HB

2Q

H

B

Q

H

B

Q

H

B

Q

H

B

Q

H

B

Q

H

B

Q

H

B

Q

H

B

Q

H

B

H

B2

H

B2

H

B2

H

B

2

HB

2

H

B

2

H

B

2

HB

2

H

B

2

H

B

2

H

B

2

R=3m

R=10m

R=7.5m

H

B

2

B

N

B

N

BN

BN

EF

150

EF

150

D

L

1

DL1

DL1

D

L

1D

R1

DR

1

D

R

1

D

R

1

R=12m

HB

2

HB

2

HB

2

HB

2

G

G

H

B

2

CK

DO

CK

D

G

H

B2

Q

H

B

HB

2

G

G

G

G

CK

DA

CK

D

CK

D

CK

DA

CKD

CKD

G

C

KD

E

CK

DE

HB

2

BN

BN

B

N

DL1

DR1

DL1

D

L

1

DR1

DR1

HB

2

HB

2

HB

2

E

F

1

5

0

E

F

1

5

0

BN

DR

1

DL1

Y:187472.517

STN C

Z:25.590

X:588745.304

Y:187476.670

STN B

Z:24.942

X:588737.907

SN

TC

25.546

EC

25.607

SP

TC

25.331

TC

25.310

EC

25.634

WC

25.555

CL:25.593

CV

CL:25.594

CV

CL:25.472

CV

CL:25.566

CV

Y:187398.484

STN A

Z:26.581

X:588747.875

25.3

08

25.2

55

SN

TP

25.2

45

25.2

14

25.2

66

25.1

68

25.204

WC

SN

25.1

42

2

5

.

1

2

8

25.094

25.1

43

SN

Di:0.60

Acer

Sp:12.00

Ht:10.00

Di:0.60

Oak

Sp:12.00

Ht:10.00

25.2

53

LP

25.193

WC

25.204

WC

25.2

93

Di:0.40

Acer

Sp:10.00

Ht:8.00

Di:0.60

Acer

Sp:15.00

Ht:10.00

25.3

55

24.7

94

24.727

24.658

Di:0.40

Acer

Sp:10.00

Ht:8.00

24.633

24.5

97

SN

Di:0.20

Acer

Sp:7.00

Ht:6.00

24.5

69

24.5

64

SN

24.5

47

24.5

40

24.5

24

Di:0.20

Ash

Sp:6.00

Ht:5.00

24.5

31

24.5

43

Di:0.50

Acer

Sp:10.00

Ht:8.00

CL:24.462

MH

24.7

51

24.7

69

24.7

73

24.7

79

24.7

93

CL:24.636

MH

24.8

04

24.8

12

LP

24.8

02

24.8

33

24.8

24

24.8

47

24.8

43

24.8

69

LP

25.2

16

26.467

26.344

Di:0.30

Prunus

Sp:7.00

Ht:6.00

LP

25.726

25.541

2

5

.

4

4

5

25.5

46

25.5

76

25.6

04

25.631

25.6

51

25.702

WC

LP

26.277

WC

26.323

WC

LP

26.165

26.078

25.964

25.872

Di:0.50

Oak

Sp:10.00

Ht:10.00

25.914

WC

Di:0.50

Oak

Sp:10.00

Ht:10.00

LP

25.734

SN

2

5

.5

8

0

2

5

.

4

2

8

25.4

57

25.4

45

LP

25.4

01

25.3

79

25.431

WC

25.422

WC

SN

25.3

70

25.4

03

25.4

28

25.4

51

25.4

77

25.5

11

CL:25.437

MH

2

5

.0

5

8

24.840

24.8

08

Di:0.40

Ash

Sp:12.00

Ht:8.00

LP

24.8

04

24.7

90

24.8

76

24.8

85

24.9

00

24.9

17

24.9

31

24.9

56

LP

24.9

77

25.0

13

25.0

36

25.0

48

25.102

24.8

22

Di:0.40

Acer

Sp:10.00

Ht:8.00

24.792

24.7

83

25.533

WC

25.473

WC

Di:0.50

Acer

Sp:10.00

Ht:8.00

24.7

75

24.7

86

24.8

45

SN

LP

24.8

94

24.9

23

SN

25.4

99

25.405

WC

25.429

WC

25.5

34

25.5

45

25.5

67

25.5

86

25.6

16

25.603

GV

25.576

GV

25.851

25.960

26.092

26.232

26.080

WC

26.075

GV

26.270

WC

Di:0.60

Oak

Sp:10.00

Ht:8.00

SN

Y:187472.517

STN C

Z:25.590

X:588745.304

25.575

WC

25.599

WC

CL:25.301

MH

Chg:Safety

Kerb

Tarmac

Conc.

Chg:Safety

Kerb End

1.00 m Ht.

