING DIRECTORY0 - Structures - Projects2015 - 20161120059 - xxxxxx - M4 Windsor Railway Pier RefurbCAD ListWorking3-1120059-DR-1700-001-004.dwg
3-1120059-DR-1700-001-004
TITLE
DRAWING NUMBER
REVISION
STATUS
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120059/DR/1700/001 -
AUGUST 2015
AS SHOWN @A1
AJ
ME
MF
SD
AREA 3 COMMISSION
PIER REFURBISHMENT
(HE PIN : 528722)
BRIDGE (M4/36.5)
PIER B
CONCRETE REPAIR
N
NOTE:
FOR PRICING PURPOSE AVERAGE DEPTH OF CONCRETE REPAIR IS CONSIDERED 100mm.
CONCRETE DELAMINATION SURVEY TO BE CARRIED OUT TO ASCERTAIN EXTENT OF CONCRETE REPAIR.
NOTES CONTINUED:
6. CONCRETE FINISHES
CONCRETE FINISHES SHALL BE IN ACCORDANCE WITH
THE APPENDIX 17/3 OF THE SPECIFICATION:
CLASS U3 - EXPOSED UNFORMED SURFACES;
CLASS F3 - EXPOSED FORMED SURFACES.
7. DRAINAGE PIPES
DRAINAGE DOWNPIPES IN CENTRAL JOINT AREAS ARE TO
BE REPLACED TO MATCH EXISTING. SUB-CONTRACTOR
TO CONFIRM SIZES THROUGH SITE SURVEY. FOR THE
PRICING PURPOSE ASSUME 75mm PVC PIPE.
8. CATHODIC PROTECTION (CP)
CP TO THE REPAIRED AREAS AS SHOWN IN THIS
DRAWING SHALL BE DESIGNED BY THE
SUB-CONTRACTOR. SUB-CONTRACTOR TO SUBMIT
COMPLETED CP DESIGN TO THE OVERSEEING
ORGANISATIONS FOR APPROVAL PRIOR TO WORKS.
9. ACCESS
ACCESS TO THE SITE SHALL BE GAINED FROM THE
ACCESS POINTS INDICATED ON THE LOCATION PLAN (SEE
DRAWING No. 3/1120059/DR/000/001). WORKS TO
NETWORK RAIL AREA (ZONE D AS SHOWN ON DRAWING
No. 3/1120059/DR/100/001). SHALL BE UNDERTAKEN
DURING A CONTROLLED SITE POSSESSION.
10.TEMPORARY WORKS
TEMPORARY WORKS REQUIRED FOR ACCESS TO REPAIR
AREAS SHALL BE ESTABLISHED BY SPECIALIST
SUB-CONCTRACTOR IN ACCORDANCE WITH APPENDIX
11/1.
THE SUB-CONTRACTOR SHALL BE REQUIRED TO CHECK
THE EFFECT OF THE POSITIONING OF THE SUPPORT ON
THE PERMANENT STRUCTURE WITH PARTICULAR
REFERENCE TO NEW TEMPORARY SUPPORT SYSTEM.
11. ANY DAMAGE CAUSED BY THE SUB-CONTRACTOR TO
PART OF THE STRUCTURE NOT INTENDED FOR REPAIR,
SHALL BE REPAIRED BY THE SUB-CONTRACTOR TO THE
SATISFACTION OF THE OVERSEEING ORGANISATION.
NOTES:
1. RELATED DRAWINGS
PLANT LAYOUT.
ORDNANCE DATUM.
DO NOT SCALE FROM THIS DRAWING. THE
SUB-CONTRACTOR SHALL CONFIRM ANY SETTING OUT OF
SURVEY INFORMATION WITH THE OVERSEEING
ORGANISATION PRIOR TO COMMENCING WORKS ON SITE.
ENSURE THAT ADEQUATE CONTROL OF ALIGNMENTS AND
LEVELS CAN BE ESTABLISHED FOR SUBSEQUENT
4. DEFINITIONS
5. CONCRETE REPAIR
THE PREPARATION AND REPAIR OF EXISTING
STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH
APPENDIX 17/4, AND SPECIFICATION AR CLAUSES 1770 TO
1773.
THE EXTENT OF CONCRETE REPAIRS SHALL BE AGREED
WITH THE OVERSEEING ORGANISATION'S
REPRESENTATIVE PRIOR TO UNDERTAKING SUBSEQUENT
WORKS.
SUB-CONTRACTOR SHOULD UNDERTAKE CONCRETE
DELAMINATION SURVEY TO CONFIRM EXTENT OF
CONCRETE REPAIR PRIOR TO WORKS COMMENCING.
SIGNIFICANT SECTION LOSS TO REINFORCEMENT BARS
SHALL BE REPLACED (APPROX. > 25% SECTION LOSS).
FOR PRICING PURPOSE THE PROPOSED STEEL
REINFORCEMENT REPLACEMENT SHALL BE ASSUMED TO
BE 5% OF THE TOTAL CONCRETE REPAIR AREA.
SUB-CONTRACTOR SHALL SAW CUT TO A DEPTH OF 15mm
THE OUTER PERIMETER OF ALL REPAIR AREAS.
SUB-CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE
REINFORCING STEEL DURING CONCRETE REMOVAL AND
SAW CUTTING OPERATION.
FOR THE PURPOSES OF PRICING THE EXTENT OF
CONCRETE REPAIR IS AS SHOWN ON DRAWING.
LEGEND:
PROPOSED CP AREAS
INCLUDING CONCRETE REPAIR
PIER B, SOUTH DECK COLUMN-#BS-#
PIER B, NORTH DECK COLUMN-#BN-#
PIER B-DRAINAGE PIPE#B-DP#
PROPOSED CP AREAS
PIER B, REPAIR AREA#B#

