KARANGAHAPE ROAD ENHANCEMENTS PROJECT DETAILED DESIGN …

DRAWING LIST DWG NUMBER SHEET TITLE
LA-000 COVER
LD-501 FURNITURE 01
LD-502 FURNITURE 02
LD-503 FURNITURE 03
LD-504 FURNITURE 04
LD-505 FURNITURE 05
LD-509 RAINGARDEN BRIDGE
LD-610 PLANTING DETAILS - RAINGARDEN
LD-611 PLANTING DETAILS - TYPICAL
LR-001 KEY NOTES - DEMOLITION
LR-101 DEMOLITION PLAN 01
LA-10 1
PO Box 91392 Victoria Street West Auckland 1010 t: (64 9) 379 5805 e: [email protected] www.landlab.co.nz
KARANGAHAPE ROAD ENHANCEMENTS PROJECT
1521
CM/JT
SG/HC
AUCKLAND TRANSPORT Do not scale drawings. Verify all dimensions onsite before commencing work. The Copyright of this drawing remains with LandLAB Ltd. These drawings must not be used, reproduced or copied. The information ideas and concepts contained must not be used or disclosed without permission.
SCALE:
DETAILED DESIGN FOR TENDER12.10.20180
1521
CM/JT
SG/HC
SCALE:
VEHICLE ACCESS
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
BIKE RACK - HARROGATE
TREE PIT PLANTINGTP GARDEN BEDGB TREE EXISTING - TO RETAINTE TREE RELOCATEDTR TREE TYPE 01 - NIKAUT01 TREE TYPE 02 - MISTRALT02 TREE TYPE 03 - PLANET03
1521
CM/JT
SG/HC
SCALE:
NOTES REFER LANDLAB DRAWINGS FOR ALL URBAN DESIGN ELEMENT SETOUT AND FINISHING DETAIL.
ALL PLANS TO BE READ IN CONJUNCTION WITH KEY NOTES - REFER DWG LA-002. REFER TO LANDLAB DEMOLITION PLANS LR-101-120 FOR DEMOLITION.
REFER BECA CIVIL DRAWINGS FOR CIVIL SETOUT, LEVELS, DIMENSIONS, CONSTRUCTION JOINTS, PAVING DETAIL AND METHODOLOGY, KERBS, CHANNELS, ROADMARKING, SERVICE LOCATIONS, CABINETS AND UTILITY LIDS.
REFER BECA LIGHTING DESIGNERS DRAWINGS FOR LIGHTING / ELECTRICAL SETOUT AND DETAILS
EXISTING KERB REMOVED SHOWN DASHED
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
OUTDOOR DINING
30 0
VEHICLE ACCESSVEHICLE ACCESS
30 0
30 0
75 0
01 LD-306
REFER TO PAVING DETAIL 06 FOR TYPICAL SIDE STREET INTERSECTION NOTE - CONCRETE FOOTPATH FINISH
850 1000 1500 850 1500 1800
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
2 x EXISTING POTPLANTS. CLIENT TO CONFIRM RELOCATION OR REMOVAL WITH BUSINESS OWNER
300
CLIENT TO CONFIRM ACCESS REQUIREMENTS WITH BUSINESS OWNER
ACCESS TO TESLA WORKSHOP [UNDER
CONSTRUCTION].
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
2 x
EX IS
TI N
G P
O TP
LA N
F01B
F01B
F05
TYPICAL SIDE STREET INTERSECTION
NOTE - CONCRETE FOOTPATH FINISH
W NER
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
2 x EXISTING POTPLANTS.
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
P08 P08
F06
34 50
30 0
15 00
30 0
01 LD-306
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
> >
> >
> >
> >
> >
> >
> >
> >
> >
> >
>
> >
> >
> >
> >
> >
> >
> >
> >
> >
> >
>
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
ENGINEERS DETAIL FOR NEW FOOTING
TE
TP05
L02
RG05
F03B
P08
P08
EXISTING BRIDGE SCREENS MODIFIED. REFER DWG LD-550
EXISTING BRIDGE SCREENS MODIFIED. REFER DWG LD-550
L04A
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
30 0
30 0
F03B P08
P08 P08
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
30 0
30 0
10 0
OUTDOOR DINING OUTDOOR DINING OUTDOOR DINING OUTDOOR DINING OUTDOOR DINING
OUTDOOR DINING
PEACH PIT
HOLM309 - FOOD WORKSHOP
P08 P08P08P08
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
30 0
OUTDOOR DINING
OUTDOOR DINING
OUTDOOR DINING
OUTDOOR DINING
F06
P08
L04
TR
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
O U
TD O
O R
D IN
IN G
M IT
H AI
W AL
A IN
D IA
N C
U IS
IN E
PE D
ES TR
IA N
C R
O SS
IN G
O U
TD O
O R
D IN
IN G
PI TT
S TR
EE T
BA R
O U
TD O
O R
D IN
IN G
ZA M
BR ER
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
OUTDOOR DINING OUTDOOR
DINING OUTDOOR DINING
OUTDOOR DINING
SALS PIZZA
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
OUTDOOR DINING
OUTDOOR DINING
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
100
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
43 0
16 00
14 00
10 00
18 00
OUTDOOR DINING
01 LD-306
NOTE EXISTING BRICK PLANTERS REMOVED (x 3). ALLOW FOR REINSTATEMENT OF PLASTER WALL BEHIND AND NEW ASPHALT SURFACE TO FOOTPATH. REFER TO 'PLAN HERITAGE' MEMO ATTACHED TO SPECIFICATION FOR METHODOLOGY.
