JUNCTION - bailey.persona-pi.combailey.persona-pi.com/Public-Inquiries/M4-Newport/C... · intake...

2
M4 CORRIDOR AROUND NEWPORT SHEET 5 OF 16 M4CaN - DJV - HDG - ZG_GEN - DR - CD - 0005 KEY PLAN: 1:2500 INFORMATION SAFETY, HEALTH AND ENVIRONMENTAL (Reference shall also be made to the design hazard log). detailed on this drawing, note the following significant residual risks In addition to the hazards/risks normally associated with the types of work Construction Maintenance / Cleaning Use Decommissioning / Demolition FIN DRAINS NOT SHOWN FOR CLARITY. TO BE HCD F18 TYPE 7. 3. ONLY WRITTEN DIMENSIONS SHALL BE USED, DO NOT SCALE. 2. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. 1. GENERAL NOTES: No exceptional risks Main bridge drainage to outfalls at bridge abutment Culverts partially submerged No exceptional risks No exceptional risks AC DOL HR 26/08/16 AC DOL HR AC DOL HR ISSUE 3 ISSUE 2 ISSUE 27/01/16 SUPPLEMENTARY ISSUE FINAL ISSUE TO WG 05/12/16 SUPPLEMENTARY ISSUE AND REEN MITIGATION FIGURE SR2.5 HIGHWAY DRAINAGE ISSUE 3 AC 05/12/2016 05/12/2016 DOL HR 05/12/2016 05/12/2016 KEN Date Scale Drawing Title Project Title Drawing Status DO NO T S CA LE Date Date Date Client Original Size Suitability M illi m e t r e s 100 10 0 A1 Drawing Number Revision Location Type Role Number Project Originator Volume Designed / Drawn Checked Approved Authorised Rev. Date Description By Chk'd App'd Project Team Trwydded yr Arolwg Ordnans 100021874. © Hawlfraint a hawliau cronfa ddata'r Goron 2015. Rhif Survey 100021874. Welsh Government. © Crown Copyright and database right 2015. Ordnance Mud F B F B Ca t t l e gr i d Dr a i n F a r m R e e n O l d D a i r y Ne w Dr ai n Da i r y ETL F B F B F B Dr ai n D r a i n Dr a i n We n tl oog e L e v e l F B F B Ref us e T i p Mud i v e r ( Af on Ebwy ) Wat er Tr ack Mud Mud Mud Tr ack Mu d Def E D B d y Mean Hi gh Wat er Coll ect s Mean Hi gh Wat er Mean Low Wat er Mean Hi gh Wat er Col l ect s Col l ect s L Col T r ac k Mud Wat er E D B dy Def Mud Mud ( Af on Ebwy ) Ebbw Ri v e r Mud Mud CCLW Mud Dr ai n Tr ack ED Bdy L Twr L Twr L Twr TOM LEWI S WAY Wat er Wat er Tr ack Def ED Bdy ML W Mud Dr a i n Dr ai n Dr a i n D r a i n 7. 3m Dr a i n Wa t e r D r a i n ET L Mu d 13. 2m Dr a i n Mud T r e de gar Pill Dr ai n I s s ue s Mean Hi gh Wat e r Me an Hi gh Wat e r ( A f on Eb wy ) Dr a i n Ebb w Ri v e r Mud Dr ai n L I GHT HOUS E R OAD ET L Dr ai n MP 160. 5 T r ac k D e f E D B d y E D B d y CS C R ED Bdy CCL W De f Dr ai n Dr a i n 7. 0m Dr ai n PENCARN LANE Dr ai n Ol d Dai r y Ree n 7. 0m Dr ai n D r a i n Dr ai n D r a i n PONT - Y- 6. 9m HEOL D r a i n Pont - y - c w c w Ree n Drain Sl ui ce D r a i n CWCW F B 13. 3m MP 1 6 1 . 2 5 T r ac k D r a i n We n tl o o g e L e v e l 6. 7m 6. 7m F B 6. 