185m LONG OR THEREBY EARTH FLOOD EMBANKMENT AND …...SV SC SC 5.11MH CL SV SC Sign 126 Shingle...
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SV SC SC MH CL 5.11 SC SV Sign 126 Shingle Playground 119 Concrete Grass Conc Concrete Conc LOCH LINNHE Footpath Gravel GLENKINGIE STREET Back of Beach Back of Beach 2.400 2.400 2 2.600 2.600 2.600 2.800 2.800 2.800 3.200 3.200 3.200 3.400 3.400 3.400 3.600 3.600 3.600 3.800 3.800 3.800 4.200 4.200 4.200 4.400 4.400 4.400 4.600 4.600 4.600 4.600 4.600 4.600 4.800 4.800 4.800 4.800 200 5.600 3.000 3.000 3.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W E LV UG E LV UG E LV UG E LV UG E LV UG E LV UG E LV UG E LV UG E LV UG E LV UG E LV UG E LV UG E LV UG W SW SW SW SW SW SW SW SW SW SW SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL BW EXISTING PIPE TO BE REMOVED OR MADE INOPERABLE 2.400 2.400 2 2.600 2.600 2.600 2.800 2.800 2.800 3.200 3.200 3.200 3.400 3.400 3.400 3.600 3.600 3.600 3.800 3.800 3.800 4.200 4.200 4.200 4.400 4.400 4.400 4.600 4.600 4.600 4.600 4.600 4.600 4.800 4.800 4.800 4.800 200 5.600 3.000 3.000 3.000 4.000 4.000 4.000 5.000 5.000 5.000 5.000 EXISTING PIPE TO BE REMOVED OR MADE INOPERABLE CONTINUATION ON 2013s7413-JBAU-00-00-DR-C-1003 CONTINUATION ON 2013s7413-JBAU-00-00-DR-C-1005 OP 05 OP 21 0+220 0+240 0+260 0+280 0+300 0+320 0+340 2002 5 2002 5 0 5 10 15m Scottish Water - Combined Storm Overfl SW SW SW CO ← BT OH (BT) (BT) BT UG FW ← Scottish Water - Surface Water Scottish Water - Foul Water Crown Estate / BSW - Water Pipe British Telecom - Overhead British Telecom - Proposed Underground British Telecom - Underground SSE - Overhead 11kV High Voltage SSE - Underground 11kV W W Scottish Water - Distribution Main SSE - Underground Low Voltage Existing Watercourse SL SL The Highland Council - Street Ligh PU PU Unknown Utility - Pipe FLOOD EMBANKMENT XX XX OPERATION ARROW SECTION MARKER PROPOSED SURFACE WATER DRAINAGE LIMITS OF LAND AFFECTED BY OPERATIONS XX-XX OPERATION CONTINUATION MARKER LEGEND EXISTING WATERCOURSE / SEA REPROFILED GROUND EXISTING CULVERT LINEAR DRAINAGE CHANNEL PROPOSED MANHOLE FOOTPATH (SURFACED ASPHALT) SHARED CYCLE / FOOTPATH (SURFACED ASPHALT) ACCESS RAMP (CONCRETE) FLOOD WALL FLOOD GATE VEHICLE ACCESS (SURFACED ASPHALT) VEHICLE ACCESS (UNSURFACED) ROCK ARMOUR SIDE SLOPES TREE OR GROUP TO BE RETAINED OUTFALL APRON TREE OR GROUP TO BE REMOVED Sht Sec OPERATION DESCRIPTION OP 05 185m LONG OR THEREBY EARTH FLOOD EMBANKMENT AND SHARED FOOTPATH/CYCLEWAY. SEAWARD SIDE PROTECTED WITH ROCK ARMOUR Approved Checked Designed Drawn Date Purpose of Issue Status Client Approval Rev.: A - Approved B - Approved with Revisions C - Do Not Use Comments Approved Checked Designed Drawn Date Rev.: Comments Scheme Layout Plan Chainage 216.60 to 334.41m 2013s7413-JBAU-00-00-DR-C-1004 2 1:200 @ A1 B Henderson 16.12.16 N. Tourigny 16.12.16 I. Ferguson 09.01.17 R. Dobson 09.01.17 For Consultation S4 1 Revised in line with comments (THC/JBA) 21/08/17 A.W. A.W. I.F. R.D. 2 Revised in line with comments (THC/JBA) 17/10/17 S.B. S.B. I.F. R.D. General Notes 1. All dimensions shown are in metres unless otherwise stated and levels in metres to Ordnance Datum. 2. Do not scale from this drawing. 