Legalize / Ireland / Statutory Instrument

S.I. No. 596/2006 - Railway (Kildare Route Project) Order 2006

Type Statutory Instrument

Publication 2006-12-05

Last updated 2015-05-06

State In force superseded text

Text As published

Source Irish Statute Book

articles Not indexed

This is the act as published. Later amendments are not folded into the text below: each one is a separate act in this repository and an entry in this law's history.

2 amending acts · 2015-05-06, ROADS ACT 2015

Reform history JSON API


Work Item No.
*1840.01*	NOT USED.	NOT USED.
*1840.02*	Demolish and remove existing footbridge No. 8 at Cherry Orchard Station as shown	Demolish and remove existing footbridge No. 8 at Cherry Orchard Station as shown
	- in plan on Plan Nos.	1840
	- in section on Plan No. .	S001
*1840.03*	Demolish and close the existing Cherry Orchard Station including the removal of both single faced platforms. The site is to be landscaped as shown	Demolish and close the existing Cherry Orchard Station including the removal of both single faced platforms. The site is to be landscaped as shown
	- in plan on Plan Nos.	1840, 1841 & S001,
*1840.04*	NOT USED.	NOT USED.
*1840.05*	Construct the new Up Slow to Up Fast trailing lead, approximately 640 metres to the west of the Le Fanu Road overbridge (No. 7) as shown	Construct the new Up Slow to Up Fast trailing lead, approximately 640 metres to the west of the Le Fanu Road overbridge (No. 7) as shown
	- in plan on Plan No.	1840, and
	- in section on Plan Nos.	P005, P006 & L001.
*1840.06*	Construct the new Up Slow and Up Fast railway tracks from a point approximately 690 metres to the west of the Le Fanu Road overbridge (No. 7); running in a generally west and then south- westerly direction to a point approximately 72 metres to the east of the proposed footbridge No. 23, as shown	Construct the new Up Slow and Up Fast railway tracks from a point approximately 690 metres to the west of the Le Fanu Road overbridge (No. 7); running in a generally west and then south- westerly direction to a point approximately 72 metres to the east of the proposed footbridge No. 23, as shown
	- in plan on Plan Nos.	1840, 1841, 1842, 1843, 1844, 1845, 1846, 1847, 1848, 1849, 1850 & 1851
	- in section on Plan Nos.	P006, P007, P008, P009, P010, P011,
		P012, P013, P014, P015, P016, P017, P018 & L001.
*1840.07*	Construct new Down Slow to Down Fast trailing lead, approximately 290 metres west of Le Fanu road overbridge (No. 7).	Construct new Down Slow to Down Fast trailing lead, approximately 290 metres west of Le Fanu road overbridge (No. 7).
	- in plan on Plan Nos.	1840 and
	- in section on Plan Nos.	P005, P006 & L001.
*1840.08*	NOT USED.	NOT USED.
*1840.09*	NOT USED.	NOT USED.
*1840.10*	Construct a 220 metre long crib wall with a maximum height of 4.0 metres. The wall is located to the north of and runs parallel to the Railway, and to the west of the Le Fanu Road overbridge (No. 7), as shown	Construct a 220 metre long crib wall with a maximum height of 4.0 metres. The wall is located to the north of and runs parallel to the Railway, and to the west of the Le Fanu Road overbridge (No. 7), as shown
	- in plan on Plan Nos.	1840 & G001, and
	- in section on Plan No.	G001.
*1840.11*	Construct a 310 metre long contiguous bored pile retaining wall with a maximum wall height of 3.2 metres. The wall is located to the north of and runs parallel to the Railway, and to the west of the Le Fanu Road overbridge (No. 7), as shown	Construct a 310 metre long contiguous bored pile retaining wall with a maximum wall height of 3.2 metres. The wall is located to the north of and runs parallel to the Railway, and to the west of the Le Fanu Road overbridge (No. 7), as shown
	- in plan on Plan Nos.	1840 & G001 and
	- in section on Plan No.	G001.
*1840.12*	Construct a 220 metre length of cutting with a maximum depth of 3.1 metres. The cutting is located to the north of and runs parallel to the Railway at Cherry Orchard Station, as shown	Construct a 220 metre length of cutting with a maximum depth of 3.1 metres. The cutting is located to the north of and runs parallel to the Railway at Cherry Orchard Station, as shown
	- in plan on Plan Nos.	1840, 1841 & G002 and
	- in section on Plan No.	G002.
*1840.13*	Construct a new underground rainwater storage tank at Cherry Orchard station as shown,	Construct a new underground rainwater storage tank at Cherry Orchard station as shown,
	- in plan on Plan Nos.	1840 and L002
*1840.14*	NOT USED.	NOT USED.
*1841.01*	Construct a new replacement footbridge No. 8 at the site of the demolished Cherry Orchard Station footbridge 8A as shown	Construct a new replacement footbridge No. 8 at the site of the demolished Cherry Orchard Station footbridge 8A as shown
	- in plan on Plan Nos.	1841 & S001,
	- in elevation on Plan No.	S001, and
	- in section on Plan No.	S001.
*1841.02*	NOT USED	NOT USED
*1841.03*	Reposition the Down Slow and Down Fast railway tracks from a point approximately 310 metres to the east of the proposed Park West Station; running in a generally westerly direction to a point approximately 330 metres to the west of the proposed Fonthill Road Station, as shown	Reposition the Down Slow and Down Fast railway tracks from a point approximately 310 metres to the east of the proposed Park West Station; running in a generally westerly direction to a point approximately 330 metres to the west of the proposed Fonthill Road Station, as shown
	- in plan on Plan Nos.	1841, 1842, 1843 & 1844
	- in section on Plan Nos.	P007, P008, P009, P010, P011 & L001.
*1841.04*	Construct an 830 metre long crib wall 2.5m high with back slope The wall is located to the north of and runs parallel to the Railway, and to the west of Cherry Orchard Station, as shown	Construct an 830 metre long crib wall 2.5m high with back slope The wall is located to the north of and runs parallel to the Railway, and to the west of Cherry Orchard Station, as shown
	- in plan on Plan Nos.	1841 & G001, and
	- in section on Plan Nos.	1841 & G001.
*1841.05*	Construct a 270 metre length of cutting with a maximum depth of 2.6 metres. The cutting is located to the north of and runs parallel to the Railway at the proposed Park West Station, as shown	Construct a 270 metre length of cutting with a maximum depth of 2.6 metres. The cutting is located to the north of and runs parallel to the Railway at the proposed Park West Station, as shown
	- in plan on Plan Nos.	1841, 1842 & G002, and
	- in section on Plan No.	G002.
*1841.06*	Construct a 90 metre length of cutting with a maximum depth of 3.7 metres. The cutting is located to the south of and runs parallel to the Railway, and to the east of the proposed Park West Station, as shown	Construct a 90 metre length of cutting with a maximum depth of 3.7 metres. The cutting is located to the south of and runs parallel to the Railway, and to the east of the proposed Park West Station, as shown
	- in plan on Plan Nos.	1841 & G002, and
	- in section on Plan No.	G002.