F1 F2 F3
A1
A2
NOTE: CP TO BE DESIGNED BY OTHERS.
NOTES: FOLLOWING DELAMINATION SURVEY, WHERE EXTENSIVE REPAIR AREAS ARE FOUND
THE REMOVAL OF CONCRETE TO EFFECT REPAIRS SHALL BE CARRIED OUT ON 1m/5m
HIT/MISS BASIS. SUBSEQUENT CONCRETE REPAIR TO BE LIMITED TO 1.00m WIDE AT ANY ONE
TIME TO ANY REPAIR AREA, ALLOWING FOR SUFFICIENT CURING TIME BETWEEN BREAKOUT.
21170 21170
1000
500
1000
500
1000
500
1000
500
2000
500
21170 21170
CP TO FULL EXPOSED
FACES OF ABUTMENT BEAM
CP TO FULL EXPOSED
FACES OF ABUTMENT BEAM
CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
3-1120059-DR-1700-005
TITLE
DRAWING NUMBER
REVISION
STATUS
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120059/DR/1700/005 -
AUGUST 2015
N.T.S.
AJ
ME
MF
SD
AREA 3 COMMISSION
PIER REFURBISHMENT
(HE PIN : 528722)
BRIDGE (M4/36.5)
EAST & WEST ABUTMENTS
CONCRETE REPAIR
N
SUMMARY OF CONCRETE & CP REPAIR AREAS
NOTE:
FOR PRICING PURPOSE AVERAGE DEPTH OF CONCRETE REPAIR IS CONSIDERED 100mm.
NOTES CONTINUED:
CONCRETE FINISHES SHALL BE IN ACCORDANCE WITH
THE APPENDIX 17/3 OF THE SPECIFICATION:
CLASS U3 - EXPOSED UNFORMED SURFACES;
CLASS F3 - EXPOSED FORMED SURFACES.
7. DRAINAGE PIPES
DRAINAGE DOWNPIPES IN CENTRAL JOINT AREAS ARE TO
BE REPLACED TO MATCH EXISTING. SUB-CONTRACTOR
TO CONFIRM SIZES THROUGH SITE SURVEY. FOR THE
PRICING PURPOSE ASSUME 75mm PVC PIPE.
8. CATHODIC PROTECTION (CP)
CP TO THE REPAIRED AREAS AS SHOWN IN THIS
DRAWING SHALL BE DESIGNED BY THE
SUB-CONTRACTOR. SUB-CONTRACTOR TO SUBMIT
COMPLETED CP DESIGN TO THE OVERSEEING
ORGANISATIONS FOR APPROVAL PRIOR TO WORKS.
9. ACCESS
ACCESS TO THE SITE SHALL BE GAINED FROM THE
ACCESS POINTS INDICATED ON THE LOCATION PLAN (SEE
DRAWING No. 3/1120059/DR/000/001). WORKS TO
NETWORK RAIL AREA (ZONE D AS SHOWN ON DRAWING
No. 3/1120059/DR/100/001). SHALL BE UNDERTAKEN
DURING A CONTROLLED SITE POSSESSION.
10.TEMPORARY WORKS
TEMPORARY WORKS REQUIRED FOR ACCESS TO REPAIR
