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2.4m
x 43.0m
V
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pla
y
2.4m
x 4
3.0m
Vis
Spla
y
2.4m x 43.0m
Vis Splay
2.4m x 43.0m
Vis S
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2.4
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m V
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S1
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W
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S1
S3
TaylorWimpey
plc
©
MJA CONSULTINGC I V I L A N D S T R U C T U R A L E N G I N E E R S
Monarch House, Barton Lane,
Abingdon, Oxon, OX14 3NB
Tel: 01235 555173
Fax: 01235 523226
PRELIMINARY - FOR COMMENT ONLY
Wantage Road
Slade Road
Oxford C
rescent
Drake A
venue
Sherwood
Road
Wantage Road
Manor C
rescent
Wantage Road
Glyn Avenue
Foxhall Road
2
1
S1
·
·
·
966V2
Station Road, Wheatley
30.0
WHITE
BLUE
WHITE
Class RA2 (12899-1:2007) 0.12sq.m
235mm
510mm
S3
AutoCAD SHX Text
1177
AutoCAD SHX Text
Water
AutoCAD SHX Text
PBW Ht=1m
AutoCAD SHX Text
CBF Ht=1.6m
AutoCAD SHX Text
MHCL79.29
AutoCAD SHX Text
Asphalt
AutoCAD SHX Text
Asphalt
AutoCAD SHX Text
Asphalt
AutoCAD SHX Text
ICCL79.45
AutoCAD SHX Text
BT
AutoCAD SHX Text
BT
AutoCAD SHX Text
SV's
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SC's
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TV
AutoCAD SHX Text
GY
AutoCAD SHX Text
GY
AutoCAD SHX Text
SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
TV
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TV
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GY
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WO
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SV
AutoCAD SHX Text
SV
AutoCAD SHX Text
Brickwall Ht0.75m
AutoCAD SHX Text
Privet Ht1.0m
AutoCAD SHX Text
Wooden Fence Ht2.0m
AutoCAD SHX Text
PWF 1.2m
AutoCAD SHX Text
WO
AutoCAD SHX Text
LP
AutoCAD SHX Text
TP
AutoCAD SHX Text
GV
AutoCAD SHX Text
RS
AutoCAD SHX Text
ICCL79.48
AutoCAD SHX Text
MK
AutoCAD SHX Text
MK
AutoCAD SHX Text
MK
AutoCAD SHX Text
MK
AutoCAD SHX Text
KO79.42
AutoCAD SHX Text
BT
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RS
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LP
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MK
AutoCAD SHX Text
LP
AutoCAD SHX Text
ICCL80.03
AutoCAD SHX Text
SV
AutoCAD SHX Text
BT
AutoCAD SHX Text
RS
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KO79.48
AutoCAD SHX Text
ICCL79.78
AutoCAD SHX Text
SV
AutoCAD SHX Text
ICCL80.06
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
KO79.56
AutoCAD SHX Text
RS
AutoCAD SHX Text
TV
AutoCAD SHX Text
KO79.77
AutoCAD SHX Text
FH
AutoCAD SHX Text
LP
AutoCAD SHX Text
SV
AutoCAD SHX Text
ICCL80.07
AutoCAD SHX Text
ICCL79.97
AutoCAD SHX Text
MK
AutoCAD SHX Text
BL
AutoCAD SHX Text
MK
AutoCAD SHX Text
SC
AutoCAD SHX Text
Close Boarded Fence Ht=2.2m
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'END' Cycle Route to be removed by hydro water blasting
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WL3
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WL1
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WL2
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WL4
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WL3
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WL1
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WL2
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WL4
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END
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TR
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TR
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WL1
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WL5
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WL5
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WL5
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WL5
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WL7
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WL5
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WL2
AutoCAD SHX Text
WL1
AutoCAD SHX Text
WL4
AutoCAD SHX Text
WL3
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DK0
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WL1
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TR
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TR
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TR
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TR
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WL2
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WL4
AutoCAD SHX Text
WL3
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DK0
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DK0
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DK0
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DK0
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WL2
AutoCAD SHX Text
WL3
AutoCAD SHX Text
WL1
AutoCAD SHX Text
WL4
AutoCAD SHX Text
DK0
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WL5
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WL5
AutoCAD SHX Text
WL5
AutoCAD SHX Text
WL5
AutoCAD SHX Text
WL5
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Existing kerb outlet to be removed. New PCC gully to be constructed and connected into existing lateral where possible where possible where possible
AutoCAD SHX Text
Existing tree canopy to be cut back as not to cause collision with cyclists.