*1841.07*	Construct a 10 metre long contiguous bored pile retaining wall with a maximum wall height of 2.9 metres. The wall is located to the south of and runs parallel to the Railway, and to the east of the proposed Park West Station, as shown	Construct a 10 metre long contiguous bored pile retaining wall with a maximum wall height of 2.9 metres. The wall is located to the south of and runs parallel to the Railway, and to the east of the proposed Park West Station, as shown
	- in plan on Plan Nos.	1841 & G001, and
	- in section on Plan No.	G001.
*1841.08*	Construct a 170 metre length of cutting with a maximum depth of 3.7 metres. The cutting is located to the south of and runs parallel to the Railway, and to the east of Park West Station, as shown	Construct a 170 metre length of cutting with a maximum depth of 3.7 metres. The cutting is located to the south of and runs parallel to the Railway, and to the east of Park West Station, as shown
	- in plan on Plan Nos.	1841 & G002, and
	- in section on Plan No.	G002.
*1841.09*	Construct a 10 metre long contiguous bored pile retaining wall with a maximum wall height of 2.1 metres. The wall is located to the south of and runs parallel to the Railway, and to the east of the proposed Park West Station, as shown	Construct a 10 metre long contiguous bored pile retaining wall with a maximum wall height of 2.1 metres. The wall is located to the south of and runs parallel to the Railway, and to the east of the proposed Park West Station, as shown
	- in plan on Plan No.	1841 & G001, and
	- in section on Plan No.	G001.
*1841.10*	Construct a 80 metre length of cutting with a maximum depth of 3.7 metres. The cutting is located to the south of and runs parallel to the Railway to the east of the proposed Park West Station, as shown	Construct a 80 metre length of cutting with a maximum depth of 3.7 metres. The cutting is located to the south of and runs parallel to the Railway to the east of the proposed Park West Station, as shown
	- in plan on Plan Nos.	1841 & G002, and
	- in section on Plan No.	G002.
*1841.11*	Construct a 290 metre length of cutting with a maximum depth of 3.6 metres. The cutting is located to the south of and runs parallel to the Railway at the proposed Park West Station, as shown	Construct a 290 metre length of cutting with a maximum depth of 3.6 metres. The cutting is located to the south of and runs parallel to the Railway at the proposed Park West Station, as shown
	- in plan on Plan Nos.	1841, 1842 & G002, and
	- in section on Plan No.	G002.
*1841.12*	Construct 2 No. temporary access roads to the south of the Railway and to the east of the proposed Park West Station, as shown	Construct 2 No. temporary access roads to the south of the Railway and to the east of the proposed Park West Station, as shown
	- in plan on Plan Nos.	1841 & L001, and
	- in section on Plan No.	L001.
*1841.13*	Demolish and remove the remaining stone abutments and wing walls to the previously partially demolished Cherry Orchard West overbridge No. 9 as shown	Demolish and remove the remaining stone abutments and wing walls to the previously partially demolished Cherry Orchard West overbridge No. 9 as shown
	- in plan on Plan Nos.	1841 & B006, and
	- in section on Plan No.	B006.
*1841.14*	Construct a 42 metre long crib wall with back slope and a maximum wall height of 2.5 metres. The wall is located to the north the Railway, and to the east of the Park West Avenue, Overbridge 9A as shown,	Construct a 42 metre long crib wall with back slope and a maximum wall height of 2.5 metres. The wall is located to the north the Railway, and to the east of the Park West Avenue, Overbridge 9A as shown,
	- in plan on Plan Nos.	1841, G001 and
	- in section on Plan No.	G001.
*1841.15*	Construct a 100 metre long contiguous bored piled retaining wall with a maximum wall height of 2.5 metres. The wall is located to the north the Railway, and to the east of the Park West Avenue, Overbridge 9A as shown,	Construct a 100 metre long contiguous bored piled retaining wall with a maximum wall height of 2.5 metres. The wall is located to the north the Railway, and to the east of the Park West Avenue, Overbridge 9A as shown,
	- in plan on Plan Nos.	1841 & G001, and
	- in section on Plan No.	G001.
*1842.01*	Construct 115 metres of gabion retaining wall with a maximum wall height of 1.5m. The wall is located to the north of the railway and to the west of the M50 motorway overbridge as shown,	Construct 115 metres of gabion retaining wall with a maximum wall height of 1.5m. The wall is located to the north of the railway and to the west of the M50 motorway overbridge as shown,
	- in plan on Plan Nos.	1842, and
	- in section on Plan No.	G001.
*1842.02*	Demolish the existing Cloverhill Road overbridge and construct a new single span, integral type overbridge No. 11 on a similar alignment, as shown	Demolish the existing Cloverhill Road overbridge and construct a new single span, integral type overbridge No. 11 on a similar alignment, as shown
	- in plan on Plan Nos.	1842, 1843, B007 & B009,
	- in elevation on Plan No.	B007, and
	- in section on Plan Nos.	B007, B008 & B009.
*1842.03*	Construct a 95 metre long contiguous bored pile retaining wall with a maximum wall height of 2.9 metres. The wall is located to the north of and runs parallel to the Railway, and to the east of the Cloverhill Road overbridge (No. 11), as shown	Construct a 95 metre long contiguous bored pile retaining wall with a maximum wall height of 2.9 metres. The wall is located to the north of and runs parallel to the Railway, and to the east of the Cloverhill Road overbridge (No. 11), as shown
	- in plan on Plan Nos.	1842 & G001, and
	- in section on Plan No.	G001.
*1842.04*	Carry out minor cut and fill to a maximum depth or height of 1.7 metres to provide the new formation over a 440 metre long section to the south of the Railway. The section is located to the west of the M50 overbridge (No. 10), as shown	Carry out minor cut and fill to a maximum depth or height of 1.7 metres to provide the new formation over a 440 metre long section to the south of the Railway. The section is located to the west of the M50 overbridge (No. 10), as shown
	- in plan on Plan Nos.	1842 & G002, and
	- in section on Plan No.	G002.
*1842.05*	Proposed reinstatement of highway junction to Crag Avenue as shown,	Proposed reinstatement of highway junction to Crag Avenue as shown,
	- in plan on Plan No.	1842.
*1842.06*	Use Crag Crescent as a temporary construction access roads, as shown	Use Crag Crescent as a temporary construction access roads, as shown
	- in plan on Plan Nos.	1842
*1842.07*	Use road network in Cloverhill Industrial Estate as temporary construction access roads, as shown	Use road network in Cloverhill Industrial Estate as temporary construction access roads, as shown
	- in plan on Plan Nos.	1842
*1842.08*	Construct 255 metres of gabion retaining wall with a maximum wall height of 800 mm at a location south of Cloverhill Industrial Estate, as show,	Construct 255 metres of gabion retaining wall with a maximum wall height of 800 mm at a location south of Cloverhill Industrial Estate, as show,
	- in plan on Plan Nos.	1842, and
	- in section on Plan No.	G001.
