00-w005 00-w004 00-w006 marchmont street · 00-w004 00-w003 00-w002 00-w001 refer to drawing...

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

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□□

□□

□

□□

□□

□□

□

□□

□□

□□

□

□□

□□

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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