AutoCAD SHX Text
Existing hard standing at bus stop to be widened.
AutoCAD SHX Text
DK0
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DK0
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DK0
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DK0
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TR
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TR
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Proposed cycle way to drop down to carrigeway level at the junction
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Advisory cycle lane minimum width of 1.5m to be maintained across junction
AutoCAD SHX Text
WL5
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WL5
AutoCAD SHX Text
WL5
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WL5
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DK0
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DK
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WL10
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WL1
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WL4
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WL4
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WL1
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WL5
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Bin
AutoCAD SHX Text
Bin to be relocated to suit cycleway.
AutoCAD SHX Text
Advisory cycle lane minimum width of 1.5m to be maintained across junction.
AutoCAD SHX Text
g
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g
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TR
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Glasdon Mini Ensign bollard with diagram 955 face.
AutoCAD SHX Text
TR
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DK
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1/40
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Existing grass verge to be removed in lieu of new footway
AutoCAD SHX Text
TR
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DK0
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TR
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Bg
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Bg
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1/40
AutoCAD SHX Text
1/40
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Existing kerb outlet to be removed. New PCC gully to be constructed and connected into existing lateral where possible where possible where possible
AutoCAD SHX Text
g
AutoCAD SHX Text
g
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g
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WL10
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New 3.0m wide cycleway segregated from footpath by level difference.
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WL6
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WL6
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Flush Face EF Edging
AutoCAD SHX Text
WL10
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Existing catchpit manhole cover within proposed cycleway will require lowering/protecting or diverting.
AutoCAD SHX Text
Existing catchpit manhole cover within proposed cycleway will require lowering/protecting or diverting.
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1/40
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32mm Face Cambridge Kerb.
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Bg
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Bg
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Bg
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Bg
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Grass verge to remain as existing.
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1/40
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EF
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EF
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EF
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EF
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EF
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EF
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CB32
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CB32
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CB32
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EF
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EF
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EF
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1/40
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CB32
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CB32
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CB32
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CB32
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CB32
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CB32
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CB32
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CB32
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CB32
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WL3
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WL3
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WL3
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EF
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EF
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EF
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Visitor bay footway alignment amended to accord with Part M
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Existing footpath widened to 1.8m
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Existing footway to remain as existing.
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Existing footway to remain as existing.
AutoCAD SHX Text
Existing vehicle crossovers to be removed for new 1.5m cycleway.
AutoCAD SHX Text
CB32
AutoCAD SHX Text
CB32
AutoCAD SHX Text
Existing catchpit manhole cover within proposed cycleway will require lowering/protecting or diverting.
AutoCAD SHX Text
Proposed cycle way to drop down to carrigeway level at the junction.
AutoCAD SHX Text
Channel height to remain as existing.
AutoCAD SHX Text
Channel height to remain as existing.
AutoCAD SHX Text
CB32
AutoCAD SHX Text
CB32
AutoCAD SHX Text
WL10
AutoCAD SHX Text
Existing footway to remain as existing.
AutoCAD SHX Text
Existing footway to remain as existing.
AutoCAD SHX Text
Existing vehicle crossovers to remain as existing.
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g
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WL8
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CB32
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CB32
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WL11
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WL11
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1/40
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FALL
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FALL
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1/40
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FALL
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FALL
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1/40
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FALL
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FALL
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FALL
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FALL
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WL5
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Existing catchpit manhole cover within proposed cycleway will require lowering/protecting or diverting.
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DK0
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DK0
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2m wide raised crossing point
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Side road junction narrowed to minimise length of advisory cycle lane
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1/40
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EF
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1/40
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400x400mm buff coloured tactile paving
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CB32
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1/40
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g
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Side road junction narrowed to minimise length of advisory cycle lane
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CB32
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Existing kerb outlet to be removed. New PCC gully to be constructed and connected into existing lateral where possible where possible where possible
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CB32
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CB32
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CB32
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CB32
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DK0
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WL7
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WL5
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Glasdon Mini Ensign bollard with diagram 955 face.
