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NOTES – GENERAL:
1) ALL DIMENSIONS ARE STATED IN MILLIMETRES UNLESSNOTED OTHERWISE.
2) ALL LEVELS ARE STATED IN METRES3) NO NOT SCALE. PLEASE REFER ANY QUERIES TO THE
PROJECT MANGER / SUPERVISOR.
KEY
PROPOSED HAUL ROAD LEVEL
EXISTING GROUND LEVEL
EXISTING SOFFIT LEVEL OF ACCESS
150mm REINFORCED CONCRETE SLAB
150mm TYPE 1
EXISTING UTILITY
8.36
1.36 3.62 1.37CONCRETE MIXEROVERALL LENGTHOVERALL WIDTHOVERALL BODY HEIGHT
MAX TRACK WIDTHMIN BODY GROUND CLEARANCE
LOCK TO LOCK TIMEKERB TO KERB TURNING RADIUS 8.210m
6.00s2.413m0.358m4.027m2.390m8.360m
SWEPT PATH ANALYSIS VEHICLE
VEHICLE ENVELOPE
27.95
24.52
LONDONSCHOOL ofHYGIENE&TROPICALMEDICINE
15 - 17 Tavistock Place
26.78
25.32
27.92
24.24
24.44
Section taken from BJM Architect's plan SK(90)05
105
24.52
24.24
24.44
A
B
C
D
E
F
H
I
G
430
605
630
610
590
230
225
EDGE OFCARRIAGEWAY
A
B
C
D
E
F
H
I
G
430
605
630
610
590
230
225
515
160
985
875
775
605
340
1350
1775
2050
2225
150mm REINFORCEDCONCRETE SLAB
IA B
CD E
FH IG
150mmTYPE 1
EXISTING SURFACE
27.95
24.52
LONDONSCHOOL ofHYGIENE&TROPICALMEDICINE
15 - 17 Tavistock Place
26.78
25.32
27.92
24.24
24.44
Section taken from BJM Architect's plan SK(90)05
105
840
850
850
850
850
800
515
285
850
850
850
850
850
175
26°10.6°
KEY
PROPOSED KERB LINE
TEMPORARY HAUL ROAD: REFER TO CONTRACTORSITE DRAWING.
CROSS OVER: TACTILE SLABS AT DROP KERBS WITHKERB EDGINGS AND 150mm CONCRETE SLAB ROAD CONSTRUCTION ON 150mm TYPE 1.
PROPOSED TACTILE PAVIORS
PROPOSED HGV LANE/LOADING BAY (3.25m)
PROPOSED CYCLE LANE (1.45m)
PROPOSED RAMP
0.5m BARRIER
EXTENT OF FOOTWAY TO BE REPROFILED
SITE BOUNDARY HOARDING AND GATED ACCESS
NOTES – UTILITIES PROVISION:
TO BE LAID AHEAD OF TEMPORARY HAUL ROADCONSTRUCTION:1) 3 No. 125mm RIDGIDUCTS FOR UKPN CABLES.2) 1 No. 90mm FREE ISSUE BT DUCT.3) 1 No. 90mm GAS PIPE. CADENT INSTALL.4) 1 No. 60mm WATER PIPE. THAMES WATER INSTALL.5) 1No. 125mm RIDGIDUCT SPARE.
□
1
DESIGN RISK ASSESSMENT
IN ADDITION TO THE RISKS NORMALLY ASSOCIATED WITHTHIS TYPE OF WORK TAKE NOTE OF THE FOLLOWING:
1) SIGNIFICANT LEVEL DIFFERENCE CONTRACTORTO ENSURE MEASURES ARE TAKEN TO AVOID FALLS.
