r639 - glashaboyfrs.ie · 2.proposed works geometry and extents are subject to detailed design....
TRANSCRIPT
Sallybrook
Industrial Estate
Elmgrove
Grandon's
Car Sales
R
6
3
9
P
Sheet 3 of 16
Key to Plan
Watercourse
Channel Centreline, Reference (C08) and
Chainage (300m)
Interference Reference
Location and Reference of Cross Section
Proposed Works Chainage (m)
Existing Weir
For Continuation
Notes:
1. Do not scale from drawing.
2. Proposed works geometry and extents are subject to detailed design.
3. This drawing should be read in conjunction with all other Glashaboy River (Glanmire/Sallybrook) Drainage Scheme Exhibition Drawings
and Schedules.
4. All sections on this drawing are taken looking downstream, except C08.1 which is looking to the east.
See Drg. No. GR_204
Drg. No. GR_203 Proposed Flood Defences - Plan Layout (Sheet 3 of 16)
For Continuation
See Drg. No. GR_202
Proposed Flood Defence Wall
Existing Culvert to be Retained
Proposed Reinforced Concrete Culvert
Proposed Flow Control Structure
Proposed Boundary works
Proposed Pumping Station (Surface Water)
Proposed Rising Main (Surface Water)
Proposed Channel Works
N
50 Metres2050 10
Location Plan
Key Plan
N
Ove Arup & Partners Ireland Ltd.,
One Albert Quay,
Cork, Ireland.
Tel +353 (0)21 4277670
Fax +353 (0)21 4272345
51 St. Stephen's Green,
Dublin 2,
Ireland.
Tel +353 (0) 1 647 6000
Fax +353 (0) 1 661 0747
Cork County Council Headquarters,
County Hall,
Carrigrohane Road,
Cork, Ireland.
Tel: + 00 353 (0) 21 4276891
Fax: + 00 353 (0) 21 4276321
24 Grove Island,
Corbally,
Co Limerick,
Ireland.
Tel. + 353 (0) 61 345463
Fax.+ 353 (0) 61 280146
Glashaboy River (Glanmire/Sallybrook) Drainage Scheme
Scale 1:1,000 at A1
Scale 1:2,000 at A3
Issued for Exhibition November 2016
P
InterferenceReference
Channel Chainage Proposed WorksChainage (m)
General Description of Proposed Works
C01_L01 5267 to 5405 393 to 530 Proposed reinforced concrete flood defence wall to be constructed to20.3mOD flood defence level (typically 1.7m above existing groundlevels). All drainage outfalls to be fitted with non-return valves. Flooddefence wall to have a concrete fair faced finish on both sides.
C01_L01 5238 to 5267 363 to 393 Proposed reinforced concrete flood defence wall to be constructed to19.85mOD flood defence level (typically 0.85m above existing groundlevels). All drainage outfalls to be fitted with non-return valves. Flooddefence wall to have a concrete fair faced finish on both sides.
C01_L01 5181 to 5238 307 to 363 Proposed reinforced concrete flood defence wall to be constructed to19.5mOD flood defence level (typically 1.0m above existing groundlevels). All drainage outfalls to be fitted with non-return valves. Flooddefence wall to have a concrete fair faced finish on both sides.
C01_L01 5132 to 5181 253 to 307 Proposed reinforced concrete flood defence wall to be constructed toa flood defence level of 18.9mOD (typically 0.5m above existing groundlevels). All drainage outfalls to be fitted with non-return valves. Flooddefence wall to have a concrete fair faced finish on both sides.
C01_L01 5017 to 5132 124 to 253 Proposed reinforced concrete flood defence wall to be constructed toa flood defence level of 18.6mOD (typically 0.8m above existing groundlevels). All drainage outfalls to be fitted with non-return valves. Flooddefence wall to have a concrete fair faced finish on both sides.
C01_L01 4972 to 5017 82 to 124 Proposed reinforced concrete flood defence wall to be constructed toa flood defence level of 18.2mOD (typically 1.4m above existing groundlevels). All drainage outfalls to be fitted with non-return valves. Flooddefence wall to have a concrete fair faced finish on both sides.
