BRIMSCOMBE

VARIOUS WAREHOUSE ENTERPRISES

RIVER FROME

RIVER FROME

(BRIMSCOMBE PORT INDUSTRIAL ESTATE)

METAL BUILDING

UNIT 6

MILL

DENSE VEGETATIONLIMITED ACCESSRIVER FROME

DENSE VEGETATIONLIMITED ACCESS

BRIM

SCO

MBE

HIL

L

PORT LANE

A419 - LONDON ROAD

NOAH

S ARK

STROUD HAND CAR WASH

BRIMSCOM

BE HILL

CANAL

RIVE

R FR

OM

ERIVER FROME

DENSE VEGETATIONLIMITED ACCESS

BUSSTOP

D

r

a

i

n

MP

99.75

C

l

e

e

v

e

W

h

i

t

e

H

o

u

s

e

1

t

o

5

H

o

u

s

e

PW

Laurels

C

l

e

e

v

e

Brentwood

Lugano

Port

Terrace

1

The

C

o

t

t

Wharf

East

Cottage

6

9

.

9

m

FB

Bourne Mills

7

0

7

5

Bourne

House

7

6

T

h

e

C

l

e

e

v

e

s

E

l S

ub S

ta

5

P

OPenrith

House

5

S

p

o

u

t

S

p

o

u

t

The

Laburnums

Conway

C

o

t

t

a

g

e

S

p

r

i

n

g

f

i

e

l

d

House

V

i

l

l

a

O

s

b

o

r

n

e

H

o

u

s

e

4

5

6

S

p

r

i

n

g

f

i

e

l

d

R

o

c

k

C

o

t

t

a

g

e

W

h

a

r

f

s

i

d

e

V

i

e

w

The Firs

1

EXISTING RIVER CHANNEL

TO BE MODIFIED TO TIE

INTO NEW CHANNEL.

PROPOSED WAITING

MOORING FOR NARROW

SECTION BENEATH BRIDGE.

EXISTING LISTED STONE

WALL TO BE RETAINED.

REINSTATED CANAL

TO TIE INTO EXISTING

CANAL AT BRIDGE.

BOURNE BRIDGE

AND LOCK

BRIMSCOMBE MILL

(LISTED)

5m WIDE ENVIRONMENT

AGENCY ACCESS STRIP.

BL 55.05

BL 55.15

WL 56.60

WL 56.60

WL 57.10

57.70

57.70

57.70

57.70

57.70

BL 55.60

BL 55.60

PROPOSED

MOORINGS.

PROPOSED NEW

CANAL BASIN.

PROPOSED

WINDING HOLE.

PROPOSED REINSTATED CANAL. MIN.

WIDTH: 7m OVER-WIDENED ON BENDS TO

ACCOMMODATE VESSEL MOVEMENTS.

2m WIDE TOWPATH PROVIDED.

PROPOSED LOCK

WAITING MOORING.

WL 57.10

WL 57.10

WL 57.10

BL 55.60

BL 55.60

57.70

57.70

57.70

57.70

57.70

58.20

57.70

58.20

57.70

BL 55.60

58.20

57.70

58.20

PROPOSED BAT HOUSE.

DIMENSIONS SUBJECT

TO CONFIRMATION.

57.70

PROPOSED PEDESTRIAN

SWING BRIDGE. DETAILS

SUBJECT TO CONFIRMATION.

EXISTING RIVER CHANNEL TO REMAIN

UNCHANGED WITH THE EXCEPTION

OF WESTERN BANK WHERE BUILDING

IS TO BE DEMOLISHED.

SALT WAREHOUSE

(LISTED)

PROPOSED NEW

RIVER CHANNEL

REPLACING

CULVERT.

POSSIBLE CANAL FEEDER

LOCATION. SIZE SUBJECT

TO CONFIRMATION.

BL 54.94

55.60

PROPOSED WEIR AT LIMIT

OF NEW CANAL TO

PERMIT SPILL INTO RIVER.

CREST LEVEL: 57.10mAOD

PROPOSED NEW RIVER CHANNEL

TO TIE BACK INTO EXISTING

RIVER FROME CHANNEL.

