Pond
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(Site of)
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Sports ground
Sports ground
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L
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Derrydare
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Rockville
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(C of I)
Kingston
House
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The Bridge
School
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Kestrel
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Mill House
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Church
(Cath)
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Greenmount
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Shaldon Grange
Glenamuck
Lonsdale
House
Sotto il Monte
Close
Lodge
ONLYBUS
ONLYBUS
ONLYBUS
ONLYBUS
ONLYBUS
ONLYBUS
ONLYBUS
SW01
SW02
SW03
SW04
SW05
© COPYRIGHT OF THIS DRAWING IS RESERVED BY DBFL
CONSULTING ENGINEERS. NO PART SHALL BE REPRODUCED OR
TRANSMITTED WITHOUT THEIR WRITTEN PERMISSION.
ON ORIGINAL
50mm1005
15
403020
25
NOTES:
SCALE
DBFL DRG. NO.
FILE REF.
DRG. TITLE
PROJECT
REV. DATE DESCRIPTION BY CHKD.
DESIGNED
DATE
PREPARED
CHECKED
WATERFORD OFFICE Unit 2, The Chandlery,
PHONE +353 51 309 500FAX +353 51 844 913
1-2 O' Connell Street, Waterford, Ireland.
DUBLIN OFFICE Ormond House,
PHONE +353 1 400 4000FAX +353 1 400 4050
EMAIL [email protected] SITE www.dbfl.ieDBFL Consulting Engineers
Upper Ormond Quay, Dublin 7, Ireland.
@A1
DRAWING SUITABILITY S2 - FOR INFORMATION
@A3
CLIENT
EIAR FIGURE REF
PLANNINGJPC
JAN 2019DJGRJK
GLENAMUCK DISTRICT ROADSSCHEME
FIGURE 14-1 - HYDROLOGICALSETTING
1:50001:10000 170172-DBFL-01-XX-DR-C-3100
170172-DBFL-01-XX-DR-C-3100 P1
FIGURE 14-1
GOLF STREAM
GLENAMUCK STREAM
LOUGHLINSTOWN RIVER
WX03
WX02
WX01
WX04
WX00 WATERCOURSE CROSSING
SW01
WATERCOURSE (EPA MAPPED)WATERCOURSE (LOCAL DRAINAGE)
SURFACE WATER MONITORING POINT
Notes1. DRAWINGS ARE PRELIMINARY DESIGNS FOR
PLANNING ONLY AND ARE SUBJECT TO DETAILEDDESIGN
2. ALL WATERCOURSE CROSSING WORKS SUBJECT TOOPW SECTION 50 APPROVAL AND APPROVAL BYINLAND FISHERIES IRELAND
N
S
EW
N
S
EW
AutoCAD SHX Text
13-03-19
AutoCAD SHX Text
ISSUED FOR PLANNING
BOL
FH
104.46
103.83
103.19
102.77
102.47
102.13
102.24
102.68
103.34
104.04
104.29
104.05
104.47
104.79
105.09
105.42
105.83
105.46
105.15
104.89
104.54
104.46
104.91
105.25
105.60
105.90
105.99
105.72
105.41
105.01
104.51
103.70
102.90
103.88
104.60
105.03
105.39
105.73
105.33
105.02
104.64
103.83
103.11
101.94
101.97
101.91
101.80
101.89
101.67
101.95
102.27
100.43
100.90
100.71
101.12
101.19
101.26
101.57
103.19
103.11
104.80
105.30
105.65
105.97
105.94105.47
104.74
104.18
100.81
101.39
101.45
101.42
101.34
101.81
101.92
101.88
101.88
101.59
101.95
102.34
102.50
102.62
102.56
103.18
103.34
103.35
103.13
102.84
102.43
103.04
103.65
104.12
104.55
104.66
104.48
105.03
105.22
105.31
104.98
104.59
104.15
103.76
103.80
104.56
105.39
105.89105.89
105.54
105.37
104.87
104.22
104.03
104.50
BED99.75
BED100.34
BED100.64
VEGETATION
DENSEVEGETATION
BED101.96
BED101.94WL102.09
BED100.22
BED101.91
CL102.59MH
102.