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
16 00
68 0
15 00
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
410
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
EXTENT OF WORKS
LIGHTING
L01A
STOOLF01A STOOLF01B
F05
F05A
F06
F07
1521
CM/JT
SG/HC
SCALE:
Scale: 1:25 (A1) 1:50 (A3) PAVING DETAIL 01 - TYPICAL01
OVERSIZED PAVERS AS REQUIREDP01A
GARDEN DETAILS
MISS STARTS ONE HIT AWAY FROM END OF RAIN GARDEN
1521
CM/JT
SG/HC
SCALE:
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K02C - RIGHT CORNER08
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K02 - MOUNTABLE05
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K02A - HIT OR MISS06
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K02B - FLUSH07
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K03 - MOUNTABLE10
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K03A - TRANSITION11
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K03C - FULL HEIGHT13
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K03B - TRANSITION12
15 0
HERITAGE KERB 200mm W x 300mm D x 800mm L
CORNER KERB 200mm W x 300mm D x 800mm L
HIT OR MISS KERB 200mm W x 190mm D x 800mm L HIT OR MISS SETOUT
MOUNTABLE KERB ATCOP TYPE 2A 200mm W x 190mm D x 800mm L
FLUSH KERB 200mm W x 90mm D x 800mm L HIT OR MISS SETOUT - FLUSH
200
MOUNTABLE KERB 300mm W x 265mm D x 800mm L
300
MOUNTABLE KERB - TRANSITION 300mm W x 265mm D x 800mm L
FULL HEIGHT KERB 300mm W x 265mm D x 800mm L
26 5
5
800
300
MOUNTABLE KERB - TRANSITION 300mm W x 265mm D x 800mm L
26 5
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K01C - LEFT CORNER03
200
R100
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K01D - RIGHT CORNER04
200
R100
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K02D - LEFT CORNER09
200
CORNER KERB 200mm W x 300mm D x 800mm L
A
A
A
A
STONE TYPES:
SAWN AND FLAMED
SAWN, FLAMED AND PITCHED (+/-5mm vertical variance to pitched surface)
A
B
1
2
3
STONE NOTES - KERBS NOTE 1 ALL STONE PAVING UNITS TO HAVE 1mm ARISS
TO ALL EDGES UNLESS SPECIFIED
NOTE 2 100mm RADIUS TO KERB CORNER
NOTE 3 MOUNTABLE KERB PROFILE (100mm H x 75mm W CHAMFER)
NOTE 4 100mm TAPER TO HIT OR MISS KERB ALIGNED TO CYCLE APPROACH
NOTE 5 50mm TAPER TO HIT OR MISS KERB OPPOSITE TO NOTE 3
NOTE 6 TAPER FROM MOUNTABLE PROFILE (NOTE 2) TO FLUSH KERB
NOTE 7 MOUNTABLE KERB PROFILE (1:3 - 65mm H x 200mm W CHAMFER)
NOTE 8 TAPER FROM MOUNTABLE PROFILE (NOTE 6) TO FLUSH KERB)
NOTE 9 TRANSITION FROM KERB TYPE K03C / K04 TO K01 HERITAGE KERB
1521
CM/JT
SG/HC
SCALE:
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K04A - R3500MM FLUSH01
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K04B - R2500MM FLUSH02
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K04C - R1500MM FLUSH03
R1500
15 0
10 0
10 0
300 TRANSITION KERB WIDTH FROM 150 - 300mm 800mm L x 265mm D
26 5
800
150
RADIAL FLUSH KERB 300mm W x 100mm D x 800mm RL
B 2 B 2
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K05 - KASSEL05
KASSEL KERB - STANDARD PROFILE PRECAST CONCRETE - 4% BLACK OXIDE 435mm W x 314mm D x 800mm L
800
435
Scale: 1:10 (A1) 1:20 (A3) KERB TYPE K05A - KASSEL TRANSITION06
KASSEL KERB TRANSITION PRECAST CONCRETE - 4% BLACK OXIDE WIDTH FROM 150mm - 435mm 800mm L x 314mm D
800
150
STONE TYPES:
SAWN AND FLAMED
SAWN, FLAMED AND PITCHED (+/-5mm vertical variance to pitched surface)
A
B
1
2
3
STONE NOTES - KERBS NOTE 1 ALL STONE PAVING UNITS TO HAVE 1mm ARISS
NOTE 2 100mm RADIUS TO KERB CORNER
NOTE 3 MOUNTABLE KERB PROFILE (100mm H x 75mm W CHAMFER)
NOTE 4 100mm TAPER TO HIT OR MISS KERB ALIGNED TO CYCLE APPROACH
NOTE 5 50mm TAPER TO HIT OR MISS KERB OPPOSITE TO NOTE 3
NOTE 6 TAPER FROM MOUNTABLE PROFILE (NOTE 2) TO FLUSH KERB
NOTE 7 MOUNTABLE KERB PROFILE (1:3 - 65mm H x 200mm W CHAMFER)
NOTE 8 TAPER FROM MOUNTABLE PROFILE (NOTE 6) TO FLUSH KERB)
NOTE 9 TRANSITION FROM KERB TYPE K03C / K04 TO K01 HERITAGE KERB
1521
CM/JT
SG/HC
SCALE:
Scale: 1:10 (A1) 1:20 (A3) PAVING TYPE P01 - TERRAZZO01
Scale: 1:10 (A1) 1:20 (A3) PAVING TYPE P01A - OVERSIZED02
Scale: 1:10 (A1) 1:20 (A3) PAVING TYPE P02 - TERRAZZO03
Scale: 1:10 (A1) 1:20 (A3) PAVING TYPE P06A - STONE SETT05
Scale: 1:10 (A1) 1:20 (A3) PAVING TYPE P06B - STONE SETT06
Scale: 1:10 (A1) 1:20 (A3) PAVING TYPE P07B - BRIDGE08
TERRAZZO PAVERS 400 x 400 x 40mm
OVERSIZED TERRAZZO PAVERS 600 x 400 x 40mm
SMALL TERRAZZO PAVERS 200 x 100 x 40mm
STONE SETT - RAISED CROSSING 97 x 97 x 100mm thickness
STONE DELINEATOR - BRIDGE 200 x 97 x 30mm thickness
STONE SETT - RAISED CROSSING 97 x 97 x 100mm thickness
Scale: 1:10 (A1) 1:20 (A3) PAVING TYPE P07A - RAISED CROSSING07
STONE DELINEATOR - RAISED CROSSING 200 x 97 x 100mm thickness