C01_L01 4881 to 4972 0 to 82 Proposed reinforced concrete flood defence wall to be constructed toa flood defence level of 17.9mOD (typically 0.9m above existing groundlevels). All drainage outfalls to be fitted with non-return valves. Flooddefence wall to have a concrete fair faced finish on both sides.
C01_F01 5308 to 5354 0 to 130 Boundary fence to be provided around Sallybrook House. Existingpedestrian access and vehicular access to be maintained. Fence to be1.2m above ground level and to tie in with flood defence wall at thewestern ends.
C10_C02 58 to 153 58 to 153 The existing culvert to be extinguished. Flow to be diverted throughC10.1_B01.
C10_C01 0 to 58 0 to 58 The existing stretch of open channel to be extinguished, and backfilled.Flow to be diverted through C10.1_B01.
C10.1_B01 0 to 158 0 to 158 Channel C10 to be realigned along the line of C10.1. The Stream is tobe culverted in a 900mm diameter concrete culvert from chainage zeroat the outfall into the Glashaboy River at C01_5285, which will be afree flowing outlet. The culvert will extend as far back as workschainage 158 where it will tie into the culvert which crosses under theR639. All drainage outfalls within the culvert will be fitted with anon-return valve.
C01_P01 5285 - Proposed local surface water pumping station, collector drain,manhole and rising main to be installed for operation during a floodevent at C01_5285. All outlets to be fitted with non-return valves.
C08_SL01 857 - Proposed flow control structure to restrict peak flows in the Mill Race,Structure to be fitted with penstock for maintenance. A base flow willbe maintained in the millrace at all times.
C01_G01 1643 to 5815 - Channel maintenance, as and when necessary over a distance of4172m from the confluence of The Glashaboy River with Mill Race 1(C01_1643)to the confluence with Bleach Hill Stream (C01_5815).
C08_G01 0 to 881 - Channel maintenance, as and when necessary over a distance of 881mfrom the confluence of the Glashaboy River and Mill Race 3 (C08_000)and the bifurcation of the Glashaboy River and Mill Race 3 (C08_881).
C10.1_G01
0 to 158 - Culvert maintenance, as and when necessary over a distance of 158mfrom the outfall into the Glashaboy River (C06_5285) to tie into theculvert under the R639 (C06_158).
Glashaboy River
Proposed embankment to
key into existing ground
Embankment core to be
constructed with low
permeability cohesive material
Proposed 150mm topsoil
and grass seed
Existing
ground profile
20.66mOD Design flood level
21.30mOD Flood defence level
Existing ground
rises above flood
defence level on
right bank
Proposed
embankment
toe drain
C01.1 Cross Section (Sallybrook)
Scale 1:50
1
3
7m
Proposed flood
defence embankment
Existing tree line
to be retained
1
3
C10.1 Cross Section (Sallybrook House)
Scale 1:50
Existing ground profile
Proposed
backfill
Existing building
Proposed 1.2m high
fence and gate access
Proposed 900mm
diameter reinforced
concrete culvert
Proposed
benching
Proposed
benching
2
1
2
1
Existing tree line to be
retained
Existing road to
be reinstated
Existing bridge
to be removed
Proposed 150mm topsoil
and grass seed
Proposed
backfill
25.22mOD Design flood level
C09.1 Cross Section (Cúil Chluthair)
Scale 1:50
Reinstated road surface
Existing road
surface
Proposed
benching
Proposed
benching
Natural bed and river
gravels to be reinstated
following works
1
1
1
1
2.4
m
2.6m Clear span
Proposed
backfill
Proposed
backfill
Proposed reinforced
concrete culvert
Bleach Hill Stream
27.20mOD Proposed road level
24.00mOD Invert level
51 St. Stephen's Green,
Dublin 2,
Ireland.
Tel +353 (0) 1 647 6000
Fax +353 (0) 1 661 0747
Cork County Council Headquarters,
County Hall,
Carrigrohane Road,
Cork, Ireland.