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Any existing services currently within the proposed carriageway/footway or verge will require lowering/protecting or diverting to the satisfaction of the statutory undertaker. Any amendments to the existing services to be agreed prior to commencement of S278 works
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Any existing services currently within the proposed carriageway/footway or verge will require lowering/protecting or diverting to the satisfaction of the statutory undertaker. Any amendments to the existing services to be agreed prior to commencement of S278 works
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32mm Face Cambridge Kerb.
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32mm Face Cambridge Kerb.
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32mm Face Cambridge Kerb.
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32mm Face Cambridge Kerb.
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32mm Face Cambridge Kerb.
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g
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g
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g
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g
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TR
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TR
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TR
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TR
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WL6
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WL6
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WL6
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WL6
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WL6
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WL10
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WL6
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WL6
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WL10
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WL10
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WL10
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WL10
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WL10
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WL10
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WL10
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WL6
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WL6
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WL6
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WL6
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WL6
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WL6
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WL6
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WL6
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TR
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TR
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DK0
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TR
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TR
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TR
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TR
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TR
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TR
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TR
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TR
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TR
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TR
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TR
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TR
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DK0
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Fall
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TYPICAL SECTION THROUGH WANTAGE ROAD Scale 1:20
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Fall
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125x255 Cycleway Cambridge kerb bedded on ST4 concrete bed and haunch.
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Existing Carriageway Construction
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Existing carriageway to be saw cut back for new kerb reinstatement.
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Fall
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Existing Carriageway Construction
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20mm of AC 6mm dense surf 70/100 to BS EN 13108-1
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50mm of AC 20mm dense bin 70/100 to BS EN 13108-1
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150mm CBM 3 lean mix
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75mm Type 1 sub-base (150mm if CBR less than 5%)
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Fall
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Existing carriageway to be saw cut back for new kerb reinstatement.
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Existing surface course and binder course to be planed back and new surface course and regulating binder course to be laid for cycleway.
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125x255 Cycleway Cambridge kerb bedded on ST4 concrete bed and haunch.
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125x255 Cycleway Cambridge kerb bedded on ST4 concrete bed and haunch.
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GLASDON MINI ENSIGN BOLLARD Scale NTS
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Sign Recess
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150mm Band
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Item 1
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Band Recess
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Item 2
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Body Sleeve
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ST1 concrete
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Pea shingle base
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150
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PLAN VIEW
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200
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SIDE VIEW
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FRONT VIEW
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This drawing is the copyright of Michael A Jennings Associates Limited and may not be copied, altered or reproduced in any way without their permission.
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Client
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Project
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Title
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Scale
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Checked
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Date
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Drawn
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Drawing No.
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Rev
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REV. No.
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DATE
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DESCRIPTION
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INITIALS
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Wantage Road
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Didcot S106
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1:250@A0
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May '17
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LJW
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5571:604
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P4
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Section 278 Works
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General Arrangement
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Sheet 1
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ERNEST ROAD
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A 4130
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2
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8
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12
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14
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16
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16a
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18
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20
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1
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59
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67
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65
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69
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79
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22
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8
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TCB
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LB
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75.3m
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3
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B 4493
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17
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22
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GLYN AVENUE
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19
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21
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11
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13
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MANOR CRESCENT
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30
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2
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6
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El
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Sub Sta
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Didcot Girls School
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Drain
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18
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9
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11
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20
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18
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20
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6
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Allotment
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Gardens
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BM
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80.97m
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80.3m
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SLADE
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ROAD
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79.7m
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BM
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79.04m
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78.4m
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El
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Sub
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Sta
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OXFORD
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CRESCENT
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Track
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Playing Field
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Drain
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PIXTON CLOSE
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Manse
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SHERWOOD ROAD
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LB
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77.2m
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TCB
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El
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Sub Sta
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Garage
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PH
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BM 77.07m
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The Wheatsheaf
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MANOR
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CRESCENT
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75.6m
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Didcot
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Baptist
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Hall
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Hall
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GLYN AVENUE
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El Sub
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Sta
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FOXHALL ROAD
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A 4130
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Allotment
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Gardens
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BROADWAY
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74.7m
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PH
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BM
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75.41m
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PC
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74.9m
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74.4m
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EDMONDS COURT
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Track
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Pond
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Didcot Hospital
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Allotment Gardens
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DRAKE
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AVENUE
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76.5m
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COLBOURNE ROAD
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74.3m
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35
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23
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13
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1
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178
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176
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26
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22
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128
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116
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8
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14
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20
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10
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2
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174
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164
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152
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144
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128
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118
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106
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94
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82
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1
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13