AAA
B
Scale: 1:10 (A1) 1:20 (A3) PAVING TYPE P02B - TERRAZZO HALF04
SMALL TERRAZZO PAVERS LENGTH VARIES 200 - 100mm CUT TO SUIT. 100 w x 40mm thick
A 3
ASIAN BASALT (TYPE B) - DARK GREY
STONE TYPES:
STONE FINISHES:
A
B
1
2
STONE NOTES - PAVERS NOTE 1 ALL STONE PAVING UNITS TO HAVE 1mm ARISS
FINISH TO MATCH EXISTING TERRAZZO PAVERS HONED AND SEALED WITH 'GUARDIT DENSE' STONE SEALER TO APPROVED SAMPLE
3
1521
CM/JT
SG/HC
SCALE:
P07A / P07B
PAVING DELINEATION STRIP 200 x 97 mm STONE UNITS (THICKNESS VARIES) LAID IN RUNNING BOND
975 975
EXISTING PAVERS TO REMAIN
REPEATS
CONCRETE MAKEUP STRIP P03
PAVER (P01A) CUT TO SUIT - REINSTATE NEW PAVERS TO ALIGN
W/ EXISTING PAVING GRID
OVERSIZED PAVER CUT DOWN TO SUIT REQUIRED DIMENSION
20 0
400
PAVER (P01A) CUT TO SUIT - REINSTATE NEW PAVERS TO
ALIGN W/ EXISTING PAVING GRID
10 0
15 0
HERITAGE KERB TYPE K01
EXISTING PAVERS TO REMAIN
MATCH EXISTING
1521
CM/JT
SG/HC
SCALE:
PAVING TYPE P07A/P07B 1:10 (A1) 1:20 (A3)
06 -
CUTTING RULES - HERITAGE KERB - OVERSIZED PAVERS 1:10 (A1) 1:20 (A3)
04 -
CUTTING RULES - HERITAGE KERB - EXISTING PAVERS 1:10 (A1) 1:20 (A3)
03 -
CUTTING RULES - NEW KERB - OVERSIZED PAVERS 1:10 (A1) 1:20 (A3)
02 -
CUTTING RULES - NEW KERB - EXISTING PAVERS 1:10 (A1) 1:20 (A3)
01 -
05 -
1:12
CONCRETE MAKEUP STRIP P03
MOUNTABLE KERB TYPE 2
PAVING TYPE PE1 EXISTING TERRAZZO PAVING
CONCRETE CHANNEL
60 0
15 0
12 00
20 0
16 00
30 0
HERITAGE
PAVING TYPE P06
PAVING TYPE P07A
KERB K03A - TRANSITION
PAVING TYPE PE1 RETAIN EXISTING TERRAZZO PAVING
EXISTING CONCRETE MAKEUP STRIP
R3500
1:12
KERB TYPE K04A FLUSH RADIAL - R3500
[RADIAL KERB TYPE VARIES TO SUIT INTERSECTION]
P08. TGSI WARNING INDICATOR PAVERS
LAID AS 600mm BAND, PERPENDICULAR TO ROAD CROSSING POINT. (300MM MIN. TO 1000MM MAX SET BACK FROM FACE OF KERB. 100MM SET BACK FROM BACK OF KERB AND STRAIGHT ALIGNMENT WHERE ACHIEVABLE)
10 00
EXISTING CONCRETE MAKEUP STRIP
KERB TYPE K01 - HERITAGE
R AM
15 50
30 0
TERRAZZO PAVING
FLUSH CONCRETE HAUNCHING
KERB TYPE K04C FLUSH RADIAL - R1500
[RADIAL KERB TYPE VARIES TO SUIT INTERSECTION]
P08. TGSI WARNING INDICATOR PAVERS
LAID AS 600mm BAND, PERPENDICULAR TO ROAD CROSSING POINT. (300MM MIN. SET BACK FROM FACE OF KERB)
R AM
P 16
00 30
0
1521
CM/JT
SG/HC
SCALE:
PAVING DETAILS 06
01 -
02 -
04 -
03 -
FLEXIBLE PAVING GROUT BETWEEN LIGHTPOLE AND CORED PAVERS
LIGHTPOLE BASEPLATE INDICATED DASHED BELOW PAVING
CL OF PAVER
PAVERS CORED TO SUIT LIGHTPOLE DIAMETRE
LIGHTPOLE BASEPLATE CONCEALED BELOW PAVERS
FLEXIBLE PAVING GROUT BETWEEN LIGHTPOLE AND CORED PAVERS TO MATCH
CL
92 0
200MM HIGH BUILD EPOXY FINISH TO BASE OF LIGHT POLE - 150 MICRONS THICK
TYPE P02 PAVERS
FLEXIBLE PAVING GROUT BETWEEN LIGHTPOLE AND CORED PAVERS
LIGHTPOLE BASEPLATE INDICATED DASHED BELOW PAVING
CL OF PAVER
LIGHTPOLE BASEPLATE CONCEALED BELOW PAVERS
CL
KERB TYPE K01
KERB TYPE K02
C Y C L E W A Y
C A R R I A G E W A Y
60 0
60 0
FLEXIBLE PAVING GROUT BETWEEN LIGHTPOLE AND CORED PAVERS TO MATCH
200MM HIGH BUILD EPOXY FINISH TO BASE OF LIGHT POLE - 150 MICRONS THICK
WIDTH VARIES REFER SETOUT DRAWINGS
800
800MM LONG RAKING BASALT KERBS TO SIDE HAUNCHINGS (1 PIECE)
P08 TACTILE WARNING INDICATOR PAVERS LAID AS 600mm BAND, PERPENDICULAR TO ROAD CROSSING POINT. (300MM MIN. SET BACK FROM FACE OF KERB)
SIDE HAUNCHING TO FALL 1:6 MAX
300 WIDE CONCRETE CHANNEL
PEDESTRIAN CROSSING LINES TO ALIGN WITH EDGE OF PRAM RAMP
PEDESTRIAL LIGHT POLE - REFER ENGINEERS DRAWINGS FOR DETAILS
CL
WIDTH VARIES REFER SETOUT DRAWINGS
10MM CONTRACTION JOINT TO INSIDE OF KERBSTONE
800MM LONG RAKING BASALT KERBS TO SIDE HAUNCHINGS (1 PIECE)
P08 TACTILE WARNING INDICATOR PAVERS LAID AS 600mm BAND, PERPENDICULAR TO ROAD CROSSING POINT. (300MM MIN. SET BACK FROM FACE OF KERB)
SIDE HAUNCHING TO FALL 1:6 MAX
300 WIDE CONCRETE CHANNEL
FA LL
1 :8
M AX
EDGE OF PRAM RAMP TO LINE THROUGH WITH WHOLE PAVER MODULES
FALL 1:6
FALL 1:6
1521
CM/JT
SG/HC
SCALE:
03 -
05 -
LIGHTPOLE PAVING SETOUT - CYCLEWAY MEDIAN PLAN 1:10 (A1) 1:20 (A3)
04 -
06 -
01 -
02 -
75
10
Ø10MM THREADED STAINLESS STEEL ROD WELDED TO BASE OF STAINLESS STEEL DISC
EXISTING TERRAZZO PAVER OR PAVING TYPE P01
Ø75MM STAINLESS STEEL POLISHED DISC EPOXY FIXED FLUSH INTO Ø77x10MM DEEP CORED REBATE
22 2MM GROUTED JOINTS
P10B - P10G SHELL PATH DISKS
Ø 75MM POLISHED 316 STAINLESS STEEL REFLECTIVE DISC WITH ETCHED PATTERN PATTERN AND VARIATIONS TO BE CONFIRMED
P10A SHELL PATH TEXT DISK
Ø 75MM POLISHED 316 STAINLESS STEEL REFLECTIVE DISC WITH ETCHED NARRATIVE TEXT. TEXT AND CONTENT TO BE CONFIRMED
P10B
P10C
P10D
P10E
P10F
P10G
P10A
10
Ø10MM THREADED STAINLESS STEEL ROD WELDED TO BASE OF STAINLESS STEEL DISC
