Williams Corporation 6 St Leonards Rd Auckland › wp-content › ...projection is transverse...
Transcript of Williams Corporation 6 St Leonards Rd Auckland › wp-content › ...projection is transverse...
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Sheet IndexLayout ID
01020304050607080910
Layout NameCoverExisting Site PlansProposed Site PlanGround Floor PlansFirst Floor PlansUnits 1-3 ElevationsUnit 4 ElevationsUnits 5-8 ElevationsOutlook Space Plans & Sun StudyCivil Site Drainage Plan
Issued Remark
8 x New TownhousesWilliams Corporation
6 St Leonards RdKelston
Auckland
Architectural Designers & Project Management
www.urbandesignnz.co.nz - [email protected] - 300 Richmond Road, Grey Lynn, AucklandNew Homes - Lifestyle Homes - Beach Homes - Land and House Packages
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Architectural Designers & Project Management Services
Revision Notes: TITLE: Existing Site Plans
Client:
Address:
Williams Corporation
6 St Leonards Rd
Kelston
Auckland
Scale:
Drawn By:
As Shown @ A1
Start Date:
Print Date:
11/09/2019
4/12/2019
SheetRevision RC RFI
2CC
ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD
DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN
ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.
NOTES:
ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS
MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011
FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS
PER NZS 3604 : 2011
KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.
FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.
ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL
TERRITORIAL AUTHORITY REQUIREMENTS.
WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.
ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.
VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.
SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION
SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.
Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln
This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party
without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and
levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with
the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa
RC RFI - Revised 14-Nov-19
SW Tanks Added - 25/10/19
26.0
26.0
27.0
27.0
28.0
25.4
25.6
25.6
25.8
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26.2
26.2
26.4
26.4
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26.6
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26.8 26.8
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27.2
27.2
27.4
27.6
27.6
27.828.2
28.428.6
SWMH 391LL=27.78
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112°26'50" 19.70
202°
26'5
0" 4
1.08
292°26'50" 19.70
22°2
6'50
" 41.
08
Road Sign
Road SignPower Pole
Power Pole
Street Light
Fire Hydrant
Water Meter
(20.
12)
ST LEONARDS ROAD
WWMH 392LL=27.89
150m
mØ
Was
tew
ater
Mai
n
(App
roxim
ate
loca
tion
from
Cou
ncil
Reco
rds)
Existing Dwelling
Steps
Grass Berm
Channel
Footpath
Hedge
Garage
Porch
Conc
Area in Grass
100mmØ Water Main
(Approximate location from Council Records)
Conc
Top of Kerb
Wooden Fence
Sealed
Gravel
Conc Retaining Wall
Wooden Retaining Wall
Top Floor
Covered Area
10DP 404768 St Leonards Road
FFL=26.08
FFL=27.62
FFL=27.49
Gully Trap
Gully Trap
Gully Trap
Gully Trap
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Conc
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Carport
Area in Grass
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150mmØ Wastewater Main
(Approximate location from Council Records)
150mmØ Wastewater Main
Woo
den
Fenc
e
Area in Grass
Steps
Porch
Conc
26.8
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26.8
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26.8
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29.1
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29.1
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28.8
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28.7
330.
1230
.1330
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29.87
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30.7
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31.5
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29.3
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30.2
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030
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30.1
430
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31.26
31.25
33.83
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32.8732.87
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31.3931.54 31.30
32.97
32.93
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31.2
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29.1
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29.7
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32.9
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32.3
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36.4
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30.5031.32
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26.8926.8
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27.7728.63
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25.42
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25.40
25.35
25.35
25.49
25.56
25.55
25.5025.51
25.56
25.56
25.53
25.78
25.62
25.60
25.61
25.55
25.66
25.68
25.8
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26.92
26.8826.94
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26.3
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27.1
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27.3
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27.0
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326
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25.8
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25.64
25.85
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25.63
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25.8925.94
25.61
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25.57
25.57
25.53
27.16
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27.17
27.20
27.2427.32
27.33
27.27
27.43
27.2
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26.7
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26.0
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26.8
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27.45
27.27
27.23
26.1
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26.7
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26.9
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27.2
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27.3
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27.3
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27.1
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25.4625.44
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25.68
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27.68
28.47
28.52
27.78
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27.3
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25.4525.47
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25.82
25.70
25.67
25.69
25.85
25.96
25.9
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9DP 404766 St Leonards Road
8DP 404764 St Leonards Road
6DP 4047674 Archibald Road
2DP 143637
2 Bamboo Grove
11DP 4047610 St Leonards Road
Grass Berm
Grass Berm
Grass Berm
NOTES:· HORIZONTAL DATUM IS GEODETIC 2000.
PROJECTION IS TRANSVERSE MERCATOR.ORIGIN IS MT EDEN CIRCUIT, AT 800 000mN 400 000mE.
· HEIGHT DATUM IS AUCKLAND VERTICAL DATUM 1946 (MSL).· BOUNDARIES SHOWN ON THIS PLAN ARE FROM LANDONLINE. IF THE
POSITION OF THE BOUNDARIES IS REQUIRED A REDEFINITION SURVEYSHOULD BE UNDERTAKEN.
· SOURCED FROM THE LINZ DATA SERVICE AND LICENSED FOR REUSE UNDERTHE CC BY 4.0 LICENCE.
· EASEMENTS, COVENANTS AND OTHER LEGAL INSTRUMENTS PERTAININGTO THIS SITE MAY NOT BE REPRESENTED ON THIS PLAN. A FULLINVESTIGATION OF LEGAL RECORDS SHOULD BE UNDERTAKEN.
· NOT ALL PUBLIC & PRIVATE DRAINAGE INFORMATION IS SHOWN ON THISPLAN. SYMBOLS AND MODELS OF SERVICES ARE SHOWNDIAGRAMMATICALLY ONLY AND NOT TO SCALE.
· THE POSITION AND ALIGNMENT OF SERVICES SHOWN ON THIS PLAN HAVEBEEN OBTAINED FROM COUNCIL RECORDS AND ARE SUBJECT TO THEERRORS OR OMISSIONS OF THAT DATA, THEY SHOULD NOT BE USED FORDESIGN PURPOSES. ALL SERVICES SHOULD BE LOCATED BEFORE ANYDESIGN OR CONSTRUCTION BEGINS.
