6mm width - chris anthony homepage design packages 1. precast concrete walls: xperformance standard...

TOW +58.29

TOW +57.59

2000mm 2000mm 2000mm 2000mm

600

mm

14

00

mm

140

0m

m

700

mm

SAFETY BALUSTRADE;

80X15MM MILD STEEL FLAT BAR

BALUSTRADE PANELS. REFER TO DRAWING

FOR DETAILS 4320.10-LD-DET-601

700

mm

+57.03

2000mm2000mm

+58.45

+57.875

+56.88

+56.51

2000mm 2000mm 2000mm 2000mm 2000mm 2000mm 2000mm 2000mm 2000mm

23

50

mm

23

50

mm

23

50

mm

23

50

mm

23

50

mm

23

50

mm

235

0m

m

23

50

mm

23

50

mm

SAFETY BALUSTRADE;




PRE CAST CONCRETE STEP

UNIT REFER TO DRAWING

4320.10-LD-DET-603 AND

ENGINEERS DETAILS

EXISTING RAILINGS TO BE RETAINED

+58.75 TOW

90

0m

m70

0m

m

TOW +58.13

1

6

1

7

1

8

1

9

2

0

2

1

2

2

3

6

3

7

3

8

3

9

4

0

4

1

4

2

1

5

1

4

4

3

4

4

1:3

6

CREST +56.56

CR

EST

+56.5

6

+57.65 CREST

TW

58.7

5

+

TW

58.7

5

+

TW

58.2

9 +

TW

58.1

3

+

+TW 58.13

+TW 58.13

TW

57.5

9 +

+57.75

+57.00

TOW +58.13

2000mm 2000mm 2000mm 1200mm

13

50

mm

13

50

mm

13

50

mm

13

50

mm

+57.75

+57.00

TOW +58.13

2000mm2000mm2000mm1200mm

13

50

mm

13

50

mm

13

50

mm

13

50

mm

13

00

mm

TOW +58.13

1800mm 1800mm

13

50m

m

13

50m

m

PRE CAST CONCRETE STEP

UNIT REFER TO DRAWING

4320.10-LD-DET-603 AND

ENGINEERS DETAILS

SAFETY BALUSTRADE;




TOW +58.13

+57.875

+56.88

Elevation

6mm width

joint, 8mm

recess

GROUND

LEVELS VARIES

Section

VARIES SEE TABLE 1

3

5

m

m

4

5

°

m

m

Va

ria

ble

COMPRIBAND TP600 REF.

20/5-10 ANTHRACITE

EXPANDING FOAM JOINT

TAPE, RECESSED 8MM

DOWEL FIXING

BETWEEN UNITS

DOWEL FIXING

TO END UNITS

REFER TO

ENGINEERS DETAILS

FOR SPECIFICATION

D07

Typical Detail: Dry Joint Filling

600 As Above

Scale 1:10

Notes:

1. Do not scale from this drawing.

2. All dimensions must be checked on site and any discrepancies

verified with landscape architect.

3. All dimensions are drawn in mm.

4. Landscape drawing only.

5. All materials/items used to be as specified or alternatives to be

approved by landscape architect.

A 01.05.15 First Issue EM EP EP

NO

RT

H

Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798

Do not scale from this drawing

© Drawing & Design Copyright of Land Use Consultants

Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk

Iss Date Issue Notes

Drawn

By

Checked

By

Approved

By

MARITIME CENTRE OF EXCELLENCE

BOLDERWOOD CAMPUS

UNIVERSITY OF SOUTHAMPTON

CP2 Hard Details

PCC Retaining Walls (Design Intent)

Various INFORMATION

4320 10-LD-DET-600 A

Location Plan NTS

A

B

C

D

E

D01

Typical Detail: PCC Retaining Wall A

600 Section

Scale 1:50

D02

Typical Detail: PCC Retaining Wall B

600 Section

Scale 1:50

D03

Typical Detail: PCC Retaining Wall C

600 Section

Scale 1:50

D04

Typical Detail: PCC Retaining Wall D

600 Section

Scale 1:50

D06

Typical Detail: PCC Retaining Wall E

600 Section

Scale 1:50

NOTES:

1. DIMENSIONS EXCLUDE 6MM DRY JOINTS BETWEEN UNITS

(EXCEPT ELEVATION H, WHERE 6MM JOINT IS SHOWN).