*1842.09*	Carry out minor cut and fill to a maximum depth or height of 2 metres to provide the new formation over a 226 metre long section to the north of the Railway. The section is located to the west of the M50 overbridge (No. 10), as shown	Carry out minor cut and fill to a maximum depth or height of 2 metres to provide the new formation over a 226 metre long section to the north of the Railway. The section is located to the west of the M50 overbridge (No. 10), as shown
	- in plan on Plan No.	1842, and
	- in section on Plan No.	G002.
*1843.01*	Demolish the existing Ninth Lock - Neilstown Road overbridge and construct a new double span, integral type overbridge No. 13 immediately to the west of the existing alignment, as shown	Demolish the existing Ninth Lock - Neilstown Road overbridge and construct a new double span, integral type overbridge No. 13 immediately to the west of the existing alignment, as shown
	- in plan on Plan Nos.	1843, B010 & B011,
	- in elevation on Plan No.	B011, and
	- in section on Plan Nos.	B010 & B011.
*1843.02*	Demolish and close the existing Clondalkin Station including the removal of both single faced platforms, the passenger footbridge No. 12 and station house. The site is to be landscaped as shown	Demolish and close the existing Clondalkin Station including the removal of both single faced platforms, the passenger footbridge No. 12 and station house. The site is to be landscaped as shown
	- in plan on Plan Nos.	1843 & S001.
*1843.03*	Construct the new Fonthill Road Station adjacent to the east of the existing Fonthill Road Bridge. Access to the station will be at high level from Fonthill Road and at low level from the car park and Clondalkin via the cycle / footpath. The station will comprise the following:	Construct the new Fonthill Road Station adjacent to the east of the existing Fonthill Road Bridge. Access to the station will be at high level from Fonthill Road and at low level from the car park and Clondalkin via the cycle / footpath. The station will comprise the following:
	Station facilities will be provided on the high level concourse.	Station facilities will be provided on the high level concourse.
	175m long Island platform and North platform served by lift and staircases from the high level concourse / station access. Platforms will have waiting shelters for 36 people per platform.	175m long Island platform and North platform served by lift and staircases from the high level concourse / station access. Platforms will have waiting shelters for 36 people per platform.
	There will be a 200 space car park including 12 mobility impaired car parking spaces along with 36 bicycle storage spaces with stair and lift access to the station concourse. There will be a pick-up / drop-off point, a taxi rank for 5 taxis and an option for additional bus lay-bys in the future if required.	There will be a 200 space car park including 12 mobility impaired car parking spaces along with 36 bicycle storage spaces with stair and lift access to the station concourse. There will be a pick-up / drop-off point, a taxi rank for 5 taxis and an option for additional bus lay-bys in the future if required.
	Toilet facilities will be provided.	Toilet facilities will be provided.
	24hr automatic ticket sales and manned ticket sales (limited hours)	24hr automatic ticket sales and manned ticket sales (limited hours)
	Provision of a temporary down fast platform 175 m long.	Provision of a temporary down fast platform 175 m long.
	These features are as shown,	These features are as shown,
	- in plan on Plan Nos.	1843, S004 & S005, and
	- in elevation on Plan No.	S005.
*1843.04*	NOT USED	NOT USED
*1843.05*	NOT USED	NOT USED
*1843.06*	Carry out minor cut and fill to a depth of 0.9 metres to provide the new formation over a 1075 metre length to the north of the Railway, to the west of the proposed Fonthill Road Station, as shown	Carry out minor cut and fill to a depth of 0.9 metres to provide the new formation over a 1075 metre length to the north of the Railway, to the west of the proposed Fonthill Road Station, as shown
	- in plan on Plan Nos.	1843, 1844 & G002, and
	- in section on Plan No.	G002.
*1843.07*	Construct a 195 metre length of cutting with a maximum depth of 1.2 metres. The cutting is located to the south of and runs parallel to the Railway, and to the west of the Cloverhill Road overbridge (No. 11), as shown	Construct a 195 metre length of cutting with a maximum depth of 1.2 metres. The cutting is located to the south of and runs parallel to the Railway, and to the west of the Cloverhill Road overbridge (No. 11), as shown
	- in plan on Plan Nos.	1843 & G002, and
	- in section on Plan No.	G002.
*1843.08*	Construct a 180 metre length of cutting with a maximum depth of 0.5 metres. The cutting is located to the south of and runs parallel to the Railway, and to the east of the Ninth Lock - Neilstown Road overbridge (No. 13), as shown	Construct a 180 metre length of cutting with a maximum depth of 0.5 metres. The cutting is located to the south of and runs parallel to the Railway, and to the east of the Ninth Lock - Neilstown Road overbridge (No. 13), as shown
	- in plan on Plan Nos.	1843 & G002, and
	- in section on Plan No.	G002.
*1843.09*	Construct a 350 metre length of cutting with a maximum depth of 1.1 metres. The cutting is located to the south of and runs parallel to the Railway, and to the west of the Ninth Lock - Neilstown Road overbridge (No. 13), as shown	Construct a 350 metre length of cutting with a maximum depth of 1.1 metres. The cutting is located to the south of and runs parallel to the Railway, and to the west of the Ninth Lock - Neilstown Road overbridge (No. 13), as shown
	- in plan on Plan Nos.	1843 & G002, and
	- in section on Plan No.	G002.
*1843.10*	Construct a 275 metre length of cutting with a maximum depth of 1.2 metres. The cutting is located to the south of and runs parallel to the Railway, and to the west of the proposed Fonthill Road Station, as shown	Construct a 275 metre length of cutting with a maximum depth of 1.2 metres. The cutting is located to the south of and runs parallel to the Railway, and to the west of the proposed Fonthill Road Station, as shown
	- in plan on Plan Nos.	1843, 1844 & G002, and
	- in section on Plan No.	G002.
*1843.11*	Construct a maintenance road to the north of the Railway, between the Cloverhill Road overbridge (No. 11) and the Ninth Lock - Neilstown Road overbridge (No. 13), as shown	Construct a maintenance road to the north of the Railway, between the Cloverhill Road overbridge (No. 11) and the Ninth Lock - Neilstown Road overbridge (No. 13), as shown
	- in plan on Plan Nos.	1843 & L001, and
	- in section on Plan No.	L001.
*1843.12*	NOT USED	NOT USED
*1843.13*	Construct a temporary access road to the north of the Railway and to the west of the Ninth Lock - Neilstown Road overbridge (No. 13), as shown	Construct a temporary access road to the north of the Railway and to the west of the Ninth Lock - Neilstown Road overbridge (No. 13), as shown
	- in plan on Plan Nos.	1843 & L001, and
	- in section on Plan No.	L001.
*1843.14*	Construct a temporary access road to the north of the Railway and to the west of the proposed Park West Station, as shown	Construct a temporary access road to the north of the Railway and to the west of the proposed Park West Station, as shown
	- in plan on Plan Nos.	1843 & L001, and
	- in section on Plan No.	L001.
