103.59

103.90

103.76

104.52

103.99

103.28

103.41

1

0

2

.

8

3

103.38

103.29

103.37

102.63

104.04

MH

103.53

104.62

1

0

3

.

2

7

103.33

102.14

1

0

4

.

0

0

104.10

SV

ST

CATV

CL:103.18

Tcl ht:110.8m

103.19

CATV

103.31

103.23

103.39

LC

CATV

103.75

Boll

104.23

103.89

103.27

103.46

103.86

104.09

104.21

104.21

103.65

104.38

104.49

104.56

104.24

104.24

104.20

103.58

103.95

102.90

104.04

104.08

103.66

103.86

103.75

103.77

103.51

103.16

104.55

103.57

104.23

103.58

103.57

103.43

103.09

1

0

2

.

8

6

103.00

103.86

102.90

103.04

103.51

103.71

103.57

103.08

1

0

3

.

2

1

103.27

103.05

104.11

103.28

102.92

103.39

103.82

104.56

104.24

104.63

104.49

104.04

104.59

103.91

1

0

4

.

7

4

103.48

10

4.2

9

104.04

10

3.7

7

103.82

10

3.5

0

1

0

3

.

2

2

CL:102.98

10

3.5

9

103.94

102.29

103.62

104.12

104.43

1

0

2

.

1

4

104.12

102.17

103.75

103.99

103.12

103.31

102.65

10

4.1

7

102.90

103.62

ST

Boll

Boll

Boll

Boll

SV

Boll

MH

1

0

3

.

1

2

1

0

3

.

1

7

103.23

CL:103.28

MH

103.29

G

103.40

103.25

103.63

BT

Gas

Bench

103.50

1

0

4

.

0

6

10

3.8

7

1

0

3

.

6

4

103.69

1

0

4

.

1

4

103.96

103.84

103.74

1

0

3

.

7

3

LC

G

103.51

103.79

104.04

BT

1

0

4

.

3

3

1

0

4

.

0

8

1

0

4

.

4

3

1

0

4

.

2

1

G

104.11

BT

MH

CL:104.51

LC

104.53

105.18

10

5.0

5

1

0

4

.

8

5

104.34

104.98

104.85

1

0

4

.

6

5

Bench

104.81

CATV

105.20 104.96 104.81

LC

104.61104.36

104.65104.41

104.70 104.60

10

3.6

2

1

0

3

.7

6

1

0

3

.

9

6

1

0

4

.

0

8

10

3.7

3

104.30

1

0

3

.9

0

1

0

4

.

0

8

1

0

4

.

2

1

G

104.19

Boll

Boll

MH

CL:103.99

10

3.3

7

102.97

102.54

LC

Post

102.08

1

0

2

.0

2

1

0

2

.

0

0

1

0

1

.9

8

102.01

10

2.0

9

102.30

102.18

1

0

2

.1

4

1

0

2

.

1

4

1

0

2

.1

2

102.12

10

2.2

2

10

2.4

1

MH

CL:102.22

103.10 102.90

102.56

102.20

103.18

102.97

102.69

102.31

Tcl ht:114.5m

Tcl ht:111.2m

Boll

Boll

Boll

Boll

Boll

1

0

4

.

8

5

104.80104.71

Ds

1

0

4

.9

0

1

0

5

.1

8

1

0

5

.

3

7

Re

Ds

RS MH

MH

MH

CL:105.00

CL:104.93

CL:104.87

103.53

103.66

10

3.6

7

104.37 104.38

104.34

104.20

104.06

103.73

104.11

103.99

104.14

104.09

103.96

103.84

103.49

103.61

103.36

103.71

103.34

103.47

103.54

103.15

103.33

103.28

103.22

103.14

103.45

103.51

103.70

103.58

103.95

104.35

104.38

104.15

103.13

103.67

103.37

103.32

103.33

103.28

103.18

103.74

103.40

103.81

104.21

104.06

104.33

104.51

104.28

104.26

103.95

104.07

103.73

103.79

103.53

103.67

103.62

103.41

103.46

103.18

Post

Post

Post

Post

Post

Post

Post

Post

Post

PHONE BOX

CATV

Tcl ht:110.8m

SV

ST

ST

Boll

Boll

Boll

Boll

SV

Boll

CATV

LC

BT

Gas

Bench

CATV

Post

BT

BT

CATV

LC

Boll

Boll

Boll

LC

Post

Tcl ht:114.5m

Tcl ht:111.2m

Boll

Boll

Boll

Boll

Boll

Re

RS

D=

0.8

0

D=0.75

D

=

0

.