88
102.3
0
TB
103.
50100.5
8
TB
101.1
6
101.3
5
102.73
103.77
TB
100.9
8
BB
100.
50
99.7
7
BB
100.3
5
BB
101.
98
Le
ve
l
98
100
105
© COPYRIGHT OF THIS DRAWING IS RESERVED BY DBFL
CONSULTING ENGINEERS. NO PART SHALL BE REPRODUCED OR
TRANSMITTED WITHOUT THEIR WRITTEN PERMISSION.
ON ORIGINAL
50mm1005
15
403020
25
NOTES:
SCALE
DBFL DRG. NO.
FILE REF.
DRG. TITLE
PROJECT
REV. DATE DESCRIPTION BY CHKD.
DESIGNED
DATE
PREPARED
CHECKED
WATERFORD OFFICE Unit 2, The Chandlery,
PHONE +353 51 309 500FAX +353 51 844 913
1-2 O' Connell Street, Waterford, Ireland.
DUBLIN OFFICE Ormond House,
PHONE +353 1 400 4000FAX +353 1 400 4050
EMAIL [email protected] SITE www.dbfl.ieDBFL Consulting Engineers
Upper Ormond Quay, Dublin 7, Ireland.
@A1
DRAWING SUITABILITY S2 - FOR INFORMATION
@A3
CLIENT
EIAR FIGURE REF
PLANNINGJPC
JAN 2019DJGRJK
GLENAMUCK DISTRICT ROADSSCHEME
FIGURE 14-2 -WATERCROSSING DETAILS -WX01
AS SHOWNAS SHOWN X2 170172-DBFL-01-XX-DR-C-3101
170172-DBFL-01-XX-DR-C-3101 P1
FIGURE 14-2
WX00 WATERCOURSE CROSSINGWATERCOURSE (EPA MAPPED)WATERCOURSE (LOCAL DRAINAGE)
LEGEND
1. DRAWINGS ARE PRELIMINARY DESIGNS FORPLANNING ONLY AND ARE SUBJECT TO DETAILEDDESIGN
2. ALL WATERCOURSE CROSSING WORKS SUBJECT TOOPW SECTION 50 APPROVAL AND APPROVAL BYINLAND FISHERIES IRELAND
N
S
EW
N
S
EW
MAMMAL PASS
PLAN1:250
STREAM BEDMATERIAL
APPROX Q100FLOOD LEVELSTREAM INVERT LEVEL
EXISTING WATER AND SEWERMAINS (INDICATIVE)
CULVERT TO BE SET BELOW STREAMINVERT AND FILLED TO STREAM
INVERT WITH STREAM BED MATERIAL
LONGITUDINAL SECTION1:100
TYPICAL SECTION1:20
BOX CULVERT KEY PLAN
AutoCAD SHX Text
Chainage
AutoCAD SHX Text
13-03-19
AutoCAD SHX Text
ISSUED FOR PLANNING
AV
BOLDAV
BOLHSC
FH
FH
LP
LP
CL96.00MH
CL93.93MH
COL
COL
97.80
97.50
97.28
96.97
96.57
96.39
96.15
95.99
96.06
96.28
96.73
96.49
96.75
97.04
97.28
97.1797.54
95.68
96.10
96.81
97.22
97.44
97.66
97.08
96.46
96.76
97.29
96.90
96.10
95.86
95.50
95.18
94.81
94.52
94.30
93.00
93.11
93.25
93.52
93.4493.75
93.57
93.73
93.97
93.87
93.94
94.30
94.13
94.23
94.46
94.48
94.57
94.76
94.76
95.02
95.17
95.48
95.35
95.76
95.77
95.83
95.60
95.26
94.79
94.69
94.31
94.17
93.89
93.50
95.81
95.65
96.12
96.33
96.28
96.17
95.84
95.98
95.57