9m ETL D r a i n D r a i n D r a i n Dr a i n T r ac k Dr ai n Pond F a r m Wh it e c r o s s Sl ui ce F B Tank 30 36 4 5 S Ga n t r y 35 4O Mas t ( Tel ecommuni cati on) Landi ng St age B o l l a r d s Bol L Twr Bol L Twr Bol B o l l a r d s L Twr L Twr Sl opi ng mas onr y L Twr Bol Bol El Sub St a Wei ghbr i dges T r a v e l l i n g C r a n e Conveyor B o ll a r d s WBs Bol L Twr B o l l a r d s 8. 8m Bol Bol 8. 8m T i m be r St or age She d L Twr Bol Wei ghbr i dge Tank Bol Bol l ar d Boll ar ds L Twr Bol l ar d Bol l ar ds Bol l ar d Bol SM Tank Tank Tower SM SM SM SM MoP El Sub St a T r a v e l l i n g C r a n e N o r t h Q u a y Conveyor s Tank J et t y Boll ar ds Bol l ar d J et t y Bol Boll ar d Bol Bol l ar d S t o r a g e S h e d 10. 4m Bol l ar d L Twr Bol l ar d 10. 4m Sl opi ng masonr y Bol WBs Wei ghbr i dge 10. 4m Li ght i ng Tower Ti mber Yar d L Col L Col El Sub St a L Col L Col L Col El Sub St a Level Cr os s i ng Level Cr os s i ng Tanks SM SM Rail way Cr os s i ng J et t y ( di s us ed) ESS Tank WB A LE X A ND R DOC K S RI V E R E BB W DO C K S W AY J UN C T I ON RI V E R E BB W S OU T H DO C K 7600 7700 7800 7900 8000 8100 8200 8300 8400 8 5 00 8600 8700 8800 8900 9000 9100 9200 93 0 0 94 00 9 50 0 REEN CULVERT SMN-0775 OLD DAIRY REEN CULVERT SMN-0800 PONT Y CWCW REEN BRIDGE SBR-0835 SEA WALL CULVERT REPLACEMENT REEN SMN-0805 PONT Y CWCW FARM CULVERT SMN-0810 NEW DAIRY CULVERT REEN FIELD ACCESS SMN-0770 OLD DAIRY OLD DAIRY REEN PONT Y CWCW REEN SEA WALL REEN F OR CONT I NUAT I ON SEE DRAW I NG M 4 Ca N- DJ V- HDG- Z G_ GEN- DR- CD- 0004 F OR CONT I NUAT I ON SEE DRAW I NG M 4 Ca N- DJ V- HDG- Z G_ GEN- DR- CD- 00 0 6 F O R C O N T I NUA T I ON S EED R A WI NG M4 C a N - D J V - H DG - Z G - G E N - D R - C D - 00 16 W81 W77a W77 W94 CROSSING DRAINAGE OUTFALL FROM USK TO RIVER EBBW WEST OUTFALL TO RIVER EBBW EAST OUTFALL 03 LEGEND: INTEREST BOUNDARY SITE OF SPECIAL SCIENTIFIC INDIRECT LOSS FIELD DITCHES POTENTIAL NRW ACCESS (IN ABEYANCE) PROPOSED NRW TILTING WEIR/PENSTOCK EXISTING NRW SLUICE COMBINED KERB DRAINAGE GRASSED CHANNEL WITH CARRIER PIPE - HCD F1 BELOW CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12 CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12 CARRIER PIPE - HCD F1 GRASSED CHANNEL IN BOX CULVERT CONCRETE HEADWALL PETROL INTERCEPTOR INTAKE CHAMBER - HCD F22 & F24 CATCHPIT - HCD F11 / MANHOLE - HCD F4, F5, F6 & F7 CARRIER PIPE - HCD F1 BELOW COMBINED KERB DRAINAGE WITH PROPOSED CULVERT EXISTING CULVERT TO BE RETAINED EXISTING FIELD DITCH TO BE FILLED EXISTING REEN TO BE FILLED EXISTING REEN FILTER DRAIN - HCD F2 HIGHWAY CUT OFF DITCH REPLACEMENT FIELD DITCH REPLACEMENT REEN

Transcript of JUNCTION - bailey.persona-pi.combailey.persona-pi.com/Public-Inquiries/M4-Newport/C... · intake...