· CRITICAL LEVELS SHOULD BE CHECKED ON SITE PRIOR TO DESIGN. THELEVELS SHOWN ON THIS PLAN MAY NOT CORRESPOND TO THE COUNCIL'SDEFINITION OF GROUND LEVEL FOR DESIGN PURPOSES.
· CONTOURS SHOWN ON THIS PLAN HAVE BEEN ELECTRONICALLYCOMPUTED, THEY MAY NOT REPRESENT THE TRUE GROUND LEVELS.
· THE SIZE AND POSITION OF TREES SHOWN ON THIS PLAN IS APPROXIMATE.THE TREE 'TYPE' IS A BEST GUESS. IF CRITICAL, TREES SHOULD BEIDENTIFIED BY A QUALIFIED ARBORIST.
0Scale m
1 2 3 4 5 10
nDA
TE: 1
6/09/2
019 5
:00:56
PM
LOGI
N NA
ME: S
ARAH
CAM
MICK
LOCA
TION
: V:\3
1004
- 6 S
t Leo
nard
s Rd,
Kelst
on\S
urve
ying\1
2D C
AD\12
d CAD
\3100
4-SU
R-XX
-XX-
DRG-
120-
S2-P
1.dwg
www.envivo.co.nz
DISCLAIMER:THIS DRAWING SHALL ONLY BE USED FOR THE PURPOSES AGREED BY ENVIVO LTD AND ITSCLIENT.ENVIVO LTD ACCEPTS NO LIABILITY OR RESPONSIBILITY WHATSOEVER FOR, OR IN RESPECT OF,ANY USE OF, OR RELIANCE UPON THIS DRAWING BY ANY THIRD PARTY.SCALE WITH CAUTION. THIS DRAWING MAY HAVE DEFORMED DURING REPRODUCTION. IFCLARITY IS REQUIRED, REFER TO ENGINEER.THE CONCEPTS AND INFORMATION CONTAINED IN THIS DRAWING ARE THE COPYRIGHT OFENVIVO LTD. USE OR COPYING OF THIS DRAWING IN WHOLE OR PART WITHOUT WRITTENPERMISSION OF ENVIVO LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT.
envivo ltd po box 109 207 newmarket auckland 1149+64 9 630 9512 [email protected]
SCALE @A1; @A3
PROJECT ORIG ZONE LOC TYPE RL DRG No SUIT REV
- - - -
DATE DATE
DRAWN DESIGNEDSURVEYED
DATE
APPROVED
DATE
LEGAL DESCRIPTION
PROJECT/LOCATION
TITLE
RECORD OF TITLE
ZONING
REV BY DATE APP'D REVISION/ COMMENTS
- -- -
SITE PLAN
6 ST LEONARDS ROAD, KELSTON
LOT 9 DP 40476
NA1081/3, 809 m²
RP/BP
13/09/19
SC
16/09/19
1:100; 1:200 RESIDENTIAL-MIXED HOUSING URBAN
31004 SUR XX XX DR G 120 S2 P1
WW WW
25.67
HEDGE
TREES
FENCES
EXISTING BUILDINGS (EXTERIOR CLADDING)
MEASUREMENTS (METRES)
ABUTTAL BOUNDARIES
LOT BOUNDARIESLEGEND
WASTE WATER LINESTORM WATER LINEOVERHEAD POWER LINE
MINOR CONTOURS (0.2m INTERVAL)MAJOR CONTOURS (1m INTERVAL) 20
SW SW
P P
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BUILDING EAVES (TOP OF GUTTER)EDGE OF CONCRETE
TRUNK SURVEYED, DRIPLINE ESTIMATED
SURVEYED DRIPLINE & TRUNK
EASEMENT BOUNDARIES
ROAD BOUNDARIES
26.0
26.0
27.0
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25.6
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25.8
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26.2
26.2
26.4
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26.8
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27.2
27.2
27.4
27.6
27.6
27.828.2
28.428.6
SWMH 391LL=27.78
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112°26'50" 19.70
202°
26'5
0" 4
1.08
292°26'50" 19.70
22°2
6'50
" 41.
08
Road Sign
Road SignPower Pole
Power Pole
Street Light
Fire Hydrant
Water Meter
(20.
12)
ST LEONARDS ROAD
WWMH 392LL=27.89
150m
mØ
Was
tew
ater
Mai
n
(App
roxim
ate
loca
tion
from
Cou
ncil
Reco
rds)
Existing Dwelling
Steps
Grass Berm
Channel
Footpath
Hedge
Garage
Porch
Conc
Area in Grass
100mmØ Water Main
(Approximate location from Council Records)
Conc
Top of Kerb
Wooden Fence
Sealed
Gravel
Conc Retaining Wall
Wooden Retaining Wall
Top Floor
Covered Area
10DP 404768 St Leonards Road
FFL=26.08
FFL=27.62
FFL=27.49
Gully Trap
Gully Trap
Gully Trap
Gully Trap
WW
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Footpath
Grass Berm
Woo
den
Fenc
e
Woo
den
Fenc
e
Pedestrian Crossing
Conc
Gravel
Carport
Area in Grass
WW
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WW
WW
WW
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WW
WW
WW
WW
150mmØ Wastewater Main
(Approximate location from Council Records)
150mmØ Wastewater Main
Woo
den
Fenc
e
Area in Grass
Steps
Porch
Conc
26.8
2
26.8
7
26.8
6
29.1
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29.1
7
28.8
1
28.7
330.