*1843.15*	Construct a temporary access road to the south of the Railway and to the west of the proposed Fonthill Road station, as shown	Construct a temporary access road to the south of the Railway and to the west of the proposed Fonthill Road station, as shown
	- in plan on Plan Nos.	1843 & L001, and
	- in section on Plan No.	L001.
*1843.16*	Construct an underground rainwater storage tank at the location adjacent to Clondalkin Station as shown,	Construct an underground rainwater storage tank at the location adjacent to Clondalkin Station as shown,
	- in plan on Plan Nos.	1843 and L002
*1843.17*	Proposed new footpath and cycleway linking Ninth Lock - Neilstown Road Overbridge 13 to Fonthill Road station as shown,	Proposed new footpath and cycleway linking Ninth Lock - Neilstown Road Overbridge 13 to Fonthill Road station as shown,
	In plan on Plan No.	1843
*1843.18*	Construct a 138 metre length of open earth drainage channel to the north of and parallel to the Railway at the proposed Fonthill Road Station, as shown	Construct a 138 metre length of open earth drainage channel to the north of and parallel to the Railway at the proposed Fonthill Road Station, as shown
	- in plan on Plan No.	1843
	- in section on Plan No.	L001.
*1843.19*	NOT USED	NOT USED
*1843.20*	NOT USED	NOT USED
*1843.21*	Inspect, extend and protect the existing undertrack culvert to the east of the proposed Fonthill Road Station as shown	Inspect, extend and protect the existing undertrack culvert to the east of the proposed Fonthill Road Station as shown
	- in plan on Plan Nos.	1843,
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1843.22*	Inspect, extend and protect the existing undertrack culvert to the west of the proposed Fonthill Road Station as shown	Inspect, extend and protect the existing undertrack culvert to the west of the proposed Fonthill Road Station as shown
	- in plan on Plan Nos.	1843
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1843.23*	Carry out minor cut and fill to a maximum depth or height of 0.5 metres to provide the new formation over a 246 metre long section to the north of the Railway and to the east of the Ninth Lock - Neilstown Road overbridge (No. 13), as shown	Carry out minor cut and fill to a maximum depth or height of 0.5 metres to provide the new formation over a 246 metre long section to the north of the Railway and to the east of the Ninth Lock - Neilstown Road overbridge (No. 13), as shown
	- in plan on Plan Nos.	1843 & G002, and
	- in section on Plan No.	G002
*1844.01*	Construct a 410 metre length of cutting with a maximum depth of 1.4 metres. The cutting is located to the north of and runs parallel to the Railway, and to the east of the Lynchs Lane overbridge (No. 14), as shown	Construct a 410 metre length of cutting with a maximum depth of 1.4 metres. The cutting is located to the north of and runs parallel to the Railway, and to the east of the Lynchs Lane overbridge (No. 14), as shown
	- in plan on Plan Nos.	1844, 1845 & G002, and
	- in section on Plan No.	G002.
*1844.02*	Inspect, extend and protect the existing undertrack culvert adjacent to the 5 ¼ mile post as shown	Inspect, extend and protect the existing undertrack culvert adjacent to the 5 ¼ mile post as shown
	- in plan on Plan Nos.	1844
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1844.03*	Inspect, extend and protect the existing undertrack culvert to the east of the 5 ½ mile post as shown	Inspect, extend and protect the existing undertrack culvert to the east of the 5 ½ mile post as shown
	- in plan on Plan Nos.	1844
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1844.04*	Inspect, extend and protect the existing undertrack culvert No. 13B to the west of the 5 ½ mile post as shown	Inspect, extend and protect the existing undertrack culvert No. 13B to the west of the 5 ½ mile post as shown
	- in plan on Plan No.	1844,
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1844.05*	Construct a maintenance road to the north of and parallel to the Railway, from 600 metres west of the proposed Fonthill Road Station and the existing Lynchs Lane overbridge (No. 14), as shown	Construct a maintenance road to the north of and parallel to the Railway, from 600 metres west of the proposed Fonthill Road Station and the existing Lynchs Lane overbridge (No. 14), as shown
	- in plan on Plan Nos.	1844, 1845 & L001
	- in section on Plan No.	L001.
*1845.01*	Demolish the existing stone arch, Lynchs Lane overbridge No. 14 and removal of embankments as shown	Demolish the existing stone arch, Lynchs Lane overbridge No. 14 and removal of embankments as shown
	- in plan on Plan Nos.	1845 & B012,
	- in elevation on Plan No.	B012, and
	- in section on Plan No.	B012.
*1845.02*	Construct a 220 metre length of cutting with a maximum depth of 1.5 metres. The cutting is located to the north of and runs parallel to the Railway, and to the west of the Lynchs Lane overbridge (No. 14), as shown	Construct a 220 metre length of cutting with a maximum depth of 1.5 metres. The cutting is located to the north of and runs parallel to the Railway, and to the west of the Lynchs Lane overbridge (No. 14), as shown
	- in plan on Plan Nos.	1845 & G002, and
	- in section on Plan No.	G002.
*1845.03*	Construct an 850 metre length of embankment with a maximum height of 2.2 metres. The embankment is located to the north of and runs parallel to the Railway between the Lynchs Lane overbridge (No. 14) and the Haydens Lane overbridge (No. 16), as shown	Construct an 850 metre length of embankment with a maximum height of 2.2 metres. The embankment is located to the north of and runs parallel to the Railway between the Lynchs Lane overbridge (No. 14) and the Haydens Lane overbridge (No. 16), as shown
	- in plan on Plan Nos.	1845, 1846 & G002, and
	- in section on Plan No.	G002.
*1845.04*	Construct a maintenance turnout and turning area to the north of the Railway, from the proposed Adamstown Link Road, as shown	Construct a maintenance turnout and turning area to the north of the Railway, from the proposed Adamstown Link Road, as shown
	- in plan on Plan Nos.	1845 & L001
*1845.05*	Construct a temporary access road to the north of the Railway and adjacent to the existing Lynchs Lane overbridge (No. 14), as shown	Construct a temporary access road to the north of the Railway and adjacent to the existing Lynchs Lane overbridge (No. 14), as shown
	- in plan on Plan Nos.	1845 & L001, and
	- in section on Plan No.	L001.
*1845.06*	Construct the new Kishoge Station adjacent to the east of the Dublin Outer Ring Road Bridge. Access to the station will be at high level from the Ring Road and at low level from the car park and cycle / footpath. The station will comprise the following:	Construct the new Kishoge Station adjacent to the east of the Dublin Outer Ring Road Bridge. Access to the station will be at high level from the Ring Road and at low level from the car park and cycle / footpath. The station will comprise the following:
	Station facilities will be provided on the high level concourse with seating provision for 20.	Station facilities will be provided on the high level concourse with seating provision for 20.
	175m long Island platform and North platform served by lift and staircases from the high level concourse / station access. Platforms will have waiting shelters for 36 people per platform.	175m long Island platform and North platform served by lift and staircases from the high level concourse / station access. Platforms will have waiting shelters for 36 people per platform.