Page 1: JUNCTION - bailey.persona-pi.combailey.persona-pi.com/Public-Inquiries/M4-Newport/C... · intake chamber - hcd f22 & f24 catchpit - hcd f11 / manhole - hcd f4, f5, f6 & f7 carrier

M4 CORRIDOR AROUND NEWPORT

SHEET 5 OF 16

M4CaN - DJV - HDG -

ZG_GEN - DR - CD - 0005

KEY PLAN:

1:2500

INFORMATION

SAFETY, HEALTH AND ENVIRONMENTAL

(Reference shall also be made to the design hazard log).

detailed on this drawing, note the following significant residual risks

In addition to the hazards/risks normally associated with the types of work

Construction

Maintenance / Cleaning

Use

Decommissioning / Demolition

FIN DRAINS NOT SHOWN FOR CLARITY. TO BE HCD F18 TYPE 7.3.

ONLY WRITTEN DIMENSIONS SHALL BE USED, DO NOT SCALE.2.

ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.1.

GENERAL NOTES:

No exceptional risks

Main bridge drainage to outfalls at bridge abutment

Culverts partially submerged

No exceptional risks

No exceptional risks

AC DOL HR26/08/16

AC DOL HR

AC DOL HR

ISSUE 3

ISSUE 2

ISSUE 27/01/16

SUPPLEMENTARY ISSUE

FINAL ISSUE TO WG

05/12/16 SUPPLEMENTARY ISSUE

AND REEN MITIGATION

FIGURE SR2.5 HIGHWAY DRAINAGE

ISSUE 3

AC

05/12/2016 05/12/2016

DOL HR

05/12/2016 05/12/2016

KEN

Date

Scale

Drawing Title

Project TitleDrawing Status

DO N

OT S

CA

LE

Date Date DateClient Original Size

Suitability

Millim

etres

100

10

0

A1

Drawing Number Revision

Location Type Role Number

Project Originator Volume

Designed / Drawn Checked Approved Authorised

Rev. Date Description By Chk'd App'd

Project Team

Trwydded yr Arolwg Ordnans 100021874.

© Hawlfraint a hawliau cronfa ddata'r Goron 2015. Rhif

Survey 100021874. Welsh Government.

© Crown Copyright and database right 2015. Ordnance

Mud

FB

FB

Cattle grid

Drain

Farm

Reen

Old Dairy

New

Drain

Dairy

ETL

FB

FB

FB

Drain

Drain

Drain

Wentlo

oge Le

vel

FB

FB

Refuse Tip

Mud

Ebb

w

River (Afo

n

Eb

wy)

Water

Track

Mud

Mud

Mud

Track

Mud

Def

ED Bdy

Mean

Hig

h

Water

Colle

cts

Mean

Hig

h

Water

Mean

Lo

w

Water

Mean

Hig

h

Water

Colle

cts

Colle

cts

L Col

Track

Mud

Water

ED Bdy

Def

Mud

Mud (

Afo

n

Eb

wy)

Ebb

w

River M

ud

Mud

CC

LW

Mud

Drain

Track

ED

Bdy

L Twr

L Twr

L Twr

TO

M

LE

WIS

WA

Y

Water

Water T

rack

Def

ED

Bdy

MLW

Mud

Drain

Drain

Drain

Drain

7.3

m

Drain

Water

Drain

ETL

Mud

13.2

m

Drain

Mud

Tredegar

Pill

Drain

Issues

Mean

Hig

h

Water

Mean

Hig

h

Water

(Afo

n

Eb

wy)

