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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;
80X15MM MILD STEEL FLAT BAR
BALUSTRADE PANELS. REFER TO DRAWING
FOR DETAILS 4320.10-LD-DET-601
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;
80X15MM MILD STEEL FLAT BAR
BALUSTRADE PANELS. REFER TO DRAWING
FOR DETAILS 4320.10-LD-DET-601
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
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:
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.
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
Typical Detail: Railing (Design Intent)
1:10 @ A3 INFORMATION
4320 10-LD-DET-601 A
A 01.05.15 First Issue EM EP EP
NO
RT
H
D01
Typical Detail: Railing (Design Intent)
601 Section
Scale 1:10
CONTRACTOR DESIGN PACKAGES
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'
'BOULEVARD' TEXTURED
BLOCK PAVING
150X150MM 'SLATE' SOLDIER
COURSE 'BOULEVARD'
TEXTURED
BLOCK PAVING
150X150MM 'SILVER'
'BOULEVARD' TEXTURED
BLOCK PAVING
145MM CONSERVATION KERB
FLUSH
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.
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
Typical Detail: Car Park Paving Aisle Detail
NTS INFORMATION
4320 10-LD-DET-602 A
A 01.05.15 First Issue EM EP EP
NO
RT
H
D01
Typical Detail: Car Park Paving Aisle Detail
602 PLAN
NTS
CONTRACTOR DESIGN PACKAGES
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
CORDUROY TACTILE PAVING.
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
CORDUROY TACTILE PAVING.
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:
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.
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
Typical Detail: Gabion Walls (Design Intent)
1:20 @ A2 INFORMATION
4320 10-LD-DET-603 A
A 01.05.15 First Issue EM EP EP
NO
RT
H
Location Plan 1:100
D02
PCC Steps & Handrail (Design Intent)
603 Section A - A'
Scale 1:20
CONTRACTOR DESIGN PACKAGES
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:
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.
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
Typical Detail: Tactile Paving
1:10 @ A3 INFORMATION
4320 10-LD-DET-605 A
A 01.05.15 First Issue EM EP EP
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
1250mm width door with
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
Metal grating - Lang and Fulton - Terra 34
(100x34/25x2) fixed to 50x50 SHS frame
Corrugated metal flat roof with gutter,
4 no. outlets, lighting
1250mm width door with
self-closer and maglock with
card reader
minimum
headroom 2m
max 2.65
Galvanized I section metal frame
max 3.65
Corrugated metal flat roof with gutter,
4 no. outlets and lighting
1250mm width door with
self-closer and maglock with
card reader
Metal grating - Lang and Fulton - Terra 34
(100x34/25x2) fixed to 50x50 SHS frame
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
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
UNIVERSITY OF SOUTHAMPTON
A
MARITIME CENTRE OF EXCELLENCE
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:
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 JB EM EP
NO
RT
H
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
BOLDREWOOD BLOCK D/G & CP2
UNIVERSITY OF SOUTHAMPTON
EXISTING SITE PLAN
1:250@A1 INFORMATION
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
A 30.04.15 First Issue JB EM EP
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
BOLDREWOOD BLOCK D/G & CP2
UNIVERSITY OF SOUTHAMPTON
CLEARANCE/MUCK-AWAY
1:250@A1 INFORMATION
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
landscape architect.
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:
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 30.04.15 First Issue RB RB EP
NO
RT
H
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
BOLDREWOOD BLOCK D/G & CP2
UNIVERSITY OF SOUTHAMPTON
CP 2
HARDWORKS GENERAL ARRANGEMENT
1:200@A1 INFORMATION
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
I
S
T
I
N
G
S
H
R
U
B
S
E
X
I
S
T
I
N
G
S
H
R
U
B
S
EXISTIN
G SH
RU
BS
E
X
I
S
T
I
N
G
S
H
R
U
B
S
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
A 30.04.15 First Issue JB EM EP
NO
RT
H
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
BOLDREWOOD - CP2
UNIVERSITY OF SOUTHAMPTON
GENERAL ARRANGEMENT
TOPSOILING PLAN
1:125@A1 INFORMATION
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
360no. Hedera hibernica
3no. QUERCUS PALUSTRIS
105no. Rosa rugosa
108no. Miscanthus sinensis
944no. Hedera hibernica
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
E
X
I
S
T
I
N
G
S
H
R
U
B
S
E
X
I
S
T
I
N
G
S
H
R
U
B
S
EXISTIN
G SH
RU
BS
E
X
I
S
T
I
N
G
S
H
R
U
B
S
A 30.04.15 First Issue JB EM EP
NO
RTH
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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
UNIVERSITY OF SOUTHAMPTON
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:
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.
Scale Status
LONDON NW1 1JD
T: 020 7383 5784
43 Chalton Street
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 Southern Boundary
Bund Cross Section
1:50 @ A2 INFORMATION
4320 10-LD-SEC-301 A
A 01.05.15 First Issue EM EP EP
NO
RT
H
Location Plan 1:200
D01
Bund Cross Section A - A'
301 Section
Scale 1:50