tarmac access road retaining wall tarmac access road · 7.95 gas rs 8.02 wall barrier 8.15wall mh...
Post on 25-Mar-2020
4 Views
Preview:
TRANSCRIPT
7.95
GAS
RS
8.02Wall
Wall8.15Barrier
MHCL8.02
K
e
r
b
7.89
7.85
8.05
Concrete edge
Concrete edge7.74
K
e
rb
8.08
7.67
7.45
G7.35
Kerb
7.40
7.63
7.79
7.86
7.90SV
P
a
l
i
s
a
d
e
F
e
n
c
e
MHCL8.00
Chai
nlin
k fe
nce
Chai
nlin
k fe
nce
Chai
nlin
k fe
nce
8.66
9.79
11.3
0
11.9
7
12.6
0
12.8
9
12.9
4
13.1
1
13.5
2
14.0
3
14.2
5
14.6
1
14.9
0
15.1
6
15.4
1
MHCL12.96
Conc
rete
edg
e
13.09 13.15
13.0
4
13.00
12.22
10.81
9.78
8.97
8.33
8.64
9.42
10.1
3
10.8
4
11.7
3
12.38
11.85
11.3
9
10.3
8
9.92
9.16
8.51
13.01
12.95
12.7512.88
INV14.90
DPC14.66
INV
INV
13.89
13.81
APPROX
INV
12.97
12.99
INV13.03
DPC13.74
DPC13.98
P
a
l
i
s
a
d
e
F
e
n
c
e
16.23
16.38
16.70
16.10
15.87
15.56
15.47
15.14
14.92
14.30
14.32
14.11
16.33
Wall
17.44
17.62
17.19
16.56
16.23
17.29
17.51
Chai
nlin
k fe
nce
15.6
6
15.6
7
15.9
0
16.4
8
16.9
1
17.5
4
FFL15.92
INV15.26
INV
INV
INV
14.81
15.23
15.37
INV15.49
FFL16.57
INV15.75
16.12
16.05
16.02
15.83
15.83
13.92
13.68
13.58
13.26
13.12
12.98
13.13
12.73
12.74
Wall
7.737.62
7.527.44
7.31 7.22 7.08
Wall
Iron Railings
13.61
12.98
12.62
12.22
11.99
11.74
12.05
12.28
12.16
12.32
12.07
11.67
11.07
Iron Railings
G11.91
7.19 7.247.22 7.14
7.19
7.14 7.06 7.25 7.18 7.17
7.24
8.43
9.17
9.0910.07
11.0511.97
12.30
12.51
12.67
12.90
12.82
12.93
13.05
13.22
13.2
0
13.25
13.07
13.05
13.27
13.41
13.55
13.81
13.72
13.66
13.84
13.93
14.18
14.21
14.51
15.16
15.35
15.46
15.46
15.53
15.76
15.76
15.90
15.96
16.04
16.12
16.04
15.79
15.55
15.41
15.31
14.56
14.16
14.02
13.85
13.75
13.50
13.33
13.46
13.44
13.47
13.34
13.44
13.54
13.62
13.62
13.64
13.38
13.13
13.40
13.53
13.42
13.27
13.10
13.22
13.17
13.24
13.24
13.30 13
.25
14.35
14.36
14.32
14.36
14.41
14.30
14.28
14.3714.33
14.33
14.16
14.39
14.39
14.39
13.33
14.20
14.2914.35
13.96
13.92
13.85
13.78
13.54
13.36
13.27
13.33
13.30
13.64
13.69
13.66
13.46
13.56
14.54
14.54
14.55
14.44
14.6314.55
14.48
14.50
14.5
1
14.6
2
14.84
15.0
4
15.15
15.39
15.48
15.55
15.48
15.36
15.11
15.12
14.90
14.75
13.83
14.13
14.21
14.29
14.20
14.15
14.3
0
14.38
14.57
14.49
14.19
14.04
14.12
13.39
13.00
13.02
12.7
9
14.20
13.7413.58
13.08 13.08 13.12
7.98 8.21 8.31
9.16
9.14
9.25
9.39
9.54
9.46
9.309.64
9.77
10.3
710
.80
11.1211.76
12.03
12.7
0
12.9612.61
12.3412.0411.78
11.5710.9511.01
10.83
10.28 10.16
10.2910.63 10.88 11.20 11.48
11.3711.0610.61
10.44
9.84
9.57
9.51
9.32
9.068.65
8.65
8.58
8.22
7.90
7.86
7.96
8.21
8.56
8.208.34
8.47
8.298.26
8.22 8.01 7.887.85
7.88
7.76
7.55
7.37
7.31
7.26
7.507.66
7.82
7.79 7.87
8.047.99
