A174 · 2020. 9. 17. · il 26.64m 10,5m catchpit manhole cl 28.15m il 27.15m catchpit manhole cl...

WILTON INTERNATIONALINDUSTRIAL COMPLEX

PROPOSED CONVERTERSTATION SITE

A174

WILTONSOUTHERN ACCESS

LAZENBY

XPO LOGISTCS

GRAINCO

ENSUS UK

SABIC UKPETROCHEMICALS

LOCATION OF PROPSOSED TEMPORARY ACCESS ROAD.REFER DRAWING 60617518-ACM-XX-00-DR-CE-3002.

PROPOSED NORTHERN ACCESS(REFER DRAWING60617518-ACM-XX-00-DR-CE-2016)

SOUTHWAY

WILTONEASTERN ACCESS

Rev Date Description

ISSUE/REVISION

Drn/Chk/Appr

A

17.08.20

NORTHERN ACCESS ADDED. REVISED REDLINE BOUNDARY.

EP/CGY/CGY

B

26.08.20 REVISED REDLINE BOUNDARY EP/CGY/CGY

C08.09.20 ADDITIONAL NOTES ADDED EP/CGY/CGY

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IS

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1 5

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x 8

41

mm

Notes

Consultant

Client

Project

Aecom

Sheet Title

Sheet Number

Key Plan

Project Number

Scale: Rev:

EP

CG

YC

GY

DOGGER BANK C & SOFIA

OFFSHORE WIND FARMS -

ONSHORE CONVERTER

STATION ENABLING WORKS

60617518

SOUTHERN ACCESS ROAD -

SITE LOCATION PLAN

60617518-ACM-XX-00-DR-CE-3001

1:2000 C

1 Tanfield

Edinburgh

EH3 5DA

United Kingdom

Fax +44 (0)131 301 8699

Tel +44 (0)131 301 8600

www.aecom.com

Purpose Of Issue

FOR INFORMATION

N

CONTAINS ORDNANCE SURVEY DATA © CROWN COPYRIGHT AND DATABASE RIGHT 2020

LOCATION PLAN (NOT TO SCALE)

0 50 100

1:2000

m

PLANNING BOUNDARY

PROPOSED TEMPORARY

ACCESS ROAD

REFER TO DRAWING 60617518-ACM-XX-00-DR-CE-3002

FOR GENERAL ARRANGEMENT

2

6

.

0

0

2

6

.

5

0

25.44

25.82

2

6

.

1

7

MKR

26.05

26.12

25.94

25.60

25.85

26.25

26.51

26.28

2

6

.

9

6

2

6

.

6

7

2

6

.

1

1

26.82

26.88

26.97

2

7

.

1

4

2

7

.

4

9

27.46

27.19

27.14

2

6

.

8

6

2

6

.

9

6

MKR

26.43

26.12

2

6

.

4

6

2

6

.

2

7

25.97

26.19

2

7

.

0

1

2

6

.

9

0

2

6

.

6

9

2

6

.

6

0

26.46

26.67

26.58

26.87

27.48

29.09

29.16

27.11

26.59

26.39

27.39

28.83

27.63

TREES

EXISTING 300mmØ SEMBCORP GAS MAIN

DCO BOUNDARY OF CONVERTER STATION ENABLING WORKS

EXISTING 225mmØ COMBINED SEWER

PROPOSED DIVERTION OF 450mmØSEMBCORP WATER MAIN

PROPOSED 7m WIDE TEMOPARY ACCESS ROAD, WITH 1.5m WIDE FOOTWAY.APPROXIMATELY 15m WIDE CLEAR-FELL ZONE THROUGH EXISTING TREES.

EXISTING WILTON INTERNATIONAL

SECONDARY ENTRANCE ROAD

7m

1,5m

15m

REFER CONVERTER STATIONENABLING WORKS DRAWNIGS

TREES

27.0m

26.5m

27.5m

28.0m

28.0m

28.5m

29.0m

29.5m

PROPOSED FILTER DRAIN.REFER DRAWING 60617518-ACM-XX-00-DR-CE-3007.

APPROXIMATE CONTOUR LINES.NO TOPO SURVEY IN THIS AREA.