2. END FACES TO HAVE PENCIL-ROUND ARRISES.

CONTRACTOR DESIGN PACKAGES

1. PRECAST CONCRETE WALLS:

PERFORMANCE STANDARD SHALL BE AS PER AS PER STERLING SERVICES LTD PORTLAND MIX

WITH MEDIUM ACID ETCH FINISH. SUBMIT DETAILS WITH TENDER OF PROPOSED

MANUFACTURER.

CONCRETE GRADE TO BE C40 AT 28 DAYS.

FOR ALL FOUNDATIONS AND STRUCTURAL DESIGN DETAIL REFER TO ENGINEERS DRAWINGS

AND SPECIFICATIONS.

ALLOW FOR PRODUCTION OF DETAILED DRAWINGS FOR STANDARD AND SPECIAL UNITS.

SUBMIT A MINIMUM OF 3 SAMPLES (WITH COLOUR / TEXTURAL VARIANCE) FOR SELECTION BY

DESIGN TEAM.

ALL FIXINGS TO BE NON-FERROUS METAL WITH IN-BUILT LIFTING DEVICES

REINFORCEMENT TO BE CARBON STEEL TO BS 4449, BS 4482 AND BS 4483 AS APPROPRIATE.

MAKE ALLOWANCE IN TECHNICAL DESIGN FOR LIFTING UNITS INTO POSITION USING STROPS.

WHERE LIFTING EYES ARE REQUIRED, THESE ARE TO BE MADE GOOD ON SITE FOLLOWING

INSTALLATION.

Table 1: Wall Thicknesses

Wall A 300mm

Wall B 300mm

Wall C 400mm

Wall D 400mm

Wall E 300mm

1000mm

15

mm

61

0m

m

15mm 15mm

15

mm

60

mm

VA

RIE

S

10mm

SAFETY BALUSTRADE; 80X15 MILD

STEEL FLAT BAR BALUSTRADE

PANELS, HOT DIP GALVANIZED

AND PPC (RAL 7016, 30% GLOSS)

REF. M60/130

PANELS BOLTED TOGETHER WITH

5NO. M8 X 25CSK SOCKET

SETSCREWS.

SCREWS PAINTED TO MATCH

RAILINGS.

PC CONCRETE WALL (BEHIND SECTION LINE)

REFER TO M&E AND ENGINEERS

INFORMATION FOR DETAILS AND

SPECIFICATION

50 MM Ø SPIGOT. SOCKETS 70MM Ø CORE

DRILLED IN SITU. SIKAGROUT - 300 SYSTEM

EXPANDING GROUT OR SIMILAR TO MATCH

COLOR OF PCC.

61

0m

m

80mm

16

0m

m

16

0m

m

16

0m

m

ELEVATION THROUGH RAILING SECTION THROUGH RAILING

Notes:


2. All dimensions must be checked on site

and any discrepancies verified with

landscape architect.



5. All materials/items used to be as

specified or alternatives to be approved by


Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By


BOLDERWOOD CAMPUS


CP2 Hard Details

Typical Detail: Railing (Design Intent)

1:10 @ A3 INFORMATION

4320 10-LD-DET-601 A


NO

RT

H

D01

Typical Detail: Railing (Design Intent)

601 Section

Scale 1:10


1. RAILING:

SUBMIT A MINIMUM OF 1 SAMPLES (WITH COLOUR / TEXTURAL VARIANCE)

FOR APPROVAL AS SPECIFIED.