	There will be a 400 space car park including 20 mobility impaired car parking spaces along with 36 bicycle storage spaces with stair and lift access to the station concourse.	There will be a 400 space car park including 20 mobility impaired car parking spaces along with 36 bicycle storage spaces with stair and lift access to the station concourse.
	There will be a pick-up / drop-off point, a taxi rank for 5 taxis and space for 3 bus lay-bys.	There will be a pick-up / drop-off point, a taxi rank for 5 taxis and space for 3 bus lay-bys.
	Toilet facilities will be provided.	Toilet facilities will be provided.
	CCTV will be provided for security.	CCTV will be provided for security.
	24hr automatic ticket sales and manned ticket sales (limited hours) as shown	24hr automatic ticket sales and manned ticket sales (limited hours) as shown
	- in plan on Plan Nos.	1845, S017 & S018, and
	- in elevation on Plan Nos.	S017 & S018
*1846.01*	Construct a 12.25 metre extension with 4.1 metre long headwall to the existing underbridge No. 15 using precast concrete box culvert units as shown	Construct a 12.25 metre extension with 4.1 metre long headwall to the existing underbridge No. 15 using precast concrete box culvert units as shown
	- in plan on Plan Nos.	1846 & B028,
	- in elevation on Plan No.	B028, and
	- in section on Plan No.	B028.
*1846.02*	Construct a 9 metre extension with a 2.1 metre long headwall to the existing underbridge No. 15A using precast concrete box culvert units as shown	Construct a 9 metre extension with a 2.1 metre long headwall to the existing underbridge No. 15A using precast concrete box culvert units as shown
	- in plan on Plan Nos.	1846 & B028,
	- in elevation on Plan No.	B028, and
	- in section on Plan No.	B028.
*1846.03*	Demolish the existing stone arch, Haydens Lane road overbridge and construct a new single span steel truss footbridge No. 16 as shown	Demolish the existing stone arch, Haydens Lane road overbridge and construct a new single span steel truss footbridge No. 16 as shown
	- in plan on Plan Nos.	1846 & B013,
	- in elevation on Plan No.	B013, and
	- in section on Plan No.	B013.
*1846.04*	Demolish the existing Newcastle (Lock) Road overbridge as shown	Demolish the existing Newcastle (Lock) Road overbridge as shown
	- in plan on Plan Nos.	1846 & 1847
	- in section on Plan Nos.	B014.
*1846.05*	Carry out minor cut and fill to a maximum depth or height of 0.5 metres to provide the new formation over a 30 metre long section to the north of the Railway and immediately to the east of the Haydens Lane overbridge (No. 16), as shown	Carry out minor cut and fill to a maximum depth or height of 0.5 metres to provide the new formation over a 30 metre long section to the north of the Railway and immediately to the east of the Haydens Lane overbridge (No. 16), as shown
	- in plan on Plan Nos.	1846 & G002, and
	- in section on Plan No.	G002.
*1846.06*	Construct a 345 metre length of embankment with a maximum height of 1.0 metre. The embankment is located to the north of and runs parallel to the Railway between the Haydens Lane overbridge (No.16) and the Newcastle (Lock) Road overbridge (No. 19), as shown	Construct a 345 metre length of embankment with a maximum height of 1.0 metre. The embankment is located to the north of and runs parallel to the Railway between the Haydens Lane overbridge (No.16) and the Newcastle (Lock) Road overbridge (No. 19), as shown
	- in plan on Plan Nos.	1846 & G002, and
	- in section on Plan No.	G002.
*1846.07*	Construct a temporary access roads to the north of the Railway and adjacent to the Newcastle (Lock) Road overbridge (No. 19), as shown	Construct a temporary access roads to the north of the Railway and adjacent to the Newcastle (Lock) Road overbridge (No. 19), as shown
	- in plan on Plan Nos.	1846, 1847 & L001, and
	- in section on Plan No.	L001.
*1846.08*	Diversion of the Kilmahudrick Stream into an open channel to the south of the railway, as shown,	Diversion of the Kilmahudrick Stream into an open channel to the south of the railway, as shown,
	- in plan on Plan No.	1846
*1846.09*	NOT USED	NOT USED
*1846.10*	Inspect, extend and protect the existing undertrack culvert No. 17 immediately to the west of the Haydens Lane overbridge (No. 16) as shown	Inspect, extend and protect the existing undertrack culvert No. 17 immediately to the west of the Haydens Lane overbridge (No. 16) as shown
	- in plan on Plan No.	1846
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1846.11*	Inspect, extend and protect the existing undertrack culvert No. 17A immediately to the west of the Haydens Lane overbridge (No. 16) as shown	Inspect, extend and protect the existing undertrack culvert No. 17A immediately to the west of the Haydens Lane overbridge (No. 16) as shown
	- in plan on Plan No.	1846
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1846.12*	Construct a maintenance lay-by area and trackside access to the north of the Railway, from the proposed Adamstown Link Road to the east of Newcastle Road Overbridge No. 19, as shown	Construct a maintenance lay-by area and trackside access to the north of the Railway, from the proposed Adamstown Link Road to the east of Newcastle Road Overbridge No. 19, as shown
	- in plan on Plan Nos.	1846 and L001
	- in section on Plan No.	L001.
*1847.01*	Demolish the existing stone arch, Finnstown Farm overbridge No. 20 as shown	Demolish the existing stone arch, Finnstown Farm overbridge No. 20 as shown
	- in plan on Plan Nos.	1847 & B016,
	- in elevation on Plan No.	B016, and
	- in section on Plan No.	B016.
*1847.02*	NOT USED	NOT USED
*1847.03*	Construct a 330 metre length of cutting with a maximum depth of 1.1 metres. The cutting is located to the north of and runs parallel to the Railway between the Newcastle (Lock) Road overbridge (No. 19) and the Finnstown Farm overbridge (No. 20), as shown	Construct a 330 metre length of cutting with a maximum depth of 1.1 metres. The cutting is located to the north of and runs parallel to the Railway between the Newcastle (Lock) Road overbridge (No. 19) and the Finnstown Farm overbridge (No. 20), as shown
	- in plan on Plan Nos.	1847 & G002, and
	- in section on Plan No.	G002.
*1847.04*	Construct a 360 metre length of cutting with a maximum depth of 2.7 metres. The cutting is located to the north of and runs parallel to the Railway between the Finnstown Farm overbridge (No. 20) and the proposed Adamstown Station, as shown	Construct a 360 metre length of cutting with a maximum depth of 2.7 metres. The cutting is located to the north of and runs parallel to the Railway between the Finnstown Farm overbridge (No. 20) and the proposed Adamstown Station, as shown
	- in plan on Plan Nos.	1847 & G002, and
	- in section on Plan No.	G002.