LP

Sign

Sign

Sign

Gate

Fence

0102

04

05

06

07

08

09

FOR DETAILS OF PROPOSED JUNCTION,REFER DRAWING60617518-ACM-XX-00-DR-CE-3005.



10

11

12

PROPOSED LAY-BY

10,5m

03

13

15

14

16

17

20m

12m

12m

SECURITY HUT AND BOOM BARRIER.


ISSUE/REVISION

Drn/Chk/Appr

A


B

26.08.20 LAY-BY ADDED. REVISED SETTING OUT EP/CGY/CGY

C03.09.20 ADDITIONAL FILTER DRAIN ADDED EP/CGY/CGY

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IS

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1 5

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x 8

41

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Notes

Consultant

Client

Project

Aecom

Sheet Title

Sheet Number

Key Plan

Project Number

Scale: Rev:

EP

CG

YC

GY



ONSHORE CONVERTER


60617518

SOUTHERN ACCESS ROAD

GENERAL ARRANGEMENT

60617518-ACM-XX-00-DR-CE-3002

1:250 C

1 Tanfield

Edinburgh

EH3 5DA

United Kingdom

Fax +44 (0)131 301 8699

Tel +44 (0)131 301 8600

www.aecom.com

PLANNING BOUNDARY

Purpose Of Issue

FOR INFORMATION

N

0

m

6.25 12.5

1:250

NOTE:

THIS DRAWING IS FOR PLANNING PURPOSES

PROPOSED TEMPORARY

ACCESS ROAD

POINTS EASTING NORTHING NOTES

01 457849.196 520308.264

02 457854.945 520308.379

03 457940.491 520310.085

04 457948.51 520314.386

05 457949.725 520323.403

06 457961.197 520285.976

07 457955.34 520295.818

08 457945.043 520300.833

09 457936.855 520302.178

10 457932.318 520302.712

11 457927.751 520302.83

12

13

14

15

16

17 457844.702 520301.173

SETTING OUT COORDINATES

EXTENT OF REDLINE BOUNDARY

END POINT OF 10m Ø CURVE

EXTENT OF REDLINE BOUNDARY

MID POINT OF 10m Ø CURVE









END POINT OF LAY-BY TAPER




457902.69 520302.33

457890.74 520298.584

457870.767 520298.192

457858.699 520301.452

457858.036 520301.439


2

6

.

0

0

2

6

.

5

0

25.60

25.85

26.25

26.51

26.28

2

6

.

9

6

2

6

.

6

7

26.82

26.88

26.97

2

7

.

1

4

2

7

.

4

9

27.46

27.19

27.14

2

6

.

8

6

2

6

.

9

6

MKR

26.43

26.12

2

6

.

4

6

2

6

.

2

7

25.97

26.19

2

7

.

0

1

2

6

.

9

0

2

6

.

6

9

2

6

.