PLAN

TIN

G

4800

ASHPHALT

2400

MO

CKU

P O

UTLIN

E

145MM CONSERVATION KERB

FLUSH

200X150MM 'SILVER'

'BOULEVARD' TEXTURED

BLOCK PAVING

200X150MM 'SLATE' SOLDIER

COURSE 'BOULEVARD'

TEXTURED

BLOCK PAVING

BLEND OF 150X150 AND

200X150 TRANSVERSE

BOND 'SLATE'


BLOCK PAVING

150X150MM 'SLATE' SOLDIER

COURSE 'BOULEVARD'

TEXTURED

BLOCK PAVING

150X150MM 'SILVER'


BLOCK PAVING

145MM CONSERVATION KERB

FLUSH

Notes:










Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By


BOLDERWOOD CAMPUS


CP2 Hard Details

Typical Detail: Car Park Paving Aisle Detail

NTS INFORMATION

4320 10-LD-DET-602 A


NO

RT

H

D01

Typical Detail: Car Park Paving Aisle Detail

602 PLAN

NTS


1. CAR PARK PAVING AISLE :

PREPARE 1 NO. MOCK UP PANEL (WITH COLOUR / TEXTURAL VARIANCE)

FOR APPROVAL AS SPECIFIED. NOT TO BE USED AS PART OF FINISHED

WORKS

400MM X 400MM PCC

CORDUROY TACTILE PAVING.

COLOUR LIGHT GREY.

FOR SUB-BASE REFER TO ENGINEER'S

DETAILS

SUB BASE SUBSTRUCTURE AND

FOUNDATIONS TO ENGINEERS

DETAILS (SHOWN INDICATIVELY)

Ø40MM STAINLESS STEEL HANDRAIL

PCC RETAINING WALL REFER TO

DRAWING 4320.10-LD-DET-600

PRE CAST CONCRETE STEP UNIT

SUB BASE SUBSTRUCTURE AND

FOUNDATIONS REFER TO ENGINEERS

DETAILS (SHOWN INDICATIVELY)

400MM X 400MM PCC


COLOUR LIGHT GREY.

SAFETY BALUSTRADE;

REFER TO DRAWING

4320.10-LD-DET-601

CARBURUNDUM STRIP IN TREADS

1:24

300

900

SG

CK

CK

CK

tactile

CB

AC

SW

SW

cd

tactile

TW 58.75+

TW 58.13+

CK

57.875+

56.88+

56.88+57.84

+

Ø40MM STAINLESS STEEL

HANDRAIL

400MM X 400MM PCC


COLOUR LIGHT GREY.

400MM X 400MM BLISTER TACTILE

PAVING. COLOUR BUFF

CARBURUNDUM STRIP IN TREADS

PRE CAST CONCRETE STEP UNIT

850 400 400 300 300 300 300 300 400 400 400 145

TOP OF STEP BOTTOM

OF STEP

PCC RETAINING WALL REFER TO

DRAWING 4320.10-LD-DET-600

Ø40MM STAINLESS STEEL HANDRAIL

SAFETY BALUSTRADE;

REFER TO DRAWING

4320.10-LD-DET-601

CAR PARK BAY

75

Notes:










Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By


BOLDERWOOD CAMPUS


CP2 Hard Details

Typical Detail: Gabion Walls (Design Intent)


4320 10-LD-DET-603 A


NO

RT

H

Location Plan 1:100

D02

PCC Steps & Handrail (Design Intent)

603 Section A - A'

Scale 1:20


1. PRECAST CONCRETE STEPS:

REFER TO PERFORMANCE SPECIFICATION ON DRAWING

4320.10-LD-DET-600

SUBMIT A MINIMUM OF 1 SAMPLE STEP SECTION INCLUDING

CARBURUNDUM STIP (WITH COLOUR / TEXTURAL VARIANCE) FOR

APPROVAL.