93.92
94.31
94.27
95.03
95.34
95.52
95.31
95.02
95.00
94.83
95.66
95.50
95.85
95.72
96.0
7
CONCSLAB96
.09
CONCSLAB
SV
VEGETATION
VEGETATION
VEGETATION95.73
95.8
1
96.00
96.21
96.33
96.5496.66
96.23
95.92
EP
EP
ESB BOX
FENCE
IL95.12650mmCONC
PIPE
IL94.72650mmPVC
PIPE
BED95.61
IL95.07600mmCONC
PIPE
PIPEIL95.07
BED92.18
BED92.78
BED93.38
BED93.62
BED94.15
BED94.36
DENSEVEGETATION
EP
EP
VEGETATION
91.58
95.52
BB
94.30
94.79
94.44
BB
94.21
93.77
93.52BB
92.92
92.41
BB
94.22
TB
95.50
96.22
95.7
3
95.34TB
94.73
94.56
93.80
TB
93.10
97.4
1
95.6
7
TB
95.9
0
TB
96.4
7
95.4
0
95.25
BB
95.2
0
BB
95.6
7
Le
ve
l
90
95
100
© COPYRIGHT OF THIS DRAWING IS RESERVED BY DBFL
CONSULTING ENGINEERS. NO PART SHALL BE REPRODUCED OR
TRANSMITTED WITHOUT THEIR WRITTEN PERMISSION.
ON ORIGINAL
50mm1005
15
403020
25
NOTES:
SCALE
DBFL DRG. NO.
FILE REF.
DRG. TITLE
PROJECT
REV. DATE DESCRIPTION BY CHKD.
DESIGNED
DATE
PREPARED
CHECKED
WATERFORD OFFICE Unit 2, The Chandlery,
PHONE +353 51 309 500FAX +353 51 844 913
1-2 O' Connell Street, Waterford, Ireland.
DUBLIN OFFICE Ormond House,
PHONE +353 1 400 4000FAX +353 1 400 4050
EMAIL [email protected] SITE www.dbfl.ieDBFL Consulting Engineers
Upper Ormond Quay, Dublin 7, Ireland.
@A1
DRAWING SUITABILITY S2 - FOR INFORMATION
@A3
CLIENT
EIAR FIGURE REF
PLANNINGJPC
JAN 2019DJGRJK
GLENAMUCK DISTRICT ROADSSCHEME
FIGURE 14-3 -WATERCROSSING DETAILS -WX02
AS SHOWNAS SHOWN X2 170172-DBFL-01-XX-DR-C-3101
170172-DBFL-01-XX-DR-C-3102 P1
FIGURE 14-3
WX00 WATERCOURSE CROSSINGWATERCOURSE (EPA MAPPED)WATERCOURSE (LOCAL DRAINAGE)
LEGEND
1. DRAWINGS ARE PRELIMINARY DESIGNS FORPLANNING ONLY AND ARE SUBJECT TO DETAILEDDESIGN
2. ALL WATERCOURSE CROSSING WORKS SUBJECT TOOPW SECTION 50 APPROVAL AND APPROVAL BYINLAND FISHERIES IRELAND
N
S
EW
N
S
EW
MAMMAL PASS
PLAN1:250
STREAM BEDMATERIAL
APPROX Q100FLOOD LEVEL
STREAM INVERT LEVELCULVERT TO BE SET BELOW STREAMINVERT AND FILLED TO STREAM
INVERT WITH STREAM BED MATERIAL
LONGITUDINAL SECTION1:100
TYPICAL SECTION1:20
REPLACEMENT OF EXISTING PIPECULVERTS WITH BOX CULVERT KEY PLAN
AutoCAD SHX Text
Chainage
AutoCAD SHX Text
13-03-19
AutoCAD SHX Text
ISSUED FOR PLANNING
83.77
85.26
FENCE
85.21
85.59
86.22
86.37
