Notes - Southend-on-Sea...ACO KerbDrain ®Product Code 4185, KDHB615 half battered top and road...
Transcript of Notes - Southend-on-Sea...ACO KerbDrain ®Product Code 4185, KDHB615 half battered top and road...
HB
2Q
H
B
Q
H
B
Q
H
B
Q
H
B
Q
H
B
Q
H
B
Q
H
B
Q
H
B
Q
H
B
H
B2
H
B2
H
B2
H
B
2
HB
2
H
B
2
H
B
2
HB
2
H
B
2
H
B
2
H
B
2
R=3m
R=10m
R=7.5m
H
B
2
B
N
B
N
BN
BN
EF
150
EF
150
D
L
1
DL1
DL1
D
L
1D
R1
DR
1
D
R
1
D
R
1
R=12m
HB
2
HB
2
HB
2
HB
2
G
G
H
B
2
CK
DO
CK
D
G
H
B2
Q
H
B
HB
2
G
G
G
G
CK
DA
CK
D
CK
D
CK
DA
CKD
CKD
G
C
KD
E
CK
DE
HB
2
BN
BN
B
N
DL1
DR1
DL1
D
L
1
DR1
DR1
HB
2
HB
2
HB
2
E
F
1
5
0
E
F
1
5
0
BN
DR
1
DL1
Y:187472.517
STN C
Z:25.590
X:588745.304
Y:187476.670
STN B
Z:24.942
X:588737.907
SN
TC
25.546
EC
25.607
SP
TC
25.331
TC
25.310
EC
25.634
WC
25.555
CL:25.593
CV
CL:25.594
CV
CL:25.472
CV
CL:25.566
CV
Y:187398.484
STN A
Z:26.581
X:588747.875
25.3
08
25.2
55
SN
TP
25.2
45
25.2
14
25.2
66
25.1
68
25.204
WC
SN
25.1
42
2
5
.
1
2
8
25.094
25.1
43
SN
Di:0.60
Acer
Sp:12.00
Ht:10.00
Di:0.60
Oak
Sp:12.00
Ht:10.00
25.2
53
LP
25.193
WC
25.204
WC
25.2
93
Di:0.40
Acer
Sp:10.00
Ht:8.00
Di:0.60
Acer
Sp:15.00
Ht:10.00
25.3
55
24.7
94
24.727
24.658
Di:0.40
Acer
Sp:10.00
Ht:8.00
24.633
24.5
97
SN
Di:0.20
Acer
Sp:7.00
Ht:6.00
24.5
69
24.5
64
SN
24.5
47
24.5
40
24.5
24
Di:0.20
Ash
Sp:6.00
Ht:5.00
24.5
31
24.5
43
Di:0.50
Acer
Sp:10.00
Ht:8.00
CL:24.462
MH
24.7
51
24.7
69
24.7
73
24.7
79
24.7
93
CL:24.636
MH
24.8
04
24.8
12
LP
24.8
02
24.8
33
24.8
24
24.8
47
24.8
43
24.8
69
LP
25.2
16
26.467
26.344
Di:0.30
Prunus
Sp:7.00
Ht:6.00
LP
25.726
25.541
2
5
.
4
4
5
25.5
46
25.5
76
25.6
04
25.631
25.6
51
25.702
WC
LP
26.277
WC
26.323
WC
LP
26.165
26.078
25.964
25.872
Di:0.50
Oak
Sp:10.00
Ht:10.00
25.914
WC
Di:0.50
Oak
Sp:10.00
Ht:10.00
LP
25.734
SN
2
5
.5
8
0
2
5
.
4
2
8
25.4
57
25.4
45
LP
25.4
01
25.3
79
25.431
WC
25.422
WC
SN
25.3
70
25.4
03
25.4
28
25.4
51
25.4
77
25.5
11
CL:25.437
MH
2
5
.0
5
8
24.840
24.8
08
Di:0.40
Ash
Sp:12.00
Ht:8.00
LP
24.8
04
24.7
90
24.8
76
24.8
85
24.9
00
24.9
17
24.9
31
24.9
56
LP
24.9
77
25.0
13
25.0
36
25.0
48
25.102
24.8
22
Di:0.40
Acer
Sp:10.00
Ht:8.00
24.792
24.7
83
25.533
WC
25.473
WC
Di:0.50
Acer
Sp:10.00
Ht:8.00
24.7
75
24.7
86
24.8
45
SN
LP
24.8
94
24.9
23
SN
25.4
99
25.405
WC
25.429
WC
25.5
34
25.5
45
25.5
67
25.5
86
25.6
16
25.603
GV
25.576
GV
25.851
25.960
26.092
26.232
26.080
WC
26.075
GV
26.270
WC
Di:0.60
Oak
Sp:10.00
Ht:8.00
SN
Y:187472.517
STN C
Z:25.590
X:588745.304
25.575
WC
25.599
WC
CL:25.301
MH
Chg:Safety
Kerb
Tarmac
Conc.