3. This drawing is to be read in conjunction with 2013s7413-JBAU-00-00-DR-C-1001 - Chainage 0 to 2179.36m 2013s7413-JBAU-00-00-DR-C-1002 - Chainage 0 to 76.80m 2013s7413-JBAU-00-00-DR-C-1003 - Chainage 76.80 to 216.60m 2013s7413-JBAU-00-00-DR-C-1005 - Chainage 334.41 to 471.90m 2013s7413-JBAU-00-00-DR-C-1006 - Chainage 471.90 to 595.52m 2013s7413-JBAU-00-00-DR-C-1007 - Chainage 595.52 to 720.51m 2013s7413-JBAU-00-00-DR-C-1008 - Chainage 720.51 to 842.19m 2013s7413-JBAU-00-00-DR-C-1009 - Chainage 842.19 to 942.70m 2013s7413-JBAU-00-00-DR-C-1010 - Chainage 942.70 to 1091.89m 2013s7413-JBAU-00-00-DR-C-1011 - Chainage 1091.89 to 1209.17m 2013s7413-JBAU-00-00-DR-C-1012 - Chainage 1209.17 to 1335.97m 2013s7413-JBAU-00-00-DR-C-1013 - Chainage 1335.97 to 1474.34m 2013s7413-JBAU-00-00-DR-C-1014 - Chainage 1474.34 to 1589.43m 2013s7413-JBAU-00-00-DR-C-1015 - Chainage 1589.43 to 1697.69m 2013s7413-JBAU-00-00-DR-C-1016 - Chainage 1697.69 to 1824.43m 2013s7413-JBAU-00-00-DR-C-1017 - Chainage 1824.43 to 1952.82m 2013s7413-JBAU-00-00-DR-C-1018 - Chainage 1952.82 to 2080.00m 2013s7413-JBAU-00-00-DR-C-1019 - Chainage 2080.00 to 2179.36m 2013s7413-JBAU-00-00-DR-C-2001 - Flood Embankment Cross Sections 1 of 10 2013s7413-JBAU-00-00-DR-C-2002 - Flood Embankment Cross Sections 2 of 10 2013s7413-JBAU-00-00-DR-C-2003 - Flood Embankment Cross Sections 3 of 10 2013s7413-JBAU-00-00-DR-C-2004 - Flood Embankment Cross Sections 4 of 10 2013s7413-JBAU-00-00-DR-C-2005 - Flood Embankment Cross Sections 5 of 10 2013s7413-JBAU-00-00-DR-C-2006 - Flood Embankment Cross Sections 6 of 10 2013s7413-JBAU-00-00-DR-C-2007 - Flood Embankment Cross Sections 7 of 10 2013s7413-JBAU-00-00-DR-C-2008 - Flood Embankment Cross Sections 8 of 10 2013s7413-JBAU-00-00-DR-C-2009 - Flood Embankment Cross Sections 9 of 10 2013s7413-JBAU-00-00-DR-C-2010 - Flood Embankment Cross Sections 10 of 10 2013s7413-JBAU-00-00-DR-C-3001 - Glenkingie Street Secondary Flooding Pumping Station - Plan and Schematic Long-Section 2013s7413-JBAU-00-00-DR-C-3002 - Erracht Terrace Secondary Flooding Pumping Station - Plan and Schematic Long-Section 2013s7413-JBAU-00-00-DR-C-3003 - Kilmallie Road Secondary Flooding Pumping Station - Plan and Schematic Long-Section 4. These plans are in accordance with the requirements of Section 60 and Schedule 2 of the Flood Risk Management (Scotland) Act 2009. 5. The location, horizontal and vertical extents of the operations may vary by those limits (where applied) as noted in the Description of the Flood Protection Scheme. 6. The locations of any known services shown on drawing are approximate and for guidance only. 7. Diversion of any statutory undertaker apparatus will be carried out by or on behalf of the statutory undertaker under its own statutory powers. Drawing Location Plan - N.T.S The property of this drawing and design vested in Jeremy Benn Associates Ltd. It shall not be reproduced in whole or in part, nor disclosed to a third party, without the prior written consent of Jeremy Benn Associates Ltd. Project Title Client for Scale Drawing Number Revision Project Number: Drawn: Designed: Checked: Approved: Revision Offices at Coleshill, Doncaster, Edinburgh, Exeter, Glasgow, Haywards Heath, Isle of Man, Leeds, Limerick, Newcastle upon Tyne, Newport, Peterborough, Saltaire, Skipton, Tadcaster, Thirsk, Wallingford and Warrington www.jbaconsulting.com t f e Unit 2.1 Quantum Court Research Avenue South Heriot Watt University Edinburgh EH14 4AP United Kingdom +44 (0)131 3192940 +44 (0)845 8627772 [email protected] Caol & Lochyside Flood Protection Scheme 2013s7413 OP 21 SURFACE WATER DRAINAGE SYSTEM TO MITIGATE EFFECTS OF SECONDARY FLOODING
Transcript of 185m LONG OR THEREBY EARTH FLOOD EMBANKMENT AND …...SV SC SC 5.11MH CL SV SC Sign 126 Shingle...