*1847.05*	NOT USED	NOT USED
*1847.06*	Inspect, extend and protect the existing undertrack culvert No. 19A immediately to the west of the Newcastle (Lock) Road overbridge (No. 19) as shown	Inspect, extend and protect the existing undertrack culvert No. 19A immediately to the west of the Newcastle (Lock) Road overbridge (No. 19) as shown
	- in plan on Plan No.	1847
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1847.07*	Construct a maintenance turnout and turning area to the north of the Railway, from the proposed Adamstown Link Road to the east of Overbridge No. 20 location, as shown	Construct a maintenance turnout and turning area to the north of the Railway, from the proposed Adamstown Link Road to the east of Overbridge No. 20 location, as shown
	- in plan on Plan Nos.	1847 and L001
	- in section on Plan No.	L001
*1847.08*	Construct a maintenance turnout and turning area to the north of the Railway, from the proposed Adamstown Station Development to the east of proposed car park, as shown	Construct a maintenance turnout and turning area to the north of the Railway, from the proposed Adamstown Station Development to the east of proposed car park, as shown
	- in plan on Plan Nos.	1847
	- in section on Plan No.	L001
*1847.09*	Proposed new road to access Adamstown station from Newcastle road Overbridge No. 19 as shown	Proposed new road to access Adamstown station from Newcastle road Overbridge No. 19 as shown
	- in plan on Plan Nos.	1847
*1847.10*	Construct approximately 780 metres of new Down Slow and Down Fast railway tracks commencing at a point approximately 290 metres to the east of the proposed Adamstown Station. The tracks run in a generally westerly direction	Construct approximately 780 metres of new Down Slow and Down Fast railway tracks commencing at a point approximately 290 metres to the east of the proposed Adamstown Station. The tracks run in a generally westerly direction
	In addition construct one new turn out and one new crossover to connect the Up and Down slow lines to the bay platform track at Adamstown station, as shown	In addition construct one new turn out and one new crossover to connect the Up and Down slow lines to the bay platform track at Adamstown station, as shown
	- in plan on Plan Nos.	1847
	- in section on Plan Nos.	P014 & L001.
*1848.01*	Construct approximately 560 metres of new Down Slow and Down Fast railway tracks commencing at a point approximately 420 metres to the west of the proposed Adamstown Station. The tracks run in a generally westerly direction, as shown	Construct approximately 560 metres of new Down Slow and Down Fast railway tracks commencing at a point approximately 420 metres to the west of the proposed Adamstown Station. The tracks run in a generally westerly direction, as shown
	- in plan on Plan Nos.	1848 & 1849, and
	- in section on Plan Nos.	P015, P016 & L001.
*1848.02*	Construct a 380 metre length of embankment with a maximum height of 0.5 metres. The embankment is located to the north of and runs parallel to the Railway, to the west of the proposed Adamstown Station, as shown	Construct a 380 metre length of embankment with a maximum height of 0.5 metres. The embankment is located to the north of and runs parallel to the Railway, to the west of the proposed Adamstown Station, as shown
	- in plan on Plan Nos.	1848 & G002, and
	- in section on Plan No.	G002.
*1848.03*	Carry out minor cut and fill to a maximum depth or height of 1.0 metre to provide the new formation over a 1620 metre long section to the north of the Railway. The section runs from a point to the west of the proposed Adamstown Station to the Stacumny overbridge (No. 21), as shown	Carry out minor cut and fill to a maximum depth or height of 1.0 metre to provide the new formation over a 1620 metre long section to the north of the Railway. The section runs from a point to the west of the proposed Adamstown Station to the Stacumny overbridge (No. 21), as shown
	- in plan on Plan Nos.	1848,1849, 1850, & G002
	- in section on Plan No.	G002.
*1848.04*	Carry out minor cut and fill to a maximum depth or height of 1.0 metre to provide the new formation over a 1581 metre long section to the south of the Railway. The section runs from a point to the west of the proposed Adamstown Station to the Stacumny overbridge (No. 21), as shown	Carry out minor cut and fill to a maximum depth or height of 1.0 metre to provide the new formation over a 1581 metre long section to the south of the Railway. The section runs from a point to the west of the proposed Adamstown Station to the Stacumny overbridge (No. 21), as shown
	- in plan on Plan Nos.	1848,1849, 1850 & G002
	- in section on Plan No.	G002.
*1848.05*	Construct a maintenance road to the south of and parallel to the Railway, from a point to the west of the 7 ¾ mile post to a point to the east of the 9 ½ mile post, as shown	Construct a maintenance road to the south of and parallel to the Railway, from a point to the west of the 7 ¾ mile post to a point to the east of the 9 ½ mile post, as shown
	- in plan on Plan Nos.	1848, 1849, 1850, 1851
	- in section on Plan No.	L001
*1848.06*	Construct an underground rainwater storage tank to the south of the Railway as shown	Construct an underground rainwater storage tank to the south of the Railway as shown
	- in plan on Plan Nos.	1848 and L001
*1848.07*	Divert the existing stream and construct a new 88 metre length of new stream to the north of and parallel to the Railway, and to the west of the proposed Adamstown Station, as shown	Divert the existing stream and construct a new 88 metre length of new stream to the north of and parallel to the Railway, and to the west of the proposed Adamstown Station, as shown
	- in plan on Plan No.	1848
	- in section on Plan No.	L001 and L002.
*1848.08*	Construct a 325 metre length of open earth drainage channel to the north of and parallel to the Railway, and to the west of the proposed Adamstown Station, as shown	Construct a 325 metre length of open earth drainage channel to the north of and parallel to the Railway, and to the west of the proposed Adamstown Station, as shown
	- in plan on Plan No.	1848
	- in section on Plan No.	L001.
*1848.09*	NOT USED	NOT USED
*1848.10*	Construct a signalling compound at the location to the south of the Railway shown in Plan No. 1848. The compound will comprise a Size 9 Relocatable Equipment Building, a power supply unit with back-up diesel generator and appropriate security measures,	Construct a signalling compound at the location to the south of the Railway shown in Plan No. 1848. The compound will comprise a Size 9 Relocatable Equipment Building, a power supply unit with back-up diesel generator and appropriate security measures,
*1848.11*	Inspect, extend and protect the existing undertrack culvert No. 20A immediately to the west of the proposed Adamstown Station as shown	Inspect, extend and protect the existing undertrack culvert No. 20A immediately to the west of the proposed Adamstown Station as shown
	- in plan on Plan No.	1848
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1848.12*	Inspect, extend and protect the existing undertrack culvert No. 20B to the west of the 7 ¾ mile post as shown	Inspect, extend and protect the existing undertrack culvert No. 20B to the west of the 7 ¾ mile post as shown
	- in plan on Plan No.	1848
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1848.13*	Inspect, extend and protect the existing undertrack culvert No. 20C to the west of the 7 ¾ mile post as shown	Inspect, extend and protect the existing undertrack culvert No. 20C to the west of the 7 ¾ mile post as shown
	- in plan on Plan No.	1848
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1849.01*	Inspect, extend and protect the existing undertrack culvert to the west of the 8 ¼ mile post. The culvert is extended to the north of the railway, as shown	Inspect, extend and protect the existing undertrack culvert to the west of the 8 ¼ mile post. The culvert is extended to the north of the railway, as shown
	- in plan on Plan No.	1849
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1849.02*	Inspect, extend and protect the existing undertrack culvert No. 20D to the east of the 8 ½ mile post, as shown	Inspect, extend and protect the existing undertrack culvert No. 20D to the east of the 8 ½ mile post, as shown
	- in plan on Plan No.	1849
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1849.03*	Construct a temporary access road as shown	Construct a temporary access road as shown
	- in plan on Plan No.	1849
	- in elevation on Plan No.	L001, and
	- in section on Plan No.	L001.