Chg:Safety
Kerb End
1.00 m Ht.
Brick wall
1.00m Ht.
Brick wall
1.80m Ht.
Brick wall
Concrete
Drives
2.00m Ht. Close
Board (CEP) Fence
1.00m Ht.
Brick Wall
Paving Slabs
1.00m Ht.
Brick Wall
1.00m Ht.
Brick Wall
1.00m Ht.
Brick Wall
Concrete
1.20m Ht.
Wrought Iron
Fence
1.20m Ht.
Wrought Iron
Fence
EA
ST
ER
N A
VE
NU
E
Centre line levels
impossible to survey
owing to traffic flow
Centre line levels
impossible to survey
owing to traffic flow
Centre line levels
impossible to survey
owing to traffic flow
Centre line levels
impossible to survey
owing to traffic flow
Chg:Safety
Kerb End
Tarmac
1.00m Ht.
Brick Wall
1.00m Ht.
Brick Wall
EA
ST
ER
N A
VE
NU
E
Paving Slabs
Grass
Grass
Block
Paving
Block
Paving
BO
UR
NM
OU
TH
P
AR
K R
OA
D
1.00 m Ht.
Brick wall
1.00 m Ht.
Brick wall
1.00 m Ht.
Brick wall
Notes:
1. All dimensions in metres.
2. For standard kerbing details, refer to drawing sheet
numbers FW001, FW002 & FW003.
3. For details of kerbing and footway types, refer to
Appendix 11/1.
4. Refer to 0500 series appendices for drainage
specification.
5. Any differences in kerb upstand at the tie-in
between proposed and existing are to be taken out
over a 3m transition length. Upstands at this point
are to match existing.
6. Existing carriageway to be saw cut to accept new
kerb. Any void between kerb face and existing
pavement to be filled with bituminous sealant.
7. Where mortar bed exceeds 50mm thick, ST1
concrete is to be used.
8. Where ST1 or ST4 concrete is used, it is to be in
accordance with BS EN 8500-1 & 2, BS EN 206-1
SHW Cl. 1101 & 2602.
9. For details of new road gullies refer to Appendix 5/1
and MCHW HCD drawing F13.
10. Road gully grating frames shall be set 0-10mm
below finished carriageway surface level.
11. Gully leads that cross the carriageway shall have a
minimum cover of 750mm.
12. Maintenance bay to have a 2.5% crossfall toward
the carriageway.
13. Do NOT scale this drawing.
HB2
G
BN
DL1
DR
1
QHB
CKD
CKDE
CKDA
CKD0
EF150
Key:
Proposed kerb line.
Proposed combined kerb drainage.
Proposed 150mm gully lead to retained
connection
See note 3.
See note 3.
See note 3.
See note 3.
See note 3.
See note 3.
ACO KerbDrain ® Product Code 7959,
KDHB305 1000mm half battered kerb unit.
ACO KerbDrain ® Product Code 4938,
KDHB305 half battered closing end cap.
ACO KerbDrain ® Product Code 7962,
KDHB305 half battered access unit.
ACO KerbDrain ® Product Code 4185,
KDHB615 half battered top and road gully
connector (Ø450mm) unit.
Resurfacing area construction type 1
- footway resurfacing.
New paved area construction type 2
- traffic island construction.
New paved area construction type 3
- maintenance bay
New paved area construction type 4
- tactile at uncontrolled crossing.
New paved area construction type 5
- traffic signal controller concrete plinth.
Proposed gully (trapped). Lead to be
inserted into retained gully connection.
See notes 9 to 11.
Drawing Number
DrawnDate
Drawing Title
Project Title
Southend-on-Sea
Borough Council
Department
for Place
PO Box 5560, Civic Centre
Victoria Avenue, Southend on Sea,
SS2 6ZQ
SBC A1 Titleblock edited by MKW Rev: A1-012017
ReviewDate
CheckedDate
ApprovedDate
Scales @ A1
Revision
Drawing Status
A
1:250
Proposed footway, kerbing
& drainage details
Bournemouth Park Road
Junction Improvement
12/06/2020ETB
SBCC10384-128-SBC-BPR-C-1101
SAFETY, HEALTH AND ENVIRONMENTAL
INFORMATION
In addition to the hazards/risk normally associated with the types of work detailed
on this drawing, note the following significant residual risks
Construction
None.
Maintenance/Cleaning
None.
Use
None.
Decommissioning/Demolishing
None.
Revisions
Rev Details Auth Date
A
Original Issue.
- Jun-20
This map is reproduced from Ordnance Survey
material with the permission of Ordnance Survey
on behalf of the Controller of Her Majesty's
Stationary Office © Crown copyright.
Unauthorised reproduction infringes Crown
copyright and may lead to prosecution or civil
proceedings. AL100019680
SBC OS Note edited by MKW Rev: 012017
Drawing Status
Tender
Preliminary
As Constructed
Construction