1230
.1330
.29
30.2
6
29.87
29.83
32.8132.81
30.7
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31.5
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31.5
831.4
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31.5
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29.3
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29.3
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30.2
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30.27
29.6
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29.3
4
29.42
31.2
631
.26
30.33
30.7
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30.7
030
.19
30.1
430
.74
31.26
31.25
33.83
29.4
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29.5
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32.8732.87
29.0330.0
3
31.3931.54 31.30
32.97
32.93
33.2
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31.2
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31.2
3
29.1
9
29.7
3
32.9
3
32.3
9
32.4
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33.8
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36.4
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36.4
3
30.5031.32
31.7
9
33.5
0
33.8
4
33.1
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31.8
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31.6
2
31.2
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26.8926.8
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26.79
26.86
26.88
26.9
826
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26.36
26.3426.3726
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27.60
27.61
27.59
27.70
27.7728.63
28.3528.45 28.45
28.37
28.16
25.85
25.64
25.6
7
27.3
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27.4
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27.90
26.2
926
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26.1
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26.2
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26.2
426
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27.11
27.63
27.6
1
25.9
2
27.60
25.57
25.55
25.42
25.42
25.40
25.35
25.35
25.49
25.56
25.55
25.5025.51
25.56
25.56
25.53
25.78
25.62
25.60
25.61
25.55
25.66
25.68
25.8
925
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27.08
26.92
26.8826.94
26.3
326
.31
26.3
4
26.5
5
26.5
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26.6
426.6
0
26.7
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27.1
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27.3
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27.3
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27.0
7
26.7
326
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4
25.8
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25.8
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25.62
25.64
25.85
25.9
7
26.0
1
25.78
25.63
25.63
25.8925.94
25.61
25.60
25.57
25.57
25.53
27.16
27.16
27.17
27.20
27.2427.32
27.3327.27
27.43
27.2
1
26.7
9
26.0
9
26.1
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26.8
0
26.9
3
27.1
8
27.45
27.27
27.23
26.1
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26.7
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26.9
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27.2
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27.3
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27.1
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26.9
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26.1
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25.48
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26.3
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26.1
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25.9
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26.8
8
27.0
127
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27.1
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27.1
6
27.15
27.64
27.68
28.47
28.52
27.78
27.18
27.3
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27.1
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26.9
7
26.7
5
26.2
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26.9
6
27.0
3
27.1
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27.4
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27.4
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25.9
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30.1
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25.49
25.82
25.70
25.67
25.69
25.85
25.96
25.9
1
25.76
9DP 404766 St Leonards Road
8DP 404764 St Leonards Road
6DP 4047674 Archibald Road
2DP 143637
2 Bamboo Grove
11DP 4047610 St Leonards Road
Grass Berm
Grass Berm
Grass Berm
0Scale m
1 2 3 4 5 10
n
DATE
: 16/0
9/201
9 5:00
:57 P
MLO
GIN
NAME
: SAR
AH C
AMMI
CKLO
CATI
ON: V
:\310
04 -
6 St L
eona
rds R
d, Ke
lston
\Sur
veyin
g\12D
CAD
\12d C
AD\31
004-
SUR-
XX-X
X-DR
G-12
0-S2
-P1.d
wg
www.envivo.co.nz
DISCLAIMER:THIS DRAWING SHALL ONLY BE USED FOR THE PURPOSES AGREED BY ENVIVO LTD AND ITSCLIENT.ENVIVO LTD ACCEPTS NO LIABILITY OR RESPONSIBILITY WHATSOEVER FOR, OR IN RESPECT OF,ANY USE OF, OR RELIANCE UPON THIS DRAWING BY ANY THIRD PARTY.SCALE WITH CAUTION. THIS DRAWING MAY HAVE DEFORMED DURING REPRODUCTION. IFCLARITY IS REQUIRED, REFER TO ENGINEER.THE CONCEPTS AND INFORMATION CONTAINED IN THIS DRAWING ARE THE COPYRIGHT OFENVIVO LTD. USE OR COPYING OF THIS DRAWING IN WHOLE OR PART WITHOUT WRITTENPERMISSION OF ENVIVO LTD CONSTITUTES AN INFRINGEMENT OF COPYRIGHT.
envivo ltd po box 109 207 newmarket auckland 1149+64 9 630 9512 [email protected] ltd po box 109 207 newmarket auckland 1149+64 9 630 9512 [email protected]
NOTES:· HORIZONTAL DATUM IS GEODETIC 2000.
PROJECTION IS TRANSVERSE MERCATOR.ORIGIN IS MT EDEN CIRCUIT, AT 800 000mN 400 000mE.
· HEIGHT DATUM IS AUCKLAND VERTICAL DATUM 1946 (MSL).· BOUNDARIES SHOWN ON THIS PLAN ARE FROM LANDONLINE. IF THE
POSITION OF THE BOUNDARIES IS REQUIRED A REDEFINITION SURVEYSHOULD BE UNDERTAKEN.
· SOURCED FROM THE LINZ DATA SERVICE AND LICENSED FOR REUSE UNDERTHE CC BY 4.0 LICENCE.
· EASEMENTS, COVENANTS AND OTHER LEGAL INSTRUMENTS PERTAININGTO THIS SITE MAY NOT BE REPRESENTED ON THIS PLAN. A FULLINVESTIGATION OF LEGAL RECORDS SHOULD BE UNDERTAKEN.
· NOT ALL PUBLIC & PRIVATE DRAINAGE INFORMATION IS SHOWN ON THISPLAN. SYMBOLS AND MODELS OF SERVICES ARE SHOWNDIAGRAMMATICALLY ONLY AND NOT TO SCALE.
· THE POSITION AND ALIGNMENT OF SERVICES SHOWN ON THIS PLAN HAVEBEEN OBTAINED FROM COUNCIL RECORDS AND ARE SUBJECT TO THEERRORS OR OMISSIONS OF THAT DATA, THEY SHOULD NOT BE USED FORDESIGN PURPOSES. ALL SERVICES SHOULD BE LOCATED BEFORE ANYDESIGN OR CONSTRUCTION BEGINS.
· CRITICAL LEVELS SHOULD BE CHECKED ON SITE PRIOR TO DESIGN. THELEVELS SHOWN ON THIS PLAN MAY NOT CORRESPOND TO THE COUNCIL'SDEFINITION OF GROUND LEVEL FOR DESIGN PURPOSES.
· CONTOURS SHOWN ON THIS PLAN HAVE BEEN ELECTRONICALLYCOMPUTED, THEY MAY NOT REPRESENT THE TRUE GROUND LEVELS.
· THE SIZE AND POSITION OF TREES SHOWN ON THIS PLAN IS APPROXIMATE.THE TREE 'TYPE' IS A BEST GUESS. IF CRITICAL, TREES SHOULD BEIDENTIFIED BY A QUALIFIED ARBORIST.