EXISTING EXPOSED AGGREGATE CONCRETE
75
Ø75MM STAINLESS STEEL POLISHED DISC EPOXY FIXED FLUSH INTO Ø77x10MM DEEP CORED REBATE
22 2MM GROUTED JOINTS
10 CLUSTERS TOTAL 12 DISKS PER CLUSTER 120 DISKS TOTAL
FINAL QUANTITIES AND PATTERN TYPES TO BE CONFIRMED
NOTE FINAL SETOUT TO BE MARKED OUT ON SITE WITH LANDSCAPE ARCHITECT REFER TO GENERAL ARRANGEMENT PLANS FOR CLUSTER LOCATIONS
1521
CM/JT
SG/HC
SCALE:
SHELL PATH DISC INSERT - TERRAZZO DETAIL 1:2 (A1) 1:4 (A3)
02 -
01 -
SHELL PATH DISC INSERT - CONCRETE DETAIL 1:2 (A1) 1:4 (A3)
03 -
F O O T P A T H
D E L I N E A T I O N S T R I P
C Y C L E W A Y
D E L I N E A T I O N S T R I P
C O N C R E T E B A N D
21 00
30 0
15 00
30 0
30 0
21 50
10 00
C A R R I A G E W A Y
1 2 3 4 5 6 73 -
1 LD-402
19000
BENCH SEATING
50 50
CANOPY OVER
GLAZED END PANEL - W/ COLOUR PRINTED ANTI GRAFFITI GLAZING FILM 20
0
55 0
3x DOWNPIPES DISCHARGING TO GUTTER INDICATED DASHED
A C O S L A B D R A I N
DOWN LIGHT HOUSING ABOVE CANTILEVERED OFF CANOPY COLUMNS - 3 OFF BACK OF CANOPY
37 6 5 4 2 1
RL 3.500
RL 0.000
DOWNPIPE CONCEALED WITHIN RHS COLUMN
VPID SIGNAGE SUSPENDED FROM BEAM
BENCH SEATING W/ BACK REST
BENCH SEATING W/ BACK REST
FLUSH GLAZED PANELS TO BACK OF SHELTER WITH COLOUR PRINTED ANTI GRAFFITI GLAZING FILM
90x90 SHS POST TO SUPPORT FLUSH GLAZED PANELS TO THE BACK OF SHELTER
DOWNPIPES DISCHARGE TO PAVEMENT
FABRICATED CANTILEVERED BEAM TO ALIGN WITH BACK BEAM TO SUPPORT GLAZED END PANEL
21 50
DP DP DP
2% FALL 2% FALL 2% FALL 2% FALL 2% FALL 2% FALL
1% FALL TO GUTTER
1575 1575 1575 1575 1575 1575 1575 1575 1575 1575 1575 1575
GLAZED PANELS OVER - W/ COLOUR PRINTED ANTI GRAFFITI GLAZING FILM
REFER TO DRAWINGS LD-403 AND LD-404 FOR COLOUR DETAIL
DOWN LIGHT HOUSING CANTILEVERED OFF CANOPY COLUMNS - 3 OFF BACK OF CANOPY
1521
CM/JT
SG/HC
SCALE:
CANOPY PLAN
01 -
02 -
03 -
NOTES
1. DESIGN AND BUILD BY 'CAM' OR OTHER APPROVED SUPPLIER
2. SHOP DRAWINGS TO BE PREPARED AND SUBMITTED TO LANDSCAPE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.
3. ALL STEEL TO BE HOT DIPPED GALVANISED WITH RESENE EMPERITE S03 'BLAST GREY 2' ENGINEERED PAINT FINISH.
4. BUS CANOPY PRINTABLE GLAZING FILM EXTERIOR GRADE, 100 MICRON ANTI GRAFFITI, OPTICALLY CLEAR, PRINTABLE GLAZING FILM. 5 YEAR WARRANTY REQUIRED. PROTOTYPE PANELS TO BE PRINTED AND SUPPLIED FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO PRODUCTION.
CONTACT: [email protected] PH. 021 687 963
0 12.10.2018 DETAILED DESIGN FOR TENDER
A B
GLASS ROOF OVER W/ SELECT 3M COLOURED FILM SHADING FRIT
Ø50MM STAINLESS STEEL DOWNPIPE CONCEALED WITHIN RHS COLUMN
250x100MM RHS BEAM
VANDAL RESISTANT LED RECESSED LINEAR LUMINAIRE - 7 UNITS REQUIRED PER CANOPY
2° FALL
ASPHALT CARRIAGEWAY
FLUSH GLAZED PANEL W/ COLOUR PRINTED ANTI GRAFFITI GLAZING FILM
200x100MM RHS COLUMN
2 -
SURFACE MOUNTED FIXING TO BRIDGE STRUCTURE TO BE COORDINATED WITH CANOPY MANUFACTURER AND STRUCTURAL ENGINEER
92 .0°
AFGL 2.500
RECESSED LINEAR LUMINAIRE TO HIGHLIGHT GLAZED COLOURED PANELS - 12 TOP UNITS PER CANOPY
ACO SLAB DRAIN. REFER CIVIL DETAIL
GLAZED END PANEL BEYOND W/ COLOUR PRINTED ANTI GRAFFITI GLAZING FILM
RECESSED LINEAR LUMINAIRE TO HIGHLIGHT GLAZED COLOURED PANELS - 12 LOWER UNITS PER CANOPY
L05 L06
4 -
L07
GLAZING GASKET
100 x 6MM THICK HDG MS CONTINUOUS FLATBAR BOLTED TO FIXING STUDS WELDED TO TOP OF RHS
VANDAL RESISTANT RECESSED LINEAR LED LUMINAIRE INSERT
L05
SELECT GRADE HARDWOOD TIMBER SLATS 35x55MM SCREW FIXED TO STEEL FRAME WELDED TO BASE BEAM
12MM FOLDED STEEL FRAME
400
100.0°
REMOVABLE CAVITY PANEL WITH SECURITY FIXINGS TO REAR OF SEAT
SELECT GRADE HARDWOOD TIMBER SLATS 35x55MM SCREW FIXED TO STEEL FRAME WELDED TO COLUMNS
LIGHTING DRIVER UNIT LOCATED WITHIN CONCEALED CAVITY
L06
SAFETY GLASS PANEL TO NZS 4223 REQUIREMENTS
FABRICATED 3MM 316 S.S DOWNLIGHT HOUSING WELDED TO COLUMN - PAINT FINISH TO MATCH CANOPY
30 75
250x100x6 GALVANISED RHS BEAM
SAFETY GLASS PANEL TO NZS 4223 REQUIREMENTS
FABRICATED 3MM 316 S.S DOWNLIGHT HOUSING WELDED TO COLUMN - PAINT FINISH TO MATCH CANOPY
2x ADJUSTABLE DOWNLIGHTS
3075
1521
CM/JT
SG/HC
SCALE:
CANOPY SECTION
01 -
02 -
03 -
04 -
05 -
NOTES
TYPICAL BRIDGE CANOPY PLAN 1:50 (A1) 1:100 (A3)
01 -
PANEL F2 1950x1570mm
PANEL E1 3290x1570mm
PANEL D1 3290x1570mm
PANEL C1 3290x1570mm
PANEL B1 3290x1570mm
PANEL A1 3290x1570mm
PANEL F3 3000x800mm
PANEL F3 3000x800mm
1521
CM/JT
SG/HC
SCALE:
CANOPY DETAIL 01
NOTES
7 6 5 4
3 -
NOTES:
SELECT COLOURED GRADIENT FILM APPLIED TO GLASS PANELS WITH 6 VARIANTS
SETOUT A - AS SHOWN (PINK / YELLOW / PINK)
SETOUT B IS REVERSED (YELLOW / PINK / YELLOW) - BY SHIFTING ROTATED PANELS TO LEFT AND UPRIGHT PANELS TO RIGHT.