CHANNEL MAY REQUIRE

RE-GRADING TO SUIT LEVEL OF

UPSTREAM PROPOSED CHANNEL.

PROPOSED SPILLWAY TO

DIRECT OVERFLOWING

WATER INTO RIVER.

EXISTING CHANNEL BANK

TO BE LOWERED TO

ACCOMMODATE SPILLWAY.

EXISTING HIGHWAY

ACCESS TO BE RETAINED.

57.66

57.70

PROPOSED FOUL WATER

SEWER DIVERSION.

PROPOSED SEWER

EASEMENT. WIDTH: 10m

EXISTING FOUL WATER

SEWER TO BE ABANDONED.

EXISTING FOUL WATER

SEWER TO BE ABANDONED.

PROPOSED FOUL WATER

SEWER DIVERSION.

450Ø

4

5

0

Ø450Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

4

5

0

Ø

FD01

FD02

FD03

FD04

FD05

FD10

FD11

FD12

FD13

FD14

FD15

IL

5

3

.7

2

IL

5

3

.7

2

I

L

5

4

.

5

6

IL

5

4

.1

5

IL

5

3

.8

7

I

L

5

3

.

8

7

I

L

5

3

.

8

5

IL

5

3

.8

5

I

L

5

5

.

9

7

I

L

5

5

.

9

7

I

L

5

6

.

0

2

IL 56.23

IL 56.23

IL 5

6.0

2

IL 5

6.1

0

IL

5

6

.1

0

IL

5

6

.1

3

IL 56.13

IL 54.56

IL

5

3

.9

1

I

L

5

4

.

1

5

IL

5

3

.9

1

PROPOSED FOUL WATER

SEWER DIVERSION.

PROPOSED 10m WIDE

SEWER EASEMENT.

8

2

5

Ø

8

2

5

Ø

1

5

0

0

x

9

0

0

EXISTING MILL RACE TO BE

RETAINED. LINE SUBJECT

TO CONFIRMATION.

UPSTREAM END OF EXISTING MILL

RACE SHOWN INDICATIVELY. LOCATION

SUBJECT TO CONFIRMATION.

S

N

1

.

0

0

0

1

2

0

0

Ø

S

N

1

.

0

0

1

1

2

0

0

Ø

S

N

1

.

0

0

2

1

2

0

0

Ø

S

N

1

.

0

0

3

1

2

0

0

Ø

S

N

1

.

0

0

4

1

2

0

0

Ø

S

N

1

.

0

0

5

1

2

0

0

Ø

S

N

1

.

0

0

6

1

2

0

0

Ø

S

N

1.007 1200Ø

S

N

1

.0

0

9

1

2

0

0

Ø

S

N

1

.0

1

0

5

2

5

Ø

S

2

.

0

0

0

2

2

5

Ø

SN1

SN2

SN3

SN4

SN5

SN6

SN7

SN8

SN9

SN10

SN12

S

N

1

.0

0

8

1

2

0

0

Ø

SN11

F

N

1

.

0

0

0

1

5

0

Ø

F

N

1

.

0

0

1

1

5

0

Ø

F

N

1

.

0

0

2

1

5

0

Ø

F

N

1

.

0

0

3

1

5

0

Ø

F

N

1

.

0

0

4

1

5

0

Ø

F

N

1

.

0

0

5

1

5

0

Ø

F

N

2

.

0

0

3

1

5

0

Ø

F

N

2

.0

0

2

1

5

0

Ø

F

N

2

.0

0

1

1

5

0

Ø

F

N

2

.0

0

0

1

5

0

Ø

F

N

1

.

0

0

6

1

5

0

Ø

F

N

1

.

0

0

7

1

5

0

Ø

FN1

FN2

FN3

FN4

FN5

FN6

FN11

FN10

FN9

FN8

FN7

FN12

PROPOSED FOUL WATER SEWERS

TO DISCHARGE INTO DIVERTED

FOUL WATER SEWER.

PROPOSED FLOW CONTROL.

HYDROBRAKE OR EQUIVALENT.