SAFETY BALUSTRADE REFER TO DRAWING 4320.10-LD-DET-601

HANDRAILS FABRICATED FROM 316 STAINLESS STEEL WITH SCOTH BRITE

FINISH.

HANDRAIL PROFILES 40 Ø HANDRAIL AND POST AND INSTALLATION TO

COMPLY WITH PART M REGULATIONS.

HANDRAILS TO BE FIXED INTO PCC STAIRS CORE DRILLED INSERT AND

GROUTED USING SIKAGROUT - 300 SYSTEM EXPANDING GROUT OR

SIMILAR TO MATCH COLOR OF PCC.

D01

PCC Steps & Handrail (Design Intent)

603 Plan

Scale 1:20

A A'

400mm

15mm20mm 50mm

PLAN CORDUROY TACTILE

400mm

6mm6mm 6mm

6m

m4

00

mm

6m

m

15mm

400MM X 400MM PCC CORDUROY TACTILE

PAVING COLOUR LIGHT GREY.

400mm

50mm

20mm

400mm 400mm

6mm

6m

m

50

mm

15mm

400mm

PLAN BLISTER TACTILE

400mm

6mm6mm 6mm

6m

m4

00

mm

6m

m

33mm67mm

400MM X 400MM BLISTER TACTILE PAVING.

COLOUR BUFF.

2

0

2

1

2

2

4

2

4

3

4

4

CK

Notes:










Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By


BOLDERWOOD CAMPUS


CP2 Hard Details

Typical Detail: Tactile Paving


4320 10-LD-DET-605 A


NO

RT

H

D01

Typical Detail: Tactile Paving

605 Various

Scale 1:10

Location Plan NTS

Example Typical General Arrangement Plan NTS

CORDUROY TACTILE

BLISTER TACTILE

CYCLE ENCLOSURE

+57.53 +57.51 +57.42

Ex 56.07+

Ex 56.07+

56.20+

+56.18

+TW 56.78

56.70+57.20++57.36

+TW 57.88

+57.28

Site Boundary

+57.82 56.71+

CRO

SSW

ALK

Brushed finish insitu

concrete base to

interior

Rainwater downpipe

(indicative) to s/w

connection

9,230

21,600

130 (80 racks).

Galvanized metal

frame and posts

Metal grating - Lang

and Fulton - Terra 34

(100x34/25x2) fixed to

50x50 SHS frame

Sheffield cycle rack

Surface fixed with

concrete pads

underneath

finishes.

2,595

1,000

300

Single side use

rack

125x38mm timber fins

Metal grating - Lang and Fulton - Terra 34

(100x34/25x2) fixed to 50x50 SHS frame

1250mm width door with

self-closer and maglock with

card reader


self-closer, maglock with card

reader and push button exit

control mounted on stand

alone post

Push button exit

control on

stand-alone post

2,595

57.36

max 3.65

Metal grating - Lang

and Fulton - Terra

34 (100x34/25x2)

fixed to 50x50 SHS

frame

max 2.65

125x38mm timber fins

Galvanized metal frame - internal

clearance min 2m

Corrugated metal flat roof with gutter,

4 no. outlets and lighting

56.70

56.20

57.20

Galvanized I-section metal frame




4 no. outlets, lighting



card reader

minimum

headroom 2m

max 2.65

Galvanized I section metal frame

max 3.65


4 no. outlets and lighting



card reader



Lang and Fulton panel flush with outer face of

main post and frame

125x38mm timber fin

Horizontal box section rail with fixing brackets

at 125mm centres for 2 no. woodscrew

fixings. Rails positioned at approx. 750mm

centres.