7.567.627.727.948.17
7.91
7.617.45 7.41
7.29
14.50
14.40
14.13
13.94
13.62
13.55
15.64
14.62
14.43
14.11
13.91
13.41
14.16
13.79
13.65
13.46
13.18
13.29
13.13
13.20
13.56
13.55
13.45
14.11
14.33
14.49
14.60
14.74
14.19
14.03
13.86
13.59
13.64
13.43
13.03
13.13
13.15
13.03
13.07
13.17
13.41
13.70
13.21
12.61
12.62
12.59
12.67
12.90
13.19
13.12
13.32
13.69
14.21
14.48
14.67
14.87
14.13
13.54
13.29
13.07
13.13
12.83
12.22
11.98
11.83
10.62
11.20
11.72
12.44
12.84
13.06
13.26
13.00
12.90
12.40
11.52
10.53
9.97
9.82
9.37
7.217.24
7.307.59
7.76
8.25
8.48
8.73
9.35
9.70
9.86
9.97
10.38
10.93
11.49
11.81
12.02 12.09
12.31
12.39
12.24
12.24
12.37
12.94
12.90
13.07
13.23
13.76
13.84
14.11
14.15
14.57
14.67
14.82
14.89
15.11
15.42
15.50
15.64
15.76
16.94
17.73
17.64
17.57
17.61
17.11
16.33
16.22
16.21
15.98
16.08
16.01
15.92
16.08
16.15
15.65
15.59
15.93
16.15
16.23
16.23
16.30
16.19
16.45
16.37
16.37
16.38
16.71
16.84
16.91
17.02
17.67
17.73
16.97
17.31
16.5
7
16.60
16.58
16.44
16.33
16.09
17.9
1
17.4
7
16.07
15.68
15.59
15.68
15.64
15.61
15.44
15.66
15.51
15.43
15.48
15.82
16.06
15.99
15.85
15.57
15.71
15.65
15.47
15.22
15.36
15.43
15.37
15.08
14.99
14.76
14.67
14.75
14.78
14.75
14.67
14.5
7
14.3
8
14.2
0
13.7213.75
13.7
914
.12
14.06
14.26
14.49
14.65
14.27
13.98
14.00
13.62
13.52
13.49
13.50
Cable (red)
Top of cable7.80
16.5
17.0
17.5
17.0
17.5
16.0
15.5
16.0
15.0
14.5
15.0
15.5
13.5
14.0
14.5
13.5
14.0
13.5
14.0 14.5
12.5
13.0
11.5
12.0
10.5
11.0
8.5
9.0
9.5
10.0
8.0
7.5
Approx position of fence only on dashed line
Block Building
Building
Building
Building
Building
IC
No Cover
No Cover
IC
No Cover
IC
No Cover
No Cover
IC
IC
No Cover
IC
No Cover
IC
No Cover
IC
No Cover
No Cover
IC
IC
No Cover
IC
M
o
u
n
d
Tipped material
A2
A1
A3
A4
A2A
A2B
DT1
RT02
RT01
2
5
0
0
m
m
H
ig
h
A
c
o
u
s
tic
tim
b
e
r fe
n
c
in
g
2
5
0
0
m
m
H
ig
h
A
c
o
u
s
tic
tim
b
e
r fe
n
c
in
g
2
5
0
0
m
m
H
ig
h
A
c
o
u
s
tic
tim
b
e
r fe
n
c
in
g
Lockable cycle
shelter (8 cycles)
1200mm High Iron Railings
FFL / DPC 8.50
MH
CL8.00
8.31
8.08
Bin
S
to
ra
ge
18
00
mm
H
ig
h
PLAN AREA AS PER APPROVED APPLICATION APP/08/05589
7.74
1:30 gradient over
access 10m
1
2
0
0
m
m
H
i
g
h
I
r
o
n
R
a
i
l
i
n
g
s
1
0
0
0
1
0
0
0
Lockable cycle
shelter (8 cycles)
Bin
S
to
ra
ge
18
00
mm
H
ig
h
BLOCK A
BLOCK DBLOCK C
BLOCK E
BLOCK F
BLOCK G
BLOCK B
APARTMENTS
CAR PARK
09
10
11
12
13
14
15
16
17
18
19
25
24
23
22
21
2026
27
28
29
30
31
32
3307
01
05
08
01
02
03
04
TARMAC A
CCESS ROAD
TARMAC ACCESS RO
AD
Shed
Shed
Shed
Shed
Shed
Shed
R
e
t
a
in
in
g
w
a
ll
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
Shed
PHASE 1PHASE 2