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17
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29
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41
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53
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65
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77
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104
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92
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80
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68
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56
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44
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32
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20
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10
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2
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80
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68
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62
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1
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3
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1
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15
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16
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2
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5
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7
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14
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2
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50
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40
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30
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1
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7
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10
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6
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26
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14
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2
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1
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13
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2
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1
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1
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9
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1 to 6
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15
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7
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8
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12
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9
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27
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9
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17
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29
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41
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8
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20
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32
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44
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2
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16
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28
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40
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31
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23
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13
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1
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79
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67
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57
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2
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12
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2
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14
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2
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8
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8
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1
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1
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14
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102
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29
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13
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1
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46
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DIDCOT
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B 4493
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43
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37
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Garage
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Church
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1177
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Tk
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Filling Station
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43
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45
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51
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Water
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PBW Ht=1m
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Metal Rail Fence Ht=1m
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CLW Ht=1m
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CBF Ht=1.6m
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MHCL79.29
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Asphalt
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Asphalt
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Asphalt
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ICCL79.45
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BT
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BT
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SV's
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SC's
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TV
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GY
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GY
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SV
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SV
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TV
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TV
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GY
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WO
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SV
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SV
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Brickwall Ht0.75m
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Privet Ht1.0m
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Wooden Fence Ht2.0m
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PWF 1.2m
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WO
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LP
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TP
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GV
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RS
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ICCL79.48
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MK
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MK
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MK
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MK
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KO79.42
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BT
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RS
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LP
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MK
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LP
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ICCL80.03
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SV
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BT
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RS
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KO79.48
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ICCL79.78
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SV
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ICCL80.06
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EP
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EP
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KO79.56
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RS
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TV
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LP
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SV
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ICCL80.07
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ICCL79.97
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MK
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BL
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MK
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SC
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Residential
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Close Boarded Fence Ht=2.2m
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Ridge=86.70
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Eaves=84.36
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Eaves=84.20
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Ridge=87.06
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Eaves=83.44
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Ridge=86.24
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Ridge=86.69
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Eaves=83.81
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Ridge=86.70
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Eaves=83.85
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Ridge=81.95
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Eaves=81.26
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Ridge=86.09
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Eaves=83.49
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Eaves=83.31
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Ridge=85.76
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Eaves=82.83
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Ridge=85.41
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Eaves=82.22
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Ridge=85.27
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Eaves=81.91
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Ridge=85.00
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Eaves=82.80
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Ridge=85.20
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Ridge=85.19
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Eaves=82.77
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Eaves=82.81
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Eaves=81.77
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Ridge=86.22
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Eaves=81.39
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Ridge=85.83
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Ridge=85.92
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Eaves=81.51
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Eaves=81.74
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Ridge=86.10
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Eaves=81.05
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Ridge=84.52
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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BTIC
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IC
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IC
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GV
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GV
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GV
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GV
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GV
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BT
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Post
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Post
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Post
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Post
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Post
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FH
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Ridge=85.74
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Ridge=83.92
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Eaves=81.92
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Eaves=80.42
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Ridge=83.87
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Ridge=83.48
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Eaves=80.94
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Eaves=80.05
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Ridge=82.88
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Ridge=83.30
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Eaves=80.26
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Eaves=81.00
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Ridge=83.23
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Flat Roof=82.58
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IC
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FH
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FH
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FH
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FH
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FH
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GV
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BTIC
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BTIC
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Post
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Post
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Post
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Post
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Post
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Post
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Post
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Post
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BTIC
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225mm
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225mm
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150mm
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150mm
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MH FW CL77.84 IL76.18
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225mm
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MH FW CL78.67 IL76.05
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225mm
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225 mm
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225 mm
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225mm
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MH FW CL78.52 IL75.92
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225mm
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SIGN NOTES: Edge of signs to be set back 600mm (minimal 450mm) from front face of kerb. Sign pole to have a GA2 point finish, coloured aircraft grey.