main support post

25 40 125

Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By


A


BOLDREWOOD CAMPUS

CYCLE ENCLOSURES

1:100@A1 INFORMATION

4320 .10-LD-PLN-005 K

01.05.15 First issue EP EPEM

Site Location Plan

Scale: NTS

A

Plan

Scale: 1:100 @ A1

B

West elevation

Scale: 1:100 @ A1

E

North Elevation - Option A

Scale: 1:100 @ A1

D

Image of timber cladding used on multi-storey car park at Boldrewood

South Elevation - Option A

Scale: 1:100 @ A1

F

Section

Scale: 1:100 @ A1

C

Typical detail treatment of East/West elevation grating and timber fixings

Scale: 1:5 @ A1

I

g

g

g

g

g

3 4 5 6 7 8 9 10 11 12 16 17 18 19 20 21 22

23 24 25 26 27 28 29 30 31 35 36 37 38 39 40 41 42

868788

161 162 163 164 165

138 139 140 141 142 143

105 104 103 102 101 100 99 98 97

85 84 83 82

32

144 14515

166 167

1 2 1413

43 4433 34168 169

Legend:

Ownership Boundary

Extents of Works/ Application Boundary

Notes:








A 01.05.15 First Issue JB EM EP

NO

RT

H

Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By


BOLDREWOOD BLOCK D/G & CP2


EXISTING SITE PLAN


4320.10 LD-PLN-100 A

HARDSTANDING

TEMPORARY CAR PARK

CYCLE SHELTER

g

g

g

g

g

3 4 5 6 7 8 9 10 11 12 16 17 18 19 20 21 22

23 24 25 26 27 28 29 30 31 35 36 37 38 39 40 41 42

99 98 97

83 82

32

144 145 15

167

1 2 1413

43 4433 34168 169

Legend:

Trees/ shrub to be retained

Trees/vegetation to be

removed

Tree root ground protection

zone. Refer to drawing

4320.10-LD-PLN-101

Tree protection fencing.

Refer to drawing

4320.10-LD-PLN-101

Extent of Works/

Application Boundary

Ownership Boundary


Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By




CLEARANCE/MUCK-AWAY


4320.10 LD-PLN-102 A

AREA 1: Strip turf only

(max 50mm) and

stockpile

AREA 4: Break out and

muck-away as required

to form new carriageway

at reduced level.

AREA 5: Breakout and

muck-away to formation

of new hard surfaces

AREA 2:

1st operation - Strip 150mm turf and topsoil and

stockpile.

2nd operation - Excavate subsoil to required formation

and re-spread to form base layer to blind (400mm

below finished topsoil level)

3rd operation - Site-won topsoil and turf over blind

formation (assumed thickness 150-200mm) and

lightly consolidate topsoil levels to be made up using

imported topsoil. Refer to drawing

4320.10-LD-SEC-301

AREA 3: Grubout all

vegetation, strip 100mm topsoil

and muck-away. Excavate

subsoil to required formation

level.

NOTE:

No vegetation clearance or herbiciding

/topsoil strip to commence until precise

extent of works agreed on site with


Railings and associated

foundations to be broken

out and disposed off site

New trees to be planted in 2015

under separate contract

Carefully dismantle cycleshelter and relocate on new150mm concrete base.Location TBC.

58.0

0

57.0

0

55.0

0

56.0

0

57.00

54.0

0

55.0

0

No. 34

SG

AC

(binder and

surface only)

AC

g

CK

CK

CK

LB

LB

LB

6 7 8 9 10 11 12 16 17 18 19 20 21 22

28 29 30 31 35 36 37 38 39 40 41 4232

151413

43 4433 34

Covered CycleEnclosure

1:2

4

FEEDERPILLAR

CK

SG

AC

+57.28

+57.23

1:29 1:36

1:2

8

+58.39

1:3

6

1:3

7

1:4

8

1:2

51:1

7

1

:

2

2

56.0

0

Block H

+55.40

+58.000 (E)

+57.702 (E)

58.27(E)+

+58.157 (E)

+57.838 (E)

flat

1:57

1

:9

0

54.4

0

54.8

0 54.6

0

1:6

1:29

transition

fla

t

transition

1:4

1

1:3

3

1:3

3

1:22

1:50

1:30

1:2

0

1:21

1:4

0

1:4

0

1:22 1:22

1

:

2

1

.