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G
IE
S
T
R
E
E
T
G
LE
N
LO
Y S
TR
EET
20
11
23
22
1
18
12
Caol
2
3
7
1
49
51
16
1
117
Strone
46
7
42
7
1
0
41
39
109
18
13
18
B
8006
M
e
a
n
H
ig
h
W
a
te
r S
p
rin
g
s
Pol Sta
Siaulei
44
26
9b
Sh
ing
le
41
R
IV
E
R
S
ID
E
P
A
R
K
RIVERSIDE PARK
12
10
47
7
2
6
6
2
1
5
C
A
S
T
L
E
D
R
IV
E
3
0
Blar Mhor
Industrial Estate
2
4
81
9
2
Fern C
ourt
45
6
5
2
27
1
24
28
1 SAIN
T JO
HNS R
OAD
15
Nursing
9a1
5b1
Tank
9
6
23
18
2
MH
WS
14
11
9
Am Breun Chamas
9
5
MP
PCs
7
E
l S
ub S
ta
12
12
2
PLA
C
E
H
e
a
lth
1
2
2
7
66
32
22
38
16
M
H
W
S
Issues
11
2
LB
13
Ken
ne
dy
4.5m
37
38
35
29
43
1
25
36
2
6
2
3
Breun
Long S
hot
Rustic View
Lochan
45
Primary School
7
2
5
Normal
2
4
8
3
6
4
2
20
FB
1
8
8
15
17
16
23
25
20
7
8
29
2
8
2
Gravel Footpath
Grass
Ste
ps
Ramp
Monoblock
Footpath
Shelter
Slabs
Conc
R
a
ilw
a
y
G
ra
v
e
l
Grass
Tarm
ac
Grass
Grass
F
ootpath
Waste Water Pipeline
M
onoblock
Footpath
G
rass
Flow
er B
ed
Concrete
Tarmac
Gorse
Gravel
G
ravel
C
oncrete
Gorse
G
or
se
G
rass
T
arm
ac
Grass
Grass
CULVERT
Tarmac
Concrete
Grass
Conc
Concrete
Grass & Shingle
Conc
Concrete
Rubber Mat
Grass
G
ra
ss
G
ra
ss
Gra
ss
Boulders
Rough Ground
Gravel
B
O
U
N
D
A
R
Y
Grass
Grass
IL=2.40
Conc
Grass
Grass & Shingle
Grass
Grass
LOCH LINNHE
Footpath
Tarm
ac
Brick Setts
Flow
er B
ed
Flow
er B
ed
Footpath
Shelter
s
le
e
p
e
rs
Grass
Caledonian Canal
Ditch
C
on
cr
et
eR
am
p
Grass
Grass
Grass
Grass
F
ootpath G
ravel
Footpath (G
ravel)
Footpath G
ravel
Footpath G
ravel
Footpath G
ravel
Gorse
Carpark
Bus Stop
Bus Stop
G
LE
N
K
IN
G
IE
S
TR
E
E
T
PATIE
N
C
E W
AY
G
LEN
PAN
E S
TR
EET
G
LEN
PAN
E S
TR
EET
G
LEN
D
ESSAR
Y S
TR
EET
G
LE
N
M
A
LL
IE
S
TR
E
E
T
G
LE
N
M
A
LL
IE
S
TR
E
E
T
G
LE
N
M
A
LLIE
TE
R
R
A
C
E
G
LE
N
D
E
S
S
A
R
Y
TE
R
R
A
C
E
K
ILM
A
LLIE
R
O
A
D
BR
O
O
M
D
R
IV
E
KILMALLIE ROAD
M
O
S
S
F
IE
L
D
D
R
IV
E
R
IV
E
R
S
ID
E
P
A
R
K
C
A
S
T
L
E
D
R
IV
E
RIVER LOCHY
LOCH LINNHE
Ra
ilwa
y t
rack
Unable to survey in this area
due to impenetrable undergrowth.