Drain

Ebb

w

River

MudDrain

LIGHTHOUSE

ROAD

ETL

Drain

MP 160.5

Track

Def

ED Bdy

ED Bd

y

CS

CR

ED

Bdy

CC

LW

Def

Drain

Drain

7.0

m

Drain

PEN

CAR

N LANE

Drain

Old

Dairy

Reen

7.0

m

Drain

Drain

Drain

Drain

PO

NT-

Y-

6.9

m

HE

OL

Drain

Pont-

y-

cw c

w

Reen

Drain

Sluice

Drain

CW

CW

FB

13.3

m

MP 161.25

Track

Drain

Wentlo

oge Le

vel

6.7

m

6.7

m

FB

6.9

m

ETL

Drain

Drain

Drain

Drain

Track

Drain

Pond

Farm

White

cross

Sluice

FB

Tank

30

36

45

S Gantry

35

4O

Mast

(Telecom

municatio

n)

Landing Sta

ge

Bollards

Bol

L Twr

Bol

L Twr

Bol

Bollards

L Twr

L Twr

Sloping

maso

nry

L Twr

Bol

Bol

El

Sub Sta

Weighbrid

ges

Travelling Crane

Conve

yor

Bollards

WBs

Bol

L Twr

Bollards 8.8

m

Bol

Bol

8.8

m

Tim

ber

Storage

Shed

L Twr

Bol

Weighbrid

ge

Tank

Bol

Bollard

Bolla

rds

L Twr

Bollard

Bolla

rds

Bollard

Bol

SM

Tank

Tank

Tower

SM

SM

SM

SM

MoP

El

Sub Sta

Travelling Crane

North Quay

Conve

yors

Tank

Jetty

Bolla

rds

Bollard

Jetty

Bol

Bollard

Bol

Bollard

Storage Shed

10.4

m

Bollard

L Twr

Bollard

10.4

m

Slo

pin

g

masonry

Bol

WBs

Weighbrid

ge

10.4

m

Lightin

g To

wer

Timber

Yard

L Col

L Col

El

Sub Sta

L Col

L Col

L Col

El

Sub Sta

Level

Crossin

g

Level

Crossin

g

Tanks

SM

SM

Railw

ay

Crossin

g

Jetty(d

isuse

d)

ESS

Tank

WB

ALEXANDR

A

DO

CKS

RIV

ER E

BB

W

DOCKS WAY

JUNCTION

RIV

ER E

BB

W

SOUTH

DOCK

7600 7

700 7

800 7900

8000

8100 8200

8300

8400

8500

8600

8700

8800

8900

9000

9100

9200

9300 9400

9500

REEN CULVERT

SMN-0775 OLD DAIRY

REEN CULVERT

SMN-0800 PONT Y CWCW

REEN BRIDGE

SBR-0835 SEA WALL

CULVERT

REPLACEMENT REEN

SMN-0805 PONT Y CWCW

FARM CULVERT

SMN-0810 NEW DAIRY

CULVERT

REEN FIELD ACCESS

SMN-0770 OLD DAIRY

OLD DAIRY REEN

PONT Y CWCW REEN

SEA WALL REEN

FO

R C

ON

TIN

UA

TIO

N S

EE D

RA

WIN

G

M4

Ca

N-D

JV-H

DG-Z

G_

GE

N-D

R-C

D-0

004

FO

R C

ON

TIN

UA

TIO

N S

EE D

RA

WIN

G

M4

Ca

N-D

JV-H

DG-Z

G_

GE

N-D

R-C

D-0

006

FOR CONTINUATION SEE DRAWING

M4CaN-DJV-HDG-ZG-GEN-DR-CD-0016

W81

W77a

W77

W94

CROSSING DRAINAGE

OUTFALL FROM USK

TO RIVER EBBW

WEST OUTFALL

TO RIVER EBBW

EAST OUTFALL

03

LEGEND:

INTEREST BOUNDARY

SITE OF SPECIAL SCIENTIFIC

INDIRECT LOSS FIELD DITCHES

POTENTIAL NRW ACCESS (IN ABEYANCE)