WW WW
25.67
HEDGE
TREES
FENCES
EXISTING BUILDINGS (EXTERIOR CLADDING)
MEASUREMENTS (METRES)
ABUTTAL BOUNDARIES
LOT BOUNDARIESLEGEND
WASTE WATER LINESTORM WATER LINEOVERHEAD POWER LINE
MINOR CONTOURS (0.2m INTERVAL)MAJOR CONTOURS (1m INTERVAL) 20
SW SW
P P
////
BUILDING EAVES (TOP OF GUTTER)EDGE OF CONCRETE
TRUNK SURVEYED, DRIPLINE ESTIMATED
SURVEYED DRIPLINE & TRUNK
EASEMENT BOUNDARIES
ROAD BOUNDARIES
SCALE @A1; @A3
PROJECT ORIG ZONE LOC TYPE RL DRG No SUIT REV
- - - -
DATE DATE
DRAWN DESIGNEDSURVEYED
DATE
APPROVED
DATE
LEGAL DESCRIPTION
PROJECT/LOCATION
TITLE
RECORD OF TITLE
ZONING
REV BY DATE APP'D REVISION/ COMMENTS
- -- -
AERIAL SITE PLAN
6 ST LEONARDS ROAD, KELSTON
LOT 9 DP 40476
NA1081/3, 809 m²
RP/BP
13/09/19
SC
16/09/19
1:100; 1:200 RESIDENTIAL-MIXED HOUSING URBAN
31004 SUR XX XX DR G 121 S2 P1
-
ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTORPRIOR TO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZLTD SHOULD DIMENSIONS OR POSITIONS VARY TO THAT SHOWN
IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT INACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS
STOP WORK AND CONTACT DESIGNER IMMEDIATELY.SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION
SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.
NOTES:
Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln
ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS
MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011
FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS PER
NZS 3604 : 2011KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE '
MEASUREMENTS PRIOR TO FABRICATION.FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHEN
MANUFACTURERS DOCUMENTS.ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBCHAND BOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND
LOCAL TERRITORIAL AUTHORITY REQUIREMENTS.WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOW
OPENING SIZES PRIOR TO FABRICATION.ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCE
WITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604
SECTION 4.8.
TITLE: Proposed Site Plan
Client:
Address:
Williams Corporation
6 St Leonards Rd
Kelston
Auckland
Scale:
Drawn By:
As Shown @ A1
Start Date:
Print Date:
11/09/2019
4/12/2019
Revision RC RFI
CC
Sheet
3
Revision Notes:
This Drawing remains the property of Urban Design Ltd. Itmust not be used, copied or handed to any third party without
the written permission of Urban Design Ltd.The Contractor shall check and verify all dimensions and
levels prior to commencing any work.All construction shall be in accordance with NZS 3604, unless
specifically Engineered, and in accordance with the currentBuilding Act.
ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa
Architectural Designers & Project Management Services
RC RFI - Revised 14-Nov-19
SW Tanks Added - 25/10/19
27.77 m238.38 m2
13.49 m2
17.07 m2
12.25 m2
21.39 m2
42.36 m2
21.39 m2
58.15 m2
83.15 m2
58.15 m2
66.00 m2
116.73 m2
76.54 m2
61.19 m2
91.97 m2
96.60 m2
64.68 m2
55.98 m2
71.30 m2
52.97 m2
52.97 m2
60.12 m2
N
5,001 6,175 1,100 1,200 1,100 7,490 4,830 1,200 1,550 8,930 2,500
1,92
34,
248
4,31
54,
315
4,29
860
0
5,001 6,175 2,300 820 5,000 7,000 600 2,750 8,930 2,500
3,50
01,
100
4,29
84,
315
4,29
868
81,
500
1,92
317
,175
600
3,50
01,
100
13,5
981,
500
398
1,50
0
500
2,50
02,
500
2,50
02,
500
840
4,34
14,
315
4,34
1
2,84
01,
465
2,85
01,
465
2,85
036
52,
840
3,23
8
1,000
1,000
1,000
+27,025
+27,025
+26,200
D13
D13
33.03 m2
38.37 m2
38.53 m2
48.39 m2
26.65 m2
26.54 m2
26.65 m2
26.23 m2
197.25 m2
6.54 m2
6.50 m2
6.54 m2
3.00 m2
3.01 m2
3.01 m2
3.00 m2
3.42 m2
HRB - A3m @ 45°
HRB - B3m @ 45°
HRB - C3m @ 45°
HRB - D3m @ 45°
HRB - E3m @ 45°
HRB - F3m @ 45°
HRB - G3m @ 45°
HRB - H3m @ 45°
2.5m set-backblock wall extended
500mm past building line
SITE LIGHTING:- all paths to be well lit.- lighting to front doors of each unit to light path.These lights to be on a timer for security
LANDSCAPING:- refer to landscaping plan for fencing, surfacesand site structures.- landscape plan is conceptual and subject tofurther design development.- contractor to confirm all works with landscapedesigner and owner.
GROUND LEVELS:- Contractor to confirm that finished ground levelsare formed to allow surface water to run awayfrom the building.- min. 150mm to paved / impermeable surfaces- min. 225mm to permeable surfaces
PATHS:- all paths to be concrete and have a selected slipresistance to comply with Table 2 D1/AS1- (broomed or exposed aggregate)
DIMENSIONS:- Dimension shown at to the timber framing
NOTEhwc piping wrapped in Allproof 4.0 pipe insulation- contractor to secure in trench min 300mm deep
F5/AS1 NOTE:contractor to safeguard people from injury, and other property fromdamage, caused by construction or demolition site hazards, as perF5/AS1.Construction and demolition work on buildings shall be performed in amanner that avoids the likelihood of:(a) objects falling onto people on or off the site,(b) objects falling on property off the site,(c) other hazards arising on the site affecting people off the site andother property, and(d) unauthorised entry of children to hazards on the site.
