Appendix B. Civil Engineering Drawings

Options Selection Report

32110100-GEN-RP-003 Legend/Notes EXISTING UNDERPASS WITH RAMP UP B 1. THIS DESIGN IS BASED UPON THE SURVEY MAPPING SUPPLIED BY IRISH RAIL RAY AND LIFT ACCESS TO PLATFORM > SUPPLEMENTED BY THE ORDNANCE SURVEY IRELAND DATA. OS IRELAND MAP UP < BR DOW AY DATA REPRODUCED BY PERMISSION OF CEO, ORDNANCE SURVEY IRELAND N BR > AY EXISTING JACK ARCH (ACTING ON BEHALF OF THE GOVERNMENT) DATED FEBRUARY 09, 2016 © BRIDGE DECK ORDNANCE SURVEY IRELAND / GOVERNMENT OF IRELAND. ORDNANCE SURVEY

EXISTING BRICK ARCHES IRELAND LICENCE No. EN 0082115 N BENEATH CONNOLLY STATION 2. ALL DIMENSION IN METRES UNLESS OTHERWISE STATED.

3. PLATFORM LENGTHS ARE MEASURED FROM TOP OF RAMP TO BUFFER FACE, OR TOP OF RAMP TO TOP OF RAMP. PLA TFOR 001 M 7 (LEN - CONNOLLY STATION GTH 220m) PERIMETER WALL EXTENTS PLA TFOR DG M 6 (LE

- NG TH 223 m) KEY:- V

MEN > C NEWCO EXISTING PLATFORM DOWN < UP AND E PLA - TFOR EXISTING ROAD INSIDE STATION M 5 ( LENG TH 2 07m)

03 STATION PERIMETER WALL EXTENTS -

EXISTING JACK ARCH BRIDGE DECK r e b

m EXISTING TO BE REMOVED u N

PLATFORM 4 (LENGTH 290m) PROPOSED ALIGNMENT ng i w

a PROPOSED PLATFORM ALTERATIONS r D 32110100

CONNOLLY STATION MASTERPLAN:

PLATFORM 3 (LENGTH 211m) IRISH RAIL SIDING DESIGN CONNOLLY STATION CONCOURSE

SITE A EXTENTS

2 (LENGTH 300m) PLATFORM BUFFER OVER-RUN RESTRICTED DEVELOPMENT ZONE

RAIL LEVEL DEVELOPMENT EXCLUSION ZONE

PLATFORM 1 (LENGTH 167m) PERMITTED GROUND LEVEL DEVELOPMENT ZONE

CONNOLLY STATION MASTERPLAN

FENCE AT THE REAR OF PLATFORM 3

CONNOLLY STATION PERIMETER WALL EXTENTS EXISTING MAINTENANCE SHED

EXISTING ROAD ACCESS TO STATION EXISTING PLATFORM LAYOUT SCALE 1:500

EXISTING BRICK ARCHES BENEATH CONNOLLY STATION

UP BR EXISTING UNDERPASS WITH RAMP AY > 4 AND LIFT ACCESS TO PLATFORM

< DO . U N W 3 P N BR BRAY AY >

P01 01/03/19 FOR DISCUSSION DWW DAS AB FENCE TO THE REAR OF PLATFORM 3 TO Rev Date Description of Revisions Drawn Chkd Appr BE EXTENDED Status FOR INFORMATION ONLY

CONNOLLY STATION PLAT 0 FORM . 7 (LE PERIMETER WALL EXTENTS NGTH 22 3 9m) 1 . 2

PLA 5 TFO . RM 6 ( LENG 7 5 TH 231 . m) 6 MEN > NEWCO D DOWN < UP AN

PLAT FORM 5 4 (LENG . TH 217m ) 5

Contractor(s)

3 .