6

0

26.46

26.67

26.58

26.87

27.48

26.59

TREES





7m


27.5m

28.0m

LP

Sign

Sign

Sign

Gate

00

50 100 15

0

LP

Sign

Sign

Sign

10,5m

25

CHAINAGE

EXISTING LEVELS *

PROPOSED LEVELS

VERTICAL ALIGNMENT

HORIZONTAL ALIGNMENT

05.00

0

10.00

0

15.00

0

20.00

0

25.00

0

30.00

0

35.00

0

40.00

0

45.00

0

50.00

0

55.00

0

60.00

0

65.00

0

70.00

0

75.00

0

80.00

0

85.00

0

90.00

0

95.00

0

100.0

00

105.0

00

110.0

00

115.0

00

120.0

00

125.0

00

130.0

00

135.0

00

140.0

00

145.0

00

26.00

9

26.12

0

26.24

1

26.36

1

26.43

8

26.51

2

26.57

7

26.66

9

26.80

3

26.96

2

27.18

0

27.24

6

27.31

3

27.38

2

27.45

0

27.51

9

27.58

3

27.62

0

27.65

7

27.72

4

27.93

0

28.00

0

28.00

0

28.00

0

28.00

1

28.14

8

28.29

5

28.32

3

28.44

6

28.66

8

28.74

5

26.20

26.32

6

26.45

2

26.58

0

26.70

9

26.83

8

26.96

8

27.09

6

27.21

7

27.33

0

27.43

4

27.53

1

27.61

9

27.69

9

27.77

0

27.83

4

27.88

9

27.93

7

27.98

4

28.03

1

28.07

8

28.12

5

28.17

2

28.22

0

28.26

7

G=2.5

0%1:4

0.0 G=2.59%1:38.6

R =22582.929K =225.610L =20.000

G=0.94%1:106.1

R =3038.414K =30.369L =50.000

L=150.000

LONGITUDINAL SECTIONSCALE - HORIZ. 1:250, VERT. 1:250

0.000

EXISTING ACCESS ROAD

* EXISTING LEVELS AFTER CHAINAGE 50m ARE APPROXIMATE ONLY, AND BASED ON LiDAR INFORMATION. NO TOPOGRAPHIC SURVEY INFORMATION FOR THIS AREA.

EXISTING GROUND LEVEL (APPROXIMATE)

PROPOSED ROAD LEVEL

TIE-IN TO EXISTING ACCESS ROAD(LEVELS TO BE CONFIRMED)

AS EXISTING

150.0

00

PROPOSED CONVERTER

STATION HAUL ROAD

TIE-IN TO PROPOSED CONVERTER STATION HAUL ROAD.REFER CONVERTER STATION ENABLING WORK DRAWINGS FOR DETAILS.

EXTENT OF DCO FOR CONVERTER STATION ENABLING WORKS

PROPOSED DIVERSION OF EXISTING450mmØ SEMBCORP WATER MAIN.DEPTH 1.45m Approx.

EXISTING 300mmØ SEMBCORPGAS MAIN. DEPTH 1.5m approx.

EXISTING 225mmØ COMBINEDSEWER. DEPTH tbc

REFER DETAILS

26.07

5

25.95

0

1,45m

PROPOSED DIVERSION OF EXISTING450mmØ SEMBCORP WATER MAIN.DEPTH 1.45m Approx.

PROPOSED ACCESS ROAD

0,75m

1,2m

EXISTING GROUND LEVEL

PROPOSED CROSSING OF WATER MAINSCALE 1:50

PROPOSED ACCESS ROAD EXISTING GROUND LEVEL

1,5m

PROPOSED CROSSING OF GAS MAINSCALE 1:50

EXISTING 300mmØ GAS MAIN.DEPTH 1.5m Approx.

0,8m

1,2m

PROPOSED ACCESS ROAD EXISTING GROUND LEVEL

1,2m

PROPOSED CROSSING OF COMBINED SEWERSCALE 1:50

EXISTING 225mmØ COMBINED SEWER.DEPTH 1.2m Approx.

0,65m

1,1m

POSSIBLE CONCRETEPROTECTION REQUIRED.DETAILS tbc



350mm Thk. CAPPING LAYER.CLASS 6F1 or 6F2 MTERIAL, ONPROOF ROLLED FORMATION.CAPPING TO BE INCREASED TO650mm Thk. IF CBR VALUE OFSUBGRADE IS <2%.

80mm Thk. HOT ROLLED ASPHALTSURFACE COURSE.

TERRAM GEOTEXTILE LAYER

TEMPORARY ACCESS ROAD CONSTRUCTION


ISSUE/REVISION

Drn/Chk/Appr

A


B

26.08.20REVISED REDLINE BOUNDARY. LAY-BY ADDED.

EP/CGY/CGY


Th

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d o

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po

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gre

ed

b

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EC

OM

o

r a

s re

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w. A

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OM

a

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pts n

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sp

on

sib

ility, a

nd

d

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s a

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a

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8-A

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0-D

R-C

E-3

00

3.D

WG

IS

O A

1 5

94

mm

x 8

41

mm

Notes

Consultant

Client

Project

Aecom

Sheet Title

Sheet Number

Key Plan

Project Number

Scale: Rev:

EP

CG

YC

GY



ONSHORE CONVERTER


60617518


LONGITUDINAL SECTION

60617518-ACM-XX-00-DR-CE-3003

1:250 C

1 Tanfield

Edinburgh

EH3 5DA

United Kingdom

Fax +44 (0)131 301 8699

Tel +44 (0)131 301 8600

www.aecom.com

PLANNING BOUNDARY

Purpose Of Issue

FOR INFORMATION

N

0

m

6.25 12.5

1:250

NOTE:


PROPOSED TEMPORARY

ACCESS ROAD

0 1.25 2.5

1:50

m

DEPTH OF EXISTING UTILITIES ARE APPOXIMATE ONLY.ALL EXISTING UTILITIES TO BE SITE-CHECKED PRIOR TOCOMMENCEMENT OF WORKS.