Site Fences and Hoardings to be constructed on site during constructionand is to comply with F5/AS1 1.1
SITE INFORMATIONLot 9 DP 40476
Mixed Housing Urban Zone
112°26'50" 19.70
202°26'50" 41.08
292°26'50"19.70
22°26'50" 41.08
UNIT 5
UNIT 6
UNIT 8
UNIT 7
UNIT 3
UNIT 2
UNIT 1
UNIT 4
1000L tank
3
2
4
1
Fire Wall - tbc
Fire Wall - tbc
Fire Wall - tbc
Fire Wall - tbc
UNIT 1UNIT 2UNIT 3
UNIT 5UNIT 6UNIT 7
76.76m²77.06m²
53.08m²
76.76m²
53.30m²53.30m²
Floor Area over Framing(Total - ground & first floor)
UNIT 4 96.78m²
AREAGROSS NET
LOT
LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8
BUILDING COVERAGE(max. 40% of net)
IMPERVIOUS COVERAGE(max. 60% of gross)
LANDSCAPE AREA(min. 40% of net)
92m²
77m²61m²
66m²117m²
58m²58m²83m²
53m²53m²60m²97m²
71m²56m²65m²
83m²
TOTAL 809m² 735m²
27.18m² (45%)27.02m² (51%)
49.60m² (51%)
27.02m² (51%)
39.14m² (55%)
39.14m² (60%)38.91m² (69%)
26.87m² (32%)
274.88m² (37%)
FRONT YARD LANDSCAPED AREA(min. 50% of front yard area)
NOTES: BUILDING COVERAGE: areas shown are taken over cladding only and exclude eavesPERCENTAGES: All percentage calculation have been rounded.IMPERVIOUS COVERAGE: areas shown include eaves
45.33m² (70%)18.58m² (33%)30.33m² (43%)
59.79m² (62%)
27.47m² (52%)51.53m² (62%)
50% of 49.30m²REQUIRED = 24.65m²
496.05m² (61%) 313.41m² (43%) ACTUAL = 40.50m² (82%)
34.18m² (57%)27.47m² (52%)
LOT 9 197m² 197m² 0.00m² (0%) 18.73m² (9.5%)178.73m² (91%)
LOT 3
LOT 2
LOT 1
LOT 4
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
31.82m² (48%)30.53m² (53%)
57.21m² (49%)
30.53m² (53%)
46.67m² (61%)
46.67m² (51%)42.42m² (70%)
31.47m² (38%)
UNIT 6 52.46m²
1000L tank
1000L tank1000L tank
200L tank
1000L tank
NOTE - TANKSThin Tanks1000 Ltr2.4m L x 0.26m W x 1.85 H
NET
GROSS
NET
GROSS
NET
GROSS
NET
GROSS
NET
GROSS
NET
GROSS
NET
GROSS
NET
GROSS83.15 m2
fwg
fwg
fwg
fwg
AAV
fwg65Ø
65Ø
65Ø
foundation block wall retaining - 600mm high
org 100Ø
65Ø
org 100Ø
65Ø
org 100Ø
65Ø
org 100Ø
65Ø
100Ø
AAV 65Ø
100Ø org
org 65Ø
100Øorg
AAV
65Ø
65Ø
100Øorg
AAV
65Ø
65Ø 100Ø
org
AAV
line
of b
alco
ny a
bove
line
of b
alco
ny a
bove
line
of b
alco
ny a
bove
timbe
r ret
aini
ng -
refe
r to
civ
il pl
ans
for h
eigh
ts
fwg
fwg
fwg
fwg
1000L tank1000L tank
Thin Tanks2000 Ltr2.4m L x 0.48m W x 1.85 H
2000L tank
HP
htPP
HP
htPP
HP
htPP
HP
htPP
hwc
HP
htPP
hwcH
P
htPP
hwc
HP
htPP
hwc
HP
htPP
hwc
ds
ds
ds
ds
dp
dp
dp
dpdp
dpdp
dp
dp
dp
dp
dpAAV
AAV
AAV
AAV
AAV
htPP
hwc
htPP
hwc
htPP
hwc ds
ds
-Proposed Site Plan 1:100 1:100
CALCULATION AS PER - Fig H5.6.14.1 - South Facing Units5.3m (wall height) x 0.9m (h) = 4.77mSouthern Facing Outdoor Living area = 5.0mTherefore - outdoor living area needs to be 6.8m to comply with H5.6.14.1
-
Architectural Designers & Project Management Services
Revision Notes: TITLE: Ground Floor Plans
Client:
Address:
Williams Corporation
6 St Leonards Rd
Kelston
Auckland
Scale:
Drawn By:
As Shown @ A1
Start Date:
Print Date:
11/09/2019
4/12/2019
SheetRevision RC RFI
4CC
ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD
DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN
ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.
NOTES:
ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS
MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011
FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS
PER NZS 3604 : 2011
KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.
FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.
ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL
TERRITORIAL AUTHORITY REQUIREMENTS.
WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.
ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.
VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.
SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION
SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.
Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln
This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party
without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and
levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with
the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa
RC RFI - Revised 14-Nov-19
SW Tanks Added - 25/10/19
48.39 m2
dining/lounge
dining/lounge
dining/lounge
dining/lounge
26.65 m2
26.54 m2
26.65 m2
26.23 m2
38.38 m2
38.53 m2
38.38 m2
Type
W1
1,00
0 x
800
Type
D1
2,10
0 x
970
Type
W1
1,00
0 x
800
Type
D1
2,10
0 x
970
Type
S1
2,10
0 x
1,80
0Ty
pe S
12,
100
x 1,
800
Type W2600 x 1,800
Type
W1
1,00
0 x
800
Type
D1
2,10
0 x
970
Type
S1
2,10
0 x
1,80
0Ty
pe S
12,
100
x 1,
800 T
ype
W1
1,00
0 x
800
Type
D1
2,10
0 x
970
Type
S1
2,10
0 x
1,80
0Ty
pe S
12,
100
x 1,
800
Type
W1
1,00
0 x
800
Type
D1
2,10
0 x
970
Type
W1
1,00
0 x
800
Type
D1
2,10
0 x
970
Type
S1
2,10
0 x
1,80
0
Type
W1
1,00
0 x
800
Type
D1
2,10
0 x
970
Type
W1
1,00
0 x
800
Type
D1
2,10
0 x
970
Type
S1
2,10
0 x
1,80
0Ty
pe W
11,
000
x 80
0
Type
W1
1,00
0 x
800
W
W
W
W
W
W
W
W
FF
F
FF
FF
F
140
6,18
014
0
90 7,310 90
90 2,700 4,610 90
140
2,02
090
4,07
014
0
140
1,00
090
930
901,
000
7015
070
2,78
014
090 1,000 90 1,350 90 1,000 90 1,000 90 2,600 90
90 5,995 90
6,175
6,46
0
4,24
84,
315
4,31
54,
298
904,
000
315
4,00
031
54,
000
315
4,00
014
0
903,
000
9091
031
53,
000
9091
031
53,
000
9091
031
591
090
3,00
014
0
90 5,995 90
90 5,395 70 530 90
90 1,000 1,275 1,185 90 2,445 90
901,
200
7015
070
2,51
031
51,
200
7015
070
2,51
031
51,
200
7015
070
2,51
031
52,
510
7015
070
1,20
014
0 8,930
90 8,750 90
90 3,425 90200
