Post on 15-Jul-2016
description
London t: 020 7831 2333 www.bellisarchitects.com
7 - ALL DIMENSIONS INDICATED ON THIS DRAWING ARE STRUCTURAL
DIMENSIONS AND DO NOT ALLOW FOR THICKNESS OF FINISHES
6 - D.P.C TO BE PLACED AT ALL CAVITY CLOSURES AND TO BE APPROVED BY THIS OFFICE PRIOR TO INSTALLATION
5 - ALL STRUCTURAL TIMBER IS TO BE TANALISED OR SIMILARLY TREATED
4 - DRAWINGS ARE BASED ON THE ASSUMPTION THAT ADEQUATE LOAD BEARING CAPACITY STRATUM WILL BE ENCOUNTERED AT THE DEPTHS INDICATED. IF THIS IS FOUND NOT TO BE THE CASE, THE DEPTHS MUST BE INCREASED TO THE SATISFACTION OF THE LOCAL AUTHORITY BUILDING INSPECTOR AND BUILDING REGULATION REQUIREMENTS
3 - ALL DIMENSIONS AND LEVELS TO BE VERIFIED BY THE CONTRACTOR ON SITE AND ANY DISCREOENCIES REPORTED TO THE ARCHITECTS
2 - WRITTEN DIMENSIONS TO BE USED IN PREFERENCE TO SCALED DIMENSIONS AT ALL TIMES
1 - COPYRIGHT OF THIS DRAWING IS THE PROPERTY OF THE ARCHITECTS AND MAY NOT BE REPRODUCED WITHOUT THEIR PERMISSION.
NOTES
CONTRACT
DRAWING TITLE
DRAWING No
DRAWN BY
REV
SCALE SHEET SIZE
DATE CHECKED
REV DESCRIPTION DATE
DB Jan ' 14
1:500 A1
Park Avenue / Robin Hood DriveWatfordHertfordshireWD23 2BW
A member of the Royal Institute of British Architects
bellis architects
- - -
Bols
Watford Audi -Garage
Tank
45
30
El Sub Sta
27
ROBIN HOOD
9
DRIVE
17
Porcelanosa
O t t e r s p o o l W a y S e r v i c e R o a d
A c
c e
s s
R o
a d
( a c
c e
s s
1 )
Car Parking
Yard
WarehouseMP MoranWarehouse
Loading Bay
MP MoranTrade Counter
A c
c e
s s
R o
a d
( a c
c e
s s
2 )
Friars
Way
Duncan Way
BO
BO
BO
BO
BO
BO
BO
BO
BOLL
ARDS
62.53
62.56
62.63
62.89
63.30
62.60
62.14
61.86
61.80
61.9
8
64.82
62.98
63.42
63.33
63.0462.73 62.36
62.07
61.76
61.60
61.55
61.62
MK
MK
MT
RIDGE 75.36
EAVES 73.00
61.88
61.70
62.33
ROOF 7
6.88
ROOF 7
6.53
RID
GE
75
.44
EA
VE
S 7
3.6
8
67.0
0
66.6
5
66.0
4
66.3
8
66.9
0
67.3
4
67.5
1
67.1
6
66.7
0
ROOF 67.68
RIDGE 72.59
VALLEY 69.00
RIDGE 72.60
EAVES 68.83
ROOF 6
8.06
ROOF 6
8.92
64.1
2
ROOF 6
9.14
ROOF 6
7.95
EAVES 73.02
62.1
2
62.1
5
62.8
0
63.4
5
63.4
063
.92
63.9
5
61.4
9
EAVES 68.69
61.0
9
61.1
1
61.5
2
61.7
7
ROOF 7
1.34
61.1
1
61.0
5
61.1
7
61.1
0
61.1
6
61.4
1
61.3
2
61.2
8
61.4
7
61.4
7
61.4
9
61.6
0
ROOF 8
0.47
ROOF 8
4.42
EAVES 68.18
RID
GE 7
0.93
62.0
4
RIDGE 69.03
EAVES 66.49
RIDGE 68.86
EAVES 66.34
EA
VE
S 6
9.6
3
RID
GE
72.9
2
RID
GE
73.