B
a
ck o
f B
e
a
ch
Back of Beach
Back of Beach
Pipe=0.80Ø
Brick R
etaining W
all
Concrete
Concrete
BRICK
Grass & Shingle
Grass & Shingle
Rubber Mat
Rubber Mat
Playground
Grass & Shingle
Grass & Shingle
Grass
Pipe
IL=2.14
Pipe=0.60Ø
Concrete
IL=2.07
Pipe=0.60Ø
Pipe
Concrete
No Access
Thick undergrowth.
B
o
u
ld
e
rs
CULVERT
IL=1.04
Square Opening
BRICK
Width 1.20m
IL=2.87
Pipe=0.60Ø
Pipe
IL=2.80
Pipe=0.30Ø
Pipe
CULVERT
IL=1.95
Square Opening
CONCRETE
Width 1.25m
Back of Beach
B
ack of B
each
D
itc
h
B
u
rn
B
u
rn
R
ubber M
at
13
6
M
ean H
igh W
ater Springs
Agricultural Shed
Sand and Shingle
Wooden Fence H=1.2
Shinty Club House
Elec Box
PW Fence H=0.8 P
W
F
en
ce
H
=2
.0
PW
Fence H=2.0
2
.2
0
0
2
.2
0
0
2.400
2
.4
0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2.600
2
.6
0
0
2
.6
0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2.800
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
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2
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0
0
2
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0
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2
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0
0
2
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0
0
2
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0
0
2.400
2
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2
.
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0
0
2
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0
0
2
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0
0
2
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0
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0
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2
.
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0
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2
.
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0
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2
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0
0
2
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0
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2
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0
2
.
8
0
0
2
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0
0
2
.
8
0
0
2
.
8
0
0
2.800
2
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0
0
2
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0
0
3.200
3
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0
0
3
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0
0
3
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0
0
3.200
3
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0
0
3
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0
0
3
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0
0
3
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0
0
3
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0
0
3
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0
0
3
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0
0
3
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0
0
3
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0
0
3
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0
0
3
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0
0
3
.2
0
0
3.200
3
.
2
0
0
3
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0
0
3
.2
0
0
1.200
1
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0
0
1
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0
0
1.400
1
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0
0 1
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0
0
0
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0
0
0
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0
0
1.2
00
1
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0
0
1
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0
0
1.200
1.200
1.200
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1.400
1.400
1.400
1
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0
0
1
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0
0
1.4
00
1.400
1.400
1.400
1.400
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1.6
00
1
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0
0
1
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0
0
1
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0
0
1.600
1.6
00
1.6
00
1
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0
0
1
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0
0
1.600
1.600
1.600
1
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0
0
1.600
1
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0
0
1
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0
0
1
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0
0
1.600
1
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0
0
1
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0
0
1.800
1
.
8
0
0
1
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0
0
1
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0
0
1
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0
0
1
.
8
0
0
1.800
1.800
1.800
1.8
00
1.8
00
1.800
1.800
1.800
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1
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0
0
1.800
1
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0
0
1
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0
0
2.200
2
.
2
0
0
2
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0
0
2
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0
0
2
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0
0
2.200
2
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0
0
2.2
00
2
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0
0
2
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0
0
2
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0
0
2.200
2.200
2.200
2
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0
0
2.200
2
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0
0
2
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0
0
2
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0
0
2.200
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2.4
00
2
.