70 3,715 1,250 90
4,29
84,
315
4,29
8
140
4,00
031
54,
000
315
4,00
014
0
140
1,20
070
2,73
031
52,
730
701,
200
315
2,73
070
1,20
014
0
140
3,00
090
910
315
910
903,
000
315
910
3,09
014
0
90 3,425 90200
70 2,440 1,275 1,250 90
+26,200
+27,025
+27,025
kitchen
dining lounge
kitchen
dining lounge
stac
k
fwg
fwg
stac
k
kitchen
stack
entry
kitchen
stack
entry
kitchen
stack
entry
kitchen
stack
entry
kitchen
dining lounge
fwg
stac
k
office
laundry
kitchenlounge
storeunder stairs
wc
entry
Fire Wall - tbc
Fire Wall - tbc
fwg
fwg
fwg
fwg
fwg
stack
Fire Wall - tbc
storeunder stairs
storeunder stairs
storeunder stairs
storeunder stairs
storeunder stairs
storeunder stairs
storeunder stairs
Fire Wall - tbc
hobovenrangeover
hobovenrangeover
mb
hob ovenrange over
SD
UNIT 6
mb
hob ovenrange over
mb
hob ovenrange over
mb
hob ovenrange over
hobovenrangeover
UNIT 1
UNIT 3
UNIT 2
UNIT 4
UNIT 5
UNIT 7
UNIT 8
hobovenrangeover
M3 N3
A3
D3
B3
C3
E3
A2
B2
M2 N2
A1
B1
M1 N1
C1
D1
mb
SD
SD
SD
mb
mb
mb
-Ground Floor Plans 1:50
-
Architectural Designers & Project Management Services
Revision Notes: TITLE: First Floor Plans
Client:
Address:
Williams Corporation
6 St Leonards Rd
Kelston
Auckland
Scale:
Drawn By:
As Shown @ A1
Start Date:
Print Date:
11/09/2019
4/12/2019
SheetRevision RC RFI
5CC
ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD
DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN
ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.
NOTES:
ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS
MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011
FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS
PER NZS 3604 : 2011
KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.
FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.
ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL
TERRITORIAL AUTHORITY REQUIREMENTS.
WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.
ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.
VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.
SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION
SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.
Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln
This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party
without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and
levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with
the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa
RC RFI - Revised 14-Nov-19
SW Tanks Added - 25/10/19
26.54 m2
26.65 m2
26.23 m2
26.65 m2
5.10 m2
810 x
1,98
0
510 x
1,98
0
810 x 1,980
2/410
510
510
810 x 1,980
510 x 1,980
810 x
1,98
0
2/410
510
510
810 x
1,98
0
510 x
1,98
0
810 x 1,980
2/410
510
510
760
560560
760
760
760
Type
S1
2,10
0 x
1,80
0Ty
pe S
12,
100
x 1,
800
Type
W2
600
x 1,
800
Type W5600 x 1,800
Type W4600 x 1,800
Type
W2
600
x 1,
800
Type
S1
2,10
0 x
1,80
0
Type
W2
600
x 1,
800
Type W2600 x 1,800
Type
W3
1,20
0 x
1,80
0Ty
pe W
31,
200
x 1,
800
Type
W2
600
x 1,
800
1,00
0 x
800
90 3,000 90 600 90 2,215 9090
3,00
090
910
315
3,00
090
910
315
3,00
090
910
315
910
903,
000
140
901,
920
9099
090
910
315
1,92
090
990
9091
031
51,
920
9099
090
910
315
910
9099
090
1,92
014
0
90 7,310 90
90 2,840 90 600 90 600 90 3,000 90
140
3,09
090
3,00
014
0
140
2,00
090
1,00
090
910
9060
090
1,31
014
0
140
6,18
014
0
140
1,00
090
2,00
090
3,00
014
0
90 2,440 90 1,000 90 600 90 3,000 90
90 5,995 90
6,175
90 3,000 90 600 90 2,215 90
90 910 90 1,440 90 1,160 90 535 1,000 90 590 90
901,
920
901,
990
315
1,92
090
1,99
031
51,
920
901,
990
315
1,99
090
1,92
014
0 90 8,750 90
90 3,095 90 2,225 90 3,250 90
4,29
84,
315
4,29
8
140
4,00
031
54,
000
315
4,00
014
0
140
3,31
090
600
315
600
903,
310
315
600
903,
310
140
140
3,09
091
031
591
090
3,00
031
591
090
3,00
014
0
140
1,78
023
01,
990
315
1,99
090
1,92
031
51,
990
901,
920
140
90 3,095 90 2,225 90 3,250 90
90 2,405 90 600 90 1,000 1,225 90 890 90 1,020 90 1,160 90
+28,915
+29,740
+29,740
4.25 m2
4.25 m2
48.39 m2
4.25 m2
4.25 m2
storew.r
w.rbedroom
tiles
storew.r
w.rbedroom
bedroom 2bedroom 1
bedroom 2bedroom 1
fwg
fwg
bedroom 2bedroom 1
fwg
bedroom 1 bedroom 2
bedroom 3
Fire Wall - tbc
Fire Wall - tbc
storehalf
height
storehalf
height
storew.r
w.rbedroom
storehalf
height
storew.r
w.rbedroom
storehalf
height
fwg
fwg
fwg
fwg
fwg
810 x 1,980
810 x
1,98
0
810 x 1,980
5.10 m2
5.10 m2
extract vent
htr
landing
SD
bathroom
.9m x .9mshw
htr
landing
SD
bathroom
bathroom
w.rw.r linen
landing
ceilingaccessSD
bathroom
w.rw.r linen
landingceilingaccessSD
ht
.9m x .9mshw
.9m x .9mshw
store(half heightover stairs)
store(half heightover stairs)
bathroom
w.rw.r linen
landing
ceilingaccessS
D
ht
.9m x .9mshw
store(half heightover stairs)
.9m x .9mshw
bathroom
store
w.rw.r
w.r
UNIT 6
UNIT 1
UNIT 3
UNIT 2
UNIT 4
UNIT 5
UNIT 7
UNIT 8
ceilingaccess
SD
htr
landing
SD
bathroom
htr
landing
SD
bathroom
M3 N3
A3
D3
B3
C3
E3
A2
B2
M2 N2
A1
B1
M1 N1
C1
D1
void(framed over
stairs)
void(framed over
stairs)
void(framed over
stairs)
-First Floor Plans 1:50
-
Architectural Designers & Project Management Services
Revision Notes: TITLE: Units 1-3 Elevations
Client:
Address:
Williams Corporation
6 St Leonards Rd
Kelston
Auckland
Scale:
Drawn By:
As Shown @ A1
Start Date:
Print Date:
11/09/2019
4/12/2019
SheetRevision RC RFI
6CC
ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD
DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN
ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.