5

55.2

0

1:21

fla

t

1:2

0

CREST +56.56

54.5

0

CR

EST

+56.5

6

+57.65 CREST

1:22

1:22

TW

58.7

5+

TW

58.7

5+

TW

58.2

9 +

TW

58.1

3+

+TW 58.13

+TW 58.13

TW

57.5

9 +

AC

AC

AC

AC

BP

BP

BP

BP

BPBP

CK CK

CK

CK CK

CK

CK

CK

CK

CK

CK

CK

CK

CK

CK

CK

CK

tactile

tactile

tactile

tactile

CB

CB

CB

CB

CB

CB

CBCB

SG

AC

LB

+57.70

+57.67

+57.54

57.11+

+56.95

+56.89

+56.95

+57.70

+57.86 +57.59

57.43 +

57.00+

+57.03+57.17+57.34

+57.15

55.86+

56.30+

56.42+

56.05+

56.40++56.88

+57.00

57.75+57.78+

56.52+

56.13+

55.92+

55.56+

55.40++56.51

58.43+

+58.40

+56.67

+56.88

56.88+

57.875 +

57.83 +

+57.95

57.00 +

56.22 +

56.06+

+58.51

58.30(E)+

+56.80(E)+54.80(E)

+55.40(E)

1:35

1:32

1:30

1:100 1:80

1:30

1:21

1:25

1:33

1:100

1:42

1:40 1:22

1:10

1:30

1:40

1:30

1:30

PTZPTZ

PTZ

SW

SW

SW SW

SW

Step

in

wall

Outline of attenuation chamber

Out

line

of p

etro

l int

erce

ptor

cd

cd

cd

cd

CKcd

cdcdcd

CK

tactile

Legend:

Extent of Works and Application Boundary

6m Column with luminaire (Single head).

Mechanical & Electrical:

(refer to electrical engineer'slighting layouts, schedules and

specification)

Sealed Gravel (pedestrian): Fibredec Needingworth

Golden Gravel. Refer to engineer's details &

specification.

SG

Asphalt Concrete. Refer to engineer's details &

specification.

AC

Block Paving: Aceson & Glover 'Boulevard' textured

block paving 200x150x80 thick & 150x150x80 thick.

Colours: Silver and Slate.- refer 4320.10-LD-DET-602.

Refer to engineer's details & specification.

BP

Litter Bin - MMCite 'Crystal' special requirements as

detailed and Q50/241.

Existing level

Proposed contour , at 0.2m intervals

Existing retained contour , at 0.2m intervals

+58.00(E)

Sealed Gravel 1 (trafficable) - Q23/222.

SG1

Conservation Kerb 145x255x915 upright. Kerbs

include straight, quadrant (305x305x255), and standard

radius kerbs. Refer to engineer's details & specification.

Existing Tree Planting - showing canopy (solid), Root Protection

Zone (dashed).

Proposed Trees

Proposed planting

Hardworks:

Furniture:

Softworks:

(Refer to LUC topsoil plan 4320.03.300 & planting plan 4320.03.400).

CK

LB

CCTV camera (PTZ) - To contractors' design. Pole finish

as light columns.

Conservation flush (centre) kerb 145x145x915.

Refer to engineer's details & specification.

CB

6m Column with luminaire (Double head).

Ownership Boundary

5

8

.

0

0

5

8

.

0

0

Proposed level

(Refer to engineer's layouts for carriageway and car

park levels

+58.00

XXXXXXXXXXXXXXXXXXXXXXXXXXX

Road studs: Meon K02.ASR Ali Ribbed Pelistud TD

installed with Skidgrip RU Resin. Refer to engineer's

details & specification.