PROPOSED NRW TILTING WEIR/PENSTOCK

EXISTING NRW SLUICE

COMBINED KERB DRAINAGE

GRASSED CHANNEL

WITH CARRIER PIPE - HCD F1 BELOW

CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12

CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12

CARRIER PIPE - HCD F1

GRASSED CHANNEL IN BOX CULVERT

CONCRETE HEADWALL

PETROL INTERCEPTOR

INTAKE CHAMBER - HCD F22 & F24

CATCHPIT - HCD F11 / MANHOLE - HCD F4, F5, F6 & F7

CARRIER PIPE - HCD F1 BELOW

COMBINED KERB DRAINAGE WITH

PROPOSED CULVERT

EXISTING CULVERT TO BE RETAINED

EXISTING FIELD DITCH TO BE FILLED

EXISTING REEN TO BE FILLED

EXISTING REEN

FILTER DRAIN - HCD F2

HIGHWAY CUT OFF DITCH

REPLACEMENT FIELD DITCH

REPLACEMENT REEN

Page 2: JUNCTION - bailey.persona-pi.combailey.persona-pi.com/Public-Inquiries/M4-Newport/C... · intake chamber - hcd f22 & f24 catchpit - hcd f11 / manhole - hcd f4, f5, f6 & f7 carrier

M4 CORRIDOR AROUND NEWPORT

M4CaN - DJV - HDG -

ZG_GEN - DR - CD - 0016

KEY PLAN:

1:2500

FIN DRAINS NOT SHOWN FOR CLARITY. TO BE HCD F18 TYPE 7.3.

ONLY WRITTEN DIMENSIONS SHALL BE USED, DO NOT SCALE.2.

ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.1.

GENERAL NOTES:

INFORMATION

SAFETY, HEALTH AND ENVIRONMENTAL

(Reference shall also be made to the design hazard log).

detailed on this drawing, note the following significant residual risks

In addition to the hazards/risks normally associated with the types of work

Construction

Maintenance / Cleaning

Use

Decommissioning / Demolition

No exceptional risks

Maes Glas Pill Culvert access

No exceptional risks

No exceptional risks ISSUE 3

AND REEN MITIGATION

FIGURE SR2.5 HIGHWAY DRAINAGE

ISSUE 3

ISSUE 2

ISSUE 27/01/16

26/08/16

05/12/16 SUPPLEMENTARY ISSUE

SUPPLEMENTARY ISSUE

FINAL ISSUE TO WG AC

AC

AC DOL

DOL

DOL HR

HR

HR

SHEET 16 OF 16

AC

05/12/2016 05/12/2016

DOL HR

05/12/2016 05/12/2016

KEN

03

Date

Scale

Drawing Title

Project TitleDrawing Status

DO N

OT S

CA

LE

Date Date DateClient Original Size

Suitability

Millim

etres

100

10

0

A1

Drawing Number Revision

Location Type Role Number

Project Originator Volume

Designed / Drawn Checked Approved Authorised

Rev. Date Description By Chk'd App'd

Project Team

Trwydded yr Arolwg Ordnans 100021874.

© Hawlfraint a hawliau cronfa ddata'r Goron 2015. Rhif

Survey 100021874. Welsh Government.

© Crown Copyright and database right 2015. Ordnance

NTL

ET

L

ET

L

123

65

121

17

Maes-glas Pill

Ebb

w

Riv

er (Afon

Eb

wy)

Pond

Level of Mendalgief

Weir

Afon Eb

wy/Ebb

w River

masonry

Wentlooge Level

DOCKS W

AY

Slo

pin

g

masonry

Sig

nal

Lig

ht

SM

113

Slo

pin

g

125

SL

Sig

nal

Lig

ht

128

1

114

126

104

69

2

131

111

40

MP 160.2

5

Industrial Estate

143

3

(site of)

Maes-glas Reen

MAES

GL

AS

AV

EN

UE

126

127

MAESGLAS CLOSE

128

Level of Mendalgief

Inspection

MAES

GL

AS R

OA

D

Club

MH

101

80

ET

L

137

10.7m

28

90

1

Earthworks

130

4

92

114

Chamber

125

102

Maesglas

Castell Glas

16

DOCKS W

AY

Weir

138

14.3m

SL

15

103

Wentlooge Level

Refuse Tip

Mud

Mean

Hig

h

Water

Mud

Ebb

w River (Afon Eb

wy)