ROOF PANEL SETOUT FOLLOWS SAME SEQUENCE - USING 2000x1565MM PANELS
SELECT SINGLE COLOURED FILM APPLIED TO END GLASS PANELS (3070x550MM) COLOUR TO MATCH ADJACENT PANEL - RGB (235,33,248) PINK ON SETOUT A - RGB (252,252,108) YELLOW ON SETOUT B
A1 B1 C1 D1 E1 F1 F1 E1 D1 C1 B1 A1
SETOUT A PINK / YELLOW / PINK
PANEL SETOUT MIRRORED BY ROTATING PANELS 180° (FLIPPED UPSIDE DOWN)
A1 B1 C1 D1 E1 F1F1 E1 D1 C1 B1 A1
SETOUT B YELLOW / PINK / YELLOW
SETOUT B IS REVERSED BY SHIFTING ROTATED PANELS TO LEFT AND UPRIGHT PANELS TO RIGHT.
UPRIGHT PANELS ROTATED PANELS
ROTATED PANELS UPRIGHT PANELS
1521
CM/JT
SG/HC
SCALE:
CANOPY DETAIL 02
NOTES
Scale: 1:10 (A1) 1:20 (A3) TYPE 3A BENCH07
Scale: 1:10 (A1) 1:20 (A3) TYPE 3B BENCH08
Scale: 1:10 (A1) 1:20 (A3) TYPE 2A BENCH03
Scale: 1:10 (A1) 1:20 (A3) TYPE 2B BENCH04
Scale: 1:10 (A1) 1:20 (A3) TYPE 2C BENCH05
Scale: 1:10 (A1) 1:20 (A3) TYPE 2D BENCH 06
Scale: 1:10 (A1) 1:20 (A3) TYPE 1A STOOL01
Scale: 1:10 (A1) 1:20 (A3) TYPE 1B STOOL02
1521
CM/JT
SG/HC
SCALE:
NOTES
1. HARDWOOD TIMBER SLATS 35x55MM - SALIGNA 2. ALL TIMBER FOR SEATING ELEMENTS TO HAVE "ECO BARRIER"
GRAFFITI APPLIED. 3. WEATHERING STEEL TO BE SANDBLASTED AND WEATHERED
PRIOR TO INSTALLATION TO PROVIDE A CONSISTENT FINISHED PATINA.
4. ALL WEATHERING STEEL TO BE SEALED WITH NILAC 5. ALL METAL WORK FOR BESPOKE FURNITURE TO BE IN
ACCORDANCE WITH METALWORK NOTES AND SPECIFICATION. 6. ALL FURNITURE TO BE SUPPLIED AND INSTALLED IN
ACCORDANCE WITH APPROVED SUPPLIERS 7. ALL HARDWOOD TIMBER TO BE SUPPLIED AND INSTALLED AS
DURABLE CLASS 1 - REFER TO SPECIFICATION 8. ALL FIXINGS 316 STAINLESS STEEL UNLESS OTHERWISE
SPECIFIED. ALL FIXINGS TO AUCKLAND COUNCIL STANDARDS. TBC THROUGH SHOP DRAWINGS
9. SHOP DRAWINGS TO BE PREPARED AND SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL
10. PROTOTYPES TO BE CONFIRMED BY LANDSCAPE ARCHITECTS FIRST
11. STRUCTURAL GUSSET DETAIL TO BE CONFIRMED WITH MANUFACTURER. LOCATED ON SAME ALIGNMENT AS STEEL FIXING PLATES
Scale: 1:10 (A1) 1:20 (A3) TYPE 1A/2A - SECTION01
Scale: 1:10 (A1) 1:20 (A3) TYPE 1B/2B - SECTION02
432
3
432
57
110°
SELECT GRADE HARDWOOD TIMBER SLATS 35x55MM SCREW FIXED TO STEEL FRAME
70.0°
400
GROUND LINEGROUND LINE FLUSH
12MM FOLDED STEEL FRAME CSK SECURITY GROUND FIXINGS HDPE PLASTIC PACKERS
FULL P01 PAVING UNIT FULLY SEAL JOINTS
300
FLUSH
39 345
Scale: 1:10 (A1) 1:20 (A3) TYPE 1A STOOL - EXPLODED07
Scale: 1:10 (A1) 1:20 (A3) TYPE 1B STOOL - EXPLODED08
12MM WEATHERING STEEL
STEEL FIXING PLATE
12MM WEATHERING STEEL
STEEL FIXING PLATE
12 00
12 00
432
12MM FOLDED STEEL FRAME REFER DRAWING LD-504 DETAIL 05 FOR PERFORATION ARTWORK
5no. 50X6MM S.S FLATBAR - PRE DRILLED FOR UNDERSIDE FIXING
M8 S.S THREADED ROD AND NUTS FIXED THROUGH S.S ANGLES AND TIMBERS
Scale: 1:10 (A1) 1:20 (A3) TYPE 1A STOOL - PLAN03
Scale: 1:10 (A1) 1:20 (A3) TYPE 1B STOOL - PLAN04
432 155 587
432
BASE BELOW BASE BELLOW
1521
CM/JT
SG/HC
SCALE:
NOTES
20 00
432 162 594
432
10 00
10 00
20 00
10 00
10 00
555
400
CORED S.S HANDRAIL DROPPED OVER ROD - TIMBERS NOTCHED TO SUIT
16 9
FLUSH
110.0°
110.0°
12 00
12 00
1521
CM/JT
SG/HC
SCALE:
NOTES
Scale: 1:5 (A1) 1:10 (A3) TYPE 02 BENCH PERFORATED PANEL 05
Scale: 1:5(A1) 1:10 (A3) TYPE 03 BENCH PERFORATED PANEL06
47
47
23
EXISTING P01 PAVING GRID
CUT PAVER TO FIT
STOOL BASEPLATE FITS INTO EXISTING PAVING GRID. REPLACING PAVER TO FINISH FLUSH WITH SURROUNDING PAVERS.