4

0

UN

K (G

PR

)

D=

0.6

5

D=

0.5

0

D=

0.6

0

D=

0.6

0

D=

0.7

0

D

=0

.5

0

D

=0

.5

0

D

=0

.5

5

104.43

D

=

0

.4

0

D

=

0

.5

0

D

=

0

.2

0

D=

0.6

0

D=

0.5

5

D

=

0

.

6

0

D

=

0

.

4

5

D

=

0

.

1

5

D=

0.2

5

D=

0.2

5

D=

0.2

5

D=

0.2

5

D=

0.2

5D

=0

.2

5

D=

0.2

0

D

=

0

.

2

0

D=0.20

D=

0.3

0

D=

0.4

0

D=

0.3

5D

=0

.4

5

D=

0.3

5

D=

0.3

0

D=

0.4

0D

=0

.3

0

D=

0.4

5

D=

0.3

5

D=

0.2

5D

=0

.4

0

D=

0.3

5

D

=

0

.

4

0

D=

0.5

5

D=

0.5

5

D=

0.3

5

D=

0.7

5D

=0

.6

0

D=

0.3

0

D

=

0

.

3

5

D

=

0

.

3

5

D=

0.2

5

D

=

0

.2

0

D=

0.3

5

D

=

0

.3

5

D

=0

.4

5

D=

0.5

0

D

=0

.2

5

D

=0

.3

5

D

=

0.3

5

D

=

0

.

2

5

D

=

0

.

4

5

D

=

0

.

3

5

D

=

0

.

2

5

D=

0.4

0

D=

0.4

0

D=

0.4

0

D=

0.4

0

D=

0.3

5

D

=

0

.

3

0

D=0.35

D=

1.00

D=0.8

0

D=0.80

D=0.40

D

=

0

.3

5

UN

K (G

PR

)

UN

K (G

PR

)

U

N

K

(G

P

R

)

8" P

VC

W

ate

r F

ro

m R

eco

rd

s

Assumed WaterAssumed Water

40

P

E G

as F

ro

m R

eco

rd

s

40

P

E G

as F

ro

m R

eco

rd

s

40 PE Gas From Records

40 PE Gas From Records

63

P

E G

as F

ro

m R

eco

rd

s

63

P

E G

as F

ro

m R

eco

rd

s

63 PE Gas From Records

12

" D

I G

as F

ro

m R

eco

rd

s

12

" D

I G

as F

ro

m R

eco

rd

s

100Ø

1

0

0

Ø

MH FW

MH SW

CL=104.93

IL=103.54

1

0

0

Ø

IL

=

1

0

4

.4

3

1

0

0

Ø

IL

=

1

0

4

.3

5

1

0

0

Ø

1

0

0

Ø

1

0

0

Ø

1

0

0

Ø

150Ø

150Ø

150Ø

MH FW

CL=105.00

IL=103.67

150Ø

150Ø

1

0

0

Ø

100Ø

MH FW

CL=104.51

IL=103.42

MH FW

CL=103.18

IL=101.62

225Ø

225Ø

GY

CL=104.11

Silt=103.86

(NVP)

GY

CL=103.51

Silt=103.04

1

0

0

Ø

(

C

a

p

p

e

d

)

I

L

=

1

0

3

.