Slo

pin

g

masonry

Water

Track

Weir

Slo

pin

g

masonry

Track

Slo

pin

g

masonry

Mud

Mud

Mean

Hig

h

Water

Mud

Outf

all

Mud

ET

L

Track

Mud

Outfall

Drain

MP 160.5

Drain

Ppg Sta

Tanks

Wentlooge Level

Drain

ET

L

Afon E

bwy/E

bbw

River

Sea

Wall

Reen

Drain

Drain

Sewage

Gantry

Foot Bridge

ML

W

Track

Track

Def

ED Bd

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Ward

Bdy

CR

CD

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ED

Bdy

ED

Bdy

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MH

W

&

ML

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MH

W

&

ML

W

MH

W

&

ML

W

MH

W

ML

W

Mean

Hig

h

Water

Mean

Hig

h

Water

Refuse Tip (public)

Refuse Tip

Refuse Tip

Refuse Tip

Tank

Tank

MAESGLAS CRESCENT

El

WB

El Sub Sta

and Nursery School

ESS

ElectricityDistribution Site

WB

Path (u

m)

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Sub Sta

Play Area

DrainUp

per

Great

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een

DOCKS WAY

22

El S

ub Sta W

EST

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Y R

OA

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7.3m

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EE

NWIC

H

RO

AD

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7.0m

7.6m

21

1

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88

80

2

3

12

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19 12a

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s

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Playground

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BID

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OA

D

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13

89

Industrial Estate

59

El Sub Sta

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93

99

97

Gas Gov

Shelter

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Saw Mill

Saw MillTank

TimberYard

Water

Water

Track

WE

ST

WA

Y

RO

AD

Def

ED

Bdy

MLW

MLW

Mud

Drain

Tredegar Pill

MP 160.75

CS

Def

ETL

Sports Ground

8.8m

8.5m

Mud

Sand

Pond

Cold

Harbour

Reach

Slo

pin

g

masonry

8.5m

8.8m

8.5m

Mud

Bolla

rds

CCL

W

Co

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Asly

Const

& E

D

Bdy

Tank

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MH

W

River

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Wysg)

Travellin

g

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Lighting Tower

Bolla

rds

Bollards

Bollard

Bollard

s

Bol

Dolphins

Bollard

Bols

Bollard

Dolphin

Bollard

Graving Do

ck

9.1m

Bolla

rds

Outfall

ETL

9.1m

9.1m

8.8m

Jetty

9.4m

Bollard

L Twr

9.1m

(disused)

Bolla

rds

Bollard

Jetty

Mud

Mud

(disused)

WB

(disused)

Mud

Chy

9.1m

9.1m

Bollard

s

ET

L

8.8m

Bollard

Pier

Bolla

rds

8.8m

Track

Jetty

Mud

L Twr

El Sub Sta

Transit

Shed

Mud

Mud

(disused)

9.1m

Cold

Harbour

Reach

Post

(disused)

Bolla

rds

Dolphins

Dolphins

9.1m

Bollard

Bollard

Bollard

Bollard

Bolla

rds

Bollard

Bolla

rds

Jetty

Hall

Bollard

Timber

9.4m

Jetty

Yard

Dolphins

El Sub Sta

Dolphins

Dolphins

9.4m

FS

Tim

ber

Yard

(disused)

Bollard

Bollards

Bols

Bolla

rds

Bollard

s

Bol

Bollards9.0m

Sloping masonry

8.8m

Stor

age

Shed

Caisson

10.4m

L Twr

Bollards

Bollard

Central

Works

hops

9.4m

Bollard

Bol

Cn

9.4m

Bol

Bollard

L

Twr

9.1m

Bollards

Bol

Bollards

Weighbridge

Bollards

SM

Lighting Tower

L Col

El Sub Sta

Mast

L Col

L Col

Timber Yard

L Col

L Col

L Col

L Col

L Col

L Col

El Sub Sta

El Sub Sta

Level Crossing

Co

Const,

Asly

Const

&

ED

Bdy

CC

LW

Mean High Water

Mean

Hig

h

Water

Mud

L Twr

Mud

Path (u

m)