400
30090
75
75
FLUSH
50x6MM S.S FLAT PRE DRILLED FOR TIMBER FIXING FROM BELOW
TIMBER SLAT REBATED AROUND S.S ANGLE AND NOTCHED AROUND S.S NUTS. CUT TO MATCH ANGLE OF BASE
35x35x6MM 316 S.S ANGLE BOTH SIDES OF BENCH
R8
416
432
R20
70.0°
TIMBER SLAT REBATED AROUND S.S ANGLE AND NOTCHED AROUND S.S NUTS. CUT TO MATCH ANGLE OF FRAME
50x6MM S.S FLAT PRE DRILLED FOR TIMBER FIXING FROM BELOW
5 55
12
Ø20MM S.S ROD W/ 5MM S.S GUSSET PLATE WELED TO FABRICATED ANGLE
1521
CM/JT
SG/HC
SCALE:
NOTES
ARTWORK NOTES
1. PERFORATION DETAILS INDICATIVE ONLY 2. FINAL PERFORATION ARRANGEMENT TO BECONFIRMED AND
SUPPLIED AS A DIGITAL FILE 3. DIMENSIONS SHOW EXTENT OF PATTERN, THESE DO NOT
REFLECT FURNITURE HEIGHT
1521
CM/JT
SG/HC
SCALE:
NOTES
C A R R I A G E W A YP L A N T E D G A R D E N B E L O W
FABRICATED BEAM
CYCLE LANE
FL U
SH T
O T
O P
O F
KE R
STEEL BEAM BELOW WEATHERING STEEL BEAM BOLTED TO BLOCKWORK WALL
1200
REINFORCED CONCRETE FOUNDATION REFER ENGINEERS DRAWINGS
EXISTING ROAD PAVEMENT REINSTATED - REFER ENGINEERS DRAWINGS
200
C Y C L E W A Y B R I D G E
FALL
1800
R A I N G A R D E N
12MM FOLDED WEATHERING STEEL PLATE BRIDGE DECK. SAND BLASTED AND LEFT TO WEATHER NATURALLY
2001200
04 -
11 0
11 0
8MM FOLDED WEATHERING STEEL PLATE. SAND BLASTED AND LEFT TO WEATHER NATURALLY
BOLT FIXINGS AT 500 CENTRES
03 -
06
KERB TYPE K01 - HERITAGE (FULL HIT KERB BEYOND BRIDGE BEFORE MISS KERB)
2 x KERB TYPE K02 - MOUNTABLE FOR RAINGARDEN BRIDGE (ARRANGEMENT DIFFERS FROM TYPICAL)
KERB TYPE K01 - HERITAGE (FULL HIT KERB BEYOND BRIDGE BEFORE MISS KERB)
4 x KERB TYPE K02 - MOUNTABLE FOR RAINGARDEN BRIDGE
(FULL HIT KERB BEYOND BRIDGE BEFORE MISS KERB. ARRANGEMENT DIFFERS FROM TYPICAL)
KERB TYPE K01B - FLUSH
B R I D G E
P L A N T E D G A R D E N B E D
05 -
8MM FOLDED WEATHERING STEEL EDGE SAND BLASTED AND LEFT TO WEATHER NATURALLY
2/M12 S.S EXCALIBUR SCREWBOLTS
100x100MM WEATHERING STEEL BOX SECTION. DRILLED FOR 2/M12 S.S EXCALIBUR SCREWBOLTS W/ NYLON WASHERS, AND NYLON SLEEVE TO PREVENT CROSS METAL CORROSION
07 160
95 17
5 70
12 8
10 0
110
2MM ARRIS TO ALL EXPOSED EDGES OF WEATHERING STEEL PLATE
PLASTIC ISOLATION PACKERS
M12 SS THREADED ROD WELDED TO WEATHERING STEEL ANGLE W. BOLT FIXING. SETOUT AT 500 CENTRES
12MM STEEL PLATE WELDED TO BRIDGE DECK
KERB TYPE K02 MOUNTABLE
DPC BETWEEN CONCRETE SLAB AND FIXING PLATE
CONCRETE CHANNEL
R A I N G A R D E N
8MM FOLDED WEATHERING STEEL EDGE. BOLTED TO FABRICATED BEAMS TO ENGINEERS REQUIREMENTS
100x100MM WEATHERING STEEL BOX SECTION. DRILLED FOR 2/M12 S.S EXCALIBUR SCREWBOLTS W/ NYLON WASHERS, AND NYLON SLEEVES TO PREVENT CROSS METAL CORROSION
12MM FOLDED WEATHERING STEEL PLATE SAND BLASTED AND LEFT TO WEATHER NATURALLY - FIXED FLUSH WITH TOP OF KERB BOTH SIDES. 6MM FILLET WELD 150(300) TO BEAM
2/M12 S.S EXCALIBUR SCREWBOLTS
12
DPC BETWEEN CONCRETE SLAB AND FIXING PLATE
STEEL BEAM DRILLED FOR 2/M12 S.S EXCALIBUR SCREWBOLTS W/ NYLON WASHERS, AND NYLON SLEEVE TO PREVENT CROSS METAL CORROSION
1521
CM/JT
SG/HC
SCALE:
01 -
NOTES
1. WEATHERING STEEL TO BE SANDBLASTED AND WEATHERED PRIOR TO INSTALLATION TO PROVIDE A CONSISTENT FINISHED PATINA.
2. ALL WEATHERING STEEL TO BE SEALED WITH NILAC 3. ALL METAL WORK TO BE IN ACCORDANCE WITH METALWORK
NOTES AND SPECIFICATION. 4. ALL FIXINGS 316 STAINLESS STEEL UNLESS OTHERWISE
FIXING DETAIL 01 1:10 (A1) 1:20 (A3)
03 -
04 -
02 -
05 -
06 -
07 -
0
EXISTING LIGHT POLES ON BRIDGE TO BE REUSED REPOSITIONED AS PER DWG LA-107/108. NEW 2 POT EPOXY PAINT FINISH COLOUR: RESENE BLAST GREY 2. REFER SPECIFICATION
EXISTING BASE PLATE AND BOLTS TO BE REUSED - ALLOW FOR REPLACEMENT IF REQUIRED
CONDUIT RISER.