Brick wall

1.00m Ht.

Brick wall

1.80m Ht.

Brick wall

Concrete

Drives

2.00m Ht. Close

Board (CEP) Fence

1.00m Ht.

Brick Wall

Paving Slabs

1.00m Ht.

Brick Wall

1.00m Ht.

Brick Wall

1.00m Ht.

Brick Wall

Concrete

1.20m Ht.

Wrought Iron

Fence

1.20m Ht.

Wrought Iron

Fence

EA

ST

ER

N A

VE

NU

E

Centre line levels

impossible to survey

owing to traffic flow

Centre line levels

impossible to survey

owing to traffic flow

Centre line levels

impossible to survey

owing to traffic flow

Centre line levels

impossible to survey

owing to traffic flow

Chg:Safety

Kerb End

Tarmac

1.00m Ht.

Brick Wall

1.00m Ht.

Brick Wall

EA

ST

ER

N A

VE

NU

E

Paving Slabs

Grass

Grass

Block

Paving

Block

Paving

BO

UR

NM

OU

TH

P

AR

K R

OA

D

1.00 m Ht.

Brick wall

1.00 m Ht.

Brick wall

1.00 m Ht.

Brick wall

Notes:

1. All dimensions in metres.

2. For standard kerbing details, refer to drawing sheet

numbers FW001, FW002 & FW003.

3. For details of kerbing and footway types, refer to

Appendix 11/1.

4. Refer to 0500 series appendices for drainage

specification.

5. Any differences in kerb upstand at the tie-in

between proposed and existing are to be taken out

over a 3m transition length. Upstands at this point

are to match existing.

6. Existing carriageway to be saw cut to accept new

kerb. Any void between kerb face and existing

pavement to be filled with bituminous sealant.

7. Where mortar bed exceeds 50mm thick, ST1

concrete is to be used.

8. Where ST1 or ST4 concrete is used, it is to be in

accordance with BS EN 8500-1 & 2, BS EN 206-1

SHW Cl. 1101 & 2602.

9. For details of new road gullies refer to Appendix 5/1

and MCHW HCD drawing F13.

10. Road gully grating frames shall be set 0-10mm

below finished carriageway surface level.

11. Gully leads that cross the carriageway shall have a

minimum cover of 750mm.

12. Maintenance bay to have a 2.5% crossfall toward

the carriageway.

13. Do NOT scale this drawing.

HB2

G

BN

DL1

DR

1

QHB

CKD

CKDE

CKDA

CKD0

EF150

Key:

Proposed kerb line.

Proposed combined kerb drainage.

Proposed 150mm gully lead to retained

connection

See note 3.

See note 3.

See note 3.

See note 3.

See note 3.

See note 3.

ACO KerbDrain ® Product Code 7959,

KDHB305 1000mm half battered kerb unit.

ACO KerbDrain ® Product Code 4938,

KDHB305 half battered closing end cap.

ACO KerbDrain ® Product Code 7962,

KDHB305 half battered access unit.

ACO KerbDrain ® Product Code 4185,

KDHB615 half battered top and road gully

connector (Ø450mm) unit.

Resurfacing area construction type 1

- footway resurfacing.

New paved area construction type 2

- traffic island construction.

New paved area construction type 3

- maintenance bay

New paved area construction type 4

- tactile at uncontrolled crossing.

New paved area construction type 5

- traffic signal controller concrete plinth.

Proposed gully (trapped). Lead to be

inserted into retained gully connection.

See notes 9 to 11.

Drawing Number

DrawnDate

Drawing Title

Project Title

Southend-on-Sea

Borough Council

Department

for Place

PO Box 5560, Civic Centre

Victoria Avenue, Southend on Sea,

SS2 6ZQ

SBC A1 Titleblock edited by MKW Rev: A1-012017

ReviewDate

CheckedDate

ApprovedDate

Scales @ A1

Revision

Drawing Status

A

1:250

Proposed footway, kerbing

& drainage details

Bournemouth Park Road

Junction Improvement

12/06/2020ETB

SBCC10384-128-SBC-BPR-C-1101

SAFETY, HEALTH AND ENVIRONMENTAL

INFORMATION

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

on this drawing, note the following significant residual risks

Construction

None.

Maintenance/Cleaning

None.

Use

None.

Decommissioning/Demolishing

None.

Revisions

Rev Details Auth Date

A

Original Issue.

- Jun-20

This map is reproduced from Ordnance Survey

material with the permission of Ordnance Survey

on behalf of the Controller of Her Majesty's

Stationary Office © Crown copyright.

Unauthorised reproduction infringes Crown

copyright and may lead to prosecution or civil

proceedings. AL100019680

SBC OS Note edited by MKW Rev: 012017

Drawing Status

Tender

Preliminary

As Constructed

Construction