2

6

.

0

0

2

6

.

5

0

25.60

25.85

26.25

26.51

26.28

2

6

.

9

6

2

6

.

6

7

26.82

26.88

26.97

2

7

.

1

4

2

7

.

4

9

27.46

27.19

27.14

2

6

.

8

6

2

6

.

9

6

MKR

26.43

26.12

2

6

.

4

6

2

6

.

2

7

25.97

26.19

2

7

.

0

1

2

6

.

9

0

2

6

.

6

9

2

6

.

6

0

26.46

26.67

26.58

26.87

27.48

26.59

2

6

.

0

0

2

6

.

5

0

25.60

25.85

26.25

26.51

26.28

2

6

.

9

6

2

6

.

6

7

26.82

26.88

26.97

2

7

.

1

4

2

7

.

4

9

27.46

27.19

27.14

2

6

.

8

6

2

6

.

9

6

MKR

26.43

26.12

2

6

.

4

6

2

6

.

2

7

25.97

26.19

2

7

.

0

1

2

6

.

9

0

2

6

.

6

9

2

6

.

6

0

26.46

26.67

26.58

26.87

27.48

26.59

TREES





7m


27.5m

28.0m

LP

Sign

Sign

Sign

Gate

00

30

00

30

AA

BB

10,5m

EXTENT OFREDLINE BOUNDARY

PROPOSED ACCESS ROAD

FILTER DRAIN

EXISTING 300mmØ GAS MAIN.DEPTH 1.5m Approx.

SECTION A-ASCALE 1:100

1m

VERGE


1.5m

FOOTWAY


1:40 CROSSFALL

EXISTINGTREES

EXISTING 225mmØCOMBINED SEWER.DEPTH tbc.



1m

VERGE

1.5m

FOOTWAYPROPOSED ACCESS ROAD

FILTER DRAIN

1:40 CROSSFALL

EXISTING TREES AND BUSHES TO BE REMOVED ACROSS 15m WIDE CORRIDOR

EXISTINGTREESEXISTING

TREES

SECTION B-BSCALE 1:100


LAY-BY

FILTER DRAIN

FILTER DRAIN






ISSUE/REVISION

Drn/Chk/Appr

A


B

26.08.20LAY-BY ADDED. SECTION A-A AMENDED

EP/CGY/CGY


Th

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d o

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b

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a

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pts n

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sp

on

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nd

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en

ie

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ny lia

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4.D

WG

IS

O A

1 5

94

mm

x 8

41

mm

Notes

Consultant

Client

Project

Aecom

Sheet Title

Sheet Number

Key Plan

Project Number

Scale: Rev:

EP

CG

YC

GY



ONSHORE CONVERTER


60617518


TYPICAL CROSS SECTIONS

60617518-ACM-XX-00-DR-CE-3004

As shown C

1 Tanfield

Edinburgh

EH3 5DA

United Kingdom

Fax +44 (0)131 301 8699

Tel +44 (0)131 301 8600

www.aecom.com

PLANNING BOUNDARY

Purpose Of Issue

FOR INFORMATION

N

0

m

6.25 12.5

1:250

NOTE:


PROPOSED TEMPORARY

ACCESS ROAD

0 2.5 5

1:100

m

28.0m

EXISTING SIGNBOARD(TO BE RELOCATED)

GATE ACROSS ROAD

EXISTING SIGN(TO BE RELOCATED)

EXISTING SIGN BOARD(TO BE RELOCATED)

EXISTINGLAMP POST

FENCE

EXISTING FOOTWAY

1.3m


8.7m

GIVE WAY SIGN(AS PER DIAGRAM 602IN TSRGD 2016)

"NO LEFT TURN" SIGN FORCONSTRUCTION VEHICLES(AS PER DIAGRAM 613 INTSRGD 2016).