Scale: 1:50 (A1) 1:100 (A3) L01A - LIGHT POLE TYPE 1A - BRIDGE02
13.500 AFGL
12.000 AFGL
0
170Ø CHS POLE. HOT DIP GALVANISED AFTER FABRICATION. 2 POT EPOXY PAINT FINISH COLOUR: RESENE BLAST GREY 2. REFER SPECIFICATION
LIGHT SENSOR
1 x LED ITALO 2 LUMINAIRE WITH ROAD OPTIC & BRACKET. COLOUR: GREY. REFER LIGHTING DESIGNERS DRAWINGS FOR LUMINAIRE SETOUT AND ELECTRICAL REQUIREMENTS.
4.500 AFGL
2 x LED IGUZZINI WOODY BV69 RGB LUMINAIRES. COLOUR:GREY ADAPTER WELDED (ORIENTATED TO ALIGN WITH FUSE DOOR)
8.000 AFGL
4.250 AFGL
Scale: 1:50 (A1) 1:100 (A3) L01 - LIGHT POLE TYPE 01 - TYPICAL01
Scale: 1:50 (A1) 1:100 (A3) L02 - LIGHT POLE TYPE 2 - SIDE STREET03
10.000 AFGL
6.000 AFGL
75 00
BIRD PROOFING SPIKES
CONDUIT RISER.
POLE, BASE PLATE, BOLTS TO BE DESIGNED BY SUPPLIER
CONDUIT RISER.
DRY PACK MORTAR BENEATH BASE PLATE WHERE REQUIRED
2 x LED IGUZZINI WOODY BV69 RGB LUMINAIRES. ADAPTER WELDED (ORIENTATED TO ALIGN WITH FUSE DOOR)
4.500 AFGL 4.250 AFGL
REINFORCED FOUNDATION TO ENGINEERS DETAILS FOOTING TO ENGINEERS SPEC
PAVINGPAVING
ASPHALT
1 x LED ITALO 2 LUMINAIRE WITH ROAD OPTIC ON 3M OUTREACH ARM COLOUR: GREY. REFER LIGHTING DESIGNERS DRAWINGS FOR LUMINAIRE SETOUT AND ELECTRICAL REQUIREMENTS.
LIGHT SENSOR
1-4 LD-307
1-4 LD-307
25 0
16 00
GALVANISED 12MM STEEL COLLAR REMOVABLE TO ACCESS FUSE DOOR PAINT FINISH TO MATCH POLE
PAVING DETAIL PAVING DETAIL
25 0
16 00
7.500 AFGL
04 LD-515
NOTES
1. SHOP DRAWINGS TO BE PROVIDED 2. FINISH - RESENE BLAST GREY 2.
2 POT EPOXY PANT FINISH 3. 316 STAINLESS STEEL FIXINGS
UNLESS OTHERWISE SPECIFIED.
COUNTERSUNK SS SOCKET SCREW FXING
12MM STEEL COLLAR. HOT DIP GALVANISED AFTER FABRICATION. 2 POT EPOXY PAINT FINISH. COLOUR: RESENE BLAST GREY 2. REFER SPECIFICATION
REMOVABLE TO ACCESS FUSE DOOR
15 0
16 50
15 0
15 0
15 0
15 0
170Ø CHS POLE. HOT DIP GALVANISED AFTER FABRICATION. 2 POT EPOXY PAINT FINISH. COLOUR: RESENE BLAST GREY 2. REFER SPECIFICATION
COUNTERSUNK SS SOCKET SCREW FIXINGS
30
30
40 40
40 40
15 12
318 12MM STEEL COLLAR. HOT DIP GALVANISED AFTER FABRICATION. 2 POT EPOXY PAINT FINISH. COLOUR: RESENE BLAST GREY 2. REFER SPECIFICATION
REMOVABLE TO ACCESS FUSE DOOR
170Ø CHS POLE
1521
CM/JT
SG/HC
SCALE:
0
8.000 AFGL
Scale: 1:50 (A1) 1:100 (A3) L03 - TRAFFIC POLE TYPE 0301
10.000 AFGL
D EP
TH V
AR IE
S. R
EF ER
E N
G IN
EE R
IN G
D R
AW IN
G S
CONDUIT RISER.
FIX STREET SIGNAGE WHERE EVER POSSIBLE
REINFORCED FOUNDATION TO ENGINEERS DETAILS
LIGHT SENSOR
1-4 LD-307
25 0
16 00
PAVING DETAIL
S
4.500 AFGL
Scale: 1:50 (A1) 1:100 (A3) L03A - TRAFFIC POLE TYPE 03A02
D EP
TH V
AR IE
S. R
EF ER
E N
G IN
EE R
IN G
D R
AW IN
G S
CONDUIT RISER.
FIX STREET SIGNAGE WHERE
1-4 LD-307
25 0
16 00
PEDESTRIAN CROSSING SIGNALS
6.500 AFGL
NOTES
1. SHOP DRAWINGS TO BE PROVIDED 2. FINISH - RESENE BLAST GREY 2.
2 POT EPOXY PANT FINISH 3. 316 STAINLESS STEEL FIXINGS
UNLESS OTHERWISE SPECIFIED.
