This is an HTML version of an attachment to the Freedom of Information request 'Construction details of poole'.

DO NOT SCALE
NOTES
1.1
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
1.2
ALL LEVELS ARE IN METERS A.O.D UNLESS NOTED OTHERWISE.
1.3
DO NOT SCALE. IN CASE OF ANY DOUBTS, OMISSIONS OR ERRORS SEEK
3150
400
CLARIFICATION FROM THE DESIGNER.
1.4
TO BE READ IN CONJUNCTION WITH DRAWINGS:
SUMP UNIT (REFER TO DRAWING
0.589
·
70044842-WSP-SGN-DR-CB-0001- SITE LAYOUT
70044842-WSP-SGN-DR-CB-011 FOR
·
70044842-WSP-SGN-DR-CB-0010 - EXISTING GENERAL ARRANGEMENT &
0.575
LOCATIONS)
DEMOLITION
·
70044842-WSP-SGN-DR-CB-0021 - CENTRAL SECTION CONCRETE
150 C/C AT OUTER
OUTLINE  AND REINFORCEMENT DETAILS
18500
PILE LINE
·
70044842-WSP-SGN-DR-CB-0022 - OUTER SEGMENT   TYPE A
CONCRETE OUTLINE  AND REINFORCEMENT DETAILS
·
70044842-WSP-SGN-DR-CB-0023 - OUTER SEGMENT   TYPE B
CONCRETE OUTLINE  AND REINFORCEMENT DETAILS
·
70044842-WSP-SGN-DR-CB-0024 - OUTER SEGMENT   TYPE C
CONCRETE OUTLINE  AND REINFORCEMENT DETAILS
9000
·
70044842-WSP-SGN-DR-CB-0025 - SLAB OPENINGS RC DETAILS
·
70044842-WSP-SGN-DR-CB-0031 - PILE SETTING OUT LAYOUT
·
70044842-WSP-SGN-DR-CB-0041 - SLAB JOINTS AND FINISHING DETAILS
R17650
2.1
ALL EXPOSED ARISES TO HAVE 25x25 CHAMFERS UNLESS NOTED OTHERWISE.
2.2
FOR DETAILS OF REINFORCEMENT REFER TO BAR BENDING SCHEDULE.
2.3
THE NOMINAL COVER TO THE REINFORCEMENT SHALL BE 55+Δc(15)mm.
R17250
REINFORCEMENT SCHEDULED AT 65mm COVER.
2.4
REINFORCEMENT IS DETAILED AND SCHEDULED TO THE REQUIREMENTS OF
BS8666:2005
2.5
GOOD OR POOR BOND CONDITIONS FOR DETERMINATION OF MINIMUM LAP OR
0.618
ANCHORAGE LENGTHS SHALL BE DETERMINED ACCORDING TO FIGURE 8.2 IN
BS EN 1992-1-1:2004+A2:2014.
2.6
LAPS SHOWN IN TABLE ARE BASED ON ASSUMPTION OF 50% STAGGERED. FOR
100% LAPPED BARS, FOLLOWING VALUES TO BE MULTIPLIED BY 1.1
0.625
C35/45
8635
BAR DIAMETER
MIN LAP GOOD BOND
MIN LAP POOR BOND
R8265
(LAYERS B1 & B2)
(LAYER T1 & T2)
400
6214
16
775
1125
0.575
250mmØ PILES, CONTRACTOR DESIGN (SEE
REINFORCEMENT CALLED UP THUS:-
DRAWING 70044842-WSP-SGN-DR-CB-0031
0.590
9000
15     -     B     -     16     -     43     -     150     -     (T1)
FOR SETTING OUT DETAILS)
2786
No.
Type
Bar
Bar
Spacing
Location
of
of
Dia.
mark
and/or
bars
bars
comment
2.7
REINFORCEMENT GRADE SHALL BE GRADE B500B OR B5000C RIBBED BARS IN
ACCORDANCE WITH BS4449:2005.
BAR MARK 02 'C'
2.8
ALL REINFORCEMENT SHALL COMPLY WITH ALL RELEVANT SPECIFICATIONS,
DIMENSION (SHORT LEG)
AND BE PROVIDED BY FIRMS CERTIFIED UNDER U.K. SPECIFICATIONS FOR
OUTER SECTION TYPE B - PLAN
TO BE IN B1 LAYER
REINFORCING STEELS (CARES) SCHEME.
