MAIN ACCESS TRACK
Transcript of MAIN ACCESS TRACK
COMPOUND LEVEL
BASE OF DITCH
HESSIAN BAGS TO BE KEYED
INTO CHANNEL SLOPE
30
05
00
M
IN
HESSIAN BAGS FOUNDED 300 BELOW
450mm DIA OUTGOING PIPE AND EXTENDED
600 BEYOND FRONT OF CULVERT PIPE
INVERT LEVEL OF SURFACE
WATER CULVERT PIPE
HESSIAN BAGS 450x300x150 FILLED ON SITE WITH
GEN3 CONCRETE MIX TO BS 8500-1 AND LAID IN
BONDED COURSES.
SECTION B - B
SCALE 1:25
40
0
450Ø SURFACE WATER CULVERT
INVERT LEVEL OF SURFACE
WATER CULVERT PIPE
HESSIAN BAGS 450x300x150 FILLED ON SITE WITH
GEN3 CONCRETE MIX TO BS 8500-1 AND LAID IN
BONDED COURSES. TOP HESSIAN BAG LAYERS
FILLED WITH TOPSOIL AND SEEDED
SECTION A - A
SCALE 1:25
BASE OF DITCH
PERIMETER DRAINAGE CHANNEL
30
0
600 MIN
COMPOUND LEVEL
90
0 M
IN
IN
VE
RT
LE
VE
L
VA
RIE
S
RODDING POINT WITH SEALING
PLATE AND SAFETY VALVE
REF CODE SRP2 HEPWORTH
SUPERSLEEVE OR SIMILAR
APPROVED.
100
MIX GEN 1 MIN 1100mm
CONCRETE MIX GEN1
SURROUNDING
4
5
°
500
TYPICAL RODDING EYE DETAIL
N.T.S
SCALE 1:25
TRENCH IN OTHER AREAS
TYPICAL CROSS SECTION THROUGH DRAINAGE
DIA
Y150
90
0 M
IN
GROUND LEVEL
GRANULAR FILL COMPACTED IN LAYERS
NOT EXCEEDING 150mm THICK.
Bd
Bc
CLASS 'S' GRANULAR PIPE BEDDING TO
BS882 SEE NOTE 9
LIG
HT
LY
C
OM
PA
CT
ED
EXT PIPE DIA
APPROX.
TABLE APPLIES FOR TRENCHES UNDER
CARRIAGEWAY AND IN LANDSCAPED AREAS
PIPE DIA/TYPE
150
525
600
900
225
300
450
600
700
850
1150
1350
1900
1200
TRENCH WIDTH
Bd
BEDDING THICKNESS
100190
670
770
1100
280
380
575
125
130
185
100
100
100
Bc Y
100 600 100120
10
00
M
AX
IM
UM
FINISHED GROUND
LEVEL
PREFORMED BENCHING
CIRCULAR COVER TO BS EN 124 GRADE A15.
NOTE:- IF PIC IS TO BE LOCATED IN AREAS
SUBJECT TO VEHICLE LOADING THEN COVER
GRADE TO BE INCREASED TO GRADE B125
480mm DIAMETER POLYPROPYLENE
INSPECTION CHAMBER (PIC)
N.T.S.