1521
CM/JT
SG/HC
SCALE:
EXISTING STEEL PANEL HEIGHT MAX
EXISTING STEEL PANEL HEIGHT VARIES
STEEL PANELS CUT DOWN TO 710mm ON BOTH SIDES OF BRIDGE
PANEL OVERLAPS ADJACENT PANEL PANEL UNDERNEATH ADJACENT PANEL
Scale: 1:10 (A1) 1:20 (A3) BRIDGE SCREEN TYPICAL ARRANGEMENT01
50x3MM PAINTED ALUMINIUM CAPPING (REUSE ON NORTH SIDE - NEW CAPPING REQUIRED ON SOUTH SIDE)
EXISTING SHS POSTS RETAINED
EXISTING GLASS PANELS FIXED TO SHS POSTS RETAINED - TO BE CLEANED
STEEL PANEL DETAIL
80
Scale: 1:5 (A1) 1:10 (A3) TYPICAL PANEL02
50x3MM PAINTED ALUMINIUM CAPPING (REUSE ON NORTH SIDE - NEW CAPPING ON SOUTH SIDE)
REUSE EXISTING SS FIXINGS
ALL PANELS CUT DOWN TO A HEIGHT OF 710MM
FIXING DETAIL
CAPPING DETAIL
SPACERS
CUTDOWN PANEL
10
50
50x3MM PAINTED ALUMINIUM CAPPING TO TOP OF CUTDOWN PANELS (REUSE CAPPING ON NORTH SIDE, NEW CAPPING REQUIRED ON SOUTH SIDE)
SCREW FIXED AT 365MM CENTRES
NOT TO SCALE NORTH SIDE PANEL05
NOTE: THIS PANEL IS ALREADY AT 710MM HEIGHT ON NORTH SIDE OF BRIDGE WITH CAPPING
NOTES
1. REMOVE AND CLEAN STEEL PANELS 3. CUT DOWN ALL STEEL PANELS TO A
HEIGHT OF 710MM 4. CLEAN GLASS PANELS BEHIND 5. ALLOW FOR COORDINATION WITH ARTIST 6. ALLOW FOR REMOVAL AND DELIVERY TO
WORKSHOP FOR WEAVING OF PANELS BY OTHERS
7. REINSTALL PER ARTISTS SETOUT 8. ALLOW FOR REUSE OF EXISTING FIXINGS
AND NEW REPLACEMENT AS REQUIRED 5. REINSTALL TOP CAPPING ON NORTH SIDE 6. NEW TOP CAPPING ON SOUTH SIDE
PANEL QUANTITY (FULL LENGTH OF BRIDGE)
57 x ON SOUTH SIDE 72 x ON NORTH SIDE
1521
CM/JT
SG/HC
SCALE:
200 30012002001600300
C Y C L E W A Y T R E E P I T
PAVING TYPE P02
WEATHERING STEEL EDGE
NKAU - RHOPALOSTYLIS SAPIDA T01
NKAU - RHOPALOSTYLIS SAPIDA T01
FLUSH KERB TYPE K01B
INGROUND UPLIGHT L04
2900 P O H U T U K A W A T R E E P I T
CL
2 LD-601
CONCRETE CHANNEL
- T0
1
STONE RIP-RAP TO TOP END OF TREE PIT TYPICAL TO ALL INLETS
MULCH TO TREE PIT
SOIL MIX WITH MEDIUM COMPACTION (85% MDD) IN 300MMM DEEP LAYERS
Ø400MM x 300MM DEEP CONCRETE RETENTION BLOCK WITH DRAINAGE HOLE
WEEF INGROUND UPLIGHT - ETC 300 SERIES WITH IO-20 LENS
WEEF PLASTIC PRE INSTALL SLEEVE
CL OF UPLIGHT CENTRAL TO TREEPIT
CONDUIT AND POWER CABLE
R5
50
6 5
6MM WEATHERING STEEL EDGE FACING WITH D12 FIXING RODS WELDED TO BACK OF PLATE, EPOXY FIXED INTO REINFORCED CONCRETE FOUNDATION - WEATHERING STEEL SANDBLASTED AND WEATHERED PRIOR TO INSTALLATION TO PROVIDE A CONSISTENT FINISHED PATINA
REINFORCED CONCRETE BLOCK RETAINING - REFER ENGINEERS DRAWINGS
40 30
13 0
10 0
INGROUND UPLIGHT WITHIN PAVED ISLAND WITH TILTABLE LED OPTIC FOCUSED ON SPECIMEN TREE CANOPIES 260
CL
70
1521
CM/JT
SG/HC
SCALE:
0
01 -
02 -
TYPICAL TREEPIT PAVING RESTRAINT / UPLIGHT DETAIL 1:10 (A1) 1:20 (A3)
03 -
SOIL MIX WITH MEDIUM COMPACTION (85%MDD IN 300MM DEEP LAYERS
SELECT PLANTING - REFER PLANTING PLANS AND PLANTING SCHEDULE
HIT OR MISS HERITAGE KERB TYPE K01/K01B
250 DEEP STRATA CELLS SUPPORTING CYCLEWAY OVER
MOUNTABLE KERB TYPE P03
1600 200 1200
300 200
ASPHALT CYCLEWAY SURFACE
DRAINAGE LAYER 300MM
TREE TYPE T02 Metrosideros excelsa - Pohutukawa 'Mistral'
75x75MM H4 TIMBER POSTS MIN. 1200MM ABOVE FINISHED GROUND LEVEL - BLACK STAIN FINISH
50MM FABRIC TIE STRAPS IN FIGURE OF 8 LOOPS TO SUPPORT YOUNG TREE. ENSURE STRAPPING IS NOT OVERLY TIGHT TO AVOID TRUNK CHAFFING
ENSURE 10M3 MIN. TREEPIT SOIL MIX VOLUME
100x100x1000MM UNTREATED PINUS RADIATA TIMBER DEADMAN
25x25x1000MM HARDWOOD TIMBERS PLACED OVER ROOTBALL
35MM NYLON WEB TENSION ADJUSTED WITH RACHET
12 00
HIT OR MISS KERB SETOUT
K01 TO CARRIAGEWAY K02A TO CYCLEWAY
FLUSH KERB K01B TO CARRIAGEWAY K02B TO CYCLEWAY
1521
CM/JT
SG/HC
SCALE:
0
01 -
02 -
HIT OR MISS HERITAGE KERB TYPE K01/K01B
MOUNTABLE KERB TYPE P03
1600 200 1200
300 200
TREE TYPE T01 Rhopalostylis sapida - Nkau
1901860
1790533
SHORING TO PROTECT EXISTING FOOTPATH - TO ENGINEERS DETAIL
75x75MM H4 TIMBER POSTS MIN. 1200MM ABOVE FINISHED GROUND LEVEL - BLACK STAIN FINISH [APPLYS TO JUVENILE NIKAU ONLY]
TREE TYPE T01 Rhopalostylis sapida - Nkau
75x75MM H4 TIMBER POSTS MIN. 1200MM ABOVE FINISHED GROUND LEVEL - BLACK STAIN FINISH [APPLYS TO JUVENILE NIKAU ONLY]
50MM FABRIC TIE STRAPS IN FIGURE OF 8 LOOPS TO SUPPORT YOUNG TREE. ENSURE STRAPPING IS NOT OVERLY TIGHT

KARANGAHAPE ROAD ENHANCEMENTS PROJECT DETAILED DESIGN …

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