0

4

GY

CL=103.31

Silt=102.89

100Ø

IL=102.89

100Ø (Capped)

IL

=1

02

.8

2

1

0

0

Ø

MH FW

CL=103.28

IL=102.41

100Ø

UG-LV

U

G

-L

V

UG

-L

V

UG

-L

V

U

G

-

L

V

U

G

-

L

V

U

G

-

L

V

UG

-T

V

UG

-T

V

U

G

-

T

V

U

G

-T

V

UG

-TV

UG-TV

UG

-T

V

UG

-T

V

UG

-T

V

U

G

-T

V

UG

-T

V

U

G

-

B

T

UG

-B

T

UG

-B

T

UG

-B

T

UG

-B

T

UG

-B

T

UG

-B

T

UG

-B

T

U

G

-

B

T

U

G

-

B

T

U

G

-B

T

U

G

-B

T

150Ø

150Ø

Bench

500mm

300mm

25mm

650mm

300mm

300mm

100mm

0m

5m

E3.3.1 002.3 (n.t.s.) - PLAN OF PROPOSED TREATMENT TO THE EXISTING 'BEACH' AREA

north

1m

DO NOT SCALE FROM DRAWINGS

Drawn

Designed

Drawing no.

Date Scale Revision

Checked

CLIENT: SBC

E3.3.1 002.2

APN

APN

STEVE JORDEN

DIRECTOR OF COMMUNITIES AND HOUSING

WAT TYLER HOUSE

SWINDON SN1 2JH

TELEPHONE (01793) 463000

R.N. WEYMOUTH, CMLI

HEAD OF LANDSCAPE SERVICE

ELDENE LANDSCAPE REFURBISHMENT

PLANTING DETAILS 3 OF 3

NTS JULY '20

StatusTENDER

842m2 Wildflower Mix over sub soil

405m2 Wildflower Mix over sub soil

343m2 Amenity grass lawn

Views of existing 'beach area'

Aerial view of existing 'beach area' (NTS)

north

25mm depth of Meadowscape Pro 'Native Enriched' wildflower

pre-seeded growing medium, rolled and well watered to full depth

Existing brick edge of pedestrian area to shingle 'beach'

Existing shingle to edge of hardstanding excavated 500mm wide

x300mm deep, to create toe of bund to achieve consistent depth

of growing medium and a flush edge to pavers.

(Excavated material to be spread low/evenly over beach area)

E3.3.1 002.3.1 (n.t.s.) SECTION OF PROPOSED WF MEADOW AREA AGAINST EXISTING BRICK PEDESTRIAN SURFACING

Existing shingle

Location of Wildflower Turf Oak A2 interpretation board

(template version) facing the Community Centre

163lin.m. post and wire fencing - 3" machine round p/t s/w posts 1.8m

height, 600mm fixed securely below ground, 4 strands of galvanised

wire at equal distances (as indicated) fixed with U nails to post, posts

set at 2.4m bays. All posts to be painted with Cuprinol Garen Shades

'Beaumont Blue' paint.

NB: This is temporary fencing to protect wildflower meadow/lawn

growing medium from trampling during establishment. To be removed

and delivered to parish depot on completion at time to be agreed.163lin.m. Painted s/w post and wire temporary fence

NB: all existing sarcen stones to be temporarily moved aside to enable soil placement

operations, repositioned in existing locations on completion to ensure ongoing protection

to beach area from vehicular access

100mm rolled watered screened quality topsoil to BS3882:2015

free from stones and all contaminants, cultivated with fertilizer

and amenity grass seed applied; seeded at rate of 70g/m2 rolled

and well watered (Topsoil under grass not wildflower area only)

300mm cultivated subsoil cap to beach area sourced from a

single inert greenfield site free from heavy metals/hydrocarbons

/contaminants and stone free to BS8601:2013 - to fill all surface

voids in aggregate surface capping layer

Existing shingle

300mm cultivated subsoil cap to beach area sourced from a

single inert greenfield site free from heavy metals/hydrocarbons

/contaminants and stone free to BS8601:2013 - to fill all surface

voids in aggregate surface capping layer

E3.3.1 002.3.2 (n.t.s.) - SECTION OF PROPOSED AMENITY GRASS AREA

B

BB

A

AA

A

AA

B

BB