. 8

7 PLATFORM 4 (LENGTH 301m)

0 . Merrion House, Merrion Road, Dublin 4, Ireland 3 Tel:+353(0)1.269.5666 Fax:+353(0)1.269.5497

. www.jacobs.com

7 8 . PLATFORM 3 (LENGTH 308m)

3 CONNOLLY STATION CONCOURSE

Project PLATFORM 2 (LENGTH 325m) 6

. CONNOLLY STATION ENHANCEMENT

0 PLATFORM 1 (LENGTH 190m) . OPTIONS STUDY

Drawing Title CONNOLLY STATION MASTERPLAN CONNOLLY STATION REMODELLING PLATFORM LAYOUT OPTION 3

CONNOLLY STATION PERIMETER WALL EXTENTS MAINTENANCE SHED Designed Signed Date TO BE DEMOLISHED D.SINCLAIR 01/03/19

Drawn Signed Date D.WELSH 01/03/19

Checked Signed Date D.SINCLAIR 01/03/19

Approved Signed Date DRAWING TO BE READ IN COLOUR A.BRADLEY 01/03/19

Scale(s) ELR & Mileage 1:500 EXISTING Alternative Reference Sheet 0 10 20 30 40 50 m PROPOSED 01of01 © Copyright 2019 Jacobs Ireland. The concepts and information contained in this document are the property of Jacobs. PROPOSED PLATFORM LAYOUT Use or copying of this document in whole or in part without the written permission of Jacobs constitutes an infringement of MODIFIED SCALE 1 : 500 Drawing Number Revision copyright. Limitation: This drawing has been prepared on behalf of, and for the exclusive use of Jacobs' Client, and is subject SCALE 1:500 to, and issued in accordance with, the provisions of the contract between Jacobs and the Client. Jacobs accepts no liability or REMOVED responsibility whatsoever for, or in respect of, any use of, or reliance upon, this drawing by any third party. 32110100-3-ECV-DG-001 P01

Sheet Size A1+1 594 x 1051 Legend/Notes U P BR EXISTING UNDERPASS WITH RAMP AY > 1. THIS DESIGN IS BASED UPON THE SURVEY MAPPING SUPPLIED BY IRISH RAIL AND LIFT ACCESS TO PLATFORM < SUPPLEMENTED BY THE ORDNANCE SURVEY IRELAND DATA. OS IRELAND MAP DOW UP N BRAY BRAY > DATA REPRODUCED BY PERMISSION OF CEO, ORDNANCE SURVEY IRELAND EXISTING JACK ARCH (ACTING ON BEHALF OF THE GOVERNMENT) DATED FEBRUARY 09, 2016 © BRIDGE DECK ORDNANCE SURVEY IRELAND / GOVERNMENT OF IRELAND. ORDNANCE SURVEY

EXISTING BRICK ARCHES IRELAND LICENCE No. EN 0082115 N BENEATH CONNOLLY STATION 2. ALL DIMENSION IN METRES UNLESS OTHERWISE STATED.

3. PLATFORM LENGTHS ARE MEASURED FROM TOP OF RAMP TO BUFFER FACE, OR TOP OF RAMP TO TOP OF RAMP. PLA TFOR 002 M 7 (LEN - CONNOLLY STATION GTH 220m) PERIMETER WALL EXTENTS PLA TFOR DG M 6 (LE

- NG TH 223 m) KEY:- V

MEN > C NEWCO EXISTING PLATFORM DOWN < UP AND E PLA - TFOR EXISTING ROAD INSIDE STATION M 5 ( LENG TH 2 07m)

06 STATION PERIMETER WALL EXTENTS -

EXISTING JACK ARCH BRIDGE DECK r e b

m EXISTING TO BE REMOVED u N

PLATFORM 4 (LENGTH 290m) PROPOSED ALIGNMENT ng i w

a PROPOSED PLATFORM ALTERATIONS r D 32110100

PROPOSED BRIDGE DECK

PLATFORM 3 (LENGTH 211m)

CONNOLLY STATION CONCOURSE CONNOLLY STATION MASTERPLAN:

IRISH RAIL SIDING DESIGN

PLATFORM 2 (LENGTH 300m) SITE A EXTENTS

BUFFER OVER-RUN RESTRICTED DEVELOPMENT ZONE PLATFORM 1 (LENGTH 167m) RAIL LEVEL DEVELOPMENT EXCLUSION ZONE

PERMITTED GROUND LEVEL DEVELOPMENT ZONE

CONNOLLY STATION MASTERPLAN

FENCE AT THE REAR OF PLATFORM 3

CONNOLLY STATION PERIMETER WALL EXTENTS EXISTING MAINTENANCE SHED

EXISTING ROAD ACCESS TO STATION EXISTING PLATFORM LAYOUT SCALE 1:500

PROPOSED STRUCTURAL DECK TO PROPOSED EXISTING BRICK ARCHES SPAN BETWEEN SETS OF ARCHES FOOTBRIDGE WITH LIFT BENEATH CONNOLLY ACCESS TO PLATFORMS STATION

UP BR AY >

< U N DO P WN BRAY BRAY >

P01 01/03/19 FOR DISCUSSION DWW DAS AB

Rev Date Description of Revisions Drawn Chkd Appr

Status

0 .

3 FOR INFORMATION ONLY

CONNOLLY STATION PLA TFOR PERIMETER WALL EXTENTS M 7 ( LENG TH 181 m)

60 .241 5 .

6 PLA TFO RM MEN > 6 (LE NEWCO NG DOWN TH 1 2.5 P AND 81 3 < U

m . PLA ) T 3 FOR M 5 (LE 8 NG . T H 183 4 .5 m) 30 KM/H P8 LH Contractor(s) PL ATF OR M 4 (LE

NG 5 T . H 190 7 m) 8.0

Merrion House, Merrion Road, Dublin 4, Ireland 13 Tel:+353(0)1.269.5666 Fax:+353(0)1.269.5497

9 www.jacobs.com

4 CONNOLLY STATION CONCOURSE PLATFORM 3 (LENGTH 262m)

Project

4 CONNOLLY STATION ENHANCEMENT

. PLATFORM 2 (LENGTH 239m) 8

6 . OPTIONS STUDY

3 PLATFORM 1 (LENGTH 182m)

Drawing Title CONNOLLY STATION MASTERPLAN CONNOLLY STATION REMODELLING PLATFORM LAYOUT OPTION 6

CONNOLLY STATION PERIMETER WALL EXTENTS MAINTENANCE SHED Designed Signed Date TO BE DEMOLISHED D.SINCLAR 01/03/19

Drawn Signed Date PLATFORM LAYOUT WITHIN TRAIN SHED D.WELSH 01/03/19 TO BE ALTERED TO SUIT TRAIN SHED COLUMNS AT A FUTURE DESIGN STAGE Checked Signed Date D.SINCLAIR 01/03/19

Approved Signed Date DRAWING TO BE READ IN COLOUR A.BRADLEY 01/03/19

Sheet Size A1+1 594 x 1051 Legend/Notes U P BR EXISTING UNDERPASS WITH RAMP AY > 1. THIS DESIGN IS BASED UPON THE SURVEY MAPPING SUPPLIED BY IRISH RAIL AND LIFT ACCESS TO PLATFORM < DO SUPPLEMENTED BY THE ORDNANCE SURVEY IRELAND DATA. OS IRELAND MAP W UP N BR BRAY AY > DATA REPRODUCED BY PERMISSION OF CEO, ORDNANCE SURVEY IRELAND EXISTING JACK ARCH (ACTING ON BEHALF OF THE GOVERNMENT) DATED FEBRUARY 09, 2016 © BRIDGE DECK ORDNANCE SURVEY IRELAND / GOVERNMENT OF IRELAND. ORDNANCE SURVEY

EXISTING BRICK ARCHES IRELAND LICENCE No. EN 0082115 N BENEATH CONNOLLY STATION 2. ALL DIMENSION IN METRES UNLESS OTHERWISE STATED.