(TO BE CONFIRMED)

28.25m+

28.98m+

28.35m+

28.14m+

28.21m+

APPROXIMATE TIE-IN LEVELS.NO TOPOGRAPHIC SURVEY IN THIS AREA.

NOTES ON SIGNS:

PROPOSED NEW ROAD SIGNS TO BE AS PER'THE TRAFFIC SIGNS REGULATINOS ANDGENERAL DIRECTIONS 2016'.

RELOCATION OF EXISTING SIGN BOARDS TOBE AGREED WITH SEMBCORP.

SLO

W

JUNCTION ROAD MARKINGS LAYOUT.SCALE 1:200

ROAD MARKINGS TO BE AS PER DIAGRAMS IN 'THE TRAFFIC SIGNS REGULATIONS ANDGENERAL DIRECTIONS 2016'.

EXISTING ROAD MARKINGS(APPROXIMATE ONLY)

6

0

0

3

0

0

DIAGRAM1003

3

0

0

DIAGRAM1009

6

0

0

3

0

0

1

0

0

2

7

5

0

3

7

5

0

1

2

5

0

4000

2000

DIAGRAM1023

DIAGRAM 1004

100

DETAIL OF ROAD TIE-IN TOEXISTING CARRIAGEWAY

SCALE 1:20

NEW ROAD CONSTRUCTION

NEW ROAD CONSTRUCTION EXISTING CARRIAGEWAY

EXISTING ROAD CONSTRUCTION TO BE CUTBACK AS SHOWN, TO ALLOW NEW SURFACEAND BINDING COURSES TO BE LAID.

HOT-POUREDBITUMEN SEAL





500


ISSUE/REVISION

Drn/Chk/Appr

A

17.08.20

NOTES ADDED FOR SIGNS. REVISED REDLINE BOUNDARY.

EP/CGY/CGY

B



Th

is d

ra

win

g h

as b

ee

n p

re

pa

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d fo

r th

e u

se

o

f A

EC

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’s clie

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ay n

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d, m

od

ifie

d, re

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ce

d o

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d u

po

n b

y th

ird

p

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s, e

xce

pt a

s a

gre

ed

b

y A

EC

OM

o

r a

s re

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y la

w. A

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OM

a

cce

pts n

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sp

on

sib

ility, a

nd

d

en

ie

s a

ny lia

bility w

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tso

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r, to

a

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s o

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is d

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itia

ls:

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48

66

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\9

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06

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-X

X-0

0-D

R-C

E-3

00

5.D

WG

IS

O A

1 5

94

mm

x 8

41

mm

Notes

Consultant

Client

Project

Aecom

Sheet Title

Sheet Number

Key Plan

Project Number

Scale: Rev:

EP

CG

YC

GY



ONSHORE CONVERTER


60617518


PROPOSED JUNCTION WITH


60617518-ACM-XX-00-DR-CE-3005

1:250 C

1 Tanfield

Edinburgh

EH3 5DA

United Kingdom

Fax +44 (0)131 301 8699

Tel +44 (0)131 301 8600

www.aecom.com

PLANNING BOUNDARY

Purpose Of Issue

FOR INFORMATION

N

0

m

6.25 12.5

1:250

NOTE:


PROPOSED TEMPORARY

ACCESS ROAD

0 5 10

1:200

m

N

2

6

.5

0

2

6

.

5

1

2

6

.

2

8

2

6

.

9

6

2

6

.

6

7

2

6

.

8

2

2

6

.

8

8

2

6

.

9

7

2

7

.

1

4

2

7

.

4

9

2

7

.

4

6

2

7

.

1

9

2

7

.

1

4

2

6

.

8

6

2

6

.

9

6

M

K

R

2

6

.

4

3

2

6

.

4

6

2

6

.

1

9

2

7

.

0

1

2

6

.

9

0

2

6

.

6

9

2

6

.

6

0

2

6

.

4

6

2

6

.

6

7

2

6

.

5

8

2

6

.

8

7

2

7

.

4

8

2

9

.