AREAS SHALL BE ESTABLISHED BY SPECIALIST
SUB-CONCTRACTOR IN ACCORDANCE WITH APPENDIX
11/1.
THE SUB-CONTRACTOR SHALL BE REQUIRED TO CHECK
THE EFFECT OF THE POSITIONING OF THE SUPPORT ON
THE PERMANENT STRUCTURE WITH PARTICULAR
REFERENCE TO NEW TEMPORARY SUPPORT SYSTEM.
11.ANY DAMAGE CAUSED BY THE SUB-CONTRACTOR TO
PART OF THE STRUCTURE NOT INTENDED FOR REPAIR,
SHALL BE REPAIRED BY THE SUB-CONTRACTOR TO THE
SATISFACTION OF THE OVERSEEING ORGANISATION.
NOTES:
1. RELATED DRAWINGS
PLANT LAYOUT.
ORDNANCE DATUM.
DO NOT SCALE FROM THIS DRAWING. THE
SUB-CONTRACTOR SHALL CONFIRM ANY SETTING OUT OF
SURVEY INFORMATION WITH THE OVERSEEING
ORGANISATION PRIOR TO COMMENCING WORKS ON SITE.
ENSURE THAT ADEQUATE CONTROL OF ALIGNMENTS AND
LEVELS CAN BE ESTABLISHED FOR SUBSEQUENT
4. DEFINITIONS
5. CONCRETE REPAIR
THE PREPARATION AND REPAIR OF EXISTING
STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH
APPENDIX 17/4, AND SPECIFICATION AR CLAUSES 1770 TO
1773.
THE EXTENT OF CONCRETE REPAIRS SHALL BE AGREED
WITH THE OVERSEEING ORGANISATION'S
REPRESENTATIVE PRIOR TO UNDERTAKING SUBSEQUENT
WORKS.
SUB-CONTRACTOR SHOULD UNDERTAKE CONCRETE
DELAMINATION SURVEY TO CONFIRM EXTENT OF
CONCRETE REPAIR PRIOR TO WORKS COMMENCING.
SIGNIFICANT SECTION LOSS TO REINFORCEMENT BARS
SHALL BE REPLACED (APPROX. > 25% SECTION LOSS).
FOR PRICING PURPOSE THE PROPOSED STEEL
REINFORCEMENT REPLACEMENT SHALL BE ASSUMED TO
BE 5% OF THE TOTAL CONCRETE REPAIR AREA.
SUB-CONTRACTOR SHALL SAW CUT TO A DEPTH OF 15mm
THE OUTER PERIMETER OF ALL REPAIR AREAS.
SUB-CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE
REINFORCING STEEL DURING CONCRETE REMOVAL AND
SAW CUTTING OPERATION.
FOR THE PURPOSES OF PRICING THE EXTENT OF
CONCRETE REPAIR IS AS SHOWN ON DRAWING.
LEGEND:
PROPOSED CP AREAS
INCLUDING CONCRETE REPAIR
EAST ABUTMENT, REPAIR AREA#F#
WEST ABUTMENT, REPAIR AREA#A#
PROPOSED CP AREAS