SCHEDULE OF ACCOMMODATION (Phase 2) :2B / 4P2B / 4P2B / 4P
3B / 5P3B / 5P4B / 6P
2B / 4P2B / 4P
77.0m278.7m278.0m2
87.0m278.0m2109.0m2
84.0m275.8m2
423
372
216
BLOCK BBLOCK BBLOCK A
BLOCK ABLOCK DBLOCK C
BLOCK ABLOCK C (5)BLOCK E (5)BLOCK F (5)BLOCK G (1)
PROJECT
Scale @ A1:
1:500
2017 102 001
DRAWING NO:
Existing and Proposed Site Plans
DRAWING TITLE
Erection of 32 Apartments and 39 Dwelling Houses to :
Land at the former Dell School,
The Dell
Rock Ferry
Wirral, CH42 1PU.
Revision:
03
CLIENT
Camco Estates
Draft
Preliminary
For Approval
Planning
Building Regulations
Tender
Contract
Construction
As Built
01Issued for approval
REVISION DETAILS Date / By
12-07-2017
Health and Safety :
Falls from height:
Make sure ladders are in good condition, at a 1:4 angle and tied or
footed. Prevent people and materials falling from roofs, gable ends,
working platforms and open edges using guardrails, mid rails and
toe boards. Make sure fragile roof surfaces are covered, or secure
working platforms with guard rails are used on or below the roof.
Collapse of excavations:
Shore excavations; cover or barrier excavations to prevent people
or vehicles from falling in.
Collapse of structures:
Support structures (such as walls, beams, chimney breasts and
roofs) with props; ensure props are installed by a competent
person.
Exposure to building dusts:
Prevent dust by using wet cutting and vacuum extraction on tools;
use a vacuum cleaner rather than sweeping; use a suitable,
well-fitting mask.
Exposure to asbestos:
Do not start work if it is suspected that asbestos may be present
until a demolition/refurbishment survey has been carried out.
Electricity:
Turn the electricity supply and other services off before drilling into
walls. Do not use excavators or power tools near suspected buried
services.
Protect members of the public, the client, and others:
Secure the site; net scaffolds and use rubbish chutes.
Office 29-31, Woodside Business Park, Shore Road, Birkenhead, Wirral, CH41 1E P.t : 0151 647 0371e : studio@bryson.archiw : www.bryson.archi
BRYSON ARCHITECTURE
EXISTING SITE PLAN
This drawing is copyright of Bryson Architecture Ltd and may not
be reproduced in any way without our specific permission.
Client / contractor to ensure all agreements relating to 'the party
wall etc... act 1996' are in place prior to commencement of works.
All dimensions are to be checked on site. Do not scale from
printed copies. For any errors or queries please contact
Bryson Architecture Ltd.
NOTES
300
0
330
270
60
30
90
240
180
210
120
150
W E
N
S
PROPOSED SITE PLAN
02
Issued for approval 26-07-2017
03Issued for approval 26-09-2017
top related