3. PLATFORM LENGTHS ARE MEASURED FROM TOP OF RAMP TO BUFFER FACE, OR TOP OF RAMP TO TOP OF RAMP. PLA TFOR 003 M 7 (LEN - CONNOLLY STATION GTH 220m) PERIMETER WALL EXTENTS PLA TFOR DG M 6 (LE

- NG TH 223 m) KEY:- V

MEN > C NEWCO EXISTING PLATFORM DOWN < UP AND E PLA - TFOR EXISTING ROAD INSIDE STATION M 5 ( LENG TH 2 07m)

03 STATION PERIMETER WALL EXTENTS -

EXISTING JACK ARCH BRIDGE DECK r e b

m EXISTING TO BE REMOVED u N

PLATFORM 4 (LENGTH 290m) PROPOSED ALIGNMENT ng i w

a PROPOSED RETAINING WALL r D 32110100

PROPOSED PLATFORM ALTERATIONS

PLATFORM 3 (LENGTH 211m) PROPOSED BRIDGE DECK CONNOLLY STATION CONCOURSE

PROPOSED BRIDGE INFILL

m) PLATFORM 2 (LENGTH 300 CONNOLLY STATION MASTERPLAN:

IRISH RAIL SIDING DESIGN

PLATFORM 1 (LENGTH 167m) SITE A EXTENTS

BUFFER OVER-RUN RESTRICTED DEVELOPMENT ZONE

RAIL LEVEL DEVELOPMENT EXCLUSION ZONE

PERMITTED GROUND LEVEL DEVELOPMENT ZONE

FENCE AT THE REAR OF CONNOLLY STATION MASTERPLAN PLATFORM 3

CONNOLLY STATION PERIMETER WALL EXTENTS EXISTING MAINTENANCE SHED

EXISTING ROAD ACCESS TO STATION EXISTING PLATFORM LAYOUT SCALE 1:500

PROPOSED TRACK AND PLATFORM ARE EMERGENCY EGRESS PROPOSED FOOTBRIDGE WITH EXISTING BRICK ARCHES METALLIC UNDERBRIDGE TO BE PLATFORM POSITION SHOWN OUTSIDE FOOTPRINT OF 110 AMIENS STREET STAIRS TO PRESTON STREET LIFT ACCESS TO PLATFORMS BENEATH CONNOLLY INFILLED WITH COMPACTED TYPE 1 FOR OPTION 8D . PLATFORM STATION TO ALLOW TRACK SLEW AND NEW FOR OPTION 8B IS CIRCA 13m PLATFORM TO BE CONSTRUCTED NORTH U P BR PROPOSED STRUCTURAL DECK TO AY > EMERGENCY EGRESS 4 ADDITIONAL TRACK SUPPORT SPAN BETWEEN SETS OF ARCHES

< DO . U STAIRS TO SEVILLE PLACE N W 3 P STRUCTURE REQUIRED TO N BR BRAY FENCE TO THE REAR AY > ACCOMODATE BUFFER OVER-RUN OF PLATFORM 3 TO ZONE. BE EXTENDED P01 01/03/19 FOR DISCUSSION DWW DAS AB

Rev Date Description of Revisions Drawn Chkd Appr

Status

. 3 FOR INFORMATION ONLY PLATF ORM 8 (LENG TH 174m)

CONNOLLY STATION PERIMETER WALL EXTENTS

1 . PLATFOR 2 M 7 (LENG 1 TH 246 . .5m)

5 .

6 P LATFOR OMEN > M 6 (LE N NEWC NGTH 248 D DOW m) < UP AN

PLATFO 2. RM 5 (LENG 5 TH 236m)

4 Contractor(s)

7 PLATFORM 4 (LENGTH 320m)

2.0 Merrion House, Merrion Road, Dublin 4, Ireland Tel:+353(0)1.269.5666 Fax:+353(0)1.269.5497

4 www.jacobs.com . 1:

2 PLATFORM 3 (LENGTH 231m) 3 STR

. CONNOLLY STATION CONCOURSE 1

Project

PLATFORM 2 (LENGTH 287m) 1

. CONNOLLY STATION ENHANCEMENT 10

0 PLATFORM 1 (LENGTH 153m)

. GHT OPTIONS STUDY

3 I STRA

IGHT STRA

Drawing Title

CONNOLLY STATION MASTERPLAN CONNOLLY STATION REMODELLING PLATFORM LAYOUT OPTION 8

CONNOLLY STATION PERIMETER WALL EXTENTS MAINTENANCE SHED Designed Signed Date TO BE RETAINED D.SINCLAIR 01/03/19

Drawn Signed Date D.WELSH 01/03/19

Checked Signed Date D.SINCLAIR 01/03/19

Approved Signed Date DRAWING TO BE READ IN COLOUR A.BRADLEY 01/03/19

Sheet Size A1+1 594 x 1051 Legend/Notes

1. THIS DESIGN IS BASED UPON THE SURVEY MAPPING SUPPLIED BY IRISH RAIL

SUPPLEMENTED BY THE ORDNANCE SURVEY IRELAND DATA. OS IRELAND MAP

DATA REPRODUCED BY PERMISSION OF CEO, ORDNANCE SURVEY IRELAND

(ACTING ON BEHALF OF THE GOVERNMENT) DATED FEBRUARY 09, 2016 ©

ORDNANCE SURVEY IRELAND / GOVERNMENT OF IRELAND. ORDNANCE SURVEY

IRELAND LICENCE No. EN 0082115

N 2. ALL DIMENSION IN METRES UNLESS OTHERWISE STATED.

EXISTING BRIDGE ABUTMENTS AND PIERS

OSSORY ROAD

EXISTING BRIDGE

r RETAINED e EXISTING b FOOTBRIDGE m u RETAINED N ng i w a r D

PUMPS AND LOCK CONTROL EQUIPMENT FOOTPATH

SAFETY BARRIER SAFETY BARRIER BARGE ASSUMPTIONS EXISTING LOCK RETAINED PIPEWORK CENTRELINE FROM MAX LENGTH 21m PUMPING CONTROL EQUIPMENT MAX WIDTH 3.8m AREA SAFETY BARRIER

SAFETY BARRIER

ROYAL CANAL

NORTH STRAND ROAD

CHARLEVILLE MALL

GRAVEL ACCESS ROAD

CYCLE TRACK BRIDGE SECTION TO BE REMOVED AND REPLACED

P01 01/03/19 FOR DISCUSSION GJM DAS AB

Rev Date Description of Revisions Drawn Chkd Appr

Status FOR INFORMATION

GUILDFORD PLACE

m PROPOSED PLAN LAYOUT a illi Contractor(s) W h rt o N Merrion House, Merrion Road, Dublin 4, Ireland Tel:+353(0)1.269.5666 Fax:+353(0)1.269.5497 www.jacobs.com

LOCK REFILLED FROM DOWNSTREAM POUND THROUGH PROPOSED FIXED LOCK GATE PADDLES Project SINGLE TRACK RAILWAY BRIDGE EXISTING LOCK EXISTING SAFETY BARRIER SAFETY BARRIER LOCK GATES CONNOLLY STATION ENHANCEMENT RETAINED FOOTBRIDGE WALKWAY WALKWAY RETAINED M M U U OPTIONS STUDY E M M I I

S SAFETY BARRIER I ON N NORTH STRAND ROAD N I I I m R T

3 M M C

m E T D E D m 8 R . F POUND LEVEL 4.4m I E 1 S E

2 I D A

M M T R R

F U

SAFETY BARRIER U ON D I m A Drawing Title T R 2 R SS I SS .

POUND LEVEL 1.6m C POUND LEVEL 1.6m 3 A A E A D S NEWCOMON JUNCTION N I

E -1.6m DROP LOCK -2.6m HANG C SINGLE TRACK OPTION

Designed Signed Date D SINCLAIR 01/03/19

Drawn Signed Date G MACINTOSH 01/03/19

Checked Signed Date PROPOSED SECTION THROUGH LOCKS D SINCLAIR 01/03/19 Approved Signed Date A BRADLEY 01/03/19