RS

Surface water chamber with round ductile iron cover and

frame - refer to engineers drawings and specification.

Channel drain: Refer to engineers drawings and

specification.

SW

cd

PTZ

Notes:








A 30.04.15 First Issue RB RB EP

NO

RT

H

Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By




CP 2

HARDWORKS GENERAL ARRANGEMENT


4320.10 LD-PLN-200 A

7 No. Trees installed under

separate contract

16 17 18 19 20 21 22

35 36 37 38 39 40 41 42

151413

43 44

Covered Cycle

Existing

Pond

E

X

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E

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EXISTIN

G SH

RU

BS

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TP1250

TP1250

TP1250

TP1250

TP1250

TP1250

TP1250

TP1250

TP1250

TP1650TP1650

TP1650

TP1650

TP1250

TP1650

Key:100mm imported topsoil tolevel off re-graded verge toedge of car park

400mm topsoil comprising150mm base layer usingsite-won topsoil, includingturfs and 250mm importedtopsoil. Fertilizer and compostincorporated to full depth 1:10by volume

Treepit 1650x1650x900mmimported topsoil with 1:10 byvolume compost and slowrelease fertilizer

Treepit 1250x1250x800mmimported topsoil with 1:10 byvolume compost and slowrelease fertilizer

Ownership Boundary

Extent of Works/ ApplicationBoundary


NO

RT

H

Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By


BOLDREWOOD - CP2


GENERAL ARRANGEMENT

TOPSOILING PLAN


4320.10 LD-PLN-300 A

Note :Make allowance for 50mm amenity bark mulch oncompletion of planting

16 17 18 19 20 21 22

35 36 37 38 39 40 41 42

151413

43 44

Covered CycleEnclosure

60no. Prunus lusc.

425no. Euphorbia

robbiae

72no. Dryopteris filix-mas

38no. Corylus avellana

67no. Cornus alba

elegantissima

9no. BETULA PENDULA M/S

200no. Rhododendron - Note 6

80no. Hedera hibernica

1no. BETULA PENDULA M/S


3no. QUERCUS PALUSTRIS

105no. Rosa rugosa

108no. Miscanthus sinensis


108no. Cornus alba

elegantissima

42no. Dryopteris

filix-mas

81no. Corylus avellana

224no. Euphorbia robbiae

132no. Prunus lusc.

60no. Prunus lusc.

Grass Verge - Note 1

Strained Wire Fence -

Note 2

Timber Edge -

Note 3

Grass Path - Note 4

Bund - Note 5

Pond enhancement

- Note 7

Tree Groups

- Note 8

Existing

Pond

88no. Dryopteris filix-mas

27no. Prunus lusc.

Timber Edge - Note 3

R1

R2

R3

R1

R1

R1

R1

R2

R2

R2

R2

R3

R3

R3

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S


NO

RTH

Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798

Do not scale from this drawing© Drawing & Design Copyright of Land Use Consultants

Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk

Iss Date Issue Notes DrawnBy

CheckedBy

ApprovedBy

MARITIME CENTRE OF EXCELLENCEBOLDREWOOD - CP2


SOFTWORKS GENERAL ARRANGEMENTCP2 PLANTING PLAN

1:125@A1 STAGE C

4320.10 LD-PLN-400 A

Note 1Grass verge. Make good on completion up to worksboundary fence, allowing for a 2m making goodstrip. Form 1m level shoulder and grade back toexisting. Blind off with 100mm imported screenedtopsoil and seed over. Finish with 600mm turf stripback of kerb.

Note 2Install strained wire fence 0.75m high usingsoftwood posts and 2no double strained hightensile wires, with bracing posts driven in at 45o atends of fence. To BS 1722-2.

Note 3Install 150x38 (15year preservative) softwoodedging board. Board secured to 50x50x450 pegsdriven in at 1200 c/s. Boards supplied with pre-cutclosely-spaced vertical grooves to achieve smoothcurves to installation. Set board with smoothvertical alignment, adjusting height above existinglevel as necessary to smooth out localised leveldeviations and securing with extra-long stakes. Oncompletion dress outside face of board withimported topsoil and place 600mm turf strip tomarry in.