82.88
83.04
83.05
83.65
83.57
83.36
83.10
83.10
82.94
83.06
83.31
83.17
83.35
83.36
83.54
83.73
83.91
83.91
84.21
84.03
83.93
83.61
83.45
83.41
83.64
83.76
83.58
83.66
83.80
84.13
84.20
84.37
84.40
84.19
83.89
83.85
83.92
83.95
84.01
83.95
84.21
84.23
84.21
84.32
85.53
85.11
85.08
85.25
84.71
84.65
84.35
86.36
86.36
85.87
85.99
85.93
85.47
85.64
85.7285.50
85.49
85.43
85.44
85.15
85.17
85.31
85.29
85.13
85.25
84.86
84.89
84.94
84.98
84.96
84.87
84.87
84.45
84.57
84.67
84.64
84.66
84.68
84.73
84.47
84.43
84.42
84.42
84.42
84.26
84.19
83.83
83.64
83.94
84.10
84.09
84.10
84.34
84.34
84.33
84.34
84.25
84.10
83.98
83.85
83.80
83.81
83.72
VEGETATION
LP
82.9
8
82.9
1
82.8
8
85.46
85.14
FENCE
84.39
WALL
84.1
3
83.99
83.7
8T
B
83.2
2
82.60
83.20
82.07
82.4
3
82.8
0B
B
83.02
VEGETATION
VEGETATION
BED81.87
BED82.34
BED82.97
BED83.15
WL81.96
WL83.19
WL83.24
BED82.59
BED81.8081.99
81.9
8
82.7
0
BB
82.9
7
83.3
7
83.2
5
BB 85.01
TB
85.01
83.8
5
84.2
1T
B
83.3
8
82.1
3
82.25
82.34
83.2
0
83.3583.44
83.53
TB83.68
83.00BB
83.12
Le
ve
l
80
85
© COPYRIGHT OF THIS DRAWING IS RESERVED BY DBFL
CONSULTING ENGINEERS. NO PART SHALL BE REPRODUCED OR
TRANSMITTED WITHOUT THEIR WRITTEN PERMISSION.
ON ORIGINAL
50mm1005
15
403020
25
NOTES:
SCALE
DBFL DRG. NO.
FILE REF.
DRG. TITLE
PROJECT
REV. DATE DESCRIPTION BY CHKD.
DESIGNED
DATE
PREPARED
CHECKED
WATERFORD OFFICE Unit 2, The Chandlery,
PHONE +353 51 309 500FAX +353 51 844 913
1-2 O' Connell Street, Waterford, Ireland.
DUBLIN OFFICE Ormond House,
PHONE +353 1 400 4000FAX +353 1 400 4050
EMAIL [email protected] SITE www.dbfl.ieDBFL Consulting Engineers
Upper Ormond Quay, Dublin 7, Ireland.
@A1
DRAWING SUITABILITY S2 - FOR INFORMATION
@A3
CLIENT
EIAR FIGURE REF
PLANNINGJPC
JAN 2019DJGRJK
GLENAMUCK DISTRICT ROADSSCHEME
FIGURE 14-4 -WATERCROSSING DETAILS -WX03
AS SHOWNAS SHOWN X2 170172-DBFL-01-XX-DR-C-3101
170172-DBFL-01-XX-DR-C-3103 P1
FIGURE 14-4
WX00 WATERCOURSE CROSSINGWATERCOURSE (EPA MAPPED)WATERCOURSE (LOCAL DRAINAGE)
LEGEND
1. DRAWINGS ARE PRELIMINARY DESIGNS FORPLANNING ONLY AND ARE SUBJECT TO DETAILEDDESIGN
2. ALL WATERCOURSE CROSSING WORKS SUBJECT TOOPW SECTION 50 APPROVAL AND APPROVAL BYINLAND FISHERIES IRELAND
N
S