(2No. REQUIRED, 1No. SIMILAR BUT HANDED)
2.9
ALL COUPLERS SHALL COMPLY WITH RELEVANT EURO CODE SPECIFICATION
SCALE 1:100
AND TO BE BBA/CARES APPROVED.
2.10
SUPPORTS AND SPACERS TO REINFORCEMENT REQUIRED IN ADDITION TO
ANY SHOWN ON DRAWINGS SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
2.11
THE SPACING OF THE REINFORCEMENT BARS SHALL BE ADJUSTED LOCALLY
AS REQUIRED AND IN PARTICULAR TO AVOID HOLES, PIPES, POCKETS,
400
RECESSES, HOLDING DOWN BOLTS, ANCHORAGES, INSERTS AND THE LIKE.
2.12
ABBREVIATIONS:-
286
0.875
ALT -  ALTERNATE BARS
ABS -  ALTERNATE STAGGERED
0.589
0.618
ABR -  ALTERNATE BARS REVERSED
636
NF1 -  NEAR FACE OUTER
350
FF1 -  FAR FACE OUTER
T1  -  TOP FACE UPPER
9400
B1  -  BOTTOM FACE LOWER
SECTION A-A
SF  -  SIDE FACE
CJ  -  CONSTRUCTION JOINT
SCALE 1:50
3.1
FOR DETAILS OF THE SLAB JOINTS REFER TO DRAWING
70044842-WSP-SGN-DR-CB-0041 AND APPENDIX 23/2.
4.1
SUMP MAY BE PRECAST OR CAST IN-SITU.
Ayre, Richard
4.2
PRECISE ORIENTATION OF THE OUTLET FROM THE SUMP TO BE CONFIRMED
, by 
ON SITE WITH THE AGREEMENT OF THE OVERSEEING ORGANISATION.
4.3
ANTICIPATED CONSTRUCTION SEQUENCE:
OUTER SECTION TYPE B - REINFORCEMENT PLAN
1.
PILING
400
6214
2786
(2No. REQUIRED, 1No. SIMILAR BUT HANDED)
2.
PREPARE TOP OF PILES
SCALE 1:50
250
3.
DIG FOR SUMP, POSITION AND LEVEL UNIT
0.875
4.
PLACE BLINDING
08 November 2018 14:45:04
0.625
0.575
0.590
5.
FIX MAIN SLAB REINFORCEMENT
6.
CUT SLAB REINFORCEMENT WHERE IT PASSES OVER THE SUMP
600
7.
FIX CLOSING BARS AROUND THE SUMP
, printed on 
350
100% LAP
100% LAP
8.
POSITION INNER SHUTTERS AND CONCRETE
9400
CURVED SECTION C-C - UPSTAND REINFORCEMENT
SECTION B-B
SCALE 1:50
SCALE 1:50
DRAWING STATUS:
D2 - FOR TENDER
SECTION D-D
Town Hall Annexe,
SCALE 1:50
St Stephens's Road,
Bournemouth
BH2 6EA, UK
CLIENT:
BOROUGH OF POOLE
ARCHITECT:
ALTERNATE SECTION D-D
SCALE 1:50
SITE/PROJECT:
HAMWORTHY PARK, POOLE
SLAB BARS
PADDLING POOL
CUT TO SUIT
TITLE:
OUTER SEGMENT TYPE B CONCRETE OUTLINE
AND REINFORCEMENT DETAILS
SCALE @ A1:
CHECKED:
APPROVED:
AS SHOWN
RBP
RBP
BARS ADJUSTED
LOCALLY AROUND PIPE
PROJECT NO:
DESIGNED:
DRAWN:
DATE:
70044842
BN
RA
November 18
DRAWING No:
REV:
70044842-WSP-SGN-DR-CB-0023
A
SUMP UNIT REINFORCEMENT PLAN
SECTION X-X
SECTION Y-Y
\\UK.WSPGROUP.COM\CENTRAL DATA\PROJECTS\700448XX\70044842 - HAMWORTHY PARK PADDLING POOL\02 WIP\BR BRIDGE ENGINEER\02 DRAWING\WSP\CAD\RC\70044842-WSP-SGN-DR-CB-0023.DWG
SCALE 1:20
SCALE 1:20
SCALE 1:20
c WSP UK Ltd
File name 

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