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Key
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Proposed Cycle Route
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Advisory Cycle Route
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Verge
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g
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Gully
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Footpath
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Construction Notes: 1. Do not scale from this drawing. 2. All dimensions in metres. 3. All levels relate to ordnance datum. 4. This drawing is based on the latest Architectural planning layout and shall be read in conjunction with all other relevant longitudinal sections and construction drawings. 5. Any discrepancies with any of the drawings shall be reported to MJA Consulting Engineer. 6. The level and location of all existing services shall be verified on site by the Contractor before commencing any construction work. 7. Contractor must comply with all current legislation relating to CDM, Health and Safety and COSHH. 8. All finished floor levels are shown on the drawing for guidance only and may need to be adjusted on site. However there is to be no deviation without prior approval 9. Existing highway drainage network including gully connections to be investigated and in full working order prior to any new drainage is installed. Min. 150mm gully connections to be installed.
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10. Any existing services currently within the Any existing services currently within the proposed footway will require lowering/protecting or diverting to the satisfaction of the statutory undertaker. Any amendments to the existing services to be agreed prior to commencement of S278 works 11. If any services are encountered during If any services are encountered during the construction phase, Oxfordshire County Council to be contacted and any diversionary, lowering/raising or protecting of services to be agreed. 12. All new ironwork to be D400 standard. 13. All road markings to be removed by water hydro blasting and not by mechanical means. New lines to be accordance with revised traffic regulation order. 14. Lighting levels on Wantage Road to be maintained during works. 15. Existing gullies and kerb drainage to be broken out where indicated. Backfilling to precast gullies to shall be carried out to sub-base formation with general fill material Class 1 comapacted in compliance with clause 612. Where mechanical compaction is impractical, backfilling to shall be in ST2 concrete, Redundant Lateral connections to be grouted from the downstream manhole. 16. Insitu CBR test required. OCC to confirm testing positions.
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Sign Reference
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Height
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Width
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Area
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Material
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Mount Height
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955
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150mm
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150mm
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0.03 m²
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Class RA2 (12899-1:2007)
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0.860
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Bg
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Existing Back Gully/Gully
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g
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Layout updated to accord with OCC comments
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KRS
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10.08.2017
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P2
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Preliminary issue
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LJW
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28.04.2017
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P1
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Kerb height references updated.
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LJW
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23.08.2017
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P3
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DIAG 1023
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Road Junction Triangle
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Cycle Triangle
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Zig-Zag Marking
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Zig Zag Markings
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MARK
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WHITE LINING SCHEDULE
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Give Way Markings Road marking gap between top/bottom 300mm Cycle marking gap between top/bottom 150mm
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LINE No
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REFERENCE No
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WL1
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WL2
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WL3
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1004
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1009
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1003
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600
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600
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4000
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2000
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300
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300
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GAP
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WIDTH
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200
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100
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100
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Lane Markings
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Edge of carriageway
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DESCRIPTION
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WL4
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1023
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625x1875/1250x3750
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Give Way Triangle Marking
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WL5
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1057
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750x1215
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Cycle Lane Marking
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300
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150
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100
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WL6
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1049
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Footway/Cycleway central Delineator
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-
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-
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150
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WL7
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1059
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Route Direction Arrows* Width Varies
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1000 high
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WL8
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WL9
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1055.1
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Studs
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100x100 @ 500 centres
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1040
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Lane Hatching
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4000
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2000
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100/150
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WL10
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1010
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Cycle Lane Marking Through Junction
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1000
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1000
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150
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WL11
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1024
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'SLOW' Marking
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1600 High
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**WL7 Diag 1059
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100
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250
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1000
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175
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100
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WL2a
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1009A
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Hazard Corduroy Paving - Raised Ribs
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Gully and Manhole Cover Notes: No gaps between the frame and cover wider than 15mm. Transverse bars or 'portcullis' type bars on cover. Recessed gully frames raised to be flush (tolerance ± 5mm) withsurface.
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Material
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Scheme Ref.
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Background
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Border
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Letter colour
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Ref.
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SIGN FACE
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Width
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Height
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Area
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x-height
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Sign
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Mount Height 2.400m
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Layout updated to accord with OCC and RSA 1 comments
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LJW
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05.02.2018
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P4
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-
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-
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150
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1049.1
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Edge of Cycle Lane