1401
Tavistock Place
Mar
chm
ont S
treet
External lig
htwell with
covered
cycle parking
Void above
South Crescent Mews
disabled
refuge
Vent
Stea
l Bea
m O
ver
West
Core
Stair4
01-D
41
Stair8
Stair7
Stair3
Stair6
East
Core
00-D39
disabled
refuge
BA 2.27TA 2.82
BA 2.93TA 3.08
BA 3.16TA 3.30
BA 3.30TA 3.45
24.66TPL
24.65
TPL
25.24
IRF
Ht 1.1
4m o
n RT
W
TPL
25.12
IRF
Ht 1.1
4m o
n RT
W
TPL
25.18
IRF
Ht 1.0
6m o
n RT
W
TPL
25.13
IRF
Ht 1.0
1m o
n RT
W
TPL
IRF
Ht 1.1
0m o
n RT
W
25.12TPL
IRF
Ht 1.1
5m o
n RT
W
25.07TPL
IRF
Ht 1.1
8m o
n RT
W
25.04TPL
IRF
Ht 1.2
2m o
n RT
W
25.00TPL
IRF
Ht 1.1
6m o
n RT
W
24.98TPL
24.96TPL
IRF
Ht 1.1
8m o
n RT
W
24.87TPL
IRF
Ht 1.2
0m o
n RT
W
24.85
24.57TPL
24.61TPL
24.57TPL
24.64TPL
24.67TPL
24.66TPL
24.66TPL
24.71TPL
24.71TPL
24.76
31.92
31.98
29.62
U/S 31.45
29.87TPL
28.15
30.81
30.81
RIDGE LEVEL
RIDGE LEVEL
GUTTER LEVEL
GUTTER LEVEL
FS 0.41
SH 2.11
FS 0.24
SH 2.12
FS 0.16
SH 2.13
FS 0.10
SH 2.20
FS 1.16
SH 0.83
FS 1.15
SH 0.84
FS 0.90
BA 1.34
TA 1.70
FS 1.16
SH 0.83
FS 1.16
SH 0.83
FS 1.23
SH 0.83
FS 1.25
SH 0.83
FS 0.92
BA 2.18
TA 2.30
FS 2.33
BA 0.77
TA 0.89
FS 0.92
BA 2.18
TA 2.32
FS 0.92
BA 2.18
TA 2.32
FS 1.16
SH 0.83
FS 1.16
SH 0.83
FS 1.16
SH 0.83
SL 25.74
HL 26.56
FS 0.43
SH 2.13
FS 1.54
SH 0.52
disa
bled
refu
ge
NOTE:
Internal
layout of
Cafe not
shown on
thisdrawing
Staircase 1
(Reinstated)
Level access
Ramp gradient
1:30
Turn Table
Bin
Stor
e
Service Entrance
Stair5
24.55
00-W010
00-W009
00-W008
00-W
007
00-W006
00-W
011
24.38
2121
2125
3801
00-W005
00-W
003
00-W
002
00-W
001
00-W004
□□
□□
□□
□□
□
□□
□□
□□
□
□□
□□
□□
□
□□
□□
□□
□□
□
REFER TO DRAWING 683-045-002
ISLANDS TO BEREMOVED
ISLAND TO BEREMOVED
CROSS OVER TO BE IN ACCORDANCE WITHCAMDEN COUNCIL REQUIREMENTS.INCLUDING TACTILE PAVIORS.
1
1
24.48
24.50
1:12 MAX1:12 MAX
PROPOSED TACTILE PAVING NEW LEVEL OF VEHICLE ACCESSAFTER EXCAVATION
DROPPED KERB WITH6mm UPSTAND
EXISTING SURFACE LEVEL
A1
Brindley Lodge,
www.wildecivil.co.ukTel : 0161-474-7479Fax : 0161-474-7492
Stockport, Cheshire.Adcroft Street,
Consulting Civil & Structural Engineers
Client
SK1 3HS.
Project
Title
ApprovedDrawn Scale Date Chkd
Drawing No. Revision
Status Sheet Size
DATEDRNREV CHK APP DESCRIPTION
WILDE CARTER CLACK
LSHTM TAVISTOCK PLACECMP DESIGN
STATUTORY UNDERTAKERSINFORMATION
AS SHOWN SD 30.05.19 ML ML
683-045-007 B
FOR INFORMATION
A
B
C
D
E
F
G
H
I1 NO. 170Ø PIPE (ABANDONED)
1 NO. 100Ø PIPE
1 NO. 60Ø PIPE (POSSIBLY ABANDONED)
1 NO. 40Ø PIPE (POSSIBLY ABANDONED)
1 NO. 35Ø PIPE (POSSIBLY ABANDONED)
1 NO. 70Ø DUCT
1 NO. 100Ø CLAY PIPE
1 NO. 50Ø IRON PIPE
1 NO. 100Ø PIPE WATER
UNKNOWN
CABLE
BT
WATER
WATER
WATER
DRAINAGE
UNKNOWN
SERVICEDESCRIPTIONREF.
TRIAL HOLE INFORMATION
MINIMUM LEVELS TO ACHIEVEDCLEARANCE AND AVOID SERVICES(150mm RC SLAB ONLY)
HEIGHT CLEARANCE
EDGE OF CARRIAGEWAYASSUMING NO DRAINAGE
MINIMUM LEVELS TO ACHIEVEDCLEARANCE AND AVOID SERVICES(150mm RC SLAB ONLY)
HEIGHT CLEARANCE
EDGE OF CARRIAGEWAYASSUMING NO DRAINAGE
SCALE - 1:100
VERTICAL SWEPT PATH ANALYSISSECTION A - A
CONSTRUCTION DEPTHS OF PROPOSED HAUL ROADSECTION A - A
DEPTH AND LOCATION OF EXISTINGSTATUTORY UNDERTAKERS
SCALE - 1:20
SCALE - 1:50
SCALE - 1:50
SCALE - 1:50
CONSTRUCTION DEPTHS OF PROPOSED HAUL ROAD ACCESSSECTION B - B (BACK OF FOOTWAY)
A ML ML 06.06.19 TACTILE CROSSING & SECTION B-B ADDEDSD
B 14.06.19 EXCAVATION DEPTH REMOVED IN ARCHDN ML ML