N
A B C D E F
NETW
ORK
RAIL
BOUNDARY
FENCE
WEST
ABUTMENT PIER PIER PIER PIER
EAST
ABUTMENT
PEDESTRIAN
GUARD
RAILING
1
2
1
2
12344
SPAN 2
12808
SPAN 3
12344
SPAN 4
11887
SPAN1
11887
SPAN 5
DETAIL - A
13
PIER
NETW
ORK
RAIL
BOUNDARY
FENCE
W
INDSOR
TO
SLOUGH
BRANCH
RAILW
AY
SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5
E FDCBA
PIER EAST ABUTMENTWEST ABUTMENT ℄
BRIDGE
PIERPIERPIER
DETAIL - CDETAIL - B
01
11887
SPAN 5
12344
SPAN 4
02030405060708091011121301020304050607080910111213
D
℄
PIER
E
℄
PIER
F
EAST
ABUTMENT
914
914
13721000
G1 G3
1635
500
500
G2
E F
PIER EAST ABUTMENT
1600
500
3300
G5
SPAN 1SPAN 2SPAN 3SPAN 4SPAN 5
EF D C B A
PIEREAST ABUTMENT WEST ABUTMENT℄
BRIDGE
PIER PIER PIER
DETAIL - D
DETAIL - E
G4
B
PIER
300
300
250
G7G6
F
EAST ABUTMENT
E
PIER
3300 4500
450
575
800
C
PIER
B
PIER
12501060
500
G8
1 - 1
CENTRAL JOINT
NORTH DECK, SOUTH FACE
SCALE 1 : 200
PLAN OF WORKS AREA
(FROM DRAWING No. 3/1120059/DR/100/001)
SCALE N.T.S.
CLIENT
NOTES
PROJECT
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
3-1120059-DR-1700-006
TITLE
DRAWING NUMBER
REVISION
STATUS
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9
Winchester
Hampshire
SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/1120059/DR/1700/006 -
NOVEMBER 2015
AS SHOWN @A1
AJ
ME
MF
SD
AREA 3 COMMISSION
PIER REFURBISHMENT
(HE PIN : 528722)
BRIDGE (M4/36.5)
CENTRAL MEDIAN
CONCRETE REPAIR
4. DEFINITIONS
For the purpose of this project the Overseeing Organisation's
Representative is defined as EM Delivery Manager for the
scheme.
5. CONCRETE REPAIR
The preparation and repair of existing Structural Members shall
be in accordance with Appendix 17/4, and Specification AR
Clauses 1770 to 1773.
The extent of concrete repairs shall be agreed with the
Overseeing Organisation's Representative prior to undertaking
subsequent works.
Sub-Contractor should undertake concrete delamination survey
to confirm extent of concrete repair prior to works commencing.
Sub-Contractor shall saw cut to a depth of 15mm the outer
perimeter of all repair areas.
Sub-Contractor shall take care not to damage reinforcing steel
during concrete removal and saw cutting operation.
For the purposes of pricing the extent of concrete repair is as
shown on drawing.
Concrete finishes shall be in accordance with the Appendix 17/3
of the Specification:
Class U3 - exposed unformed surfaces;
Class F3 - exposed formed surfaces.
7. ACCESS
Access to the site shall be gained from the access points
indicated on the location plan (see drawing No.
3/1120059/DR/000/001). Works to Network Rail area (zone D &
B as shown on drawing No. 3/1120059/DR/100/001). Shall be
undertaken during a controlled site possession.
8. TEMPORARY WORKS
Temporary works required for access to repair areas shall be
established by Specialist Sub-Conctractor in accordance with
Appendix 11/1.
9. Any damage caused by the Sub-Contractor to part of the
structure not intended for repair, shall be repaired by the
Sub-Contractor to the satisfaction of the Overseeing
Organisation.
LEGEND:
Concrete repair areas
DETAIL - A
CENTRAL MEDIAN - INSITU SLAB SOFFIT
SCALE N.T.S.
DETAIL - C
SCALE 1 : 50
DETAIL - B
SCALE 1 : 50
2 - 2
CENTRAL JOINT
SOUTH DECK, NORTH FACE
SCALE 1 : 200
DETAIL - E
SCALE 1 : 50
DETAIL - D
SCALE 1 : 50
NOTES:
1. RELATED DRAWINGS
This drawing should be read in conjunction with the Specification
document 3/1120059/SPE/001 and the latest revision of the
following drawings:
3/1120059/DR/000/001 - Location and Access Plan;
3/1120059/DR/100/001 - General Arrangement;
3/1120059/DR/116/001 - Statutory Undertakers Plant Layout.
All dimensions are in millimetres unless otherwise stated. All
levels are in metres above Ordnance Datum.
Do not scale from this drawing. The Contractor shall confirm any
setting out of survey information with the Overseeing
Organisation prior to commencing works on site.
Before commencing site clearance operations Sub-Contractor
should undertake a survey to ensure that adequate control of
alignments and levels can be established for subsequent
operations (concrete repair works).
NOTE: ALL CONCRETE REPAIR TO BE LIMITED TO 1.00m
WIDE AT ANY ONE TIME TO ANY REPAIR AREA, ALLOWING
FOR SUFFICIENT CURING TIME BETWEEN BREAKOUT.
Varies
~(1280-1357) Varies
~(975-1050)
NOTE:
FOR PRICING PURPOSE AVERAGE DEPTH OF CONCRETE REPAIR IS CONSIDERED AS SHOWN IN TABLE.
Varies
~(975-1050)
Varies
~(1280-1357)