MAXIMUM DISCHARGE RATE:

140L/S @ 1.2M HEAD.

SN13

(HW)

PROPOSED SEWER

CROSSING UNDER RIVER.

ROCK TO BE PLACED OVER

TO ACHIEVE MIN. 0.6M COVER.

DENSE VEGETATIONLIMITED ACCESS

ORCHARD LANE

A419 - LONDON ROAD

BRIMSCOM

BE HILL

DENSE VEGETATION

LIMITED ACCESS

DENSE VEGETATIONLIMITED ACCESS

DENSE VEGETATIONLIMITED ACCESS

BUSSTOP

SP

1

W

e

s

t

o

n

V

i

l

l

a

T

h

e

C

l

e

e

v

e

s

2

W

o

r

k

s

O

r

c

h

a

r

d

s

E

n

d

TCB

Meml

War

W

o

r

k

s

5

GOUGH'S ORCHARD

BRIDGE AND LOCK

BL 54.94

PROPOSED NEW RIVER CHANNEL

TO TIE BACK INTO EXISTING

RIVER FROME CHANNEL.

CHANNEL MAY REQUIRE

RE-GRADING TO SUIT LEVEL OF

UPSTREAM PROPOSED CHANNEL.

EXISTING CHANNEL BANK

TO BE LOWERED TO

ACCOMMODATE SPILLWAY.

EXISTING HIGHWAY

ACCESS TO BE RETAINED.

EXISTING SPOIL HEAP TO BE REMOVED.

MATERIAL TO BE ANALYSED TO DETERMINE

SUITABILITY FOR RE-USE AS FILL MATERIAL.

EXISTING ACCESS TO BE MAINTAINED

FOLLOWING COMPLETION OF PHASE 1.

EXISTING ACCESS TO BE

MAINTAINED FOLLOWING

COMPLETION OF PHASE 1.

PROPOSED FOUL WATER

SEWER DIVERSION.

EXISTING MILL RACE TO BE

RETAINED. LINE SUBJECT

TO CONFIRMATION.

S

N

1

.0

1

0

5

2

5

Ø

SN13

(HW)

TEMPORARY OUTFALL

HEADWALL INTO EXISTING

RIVER FROME CHANNEL.

P01 21/12/17 FIRST ISSUE PJB CB MAS

P02 05/06/18

ABUTMENTS FOR SWING BRIDGE OVER CANAL

ADDED.

PJB CB MAS

P03 29/06/18

NATURAL RIVER BANK ADDED TO PROPOSED

RIVER CHANNEL. FOUL WATER DIVERSION

REVISED. ROCK RAMP ADDED DOWNSTREAM OF

EXISTING WEIR.

PJB CB MAS

P04 05/04/19

DRAINAGE LAYOUT UPDATED. BRIMSCOMBE HILL

HIGHWAY WORKS REMOVED. NOTES AND LEVELS

UPDATED.

PJB CB MAS

P05 09/04/19

REMOVAL OF EXISTING SPOIL HEAP WEST OF

BRIMSCOMBE HILL SHOWN.

PJB CB MAS

N

Date

DesignedScale

Drawing Title

Project Title

Drawing Status

Date Date Date

Drawn Checked Authorised

Millim

etre

s

10

01

00

Client

Copyright C Atkins Limited (2017)

www.atkinsglobal.com

Original Size

Suitability

Tel:

Fax:

Drawing Number Revision

+44 (0)1214 835000

+44 (0)1214 835252

The Axis

10 Holliday Street

Birmingham

B1 1TF

Rev. Date

Description By

Chk'd

App'd

Filen

am

e: P

:\G

BE

MC

\W

GE

\P

ro

je

cts\C

itie

s\5

15

96

15

B

rim

sco

mb

e P

ort\7

W

IP

\7

1 C

\7

11

C

AD

\D

R\S

ite

W

id

e\5

15

96

15

-A

TK

-Z

Z-B

P-D

R-C

-0

10

3-P

05

In

fra

stru

ctu

re

G

en

era

l A

rra

ng

em

en

t - P

ha

se

1

.d

wg

US

ER

: B

IR

K6

68

5D

ate

: 09

/4/1

9 0

9:4

7:2

7

DO NOT SCALE

BRIMSCOMBE PORT

PROPOSED INFRASTRUCTURE

GENERAL ARRANGEMENT

(PHASE 1)