NOTES:
ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS
MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011
FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS
PER NZS 3604 : 2011
KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.
FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.
ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL
TERRITORIAL AUTHORITY REQUIREMENTS.
WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.
ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.
VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.
SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION
SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.
Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln
This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party
without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and
levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with
the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa
RC RFI - Revised 14-Nov-19
SW Tanks Added - 25/10/19
+26,200Ground Floor
+26,200Ground Floor
+28,915First Floor
+28,915First Floor
25,979
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected double glazedaluminium joinery
Stratco colorsteelfascia & 'D' gutter
HRB @ A3m @ 45°complies
selected BGCweatherboard
selected 1m highaluminiumbalustrade system
timber frame deck
+26,200Ground Floor
+26,200Ground Floor
+28,915First Floor
+28,915First Floor
1,000
2,94
01,
000
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard
timber frame deck
selected 1m highaluminium
balustrade system
road
bou
ndar
y
+26,200Ground Floor
+26,200Ground Floor
+28,915First Floor
+28,915First Floor
26,308
HRB @ B3m @ 45°complies
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected double glazedaluminium joinery
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard
+26,200Ground Floor
+26,200Ground Floor
+28,915First Floor
+28,915First Floor
1,000
2,94
01,
000
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected double glazedaluminium joinery
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard
selected 1m highaluminiumbalustrade system
timber frame deck
road
bou
ndar
y
-Units 1-3 North Elevation 1:50
-Unit 1-3 West Elevation 1:50
-Units 1-3 South Elevation 1:50
-Units 1-3 East Elevation 1:50
-
Architectural Designers & Project Management Services
Revision Notes: TITLE: Unit 4 Elevations
Client:
Address:
Williams Corporation
6 St Leonards Rd
Kelston
Auckland
Scale:
Drawn By:
As Shown @ A1
Start Date:
Print Date:
11/09/2019
4/12/2019
SheetRevision RC RFI
7CC
ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD
DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN
ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.
NOTES:
ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS
MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011
FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS
PER NZS 3604 : 2011
KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.
FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.
ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL
TERRITORIAL AUTHORITY REQUIREMENTS.
WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.
ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.
VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.
SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION
SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.
Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln
This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party
without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and
levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with
the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa
RC RFI - Revised 14-Nov-19
SW Tanks Added - 25/10/19
29,740
27,025
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected double glazedaluminium joinery
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard freestanding timber
pergolas
First Floor
Ground Floor
29,740
27,025
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected BGCweatherboard
freestanding timberpergolas
First Floor
Ground Floor
29,740
27,025
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected double glazedaluminium joinery
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard
First Floor
Ground Floor
29,740
27,025
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected BGCweatherboard
freestanding timberpergolas
First Floor
Ground Floor
800
1800
2100
1800
180
2100
1000
800
Standard Window Schedule
Sizes are trim or framed opening size. Clearances will be deducted from this size. When detailing plans please ensure windows are not tight to an internal corner cladding return.
600
1800
1200
970
W1 W2
W3
S1 D1
W4
1200
-Unit 4 North Elevation 1:50
-Unit 4 East Elevation 1:50
-Unit 4 South Elevation 1:50
-Unit 4 West Elevation 1:50
- Joinery Schedule for pricing purposes only - All window heights & widths to be measured prior to manufacture - All other joinery to be double glazed, - Window configuration and sizes to be confirmed by client - Safety glass to be used in bathroom, ensuite & wc areas - Opaque glass to bathroom windows- Window openings to have a net openable area of no less than 5%of the floor area
Where the possible height of fall is 1.0m or more, measured from the adjacentfloor level, windows that open shall have: (for openings less than 1.0m wide)
a.) The lower edge of the opening no less than 760mm above floor level, orb.) A window opening restrictor fitted to limit the maximum dimension of theopening to 100mm
Urban Design NZ ltd. recommmends all second storey windows are fitted withwindow opening restrictors
-
Architectural Designers & Project Management Services
Revision Notes: TITLE: Units 5-8 Elevations
Client:
Address:
Williams Corporation
6 St Leonards Rd
Kelston
Auckland
Scale:
Drawn By:
As Shown @ A1
Start Date:
Print Date:
11/09/2019
4/12/2019
SheetRevision RC RFI
8CC
ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTOR PRIORTO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZ LTD SHOULD
DIMENSIONS OR POSITIONS VARY TO THAT SHOWN IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT IN
ACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS STOPWORK AND CONTACT DESIGNER IMMEDIATELY.
NOTES:
ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS
MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011
FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS
PER NZS 3604 : 2011
KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE 'MEASUREMENTS PRIOR TO FABRICATION.
FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHENMANUFACTURERS DOCUMENTS.
ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBC HANDBOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND LOCAL
TERRITORIAL AUTHORITY REQUIREMENTS.
WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOWOPENING SIZES PRIOR TO FABRICATION.
ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCEWITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.
VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604SECTION 4.8.
SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION
SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.
Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln
This Drawing remains the property of Urban Design Ltd.It must not be used, copied or handed to any third party
without the written permission of Urban Design LtdThe Contractor shall check and verify all dimensions and
levels prior to commencing any work.All construction shall be in accordance with NZS 3604,unless specifically Engineered, and in accordance with
the current Building Act.ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa
RC RFI - Revised 14-Nov-19
SW Tanks Added - 25/10/19
653
872
26,94426,800
50
29,740
27,025
HRB @ C3m @ 45°
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected double glazedaluminium joinery
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard
freestandingtimber pergolas
timber retainingbeyond
First Floor
Ground Floor
29,740
27,025
27,65027,532
653
43
HRB @ F3m @ 45°complies
HRB @ E3m @ 45°complies
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected double glazedaluminium joinery
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard
freestandingtimber pergolas
First Floor
Ground Floor
43
51
27,308
26,800508
29,740
27,025
HRB @ D3m @ 45°
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
selected double glazedaluminium joinery
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard
concrete blockretaining
timber retaining
First Floor
Ground Floor
29,740
27,025
28,46728,596
5,29
7
HRB @ H3m @ 45°complies
HRB @ G3m @ 45°complies
selected colorsteelroofing
Marley 80mmdownpipe ebony PVC
Stratco colorsteelfascia & 'D' gutter
selected BGCweatherboard
freestandingtimber pergolas
concrete blockretaining
First Floor
Ground Floor
-Units 5-8 North Elevation 1:50
-Units 5-8 East Elevation 1:50
-Units 5-8 South Elevation 1:50
-Units 5-8 West Elevation 1:50
-
ALL DIMENSIONS SHOWN ON DRAWINGS ,COUNCIL (PUBLIC) DRAINPOSITIONS AND INVERTS SHALL BE CONFIRMED BY CONTRACTORPRIOR TO ANY WORKS COMMENCING. NOTIFY URBAN DESIGN NZLTD SHOULD DIMENSIONS OR POSITIONS VARY TO THAT SHOWN
IMMEDIATELY.IF GROUND CONDITIONS ARE QUESTIONABLE AND ARE NOT INACCORDANCE WITH NZBC OR NZS 3604:2011REQUIREMENTS
STOP WORK AND CONTACT DESIGNER IMMEDIATELY.SHOULD THERE BE ANY AMBIGUITY ON THE DRAWINGS AND/ORACCOMPANYING DOCUMENTATION, OR THE MEANING(S) IS(ARE)UNCLEAR OR IF THERE IS APPARENT CONFLICTING INFORMATION
SHOWN, IMMEDIATELY NOTIFY URBAN DESIGN NZ LTD BEFORECOMMENCING THE WORK.
NOTES:
Z:\Urban Design NZ LTD\Urban Design Plans\ARCHICAD V21\472 - WC - 6 St Leonards Rd\Drawing Files\V18.472 - WC - 6 St Leonards Rd - RC RFI.pln
ROOF TRUSS AND BRACING IS INDICATIVE ONLY AND SHALL BEDESIGNED AND DETAILED BY APPROVED GANGNAIL TRUSS
MANUFACTURER IN ACCORDANCE WITH GANG-NAIL NZ LIMITEDNZ500 AND NZS 3604 : 2011
FOR WIND BRACING AND TYPE REFER TO ADJOINING SPECSLINTELS TO BE 24% MAX MOISTURE CONTENT .TIMBER SIZES AS PER
NZS 3604 : 2011KITCHEN JOINERY MANUFACTURER SHALL TAKE ' ON SITE '
MEASUREMENTS PRIOR TO FABRICATION.FOR KITCHEN LAYOUT AND JOINERY REFER TO KITCHEN
MANUFACTURERS DOCUMENTS.ALL GLASS TO BE AS PER NZS 4223 (PART 3 IN PARTICULAR)
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NZBCHAND BOOK AND APPROVED DOCUMENTS ,NZS 3604 : 2011 AND
LOCAL TERRITORIAL AUTHORITY REQUIREMENTS.WINDOW MANUFACTURERS SHALL CHECK ' ON SITE ' ALL WINDOW
OPENING SIZES PRIOR TO FABRICATION.ALL PLUMBING AND DRAINAGE WORK SHALL BE IN ACCORDANCE
WITH NZBC REQUIREMENTS AND APPROVED DOCUMENTS.VENTILATION TO FOUNDATION WALLS TO COMPLY TO NZS 3604
SECTION 4.8.
TITLE: Outlook Space Plans & Sun Study
Client:
Address:
Williams Corporation
6 St Leonards Rd
Kelston
Auckland
Scale:
Drawn By:
As Shown @ A1
Start Date:
Print Date:
11/09/2019
4/12/2019
Revision RC RFI
CC
Sheet
9
Revision Notes:
This Drawing remains the property of Urban Design Ltd. Itmust not be used, copied or handed to any third party without
the written permission of Urban Design Ltd.The Contractor shall check and verify all dimensions and
levels prior to commencing any work.All construction shall be in accordance with NZS 3604, unless
specifically Engineered, and in accordance with the currentBuilding Act.
ALL PROPOSED SED CONCRETE WORK TO BE 25 MPa
Architectural Designers & Project Management Services
RC RFI - Revised 14-Nov-19
SW Tanks Added - 25/10/19
dining/lounge
dining/lounge
dining/lounge
dining/lounge
W
W
W
W
W
W
W
W
FF
F
FF
FF
F
112°26'50" 19.70
202°26'50" 41.08
292°26'50"19.70
22°26'50" 41.08
6m x 4moutlook space
kitchen
dining lounge
kitchen
dining lounge
kitchen
entry
kitchen
entry
kitchen
entry
kitchen
entry
kitchen
dining lounge
office
laundry
kitchenlounge
wc
entry
6m x 4moutlook space
6m x 4moutlook space
6m x 4moutlook space
6m x 4moutlook space 6m x 4m
outlookspace
6m x 4moutlookspace
6m x 4moutlookspace
2
2
2
112°26'50" 19.70
202°26'50" 41.08
292°26'50"19.70
22°26'50" 41.08
3m x 3mbed outlook
bedroom
bedroom
bedroom 2bedroom 1
bedroom 2bedroom 1
bedroom 2bedroom 1bedroom 1 bedroom 2
bedroom 3
bedroom
bedroom
3m x 3mbed outlook
3m x 3mbed outlook
3m x 3mbed outlook
3m x 3mbed outlook
1m x 1mbed outlook
1m x 1mbed outlook
1m x 1mbed outlook
1m x 1mbed outlook
1m x 1mbed outlook
bathroom
bathroom
bathroom
bathroom
bathroom
bathroom
bathroom
bathroom
3m x 3mbed outlook
3m x 3mbed outlook
3m x 3mbed outlook
-Proposed Ground Floor Outlook Spaces 1:100
-Proposed First Floor Outlook Spaces 1:100
SEPTEMBER 22 - 12pm
SEPTEMBER 22 - 10am
SEPTEMBER 22 - 2pm
SEPTEMBER 22 - 4pm
SUN STUDYApproximate representation for September 22
V18.472 - WC - 6 St Leonards Rd - RC RFI - 20191204 (2)01 Cover02 Existing Site Plans03 Proposed Site Plan04 Ground Floor Plans 05 First Floor Plans 06 Units 1-3 Elevations07 Unit 4 Elevations08 Units 5-8 Elevations09 Outlook Space Plans & Sun Study