4
0
0
2
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0
0
2
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0
0
2
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0
0
2.400
2
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0
0
2.4
00
2
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0
0
2
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0
0
2
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0
0
2.400
2.400
2.400
2.400
2.400
2
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0
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2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
0
2
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0
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2.400
2.600
2.600
2
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0
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2
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0
0
2
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0
0
2.600
2
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0
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2.6
00
2
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0
0
2
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0
0
2
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0
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2.600
2.600
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2
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2
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0
0
2
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0
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2
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0
0
2
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0
0
2
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0
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2.600
2.600
2.800
2.8
00
2
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0
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2
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0
0
2
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0
0
2.800
2.800
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2
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0
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2
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0
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2
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0
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2.800
2.800
2.800
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2
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2
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0
0
2
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0
0
2
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0
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2
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2
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2.800
2.800
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3
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3
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0
0
3
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0
0
3
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0
0
3.200
3
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0
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00
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3
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0
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3.2
00
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3
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0
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3
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0
0
3
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0
0
3
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0
0
3
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3
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3
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0
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3
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0
0
3
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0
0
3
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3.400
3
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3
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0
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3
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4
0
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3
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3
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0
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3
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3
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3
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0
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3.4
00
3.400
3
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0
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3.4
00
3.400
3.400
3.400
3
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0
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3
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0
0
3
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0
0
3
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3
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0
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3
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0
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3
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0
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3.400
3.400
3.600
3
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0
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0
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3
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0
0
3
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0
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3
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0
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3
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0
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3
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0
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3.600
3
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3.600
3
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3
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3
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3.600
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3
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0
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3
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0
0
3
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0
0
3.600