M4 MP36.5 Windsor Branch Railway Bridge
Works description: removal of spalled concrete, application of concrete repair and
installation of cathodic protection

M3 J8 Southbound Diverge
Works description: Feasibility Study

A34 Pear tree IC – A34 Botley IC – A34 Hinksey IC
Works description: Feasibility Study

CLIENT
NOTES
PROJECT
C Copyright Kier Highways Limited
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
lead to prosecution or civil proceedings. Highways England 100018928.
12/23/2015 2:51 PM Aras Jurgelevicius W:01-AUTOCAD DRAWING DIRECTORY0-Area 3 - Projects0-Projects 2015 - 20162320020 - 552014 - A34 Pear Tree ICCAD ListWorking3-2320020-DR-000-005.dwg
3-2320020-DR-000-005
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR INFORMATION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9, Winchester
Hampshire, SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/2320020/DR/000/005 A
DECEMBER 2015
1 : 500 (@A1)
AJ
RK
OA
DG
FOOTPATH & SIGNS ADDED
AREAS AMENDED, PEDESTRIAN
A 21.12.15 PROPOSED CONSTRUCTION AJ OA DG
A34
PEAR TREE
INTERCHANGE
PROPOSED LAYOUT
S/B DIVERGE TYPE B (OPTION 1)
N/B MERGE TYPE B
NOTES:
1. Existing Type A N/B merge to be changed to type B merge.
2. Existing Type A S/B diverge to be changed to type B (option 1)
diverge .
LEGEND:
Proposed area of widening and new road construction
Proposed verge (1.5-2.0m)
Proposed hardstrip (1.0m) and new road construction
Proposed vegetation (0.5m)
Proposed pedestrian footpath (1.5m)
Change in road marking type

CLIENT
NOTES
PROJECT
C Copyright Kier Highways Limited
DATE
SCALE
CAD REF
DRAWN
APPROVED
CHECKED
DESIGNED
lead to prosecution or civil proceedings. Highways England 100018928.
12/24/2015 1:55 PM Aras Jurgelevicius W:01-AUTOCAD DRAWING DIRECTORY0-Area 3 - Projects0-Projects 2015 - 20162320021 - 552015 - A34 Botley ICCAD ListWorking3-2320021-DR-000-005.dwg
3-2320021-DR-000-005
TITLE
DRAWING NUMBER
REVISION
STATUS
FOR INFORMATION
PAPERSIZE:A1
Easton Lane Depot
M3 Junction 9, Winchester
Hampshire, SO23 7TY
Tel: 01962 893 000
Fax: 01962 856 669
3/2320021/DR/000/005 A
NOVEMBER 2015
1 : 250 (@A1)
AJ
RK
OA
DG
MOVED TO NEW VERGE
ADDED, 50mph ROAD SIGN
A 24.12.15 PROPOSED SAFETY BARRIER AJ OA DG
A34
BOTLEY
INTERCHANGE
PROPOSED LAYOUT
N/B MERGE TYPE B
NOTES:
1. Existing Type A N/B merge to be changed to type B merge.
2. All marker posts within the proposed widening area to be
moved to proposed verge area.
LEGEND:
Proposed area of widening and new road construction
Proposed verge (2.5m)
Proposed hardstrip (1.0m) and new road construction
Change in road marking type