Mean

Hig

h

Water

Caldicot Level

Mean

High

Water

The

Stage

Newport DocksNorth Dock

Tanks

SM

SM

Lighting Tower

Port Office Building

North

Quay

Quay

Quay

Quay

Graving Dock

Landing Stage

El Sub Sta

WB

9.1m

PH

Shingle

PO

PC

15

BR

UNEL

Bollard

1

8.5m

to Seamen)

8.8m

Shingle

MP

105

107

Old

Dock Reach

Transporter Bridge

Travellin

g

Crane

9.1m

Sub

USK WAY

L Twr

Tower

111

SM

US

K

WA

Y

Crow Point

PH

AL

EX

AN

DR

A

RO

AD

101

116

108

Tank

Mud

Mud

8.8m

El

2

8.8m

Mud

103

BRUNEL STREET

20

Cold

Harbour

Reach Pond

The Flying Angel

ETL

12

Neptune Works

Tower

42

8.5m

(The Missions

Wharf

Lewis House

7.9m

100

Sta

STREET

6

Sand

STEPHENSON STREET

38

Tower

10

Lighting

14

13

8.8m

11

6

23

2

13

1

5

23

1

HOUSE

22

1

24

USK WAY

92

PARADE

2

DAVID

CLOSE

25

Timber Yard

13

Bol

8.5m

88

24

WATCH

7

5

WINGATE

STREET

Lighting Tower

8.3m

9

MIL

L P

AR

AD

E

Drain

CC

LW

C Transporter Bridge

Co

Const,

Asly

Const

&

ED

Bdy

CR

(Afon

Wysg)

Riv

er

Usk

Mean

High

Water

Mud

Mud

Caldicot Level

Mud

EA

ST

WA

Y

RO

AD

ESSs

Dog

WATCH HOUSE

PARADE

Tanks

Workshop

Transport Bridge

Pound

Mean

Hig

h

Water

VisitorCentre

9300

PILL CULVERT EXTENSION

SMN-0905A MAES-GLAS

SOUTHERN DISTRIBUTOR ROAD

RIV

ER U

SK

NORTHDOCK

DO

CKS R

AIL

WA

Y

EAS

T W

AY R

OA

D

0+000.0

00

0+100.0

000

+200.000

0+300.0

00

0+400.0

00

0+500.0

00

0+554.3

77

0+554.3

77

0+000.000

0+100.000

0+200.000

0+300.000

0+400.000

0+500.000

0+600.000

0+700.000

0+800.000

FOR CONTINUATION SEE DRAWING

M4CaN-DJV-HDG-ZG-GEN-DR-CD-0005

LEGEND:

INTEREST BOUNDARY

SITE OF SPECIAL SCIENTIFIC

INDIRECT LOSS FIELD DITCHES

POTENTIAL NRW ACCESS (IN ABEYANCE)

PROPOSED NRW TILTING WEIR/PENSTOCK

EXISTING NRW SLUICE

COMBINED KERB DRAINAGE

GRASSED CHANNEL

WITH CARRIER PIPE - HCD F1 BELOW

CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12

CONCRETE CHANNEL - HCD F21 & B3 & B7 & B12

CARRIER PIPE - HCD F1

GRASSED CHANNEL IN BOX CULVERT

CONCRETE HEADWALL

PETROL INTERCEPTOR

INTAKE CHAMBER - HCD F22 & F24

CATCHPIT - HCD F11 / MANHOLE - HCD F4, F5, F6 & F7

CARRIER PIPE - HCD F1 BELOW

COMBINED KERB DRAINAGE WITH

PROPOSED CULVERT

EXISTING CULVERT TO BE RETAINED

EXISTING FIELD DITCH TO BE FILLED

EXISTING REEN TO BE FILLED

EXISTING REEN

FILTER DRAIN - HCD F2

HIGHWAY CUT OFF DITCH

REPLACEMENT FIELD DITCH

REPLACEMENT REEN