EW
N
S
EW
MAMMAL PASS
PLAN1:250
STREAM BEDMATERIAL
APPROX Q100FLOOD LEVEL
STREAM INVERT LEVEL
CULVERT TO BE SET BELOW STREAMINVERT AND FILLED TO STREAM
INVERT WITH STREAM BED MATERIAL
LONGITUDINAL SECTION1:100
TYPICAL SECTION1:20
BOX CULVERT KEY PLAN
INDICATIVE EXISTING WATER AND SEWER.PROVIDE RENO MATTRESS ON CHANNEL
BED ABOVE SERVICE CROSSINGS
AutoCAD SHX Text
Chainage
AutoCAD SHX Text
13-03-19
AutoCAD SHX Text
ISSUED FOR PLANNING
132.38
131.89
130.68
130.53
131.26
131.75
132.80
133.53
128.88
128.53
128.24
128.18
128.32
127.20
127.05
133.12
133.39
132.85
132.47
132.13
129.79
128.90
128.13
128.35
129.43
130.38
131.22
130.35
131.28
130.45
129.48
129.22
130.10
TOW127.82
133.8
7
133.7
0
135.80
G13
5.45
E143
.36
E144
.57
E144
.56
E144
.57
CL135.73ESB
ESB BOX
G13
5.61
G135.53
G135.50
G135.54
LP
CL135.61MH
CL135.62MH
WM
WM
R146
.92
SV
TPS
TPS
CL135.57IC
135.58
135.6
5
135.75
VEGETATION
VEGETATION
BED125.37
136.4
5
125.98
126.82
127.68
128.34
128.89
129.64
130.06
129.24
129.94
131.01
131.71
131.55
131.30
131.97
132.72
133.42
133.87
134.89
134.72
133.83
133.18
134.14
134.90
135.43
135.05
136.20
136.24
135.90
135.25
134.96
132.15
132.91
SHED
129.4
1
128.8
0
WA
LL
128.52
FENCE
127.96
131.93
FENCE
134.02
134.79
135.85
WALL134.69
TOW130.06
TOW130.59
TOW136.94
127.09FENCE1
28.4
6
WALL
136.3
3
135.2
8
126.20
127.91
128.8
5
133.0
2
TB
WALL
127.71
126.73
WALL
126.7
4
125.30
125.15
BB
126.24
BB
130.6
9
131.4
9
BB
127.00FENCE 1
26.6
7
135.58
TB
135.22
130.78
129.32
TB
128.55
125.85
TB
132.7
7
BB
129.71
127.89
127.55
BB
127.27
125.48
Le
ve
l
125
130
135
Level
122
125
130
135
© COPYRIGHT OF THIS DRAWING IS RESERVED BY DBFL
CONSULTING ENGINEERS. NO PART SHALL BE REPRODUCED OR
TRANSMITTED WITHOUT THEIR WRITTEN PERMISSION.
ON ORIGINAL
50mm1005
15
403020
25
NOTES:
SCALE
DBFL DRG. NO.
FILE REF.
DRG. TITLE
PROJECT
REV. DATE DESCRIPTION BY CHKD.
DESIGNED
DATE
PREPARED
CHECKED
WATERFORD OFFICE Unit 2, The Chandlery,
PHONE +353 51 309 500FAX +353 51 844 913
1-2 O' Connell Street, Waterford, Ireland.
DUBLIN OFFICE Ormond House,
PHONE +353 1 400 4000FAX +353 1 400 4050
EMAIL [email protected] SITE www.dbfl.ieDBFL Consulting Engineers
Upper Ormond Quay, Dublin 7, Ireland.