A23 Waddon Marsh Bridges
Traffic Management and Pedestrian Diversion Route drawings

Drawn
by & date
Checked
by & date
Approved
by & date
RevisionDrawing numberScale (at A3 size)
Status
Drawing Title
Project
A23 WADDON MARSH BRIDGES
TM PLAN - A23 SOUTHBOUND OFF-SLIP
& LANE 1 CLOSURE
1 : 2000 S2014_0496P-117-001 -
AJ
15.04.15
AW
15.04.15
DG
15.04.15
FOR INFORMATION
LEGEND: NOTES:
1. EXACT LOCATION OF SIGNS SHALL BE DETERMINED ON SITE.
2. ALL TRAFFIC SIGNS TO BE IN ACCORDANCE WITH THE TRAFFIC SIGNS
REGULATIONS AND GENERAL DIRECTIONS 2002 AND CHAPTER 8 OF THE
TRAFFIC SIGNS MANUAL.
3. THE PROPOSALS SHOWN ARE NOT NECESSARILY A COMPLETE
ILLUSTRATION OF THE TRAFFIC MANAGEMENT MEASURES REQUIRED TO
FULLY COMPLY WITH CHAPTER 8 OF THE TRAFFIC SIGNS MANUAL.
4. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWINGS No.
S2014_0496P-118-002, No. S2014_0496P-118-003 & No. S2014_0496P-118-008.
CONES
TEMPORARY SIGN
WORKS AREA
ROAD CLOSURE

Drawn
by & date
Checked
by & date
Approved
by & date
Status
Drawing Title
Project
PEDESTRIAN DIVERSION ROUTE -
A23 PURLEY WAY SB FOOTWAY CLOSURE
1 : 1250 S2014_0496P-118-006 -
AJ
15.04.15
AW
15.04.15
DG
15.04.15
FOR INFORMATION
NOTES:
REGULATIONS AND GENERAL DIRECTIONS 2002 AND CHAPTER 8 OF
THE TRAFFIC SIGNS MANUAL.
ILLUSTRATION OF THE TRAFFIC MANAGEMENT MEASURES REQUIRED
TO FULLY COMPLY WITH CHAPTER 8 OF THE TRAFFIC SIGNS MANUAL.
LEGEND:
TEMPORARY SIGN
WORKS AREA
ROAD CLOSURE
DIVERSION ROUTE

Drawn
by & date
Checked
by & date
Approved
by & date
Status
Drawing Title
Project
TM PLAN - A23 NORTHBOUND ON-SLIP
& LANE 1 CLOSURE
1 : 2000 S2014_0496P-117-002 -
AJ
15.04.15
AW
15.04.15
DG
15.04.15
FOR INFORMATION
LEGEND: NOTES:
4. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH DRAWINGS
No. S2014_0496P-118-004 & No. S2014_0496P-118-005.
CONES
TEMPORARY SIGN
WORKS AREA
ROAD CLOSURE

Drawn
by & date
Checked
by & date
Approved
by & date
Status
Drawing Title
Project
PEDESTRIAN DIVERSION ROUTE -
A23 PURLEY WAY NB FOOTWAY CLOSURE
1 : 1250 S2014_0496P-118-007 -
AJ
15.04.15
AW
15.04.15
DG
15.04.15
FOR INFORMATION
NOTES:
LEGEND:
TEMPORARY SIGN
WORKS AREA
ROAD CLOSURE
DIVERSION ROUTE

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