Note 41.5m strip of existing grass to be retained andprotected to form across path between proposedand existing vegetation.

Note 5Bund formed with level - topped crest. Crest levelto be set 700mm above car park adjacent level. Toeof bund to grade back to existing level with timberedge restraint as per Note 3.

Note 6Rhododenrons (Hatched area) in 3 colour varietiesas keyed below:R1 - whiteR2 - light pinkR3 - dark pinkTo be supplied by Millais Nurseries Tel: 01252792698 www.rhododendrons.co.uk.

Note 7Pond Enhancement (refer to inset detail)Carry out the following to existing pond:

1. Carefully lift and remove existing irises frompond, split rhizomes and set aside. Remove50% of remaining aquatic vegetation.

2. Carefully dismantle and dispose of edgingstones.

3. Strip 50mm depth turf perimeter and disposeof turfs. Excavate a level margin to pondsurrounds varying between 0.5 - 1m width and250mm depth below rim of existing pond linerand set aside.

4. Line excavated margin with black PVC pondliner with 200mm lapped joints. Retain liner inanchor trench and lap over rim of existing liner100mm below pond water level.

5. Backfill with excavated material and level off.Saturate with water and plant immediatelywith aquatic plants as per planting schedule.

6. Grade in surrounding grass edges and makegood with new turf.

Note 87no. Taxodium distichum, 3.5-4m standards beinginstalled under separate contract Q2 2015.

Note 9Existing mowing regime to be relaxed to 2no. cutsper annum.

FALL

+56.89

+57.59

+55.30

VARIES 2500 - 4000 mm

PARKING BAY REFER

TO 4320.10-LD-DET-602

FOR DETAILS AND

SPECIFICATION

TREE PROTECTION FENCE IN

ACCORDANCE WITH BS

5837:2012 TREES IN RELATION

TO DESIGN, DEMOLITION AND

CONSTRUCTION AND

RECOMMENDATIONS AND

EXISTING GRASS TO BE

PROTECTED

+55.30

LIGHTING COLUMN

REFER TO ENGINEERS

INFORMATION FOR

DETAILS AND

SPECIFICATION

600mm

70

0m

m

600mm

FEATHER IN EDGING WITH

IMPORTED TOPSOIL AND

TURF OVER TO

1. SUBSOIL FILL SITE-WON AND SUPPLEMENTED

WITH IMPORTED MATERIAL AS REQUIRED

2. SITE WON TOPSOIL/ TURF - ASSUMED

THICKNESS 150 - 200 MM

3. IMPORTED TOPSOIL (MIN 250 MM) TO MAKE UP

OVERALL TOPSOIL DEPTH OF 400 MM

1 : 4 SLOPE

(GRADIENTS

MAY VARY)

1 : 4 SLOPE

(GRADIENTS

MAY VARY)

1

2

3

SERVICE DUCTS

REFER TO ENGINEERS

INFORMATION FOR

DETAILS AND

SPECIFICATION

56.0

0

55.0

0

CREST +56.56

+57.65 CREST

A

A'

Notes:










Scale Status

LONDON NW1 1JD

T: 020 7383 5784

43 Chalton Street

[email protected]

F: 020 7383 4798



Job No. Issue

Title

Client

Project

Drawing No.

www.landuse.co.uk


Drawn

By

Checked

By

Approved

By


BOLDERWOOD CAMPUS


CP2 Southern Boundary

Bund Cross Section


4320 10-LD-SEC-301 A


NO

RT

H

Location Plan 1:200

D01

Bund Cross Section A - A'

301 Section

Scale 1:50

6mm width - chris anthony homepage design packages 1. precast concrete walls: xperformance standard...

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