0

9

7

m

27.0m

26.5m

27.5m

28.0m

28.0m 28

.5m

29.0m

29.5m

GATE ACROSS ROAD

EXISTING SIGN

EXISTING SIGN BOARD(TO BE RELOCATED)

EXISTING LAMP POST

EXISTING FOOTWAY

8

,

7

m



WILTON INTERNATIONALGATEHOUSE

4

,

5

m

PALISADE FENCE (2m HIGH)

PALISADE FENCE (2m HIGH)

TREES

NOTE:EXISTING INFORMATION BASED ON ORDNANCE SURVEYMASTERMAP MAPPING, AND APPROXIMATE ONLY.NO TOPOGRAPHIC SURVEY AVAILABLE.



POST & RAIL FENCE (1.5m HIGH)

TREES

DESIRED VISIBILITY SPLAY (4.5m x 43m) ACHIEVABLE,PROVIDING EXISTING SIGN BOARD IS REMOVED/RELOACTED.

EXISTINGSIGN BOARD

DESIRED VISIBILITY SPLAY (4.5m x 43m) ACHIEVABLE, PROVIDINGEXISTING SIGN BOARDS ARE REMOVED/RELOACTED.


ISSUE/REVISION

Drn/Chk/Appr

A

17.08.20SPALYS AMENDED BASED ON CLIENT ADVICE

EP/CGY/CGY

B


C03.09.20 REVISED ROAD LAYOUT EP/CGY/CGY

Th

is d

ra

win

g h

as b

ee

n p

re

pa

re

d fo

r th

e u

se

o

f A

EC

OM

’s clie

nt. It m

ay n

ot b

e u

se

d, m

od

ifie

d, re

pro

du

ce

d o

r re

lie

d u

po

n b

y th

ird

p

artie

s, e

xce

pt a

s a

gre

ed

b

y A

EC

OM

o

r a

s re

qu

ire

d b

y la

w. A

EC

OM

a

cce

pts n

o re

sp

on

sib

ility, a

nd

d

en

ie

s a

ny lia

bility w

ha

tso

eve

r, to

a

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arty th

at u

se

s o

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lie

s o

n th

is d

ra

win

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ith

ou

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OM

’s e

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ritte

n co

nse

nt. D

o n

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le

th

is d

ocu

me

nt. A

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ea

su

re

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ust b

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in

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fro

m th

e sta

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d d

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Pro

je

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an

ag

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en

t In

itia

ls:

De

sig

ne

r:

Ch

ecke

d:

Ap

pro

ve

d:

La

st sa

ve

d b

y: E

UA

N.P

RO

UD

FO

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(2

02

0-0

8-2

5) L

ast P

lo

tte

d: 2

02

0-0

9-0

4

File

na

me

: Z

:\U

KI\U

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48

66

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A_

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\9

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IS

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8-A

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-X

X-0

0-D

R-C

E-3

00

6.D

WG

IS

O A

1 5

94

mm

x 8

41

mm

Notes

Consultant

Client

Project

Aecom

Sheet Title

Sheet Number

Key Plan

Project Number

Scale: Rev:

EP

CG

YC

GY



ONSHORE CONVERTER


60617518


VISIBILITY SPLAYS

60617518-ACM-XX-00-DR-CE-3006

1:250 C

1 Tanfield

Edinburgh

EH3 5DA

United Kingdom

Fax +44 (0)131 301 8699

Tel +44 (0)131 301 8600

www.aecom.com

Purpose Of Issue

FOR INFORMATION

N

0

m

6.25 12.5

1:250

NOTE:


4.5m x 43m VISIBILITY SPLAY

1. FOR PROPOSED ACCESS GENERAL ARRANGEMENT, REFERDRAWING 60617518-ACM-XX-00-DR-CE-3002..

2. DESIRED VISIBILITY DISTANCES ARE BASED ON GUIDANCE FROMSCP TRANSPORT TRAFFIC CONSULTANTS.

DESIRED VISIBILITY SPLAY -4.5m (x-distance) x 43m (y-distance)

PLANNING BOUNDARY

PROPOSED TEMPORARY ACCESS

ROAD

2

6

.

0

0

2

6

.

5

0

25.60

25.85

26.25

26.51

26.28

2

6

.

9

6

2

6

.