*1850.01*	Demolish the existing Stacumny overbridge and construct a new single span, integral type overbridge No. 21 on the existing alignment, as shown	Demolish the existing Stacumny overbridge and construct a new single span, integral type overbridge No. 21 on the existing alignment, as shown
	- in plan on Plan Nos.	1850, B017 & B018,
	- in elevation on Plan No.	B017, and
	- in section on Plan No.	B017.
*1850.02*	Construct a 1465 metre length of cutting / embankment with a maximum depth of 1.1 metres. The cutting is located to the north of and runs parallel to the Railway, immediately to the south-west of the Stacumny overbridge (No. 21), as shown	Construct a 1465 metre length of cutting / embankment with a maximum depth of 1.1 metres. The cutting is located to the north of and runs parallel to the Railway, immediately to the south-west of the Stacumny overbridge (No. 21), as shown
	- in plan on Plan Nos.	1850, 1851 & G002, and
	- in section on Plan No.	G002.
*1850.03*	Carry out minor cut and fill to a maximum depth or height of 1.5 metres to provide the new formation over a 940 metre long section to the south of the Railway. The section is located to the south-west of the Stacumny overbridge (No. 21), as shown	Carry out minor cut and fill to a maximum depth or height of 1.5 metres to provide the new formation over a 940 metre long section to the south of the Railway. The section is located to the south-west of the Stacumny overbridge (No. 21), as shown
	- in plan on Plan Nos.	1850, 1851 & G002, and
	- in section on Plan No.	G002.
*1850.04*	Construct an underground rainwater storage tank to the south of the Railway as shown	Construct an underground rainwater storage tank to the south of the Railway as shown
	- in plan on Plan Nos.	1850 and L002
*1850.05*	Inspect, extend and protect the existing undertrack culvert No. 21A adjacent to the 9 mile post as shown	Inspect, extend and protect the existing undertrack culvert No. 21A adjacent to the 9 mile post as shown
	- in plan on Plan No.	1850
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1850.06*	Inspect, extend and protect the existing undertrack culvert, as shown	Inspect, extend and protect the existing undertrack culvert, as shown
	- in plan on Plan No.	1850
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1850.07*	Construct temporary construction access, as shown	Construct temporary construction access, as shown
	- in plan on Plan No.	1850 & L001
	- in section on Plan No.	L002.
*1850.08*	The two stone walls leading to the entrance of the Lime Kiln are to be altered to enable the construction of the proposed Up Fast and Up Slow tracks. As shown	The two stone walls leading to the entrance of the Lime Kiln are to be altered to enable the construction of the proposed Up Fast and Up Slow tracks. As shown
	- in plan on Plan No.	1850
*1851.01*	Construct a 16 metre extension with a 4.1 metre long headwall to the existing underbridge No. 22 using precast concrete box culvert units as shown	Construct a 16 metre extension with a 4.1 metre long headwall to the existing underbridge No. 22 using precast concrete box culvert units as shown
	- in plan on Plan Nos.	1851 & B029,
	- in elevation on Plan No.	B029, and
	- in section on Plan No.	B029.
*1851.02*	Demolish the existing stone arch, Hazelhatch Road overbridge and construct a new steel truss footbridge No. 23 as shown	Demolish the existing stone arch, Hazelhatch Road overbridge and construct a new steel truss footbridge No. 23 as shown
	- in plan on Plan Nos.	1851 & B019,
	- in elevation on Plan No.	B019, and
	- in section on Plan No.	B019.
*1851.03*	Refurbish the existing Hazelhatch Station to provide improved facilities. Access to the station will be at high level from Newcastle- Celbridge Road and at low level from the car park and cycle / footpath. The station will comprise the following:	Refurbish the existing Hazelhatch Station to provide improved facilities. Access to the station will be at high level from Newcastle- Celbridge Road and at low level from the car park and cycle / footpath. The station will comprise the following:
	Station facilities will be provided on the high level concourse with seating provision for 20.	Station facilities will be provided on the high level concourse with seating provision for 20.
	There will be a new station footbridge with 3 lifts and stairs to serve the north, island and existing south platform with a centre turnback platform. The existing footbridge will be refurbished and modified. 215m long new Island and North platform and reuse of existing south platform. Platforms will have waiting shelters for 36 people per platform.	There will be a new station footbridge with 3 lifts and stairs to serve the north, island and existing south platform with a centre turnback platform. The existing footbridge will be refurbished and modified. 215m long new Island and North platform and reuse of existing south platform. Platforms will have waiting shelters for 36 people per platform.
	There will be a 400 space car park including 21 mobility impaired car parking spaces along with 36 bicycle storage spaces with stair and lift access to the station concourse.	There will be a 400 space car park including 21 mobility impaired car parking spaces along with 36 bicycle storage spaces with stair and lift access to the station concourse.
	There will be a pick-up / drop-off point, a taxi rank for 5 taxis and space for 3 bus lay-bys.	There will be a pick-up / drop-off point, a taxi rank for 5 taxis and space for 3 bus lay-bys.
	Toilet facilities will be provided.	Toilet facilities will be provided.
	CCTV will be provided for security.	CCTV will be provided for security.
	24hr automatic ticket sales and manned ticket sales (limited hours)	24hr automatic ticket sales and manned ticket sales (limited hours)
	The works also include a new culvert under the station car park and Newcastle-Celbridge road for the Shinkeen stream as shown	The works also include a new culvert under the station car park and Newcastle-Celbridge road for the Shinkeen stream as shown
	as shown	as shown
	- in plan on Plan Nos.	1851, 1852, S016, S008 & S009,
	- in elevation on Plan No.	S009 & S016 and
	- in section on Plan No.	S009 & S016
*1851.04*	Construct the new Up Slow and Up Fast railway tracks from a point approximately 72 metres to the north-east of the proposed footbridge No. 23; running in a south-westerly direction to a point approximately 600 metres south-west of the proposed Newcastle - Celbridge Road overbridge (No. 25). One new turnout and one new crossover will be installed to connect the Up and Down Slow lines to the Bay Platform track at Hazelhatch station.	Construct the new Up Slow and Up Fast railway tracks from a point approximately 72 metres to the north-east of the proposed footbridge No. 23; running in a south-westerly direction to a point approximately 600 metres south-west of the proposed Newcastle - Celbridge Road overbridge (No. 25). One new turnout and one new crossover will be installed to connect the Up and Down Slow lines to the Bay Platform track at Hazelhatch station.