12
EAVES 6
9.70
RID
GE 7
1.67
EAVES 68.2
5
EAVES 70.4
3
RID
GE 7
3.80
RID
GE 7
3.18
EAVES 6
9.74
62.1
0
62.2
0
62.3
2
62.4
0
62.4
8
62.5
0
62.5
0
62.6
9
62.6
8
62.6
5
62.5
3
62.7
4
62.9
2
63.0
6
62.8
3
ROOF 7
4.18
ROOF 7
0.74
EAVES 66.1
4
RID
GE 6
7.06
EAVES 70.2
5
RID
GE 7
3.04
RID
GE 7
1.46
EAVES 68.7
0
63.31
62.68
62.17
61.86
61.84
62.0
4
62.0
7
61.9
5
61.9
4
62.0
4
62.1
5
62.23
62.35
62.49
62.78
62.96
63.16
63.41
62.90
62.47
62.59
62.63
62.0
8
62.1
2
62.1
5
62.2
1
62.1
5
62.3
2
62.4
0
62.4
6
61.9
9
61.9
3
61.9
3
62.18
62.75
63.13
63.0
0
62.6
1
62.16
62.1
7
62.1
3
62.2
7
62.1
1
62.2
9
61.74
62.2
4
61.86
61.8
7
62.9563.22
63.70
64.07
64.1764.25
64.47
66.8
6
64.1064.18 64.21 64.42 64.37
64.1064.0764.0865.83
64.1
7
64.1
1
64.0
76
4.1
0
64.1
1
64.0
964.1
2
64.95
65.83
66.44
66.17
66.3
2
66
.37
65.8
86
5.7
3
65.71
66.01
66.27
64.8
7
64.85
64.9
5
64.68
64.77
64.78
64.3264.59 6
4.7
5
64.0
5
64.0
5
64.63
64.0
9
64.0
8
64.0
8
63.39
61.8
561
.82
64.1
3
64.1
9
64.2
1
64.87
64.78
64.8
0
64.0
4
64.1
1
64.85
64.9864.83
64.83
64.8
6
65.7
2
65.3
4
64.9
5
64.89
64.0
664.06
64.0
5
64.0
564.0
464.0
3
62.46
61.2
0
61.17
61.51
62.14
62.83
63.9964.01
64.0
3
64.0
8
63.98
63.99
64.0263.73
63.14
62.80
62.3962.00
61.91
61.49
61.5
1
61.43
61.3
3
61.25
61.16
61.16
61.45
61.1
8
61.1
7
61.1
7
61.8
9
61.8
761.75
61.4
2
61.78
61.54
62.17
62.17
61.90
61.86
61.9
6
61.9
3
62.0
4
61.9
7
61.57
61.05
61.33
61.3
7
61.4
9
61.46
62.05
62.59
62.6
5
62.7
7
62.68
63.31
63.83
63.94
64.07
64.22
64.26
66.7
9 66.39
65.786
5.2
06
5.6
66
5.8
56
6.2
3
62.1
9
62.20
63.14
62.92
62.88
64.25
61.09
61.11
61.1
7
61.1
161.0
7
61.2
1
61.20
61.57
63.17
61.88
61.9
1
61.95
61.85
61
.90
62.28
61.87
64.22 63.89
64
.27
64.8
86
5.2
36
5.8
46
6.5
0
66.8
067.0
1
67.4
3
67.60
67.85
67.56 67.36 67.04 66.70 66.14 65.68 64.86 64.16 63.91
62.65
62.24
61.93
62.34
62.18
61.94
61.88
62.41
62.5663.2363.45
62.69
64.1064.07
63.51
61.79
62.12
62.70
62.8
4
62.29
62.16 62.8
0
62.30
62.24
61.80
61.77
61.6
5
61.6
1
62.2
3
62.40
62.98
62.61
62.1
2
62.2
5
62.4
6
62.3
162.3
1
62.1
5
62.0
7
62.1
0
64.9
9
65.1
7
64.89
66.5
3
65.5
3
66.62
64.1
5
63.20
63.12
63.2
2
62.5
8
62.0
4
61.87
61.72
61.54
61.82
63.87
64.1
064.1
1
65.5
3
64.15
64.83
64.12
64.9
7
64.1
7
63.43
61.1
8
S1
S10
S11
S12
S13
S14
S2
S3
S4
S5
S6
S7
S8
S9
65.2
1
sub station
fence line
fence line
fence lin
e
fence line
up fd
FL + 1.08
+ 0.27+ 0.55+ 0.81 + 0.04
N
0 10 20 30 m
298
415
302
473
PARK AVENUE
479
320
427
461
481
479a
294
322
ROOF 72.36PARKING DECK 70.73 A
Multi Storey Parking
Road Level61.70
A
0406-000.05
Piling line / reduced level area
_
3 Storey Office Building Retained
6 Storey Office Building Retained
Existing Parking Retained(61 spaces)
10 additional parking spaces in area where existing containers are positioned
Existing Parking Retained
(15 spaces)
Existing Vehicle Access Retained
Car Parking
adjacent tree protected and retained
62
.76
62
.79
65.0
3
63.0
3
63.03
65.17
66.10
66
.03
TOP OF WALL 68.73
65
.58
65.5
6
65.45 65.4565.45
65.46
64.9
06
4.5
7
64
.38
68.1368.27
66.0
1
68.40 68.26
MP MoranWarehouse above
CL
62.5
5
MH S
W
CL
61.1
7
MH F
W
IL 6
0.55
x,b
,c&e
IL 6
0.86
a&d
IL 6
1.20
x&b
IL 6
1.30
a
IL 6
1.25
c
225Ø SWS
150Ø FWS
150Ø FWS
100Ø
100Ø
100Ø
100Ø
150Ø FWS
ab
cd
a
cd e
xa
b
d
Red dotted line indicates outline of building to be demolished
Black dashed line indicates outline of proposed building to be erected on site
Proposed line of contiguous piles, with 800 wide x 500 deep RC capping
Red hatching indicates area where Ground level reduced to 60.81