PJBPJB CB MAS

21/12/1721/12/17 21/12/17 21/12/17

1:500

S2

5159615-ATK-ZZ-BP-DR-C-0103 P

FOR INFORMATION

05

A0

NOTES

1. DO NOT SCALE OFF THIS DRAWING.

2. THIS DRAWING IS BASED ON A TOPOGRAPHICAL SURVEY

UNDERTAKEN BY BERNARD GEOMATICS (JULY 2017).

3. ALL LEVELS SHOWN, EXISTING AND PROPOSED, ARE IN

METRES ABOVE ORDNANCE DATUM.

4. EXISTING SEWERS SHOWN ARE TAKEN FROM SEVERN TRENT

WATER SEWER RECORDS.

5. FOR DETAILS OF THE WORKS COMPRISING PHASES 2 AND 3

REFER TO DRAWING NUMBERS 5159615-ATK-ZZ-BP-DR-C-0100

AND 0103.

6. PROPOSED CANAL HAS BEEN DESIGNED TO ACCOMMODATE

A DESIGN VESSEL WITH A LENGTH OF 22m AND BEAM OF 5m

AS PER STROUD VALLEY CANAL COMPANY (SVCC)

STANDARDS.

7. FOUL WATER SEWER DIVERSIONS ARE SUBJECT TO

DISCUSSION AND CONFIRMATION WITH SEVERN TRENT

WATER.

8. ALL PROPOSED HIGHWAY GEOMETRY IS SUBJECT TO

DISCUSSION AND APPROVAL FROM GLOUCESTERSHIRE

COUNTY COUNCIL.

9. ALL RIVER MODIFICATIONS ARE SUBJECT TO HYDRAULIC

MODELLING AND APPROVAL BY THE ENVIRONMENT AGENCY.

EXISTING CANAL

PROPOSED CANAL

EXISTING RIVER

PROPOSED RIVER

ENVIRONMENT AGENCY ACCESS STRIP

LISTED BUILDING

PROPOSED SEWER EASEMENT

EXISTING COMBINED SEWER

EXISTING FOUL WATER SEWER

PROPOSED CANAL TOWPATH

PROPOSED SURFACE WATER SEWER

PROPOSED FOUL WATER SEWER

PROPOSED DEVELOPMENT BOUNDARY

KEY

SAFETY, HEALTH AND ENVIRONMENTAL

INFORMATION

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

detailed on this drawing, note the following:

CONSTRUCTION

MAINTENANCE/CLEANING

DECOMMISSIONING/DEMOLITION

It is assumed that all works will be carried out by a competent contractor

working, where appropriate, to an approved method statement

CONTAMINATED GROUND INCLUDING ASBESTOS.

GROUNDWATER UNDER ARTESIAN PRESSURE CONTAINED BY

UNDERLYING LIAS CLAY. RISK OF RELEASE IF CLAY LAYER IS

PUNCTURED.

UNMAPPED BURIED SERVICES AND VOIDS.

A419 RETAINING WALL TO BE PROTECTED.

STABILITY OF EXISTING BURIED STRUCTURES (E.G. ORIGINAL

CANAL WALLS) UNKNOWN.

RISK OF CONTAMINATED WATER FROM CANAL ENTERING RIVER.

CONTAMINATED GROUND INCLUDING ASBESTOS.

GROUNDWATER UNDER ARTESIAN PRESSURE CONTAINED BY

UNDERLYING LIAS CLAY. RISK OF RELEASE IF CLAY LAYER IS

PUNCTURED.

A419 RETAINING WALL TO BE PROTECTED.

FO

R C

ON

TIN

UA

TIO

N S

EE

IN

SE

T

FO

R C

ON

TIN

UA

TIO

N S

EE

M

AIN

D

RA

WIN

G

N