	Construct the new Down Slow and Down Fast railway tracks from approximately 90m west of the proposed footbridge 23, running in a south westerly direction, to a point 350m south west of Newcastle road overbridge No. 25.	Construct the new Down Slow and Down Fast railway tracks from approximately 90m west of the proposed footbridge 23, running in a south westerly direction, to a point 350m south west of Newcastle road overbridge No. 25.
	Construct new Up Slow to Up Fast Facing lead and new Down Slow to Down Fast trailing Lead at approximately 600 and 350 metres south west of the proposed Newcastle - Celbridge Road overbridge (No. 25) respectively.	Construct new Up Slow to Up Fast Facing lead and new Down Slow to Down Fast trailing Lead at approximately 600 and 350 metres south west of the proposed Newcastle - Celbridge Road overbridge (No. 25) respectively.
	Three existing crossovers, one existing turnout and the existing siding will be removed as part of the removal of the Hazelhatch loop facility.	Three existing crossovers, one existing turnout and the existing siding will be removed as part of the removal of the Hazelhatch loop facility.
	- in plan on Plan Nos.	1851 & 1852, and
	- in section on Plan Nos.	P018, P019 & L001.
*1851.05*	Construct a 45 metre length of embankment with a maximum height of 0.5 metres. The embankment is located to the north of and runs parallel to the Railway at Hazelhatch Station, as shown	Construct a 45 metre length of embankment with a maximum height of 0.5 metres. The embankment is located to the north of and runs parallel to the Railway at Hazelhatch Station, as shown
	- in plan on Plan Nos.	1851
	- in section on Plan No.	G002.
*1851.06*	Proposed link road to the north of Hazelhatch station. The works also include lighting, a road bridge over the Shinkeen stream and access to residential properties to the east of Hazelhatch station as shown	Proposed link road to the north of Hazelhatch station. The works also include lighting, a road bridge over the Shinkeen stream and access to residential properties to the east of Hazelhatch station as shown
	- in plan on Plan Nos.	1851
*1851.07*	Construct a signalling compound at Hazelhatch. The compound will comprise a Size 9 Relocatable Equipment Building, a power supply unit with back-up diesel generator and appropriate security measures. Shown on	Construct a signalling compound at Hazelhatch. The compound will comprise a Size 9 Relocatable Equipment Building, a power supply unit with back-up diesel generator and appropriate security measures. Shown on
	- in plan on Plan	1851.
*1851.08*	Inspect, extend and protect the existing undertrack culvert No. 23A to the north-east of the proposed Hazelhatch Station as shown	Inspect, extend and protect the existing undertrack culvert No. 23A to the north-east of the proposed Hazelhatch Station as shown
	- in plan on Plan No.	1851
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1851.09*	Construct a road bridge over the diverted stream as shown	Construct a road bridge over the diverted stream as shown
	- in plan on Plan Nos.	1851, S008
*1851.10*	Construct temporary vehicular access / maintenance road as shown,	Construct temporary vehicular access / maintenance road as shown,
	- in plan on Plan Nos.	1851
	- in elevation on Plan No.	L001, and
	- in section on Plan No.	L001.
*1851.11*	Construct a 190 metre long reinforced concrete retaining wall with a maximum wall height of 0.8 metres. The wall is located to the north of Railway, as shown	Construct a 190 metre long reinforced concrete retaining wall with a maximum wall height of 0.8 metres. The wall is located to the north of Railway, as shown
	- in plan on Plan Nos.	1851
	- in section on Plan No.	G001.
*1851.12*	Construct a 210 metre length of embankment with a maximum depth of 0.5 metres. The embankment is located to the north of and runs parallel to the Railway, at Hazelhatch station, as shown	Construct a 210 metre length of embankment with a maximum depth of 0.5 metres. The embankment is located to the north of and runs parallel to the Railway, at Hazelhatch station, as shown
	- in plan on Plan Nos.	1851
	- in section on Plan No.	G002.
*1851.13*	Construct a road bridge over the diverted stream as shown	Construct a road bridge over the diverted stream as shown
	- in plan on Plan Nos.	1851, S008
*1852.01*	Demolish the existing Newcastle - Celbridge Road overbridge and construct a new two span, integral type overbridge No. 25 immediately to the north-east of the existing alignment, as shown	Demolish the existing Newcastle - Celbridge Road overbridge and construct a new two span, integral type overbridge No. 25 immediately to the north-east of the existing alignment, as shown
	- in plan on Plan Nos.	1852, B020 & B021,
	- in elevation on Plan No.	B021, and
	- in section on Plan Nos.	B020 & B021.
*1852.02*	NOT USED	NOT USED
*1852.03*	Construct a 1095 metre length of embankment with a maximum height of 2.6 metres. The embankment is located to the north of and runs parallel to the Railway, to the south-west of Hazelhatch Station, as shown	Construct a 1095 metre length of embankment with a maximum height of 2.6 metres. The embankment is located to the north of and runs parallel to the Railway, to the south-west of Hazelhatch Station, as shown
	- in plan on Plan Nos.	1852, 1853 & G002, and
	- in section on Plan No.	G002.
*1852.04*	Construct a maintenance road to the north of and parallel to the Railway, from Hazelhatch Station to 740 metres south west of Newcastle - Celbridge Road overbridge (No. 25) with access from Lord's Road, as shown	Construct a maintenance road to the north of and parallel to the Railway, from Hazelhatch Station to 740 metres south west of Newcastle - Celbridge Road overbridge (No. 25) with access from Lord's Road, as shown
	- in plan on Plan Nos.	1852,
	- in section on Plan No.	L001.
*1852.05*	NOT USED	NOT USED
*1852.06*	Divert the existing stream and construct a new 431 metre length of new stream to the north of and parallel to the Railway, west of the proposed Hazelhatch Station, as shown	Divert the existing stream and construct a new 431 metre length of new stream to the north of and parallel to the Railway, west of the proposed Hazelhatch Station, as shown
	- in plan on Plan No.	1852
	- in section on Plan No.	L001 and L002.
*1852.07*	Inspect, extend and protect the existing undertrack culvert No. 25A to the north-east of the 10 ½ mile post as shown	Inspect, extend and protect the existing undertrack culvert No. 25A to the north-east of the 10 ½ mile post as shown
	- in plan on Plan No.	1852
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1852.08*	Inspect, extend and protect the existing undertrack culvert No. 25B adjacent to the 10 ½ mile post as shown	Inspect, extend and protect the existing undertrack culvert No. 25B adjacent to the 10 ½ mile post as shown
	- in plan on Plan No.	1852
	- in elevation on Plan No.	L002, and
	- in section on Plan No.	L002.
*1852.09*	Existing footbridge No. 24 refurbished and relocated as shown	Existing footbridge No. 24 refurbished and relocated as shown
	- in plan on Plan No.	1852
	- in elevation on Plan No.	S009, and
	- in section on Plan No.	S009.

SCHEDULE 2 Land which may be acquired

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