@A1
DRAWING SUITABILITY S2 - FOR INFORMATION
@A3
CLIENT
EIAR FIGURE REF
PLANNINGJPC
JAN 2019DJGRJK
GLENAMUCK DISTRICT ROADSSCHEME
FIGURE 14-5 -WATERCROSSING DETAILS -WX04
AS SHOWNAS SHOWN X2 170172-DBFL-01-XX-DR-C-3101
170172-DBFL-01-XX-DR-C-3104 P1
FIGURE 14-5
WX00 WATERCOURSE CROSSINGWATERCOURSE (EPA MAPPED)WATERCOURSE (LOCAL DRAINAGE)
LEGEND
1. DRAWINGS ARE PRELIMINARY DESIGNS FORPLANNING ONLY AND ARE SUBJECT TO DETAILEDDESIGN
2. ALL WATERCOURSE CROSSING WORKS SUBJECT TOOPW SECTION 50 APPROVAL AND APPROVAL BYINLAND FISHERIES IRELAND
N
S
EW
N
S
EW
PLAN1:250
STREAM INVERT LEVEL
LONGITUDINAL SECTION1:150
TYPICAL SECTION1:150
CLEAR SPAN BRIDGE CROSSINGKEY PLAN
EXISTING BANKS TO BE MAINTAINED
BRIDGE PARAPETBRIDGE BEAM
AutoCAD SHX Text
Chainage
AutoCAD SHX Text
Chainage
AutoCAD SHX Text
13-03-19
AutoCAD SHX Text
ISSUED FOR PLANNING
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© COPYRIGHT OF THIS DRAWING IS RESERVED BY DBFL
CONSULTING ENGINEERS. NO PART SHALL BE REPRODUCED OR
TRANSMITTED WITHOUT THEIR WRITTEN PERMISSION.
ON ORIGINAL
50mm1005
15
403020
25
NOTES:
SCALE
DBFL DRG. NO.
FILE REF.
DRG. TITLE
PROJECT
REV. DATE DESCRIPTION BY CHKD.
DESIGNED
DATE
PREPARED
CHECKED
WATERFORD OFFICE Unit 2, The Chandlery,
PHONE +353 51 309 500FAX +353 51 844 913
1-2 O' Connell Street, Waterford, Ireland.
DUBLIN OFFICE Ormond House,
PHONE +353 1 400 4000FAX +353 1 400 4050
EMAIL [email protected] SITE www.dbfl.ieDBFL Consulting Engineers
Upper Ormond Quay, Dublin 7, Ireland.
@A1
DRAWING SUITABILITY S2 - FOR INFORMATION
@A3
CLIENT
EIAR FIGURE REF
PLANNINGJPC
JAN 2019DJGRJK
GLENAMUCK DISTRICT ROADSSCHEME
FIGURE 14-6 - DRAINAGELAYOUT
1:35001:7000 170172-DBFL-01-XX-DR-C-3105
170172-DBFL-01-XX-DR-C-3105 P1
FIGURE 14-6
1. DRAWINGS ARE PRELIMINARY DESIGNS FORPLANNING ONLY AND ARE SUBJECT TO DETAILEDDESIGN
2. ALL WATERCOURSE CROSSING WORKS SUBJECT TOOPW SECTION 50 APPROVAL AND APPROVAL BYINLAND FISHERIES IRELAND
N S
EW
N S
EW
POND 5RESTRICTED DISCHARGE TO WATERCOURSE
WATERCOURSE (LOCAL DRAINAGE)INDICATIVE PROPOSEDDRAINAGE MAIN
POND 3BRESTRICTED DISCHARGE TO WATERCOURSE
POND 3ARESTRICTED DISCHARGE TO SW NETWORK
POND 4RESTRICTED DISCHARGE TO WATERCOURSE
ATTENUATION AREA 6RESTRICTED DISCHARGE TO EX SW NETWORK
POND 1RESTRICTED DISCHARGE TO WATERCOURSE
POND 2RESTRICTED DISCHARGE TO WATERCOURSE
CONCEPTUAL DEVELOPMENT INFLOWSFLOW RESTRICTED OUTFALL
INDICATIVE PROPOSEDINTERCEPTION DRAINAGEINDICATIVE PROPOSED BIOSWALE
ENNI
SKER
RY R
OAD
ENNISKERRY ROAD
BA
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OR
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RO
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GLENAMUCK R
OAD
GOLF LA
NE
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NAM
UC
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AD
ENNISKERRY ROAD
GLENAMUCK R
OAD
GLENAMUCK ROAD
THE
PA
RK
BARNASLINGAN LA
NE
LEGEND
WATERCOURSE (EPA MAPPED)
AutoCAD SHX Text
09-01-19
AutoCAD SHX Text
ISSUED FOR PLANNING