Scale(s) ELR & Mileage 1:250

Alternative Reference Sheet

of © Copyright 2019 Jacobs Ireland. The concepts and information contained in this document are the property of Jacobs. Use or copying of this document in whole or in part without the written permission of Jacobs constitutes an infringement of Drawing Number Revision copyright. Limitation: This drawing has been prepared on behalf of, and for the exclusive use of Jacobs' Client, and is subject to, and issued in accordance with, the provisions of the contract between Jacobs and the Client. Jacobs accepts no liability or responsibility whatsoever for, or in respect of, any use of, or reliance upon, this drawing by any third party. 32110100-3-ECV-DG-004 P01

Sheet Size A1+1 594 x 1051

A I

N C

R Legend/Notes E

EL 1. THIS DESIGN IS BASED UPON THE SURVEY MAPPING SUPPLIED BY IRISH RAIL

B SUPPLEMENTED BY THE ORDNANCE SURVEY IRELAND DATA. OS IRELAND MAP I DATA REPRODUCED BY PERMISSION OF CEO, ORDNANCE SURVEY IRELAND

ORDNANCE SURVEY IRELAND / GOVERNMENT OF IRELAND. ORDNANCE SURVEY

IRELAND LICENCE No. EN 0082115

2. ALL DIMENSION IN METRES UNLESS OTHERWISE STATED. N

BRIDGE TO BE REPLACED WITH A NEW STRUCTURE SPANNING BOTH THE RAILWAY AND CANAL

OSSORY ROAD

EXISTING FOOTBRIDGE RETAINED r e b m u SAFETY BARRIER N ng i PUMPS AND LOCK CONTROL w

a EQUIPMENT r D

SAFETY BARRIER FOOTPATH

FOOTPATH BARGE ASSUMPTIONS PIPEWORK CENTRELINE FROM MAX LENGTH 21m PUMPING CONTROL EQUIPMENT MAX WIDTH 3.8m AREA

SAFETY BARRIER

EXISTING LOCK REPLACED ROYAL CANAL

NORTH STRAND ROAD

CHARLEVILLE MALL

GRAVEL ACCESS ROAD CYCLE TRACK BRIDGE SECTION TO BE REMOVED AND REPLACED

P01 01/03/19 FOR DISCUSSION GJM DAS AB

Rev Date Description of Revisions Drawn Chkd Appr

Status GUILDFORD PLACE FOR INFORMATION

PROPOSED PLAN LAYOUT

Contractor(s)

LOCK IS PUMPED TO SAFETY BARRIER DOWNSTREAM POUND TO EMPTY AND IS REFILLED FROM PROPOSED NORTH STRAND DOWNSTREAM POUND THROUGH Merrion House, Merrion Road, Dublin 4, Ireland ROAD BRIDGE TO ALLOW PROPOSED FIXED LOCK GATE PADDLES Tel:+353(0)1.269.5666 Fax:+353(0)1.269.5497 CONCTRUCTION OF DROP DOUBLE TRACK www.jacobs.com

LOCK BELOW ON

EXISTING LOCK TO BE RAILWAY BRIDGE I LOCK GATES EXISTING T RECONSTRUCTED TO FOOTBRIDGE C INTEGRATE WITH DROP LOCK E

WALKWAY WALKWAY RETAINED R I M M D U U SAFETY BARRIER M

M Project I I ON I E N N

NORTH STRAND ROAD T I I m S C I 3 M M

E CONNOLLY STATION ENHANCEMENT

R S

T E

POUND LEVEL 4.4m D SAFETY BARRIER m F N S m E 1 I E I

A 8 . E M R M T OPTIONS STUDY

R 2 F U U D m A 2

R POUND LEVEL 1.6m . R SS I SS

1.6m HANG

3 A A A D C

-1.6m -2.6m Drawing Title NEWCOMON JUNCTION DROP LOCK DOUBLE TRACK OPTION

Designed Signed Date PROPOSED SECTION THROUGH LOCKS D SINCLAIR 01/03/19 Drawn Signed Date G MACINTOSH 01/03/19

Checked Signed Date D SINCLAIR 01/03/19

Approved Signed Date A BRADLEY 01/03/19

Scale(s) ELR & Mileage 1:250

Alternative Reference Sheet

Sheet Size A1+1 594 x 1051