Tel: + 00 353 (0) 21 4276891
Fax: + 00 353 (0) 21 4276321
24 Grove Island,
Corbally,
Co Limerick,
Ireland.
Tel. + 353 (0) 61 345463
Fax.+ 353 (0) 61 280146
Notes:
1. Do not scale from drawing.
2. Proposed works geometry and extents are subject to detailed design.
3. This drawing should be read in conjunction with all other Glashaboy River (Glanmire/Sallybrook) Drainage Scheme Exhibition Drawings
and Schedules.
Drg. No. GR_301 Proposed Sections (Sheet 1 of 8)
Glashaboy River (Glanmire/Sallybrook) Drainage Scheme
Ove Arup & Partners Ireland Ltd.,
One Albert Quay,
Cork, Ireland.
Tel +353 (0)21 4277670
Fax +353 (0)21 4272345
Issued for Exhibition November 2016
1
1
Proposed benching
Proposed back of
wall drainage
18.77mOD Design flood level
19.50mOD Flood defence level
Proposed reinforced
concrete flood defence wall
Proposed
reinstatement of yard
Proposed
backfill
Glashaboy River
Existing ground profile
1
1
Proposed benching
C01.2 Cross Section (Sallybrook)
Scale 1:50
Proposed precast
concrete coping
C08.1 Cross Section (Grandon's Car Sales)
Scale 1:50
Direction of flow
Proposed precast
concrete coping
Proposed penstock
(for maintenance only)
Flood defence level (18.60mOD)
Design flood level (17.84mOD)
IL: 15.84mOD
Existing culvert
to be retained
Existing culvert to be tied
into new flood defence wall
Proposed reinforced
concrete flood
defence wall
C07.1 Cross Section (Cois Na Gleann Stream)
Scale 1:50
13.51mOD Design flood level
0.9
m
1
1
1
1
Natural bed and river
gravels to be reinstated
following works
Proposed
benching
Proposed
backfill
Proposed
benching
Proposed
backfill
2.75m Clear span
Proposed Road Surface
(max gradient 1:30)
14.57mOD Proposed road level
Existing road surface
Proposed Road Surface
(max gradient 1:30)
51 St. Stephen's Green,
Dublin 2,
Ireland.
Tel +353 (0) 1 647 6000
Fax +353 (0) 1 661 0747
Cork County Council Headquarters,
County Hall,
Carrigrohane Road,
Cork, Ireland.
Tel: + 00 353 (0) 21 4276891
Fax: + 00 353 (0) 21 4276321
24 Grove Island,
Corbally,
Co Limerick,
Ireland.
Tel. + 353 (0) 61 345463
Fax.+ 353 (0) 61 280146
Notes:
1. Do not scale from drawing.
2. Proposed works geometry and extents are subject to detailed design.
3. This drawing should be read in conjunction with all other Glashaboy River (Glanmire/Sallybrook) Drainage Scheme Exhibition Drawings
and Schedules.
Drg. No. GR_302 Proposed Sections (Sheet 2 of 8)
Glashaboy River (Glanmire/Sallybrook) Drainage Scheme
Ove Arup & Partners Ireland Ltd.,
One Albert Quay,
Cork, Ireland.
Tel +353 (0)21 4277670
Fax +353 (0)21 4272345
Issued for Exhibition November 2016
B
a
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y
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C
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7
3
C
ú
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C
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a
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Cúil Chluthair
Sallybrook
Industrial Estate
Elmgrove
Grandon's
Car Sales
B
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m
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C
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rt
M
illb
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M
illbrook Law
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Sallybrook
Industrial Estate
Woodview
Family Doctors
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6
3
9
R
6
3
9
R
6
3
9
R639
The Brook
Inn
Glen Richmond
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ic
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m
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n
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W
o
o
d
R639
Riverview
Richm
ond W
ood
S
p
r
in
g
h
ill
St. Joseph's
Church
R639
Hazelw
ood A
ve
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iv
e
r
v
ie
w
Filling Station
The Brook Inn
Glanmire
GAA Club
N
See Drg No. GR_402Matchline
Ove Arup & Partners Ireland Ltd.,
One Albert Quay,
Cork, Ireland.