3.600
3
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3.600
3
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0
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3
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0
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3.600
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3
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0
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3.600
3
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0
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3.600
3.600
3
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0
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3.600
3.800
3
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3
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0
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3
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0
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3
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3
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3
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3
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3
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3
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3.800
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3
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3
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00
3
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3
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3.800
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3
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0
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3
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0
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3
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3
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3
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3
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3
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4
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4
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4
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4
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4.2
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4.200
4
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4
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4
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4.2
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4
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4
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4
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4
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4
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4.2
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4.200
4.2
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4
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0
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4
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0
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4
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4
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4
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4.200
4.200
4
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4.200
4.200
4.200
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4
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VEGETATION TO BE PLANTED
SURFACE WATER OUTFALL HEADWALL
WITH NON-RETURN VALVE
River L
ochy
SURFACE WATER
OUTFALL TO HAVE
NEW HEADWALL WITH
FLAP VALVE
SURFACE WATER
OUTFALL TO HAVE NEW
HEADWALL WITH FLAP
VALVE
R
iv
e
r
L
o
c
h
y
'CAOL IN BLOOM' FLOWERBED
TO BE REINSTATED
2m HIGH BOUNDARY FENCE 1m OR
THEREBY FROM LAND DRAINAGE DITCH
TREES TO BE REM
OVED TO
FACILITATE ACCESS PATH
ACCESS TO
CROFTING LAND
SURFACE WATEROUTFALL TO HAVE NEWHEADWALL WITH FLAP
VALVE
LAY-BY FOR MAINTENANCE
VEHICLES
E
X
IS
T
IN
G
P
IP
E
T
O
B
E
R
E
M
O
V
E
D
O
R
M
A
D
E
IN
O
P
E
R
A
B
LE
0+000
0+020
0+040
0
+
0
6
0
0
+
0
8
0
0+100
0+120
0
+
1
4
0
0
+
1
6
0
0
+
1
8
0
0+
20
0
0+
22
0
0+
24
0
0+
26
0
0+
28
0
0+
30
0
0+
32
0
0+
34
0
0+
36
0
0+
38
0
0+
40
0
0+
42
0
0+
44
0
0+
46
0
0+
48
0
0+
50
0
0+
52
0
0+
54
0
0+
56
0
0+
58
0
0+
60
0
0+
62
0
0+
64
0
0+
66
0
0+
68
0
0+700
0+
72
0
0+
74
0
0+760
0+780
0+800
0+820
0+840
0+860
0+880
0+900
0+920
0+940
0+960
0+980
1+000
1
+
0
2
0
1
+
0
4
0
1
+
0
6
0
1
+
0
8
0
1
+
1
0
0
1+120
1+140
1+160
1+180
1+200
1+
220
1
+
2
4
0
1
+
2
6
0
1+
280
1+
30
0
1
+
3
2
0
1
+
3
4
0
1
+
3
6
0
1
+
3
8
0
1+
400
1
+
4
2
0
1
+
4
4
0
1
+
4
6
0
1
+
4
8
0
1
+
5
0
0
1
+
5
2
0
1
+
5
4
0
1
+
5
6
0
1+
580
1+
60
0
1+
620
1+
640
1
+
6
6
0
1
+
6
8
0
1
+
7
0
0
1
+
7
2
0
1
+
7
4
0
1
+
7
6
0
1+
78
0
1+
80
0
1+
82
0
1+
84
0
1+
86
0
1+
88
0
1+
90
0
1+
92
0
1+
94
0
1
+
9
6
0
1
+
9
8
0
2
+
0
0
0
2
+
0
2
0
2
+
0
4
0
2
+
0
6
0
2
+
0
8
0
2
+
1
0
0
2
+
1
2
0
2
+
1
4
0
2
+
1
6
0
2
+
1
7
9
Scottish Water - Combined Storm Overflow
SW SW SW
CO
←
BT OH
(BT) (BT)
BT UG
FW
←
Scottish Water - Surface Water
Scottish Water - Foul Water
Crown Estate / BSW - Water Pipe
British Telecom - Overhead
British Telecom - Proposed Underground
British Telecom - Underground
SSE - Overhead 11kV High Voltage
SSE - Underground 11kV
WW
Scottish Water - Distribution Main
SSE - Underground Low Voltage
Existing Watercourse
SL SL The Highland Council - Street Lighting
PU PU Unknown Utility - Pipe
FLOOD EMBANKMENT
XX XX OPERATION ARROW
SECTION MARKER
PROPOSED SURFACE WATER DRAINAGE
LIMITS OF LAND AFFECTED
BY OPERATIONS
XX-XX
OPERATION CONTINUATION MARKER
LEGEND
EXISTING WATERCOURSE / SEA
REPROFILED GROUND
EXISTING CULVERT
LINEAR DRAINAGE CHANNEL
PROPOSED MANHOLE
FOOTPATH (SURFACED ASPHALT)
SHARED CYCLE / FOOTPATH
(SURFACED ASPHALT)
ACCESS RAMP (CONCRETE)
FLOOD WALL
FLOOD GATE
VEHICLE ACCESS (SURFACED ASPHALT)
VEHICLE ACCESS (UNSURFACED)
ROCK ARMOUR SIDE SLOPES
TREE OR GROUP TO BE RETAINED
OUTFALL APRON
TREE OR GROUP TO BE REMOVED
Sht
Sec
OPERATION
DESCRIPTION
OP 05
185m LONG OR THEREBY EARTH FLOOD EMBANKMENT AND SHARED FOOTPATH/CYCLEWAY. SEAWARD SIDEPROTECTED WITH ROCK ARMOUR
ApprovedCheckedDesignedDrawnDate
Purpose of Issue Status
Client Approval
Rev.:
A - Approved
B - Approved with Revisions
C - Do Not Use
Comments
ApprovedCheckedDesignedDrawnDateRev.:
Comments
Scheme Layout Plan
Chainage 216.60 to 334.41m
2013s7413-JBAU-00-00-DR-C-1004 2
1:200 @ A1
B Henderson 16.12.16
N. Tourigny 16.12.16
I. Ferguson 09.01.17
R. Dobson 09.01.17
For Consultation S4
1
Revised in line with comments (THC/JBA)
21/08/17 A.W. A.W. I.F. R.D.
2
Revised in line with comments (THC/JBA)
17/10/17 S.B. S.B. I.F. R.D.
General Notes
1. All dimensions shown are in metres unless otherwise stated and levels in metres to
Ordnance Datum.