6

7

26.82

26.88

26.97

2

7

.

1

4

2

7

.

4

9

27.46

27.19

27.14

2

6

.

8

6

2

6

.

9

6

MKR

26.43

26.12

2

6

.

4

6

2

6

.

2

7

25.97

26.19

2

7

.

0

1

2

6

.

9

0

2

6

.

6

9

2

6

.

6

0

26.46

26.67

26.58

26.87

27.48

26.59

2

6

.

0

0

2

6

.

5

0

25.60

25.85

26.25

26.51

26.28

2

6

.

9

6

2

6

.

6

7

26.82

26.88

26.97

2

7

.

1

4

2

7

.

4

9

27.46

27.19

27.14

2

6

.

8

6

2

6

.

9

6

MKR

26.43

26.12

2

6

.

4

6

2

6

.

2

7

25.97

26.19

2

7

.

0

1

2

6

.

9

0

2

6

.

6

9

2

6

.

6

0

26.46

26.67

26.58

26.87

27.48

26.59

TREES





7mREFER CONVERTER STATION

ENABLING WORKS DRAWNIGS

27.5m

28.0m

LP

Sign

Sign

Sign

Gate

CATCHPIT MANHOLECL 28.10mIL 27.10mCATCHPIT MANHOLE

CL 27.60mIL 26.45m

PROPOSED FILTER DRAIN ON HIGH SIDE OF ROAD.FOR TYPICAL CROSS-SECTION, REFER DRAWING60617518-ACM-XX-00-DR-CE-3004.

CATCHPIT MANHOLECL 26.45mIL 25.60m





10,5m




150mmØ INCOMING PIPE.

500mmØ SUMP MANHOLEWITH 350mm SUMP.

150mmØ OUTGOING PIPE.

150mm CONCRETE GRADEC20/25 STANDARD SURROUND

TYPICAL 500mmØ CATCHPIT MANHOLESCALE 1:25

600

PIPE BEDDING

200mm GRAVEL

150Ø PERFORATED PIPE(PERFORATIONS LAID UPWARDS).REFER LAYOUT FOR IL.

TYPE B FILTER MATERIAL TO CLAUSE 505OF THE HIGHWAY SPECIFICATION.

TERRAM 1000 PERMEABLE MEMBRANE,OR EQUAL APPROVED.

TYPICAL FILTER TRENCHSCALE 1:25

VARI

ES

350


ISSUE/REVISION

Drn/Chk/Appr

A


B

26.08.20LAY-BY ADDED. DRAINAGE AMENDED TO SUIT.

EP/CGY/CGY


Th

is d

ra

win

g h

as b

ee

n p

re

pa

re

d fo

r th

e u

se

o

f A

EC

OM

’s clie

nt. It m

ay n

ot b

e u

se

d, m

od

ifie

d, re

pro

du

ce

d o

r re

lie

d u

po

n b

y th

ird

p

artie

s, e

xce

pt a

s a

gre

ed

b

y A

EC

OM

o

r a

s re

qu

ire

d b

y la

w. A

EC

OM

a

cce

pts n

o re

sp

on

sib

ility, a

nd

d

en

ie

s a

ny lia

bility w

ha

tso

eve

r, to

a

ny p

arty th

at u

se

s o

r re

lie

s o

n th

is d

ra

win

g w

ith

ou

t A

EC

OM

’s e

xp

re

ss w

ritte

n co

nse

nt. D

o n

ot sca

le

th

is d

ocu

me

nt. A

ll m

ea

su

re

me

nts m

ust b

e o

bta

in

ed

fro

m th

e sta

te

d d

im

en

sio

ns.