480
SPIC 4 POLYPROPYLENE
INSPECTION CHAMBER BY
HEPWORTH OR SIMILAR
APPROVED
150 MINIMUM SELECTED AS
DUG MATERIAL OR 150
MINIMUM CONCRETE BASE
MIX GEN3 IF PIC LOCATED IN
AREA SUBJECT TO VEHICLE
LOADING
150 MINIMUM
CONCRETE
BASE MIX GEN3
LANDSCAPE AREA
SURFACE AREA
KEY
OPEN DRAINAGE DITCH
SURFACE WATER DRAINAGE
FOUL WATER DRAINAGE
RODDING EYE
RAIN WATER DOWNPIPE
STONE HARDSTANDING
SANDBAG HEADWALL
PROPOSED 450Ø CULVERT PIPE
225Ø DUCT
100Ø DUCT
RWP
D
N
O
S
W
I
T
C
H
R
O
O
M
W
I
N
D
F
A
R
M
S
W
I
T
C
H
R
O
O
M
S
T
O
R
A
G
E
R
O
O
M
M
E
T
E
R
I
N
G
R
O
O
M
A
U
X
R
O
O
M
F
A
L
L
F
A
L
L
F
A
L
L
F
A
L
L
4
5
0
Ø
S
U
R
F
A
C
E
W
A
T
E
R
C
U
L
V
E
R
T
O
P
E
N
D
R
A
IN
A
G
E
D
IT
C
H
SANDBAG HEADWALL
AS PER SECTION B - B
O
P
E
N
D
R
A
I
N
A
G
E
D
I
T
C
H
SANDBAG HEADWALL
AS PER SECTION B - B
7
0
0
0
5
0
0
0
2
0
0
0
7
0
0
0
P
A
L
I
S
A
D
E
F
E
N
C
I
N
G
P
E
R
I
M
E
T
E
R
D
R
A
I
N
A
G
E
C
H
A
N
N
E
L
P
E
R
I
M
E
T
E
R
D
R
A
I
N
A
G
E
C
H
A
N
N
E
L
RWP
RE
M
A
I
N
A
C
C
E
S
S
T
R
A
C
K
KLARGESTER SEPTIC TANK
(3800L DSO552K HD COVER)
INSTALLED TO MANUFACTURERS
SPECIFICATION AND DETAILS
PROPOSED UNDERGROUND "STORM
BLOC" GEOCELLULAR STORAGE
ATTENUATION BY HYDRO INTERNATIONAL
OR SIMILAR APPROVED TO ACT AS
SOAKAWAY. CAPACITY TO BE NOT LESS
THAN 16m³
FOUL WATER INSPECTION
CHAMBER NOMINAL DEPTH
750mm
RWP
PLAN
SCALE 1:100
PERIMETER DRAIN INSTALLED APPROX 1m
AWAY FROM EDGE OF FOUNDATION SLAB.
PIPE IS LAID AT 1in100, SURROUNDED IN PEA
GRAVEL AND WAPPED IN TERRAM. THIS IS TO
STOP WATER ENTERING THE CABLE
TRENCHES INSIDE THE BUILDING.
150Ø DRAIN TO SADDLE
ONTO 450Ø CULVERT PIPE
RE
W
C
1
5
0
Ø
P
I
P
E
@
1
I
N
1
0
0
1
0
0
Ø
100Ø
1
0
0
Ø
L
A
N
D
D
R
A
I
N
1
0
0
Ø
L
A
N
D
D
R
A
I
N
150Ø DRAIN TO SADDLE
ONTO 450Ø CULVERT PIPE
P
A
L
I
S
A
D
E
F
E
N
C
I
N
G
B
B
A
A
4
2
3
0
3
4
0
0
2
2
5
Ø
D
U
C
T
5
5
0
0
1
0
0
Ø
D
U
C
T
1
0
0
Ø
D
U
C
T
5500mm x 3400mm FOUNDATION SLAB
TO GENERATOR AND TRANSFORMER,
REFER TO DRG. ST13913-112 FOR
DETAILS. (DETAILS OF DUCTS TBC).
600x600 STAKKABOX
MODULA CABLE "DRAW PIT"
OR SIMILAR APPROVED
900x900 STAKKABOX
MODULA CABLE "DRAW PIT"
OR SIMILAR APPROVED
TURBINE 1
TURBINE 2
TURBINE 3
SWITCHGEAR
BUILDING
DO NOT SCALE FROM THIS DRAWING
Copyright Reservedc
DRAWN BY CHECKED BY
(HEAD OFFICE)
STOKE-ON-TRENT TEL 0845 111 7777 CARDIFF TEL 029 2072 9191
NEWCASTLE UPON TYNE TEL 0191 232 0943 SHEFFIELD TEL 0114 245 6244
WEST BROMWICH TEL 0121 580 0909
LONDON TEL 020 7287 2872 LIVERPOOL TEL 0151 494 5431
LEIGH TEL 01942 260101
CLIENT
PROJECT
DRAWING TITLE
DRG No. SCALE DATE
APPROVED BY
(HEAD OFFICE)
STOKE-ON-TRENT TEL 0845 111 7777 CARDIFF TEL 029 2072 9191
NEWCASTLE UPON TYNE TEL 0191 232 0943 SHEFFIELD TEL 0114 245 6244
WEST BROMWICH TEL 0121 580 0909 EDINBURGH TEL 0131 555 3311
LONDON TEL 020 7287 2872
LEIGH TEL 01942 260101
A1
ST13913-110 As shown @ A1 19/06/14
DR JG AB
Cable draw pits added
Transformer/Generator slab added
Fence line amended
Issued for construction
C
B
A
ABNASRB14/10/14
ABNASRB11/08/14
JGJGJD07/07/14
I & H Brown Limited
Crook Hill Wind Farm
Switch Gear Building
External Compound
LOCATION PLAN
NTS