N

Sutton New Hall

Cemetery

L

IN

D

R

ID

G

E

R

O

A

D

L

I

N

D

R

I

D

G

E

R

O

A

D

Proposed

Contractors site

entrance.

Existing Cemetery entrance .

Existing storm water drain

approx. invert 950mm below

ground level.

C90/60

Existing storm water drain

approx. invert 950mm below

ground level.

C90/60

Assumed foul drainage.

Location of foul

drainage manhole.

x 108.5

x 108.5

x 108.25

x 108.25

x 108.25

x 108.0

x

1

0

7

.

5

x 107.85

x 105.75

x 109.0

x 111.5

x 110.5

x 112.16

x 111.65

x 113.10

x 113.25

x 114.35

x 117.25

x 120.0

x 114.35

x 110.6

x 116.35

x 117.25

x 116.85

x 117.15

x 117.0

x 117.15

x 116.85

x 117.0

x 117.0

x 125.65

x 124.85

x 123.8

x 122.75

x 122.29

x 120.87

x 118.84

x 122.75

x 125.9

x 126.65

10

CR2

x 117.2

x 116.85

x 116.9

x 113.75

5

4

2

3

6

7

1

8

CR1

9

CR3

11

12

13

14

15

16

19

17

18

20

54

21

52

53

51

49

22

23

24

26

25

27

28

29

30

32

31

33

34

35

36

37

38

39

40

41

42

43

44

46

45

48

47

50

x 119.89

x 124.75

Existing storm water culvert

from drainage ditch to pool.

Existing drainage ditch.

Existing drainage ditch.

EP

EP

EP

EP

EP

EP

EP

EP

EP

EP

E

x

i

s

t

i

n

g

S

w

a

l

e

E

n

l

a

r

g

e

d

P

r

o

p

o

s

e

d

F

u

t

u

r

e

S

w

a

le

f

o

r

P

h

a

s

e

4

S

w

a

l

e

Fenced soil storage area,

see Landscape Drawing

80156de1.

Sections 6 & 7.

C90/7

Sections 4 & 5.

C90/7

New road.

C90/7

Widened road.

C90/7

C

e

m

e

t

e

r

ie

s

f

u

t

u

r

e

s

o

il

s

t

o

r

a

g

e

a

r

e

a

.

H

e

ig

h

t

o

f

s

p

o

il

n

o

t

t

o

e

x

c

e

e

d

h

e

ig

h

t

o

f

h

e

d

g

e

r

o

w

a

p

p

r

o

x

.

2

m

e

t

r

e

s

.

Swales service access road

required until Phase 4 roads built.

x 112.25

KEY

Indicates proposed Levels ("x" = spot point)

Cemetery Boundary

Phase 1 Boundary

Phase 2 Boundary (Muslim)

Phase 3 Boundary

Phase 4 Boundary

Overhead wires

Indicates future Roads

(not in this contract).

Phase 1 foul drainage crossing new phase

New post and rail fencing.

Tap, gully and Bin Position

Indicates road re-alignment

Proposed Drainage crossing Phase 4

New tarmac paving construction

with surface dressing.

Q22/115C

New tarmac road construction.

Q22/110A

Block paving.

Q24/111A

New tarmac road construction with

resin bonded chippings overlay.

Q22/110D

Indicates Grave header

Indicates Grave Liner

@A1

73170-021_Project Master Plan

PROJECT

CHKD

CHECKED

O:\73170\Architectural\Drawings\Working Drawings

REV DESCRIPTIONDATE DRN

CLIENT

SCALE

DRAWING

DRAWN

JOB NUMBER

DATE

FILE NAME

DRAWING NUMBER

REVISION

COPYRIGHT©

ALL DIMENSIONS TO BE CHECKED ON SITE

NO DIMENSIONS TO BE SCALED FROM THIS DRAWING

RELEVANT CONSULTANTS DRAWINGS

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH

NOTE

© Crown Copyright and database right 2013. Ordnance Survey

100021326 (2013). You are not permitted to copy, sub-licence,

distribute or sell any of this data to third parties in any form.

CHECK GUIDANCE BEFORE ISSUING O.S. DATA IN DWG FORMAT

PLANNING

BEREAVEMENT SERVICES

SUTTON NEW HALL CEMETERY

EXTENSION

73170

04 APR 2012

1:1000

RSM

PROJECT MASTERPLAN

PHASES 2 & 3

WITH PHASE 1 WORKS

73170\A\021 A

A 27MAY15 Option 3 - Sections 6/7 turned to suit trenching machine.