Pro

je

ct M

an

ag

em

en

t In

itia

ls:

De

sig

ne

r:

Ch

ecke

d:

Ap

pro

ve

d:

La

st sa

ve

d b

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UA

N.P

RO

UD

FO

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(2

02

0-0

8-2

6) L

ast P

lo

tte

d: 2

02

0-0

9-0

2

File

na

me

: Z

:\U

KI\U

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\P

R-4

48

66

0_

TS

A_

OF

FS

HO

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AB

LE

_R

OU

TE

\9

00

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AD

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IS

\9

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AD

\D

C\D

B\6

06

17

51

8-A

CM

-X

X-0

0-D

R-C

E-3

00

7.D

WG

IS

O A

1 5

94

mm

x 8

41

mm

Notes

Consultant

Client

Project

Aecom

Sheet Title

Sheet Number

Key Plan

Project Number

Scale: Rev:

EP

CG

YC

GY



ONSHORE CONVERTER


60617518

SOUTHERN ACCESS ROAD

- PROPOSED DRAINAGE

60617518-ACM-XX-00-DR-CE-3007

As shown C

1 Tanfield

Edinburgh

EH3 5DA

United Kingdom

Fax +44 (0)131 301 8699

Tel +44 (0)131 301 8600

www.aecom.com

PLANNING BOUNDARY

Purpose Of Issue

FOR INFORMATION

N

0

m

6.25 12.5

1:250

NOTE:


PROPOSED TEMPORARY

ACCESS ROAD

PROPOSED FILTER DRAIN

PROPOSED CATCHPIT MANHOLE

27.5m

28.0m

EXISTINGLAMP POST

EXISTING FOOTWAY

8.7m


EXISTING ROAD MARKINGS SHOWN INDICATIVELY ONLY.

27.5m

28.0m

28.5m

EXISTINGLAMP POST

EXISTING FOOTWAY

8.7m


EXISTING ROAD MARKINGS SHOWN INDICATIVELY ONLY.


ISSUE/REVISION

Drn/Chk/Appr

Th

is d

ra

win

g h

as b

ee

n p

re

pa

re

d fo

r th

e u

se

o

f A

EC

OM

’s clie

nt. It m

ay n

ot b

e u

se

d, m

od

ifie

d, re

pro

du

ce

d o

r re

lie

d u

po

n b

y th

ird

p

artie

s, e

xce

pt a

s a

gre

ed

b

y A

EC

OM

o

r a

s re

qu

ire

d b

y la

w. A

EC

OM

a

cce

pts n

o re

sp

on

sib

ility, a

nd

d

en

ie

s a

ny lia

bility w

ha

tso

eve

r, to

a

ny p

arty th

at u

se

s o

r re

lie

s o

n th

is d

ra

win

g w

ith

ou

t A

EC

OM

’s e

xp

re

ss w

ritte

n co

nse

nt. D

o n

ot sca

le

th

is d

ocu

me

nt. A

ll m

ea

su

re

me

nts m

ust b

e o

bta

in

ed

fro

m th

e sta

te

d d

im

en

sio

ns.

Pro

je

ct M

an

ag

em

en

t In

itia

ls:

De

sig

ne

r:

Ch

ecke

d:

Ap

pro

ve

d:

La

st sa

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d b

y: E

UA

N.P

RO

UD

FO

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(2

02

0-0

8-0

4) L

ast P

lo

tte

d: 2

02

0-0

8-1

1

File

na

me

: Z

:\U

KI\U

KE

DI1

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BS

\P

R-4

48

66

0_

TS

A_

OF

FS

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AB

LE

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OU

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\9

00

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AD

_G

IS

\9

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AD

\D

C\D

B\6

06

17

51

8-A

CM

-X

X-0

0-D

R-C

E-3

00

8.D

WG

IS

O A

1 5

94

mm

x 8

41

mm

Notes

Consultant

Client

Project

Aecom

Sheet Title

Sheet Number

Key Plan

Project Number

Scale: Rev:

EP

CG

YC

GY



ONSHORE CONVERTER


60617518


VEHICLE TRACKING

60617518-ACM-XX-00-DR-CE-3008

1:250

1 Tanfield

Edinburgh

EH3 5DA

United Kingdom

Fax +44 (0)131 301 8699

Tel +44 (0)131 301 8600

www.aecom.com

Purpose Of Issue

FOR INFORMATION

N

0

m

6.25 12.5

1:250

NOTE:


0

m

6.25 12.5

1:250

N

A174 · 2020. 9. 17. · il 26.64m 10,5m catchpit manhole cl 28.15m il 27.15m catchpit manhole cl...

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Transcript of A174 · 2020. 9. 17. · il 26.64m 10,5m catchpit manhole cl 28.15m il 27.15m catchpit manhole cl...