Tel +353 (0) 21 4277670
Fax +353 (0) 21 4272345
51 St. Stephen's Green,
Dublin 2,
Ireland.
Tel +353 (0) 1 647 6000
Fax +353 (0) 1 661 0747
Cork County Council Headquarters,
County Hall,
Carrigrohane Road,
Cork, Ireland.
Tel: + 00 353 (0) 21 4276891
Fax: + 00 353 (0) 21 4276321
24 Grove Island,
Corbally,
Co Limerick,
Ireland.
Tel. + 353 (0) 61 345463
Fax.+ 353 (0) 61 280146
Issued for Exhibition November 2016
Glashaboy River (Glanmire/Sallybrook) Drainage Scheme
Drg. No. GR_401 Proposed Flood Defence Works Finishes (Sheet 1 of 3)Scale 1:2,500 at A1
Scale 1:5,000 at A3
Location Plan 40
50
100 Metres200
10 30
Notes:
1. Do not scale from drawing.
2. Proposed works geometry and extents are subject to detailed design.
3. This drawing should be read in conjunction with all other Glashaboy River (Glanmire/Sallybrook)
Drainage Scheme Exhibition Drawings and Schedules.
Key to Plan
Concrete Fair-Faced Finish
Sandstone - Both sides
Channel Centreline,
Reference (C06) and
Chainage (300m)
Key to Plan
Concrete Fair-Faced Finish
Sandstone - Both sides
Channel Centreline,
Reference (C06) and
Chainage (300m)
Filling Station
Glanmire
GAA Club
The Brook Inn
B
a
r
r
y
m
o
r
e
C
o
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r
t
R
6
3
9
L
2
9
7
3
C
ú
i
l
C
h
l
u
t
h
a
i
r
Cúil Chluthair
Sallybrook
Industrial Estate
Elmgrove
Grandon's
Car Sales
B
a
rry
m
o
re
C
o
u
rt
M
illb
ro
o
k L
a
w
n
M
illbrook Law
n
Woodview
Family Doctors
R
6
3
9
R
6
3
9
R639
The Brook
Inn
Glen Richmond
R
ic
h
m
o
n
d
W
o
o
d
R639
Riverview
Richm
ond W
ood
S
p
r
in
g
h
ill
St. Joseph's
Church
R639
Hazelw
ood A
ve
R
iv
e
r
v
ie
w
R
6
3
9
Sallybrook
Industrial Estate
P
N
See Drg No. GR_502Matchline
Ove Arup & Partners Ireland Ltd.,
One Albert Quay,
Cork, Ireland.
Tel +353 (0) 21 4277670
Fax +353 (0) 21 4272345
51 St. Stephen's Green,
Dublin 2,
Ireland.
Tel +353 (0) 1 647 6000
Fax +353 (0) 1 661 0747
Cork County Council Headquarters,
County Hall,
Carrigrohane Road,
Cork, Ireland.
Tel: + 00 353 (0) 21 4276891
Fax: + 00 353 (0) 21 4276321
24 Grove Island,
Corbally,
Co Limerick,
Ireland.
Tel. + 353 (0) 61 345463
Fax.+ 353 (0) 61 280146
Issued for Exhibition November 2016
Glashaboy River (Glanmire/Sallybrook) Drainage Scheme
Drg. No. GR_501 Possible Access Routes and Works Areas (Sheet 1 of 3)Scale 1:2,500 at A1
Scale 1:5,000 at A3
Location Plan 40
50
100 Metres200
10 30
Notes:
1. Do not scale from drawing.
2. Proposed works geometry and extents are subject to detailed design.
3. This drawing should be read in conjunction with all other Glashaboy River (Glanmire/Sallybrook)
Drainage Scheme Exhibition Drawings and Schedules.
Key to Plan
Potential Access Routes
Indicative Extent of Works
(excluding channel cleaning
and maintenance)
Channel Centreline,
Reference (C06) and
Chainage (300m)