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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.
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