2. Do not scale from this drawing.
3. This drawing is to be read in conjunction with
2013s7413-JBAU-00-00-DR-C-1001 - Chainage 0 to 2179.36m
2013s7413-JBAU-00-00-DR-C-1002 - Chainage 0 to 76.80m
2013s7413-JBAU-00-00-DR-C-1003 - Chainage 76.80 to 216.60m
2013s7413-JBAU-00-00-DR-C-1005 - Chainage 334.41 to 471.90m
2013s7413-JBAU-00-00-DR-C-1006 - Chainage 471.90 to 595.52m
2013s7413-JBAU-00-00-DR-C-1007 - Chainage 595.52 to 720.51m
2013s7413-JBAU-00-00-DR-C-1008 - Chainage 720.51 to 842.19m
2013s7413-JBAU-00-00-DR-C-1009 - Chainage 842.19 to 942.70m
2013s7413-JBAU-00-00-DR-C-1010 - Chainage 942.70 to 1091.89m
2013s7413-JBAU-00-00-DR-C-1011 - Chainage 1091.89 to 1209.17m
2013s7413-JBAU-00-00-DR-C-1012 - Chainage 1209.17 to 1335.97m
2013s7413-JBAU-00-00-DR-C-1013 - Chainage 1335.97 to 1474.34m
2013s7413-JBAU-00-00-DR-C-1014 - Chainage 1474.34 to 1589.43m
2013s7413-JBAU-00-00-DR-C-1015 - Chainage 1589.43 to 1697.69m
2013s7413-JBAU-00-00-DR-C-1016 - Chainage 1697.69 to 1824.43m
2013s7413-JBAU-00-00-DR-C-1017 - Chainage 1824.43 to 1952.82m
2013s7413-JBAU-00-00-DR-C-1018 - Chainage 1952.82 to 2080.00m
2013s7413-JBAU-00-00-DR-C-1019 - Chainage 2080.00 to 2179.36m
2013s7413-JBAU-00-00-DR-C-2001 - Flood Embankment Cross Sections 1 of 10
2013s7413-JBAU-00-00-DR-C-2002 - Flood Embankment Cross Sections 2 of 10
2013s7413-JBAU-00-00-DR-C-2003 - Flood Embankment Cross Sections 3 of 10
2013s7413-JBAU-00-00-DR-C-2004 - Flood Embankment Cross Sections 4 of 10
2013s7413-JBAU-00-00-DR-C-2005 - Flood Embankment Cross Sections 5 of 10
2013s7413-JBAU-00-00-DR-C-2006 - Flood Embankment Cross Sections 6 of 10
2013s7413-JBAU-00-00-DR-C-2007 - Flood Embankment Cross Sections 7 of 10
2013s7413-JBAU-00-00-DR-C-2008 - Flood Embankment Cross Sections 8 of 10
2013s7413-JBAU-00-00-DR-C-2009 - Flood Embankment Cross Sections 9 of 10
2013s7413-JBAU-00-00-DR-C-2010 - Flood Embankment Cross Sections 10 of 10
2013s7413-JBAU-00-00-DR-C-3001 - Glenkingie Street Secondary Flooding
Pumping Station - Plan and Schematic Long-Section
2013s7413-JBAU-00-00-DR-C-3002 - Erracht Terrace Secondary Flooding Pumping
Station - Plan and Schematic Long-Section
2013s7413-JBAU-00-00-DR-C-3003 - Kilmallie Road Secondary Flooding Pumping
Station - Plan and Schematic Long-Section
4. These plans are in accordance with the requirements of Section 60 and Schedule 2
of the Flood Risk Management (Scotland) Act 2009.
5. The location, horizontal and vertical extents of the operations may vary by those limits
(where applied) as noted in the Description of the Flood Protection Scheme.
6. The locations of any known services shown on drawing are approximate and for
guidance only.
7. Diversion of any statutory undertaker apparatus will be carried out by or on behalf of
the statutory undertaker under its own statutory powers.
Drawing Location Plan - N.T.S
The property of this drawing and design vested in Jeremy Benn Associates Ltd. It shall not be reproduced in whole or in part,
nor disclosed to a third party, without the prior written consent of Jeremy Benn Associates Ltd.
Project
Title
Client
for
Scale
Drawing Number Revision
Project Number:
Drawn:
Designed:
Checked:
Approved:
Revision
Offices at Coleshill, Doncaster, Edinburgh, Exeter, Glasgow, Haywards Heath, Isle of Man, Leeds, Limerick,
Newcastle upon Tyne, Newport, Peterborough, Saltaire, Skipton, Tadcaster, Thirsk, Wallingford and
Warrington
www.jbaconsulting.com
t
f
e
Unit 2.1
Quantum Court
Research Avenue South
Heriot Watt University
Edinburgh
EH14 4AP
United Kingdom
+44 (0)131 3192940
+44 (0)845 8627772
Caol & Lochyside
Flood Protection Scheme
2013s7413
OP 21
SURFACE WATER DRAINAGE SYSTEM TO MITIGATE EFFECTS OF SECONDARY FLOODING
AutoCAD SHX Text
MH
